basic engineering data sheets

7/25/2019 Basic Engineering Data Sheets

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Project Design: Procedure PD 2.05, Rev. 0, Page 1 of 2

SAN FRANCISCO PUBLIC UTILITIES COMMISSIONINFRASTRUCTURE DIVISION

PROCEDURES MANUAL

VOLUME 2, PROJECT DESIGN

SECTION 2: PLANNING APPROVED:

PROCEDURE: PD 2.05

TITLE: BASIC ENGINEERING DESIGNDATA (BEDD) SHEETS

DATE: 7/14/08

REVISION: 0

1. POLICY

The purpose of the Basic Engineering Design Data (BEDD) Sheets procedure is todocument specific site requirements as the basis for design and construction. TheProject Manager, together with the Project Engineer, shall determine during ProjectPlanning whether preparation of the BEDD Sheets will be undertaken for the project. IfBEDD Sheets will be prepared as a project task, associated funding shall be provided.Not every section description is required for each facility. This document shall beupdated as additional or new requirements are established as site requirements.

2. DEFINITIONS

The BEDD Sheets are a compilation of existing site conditions, facility operating basis,design basis and listing of existing reference documents. They supplement thereference materials of regulations, manuals, handbooks, standards, and codes, refer toPD 1.06 Engineering Design Standards and PD 5.05 Project Design Review.

Ideally, the BEDD Sheets development should start during Alternatives Analysis tasks,and draft completed before the start of CER as indicated in PM 2.01 ProjectDevelopment Process.

3. RESPONSIBILITIES

See PD 1.01 Project Personnel Roles and Other Definitions and PD 1.02 PEResponsibilities.

Refer to PD 1.01 Project Personnel Roles and Other Definitions and PD 1.02 PEResponsibilities for roles of the PE, Resident Engineer (RE), Engineer of Record (EOR),Design Engineer (DE), Design Lead Engineer (DLE), Drafting Group Leader, andOperations Representative (OR).


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Project Design: Procedure PD 2.05, Rev. 0, Page 2 of 2

4. IMPLEMENTATION

The BEDD Sheets shall be utilized as part of the initial design processes to assure that

all of the basic design considerations for each project are considered. Not all of thedesign considerations listed in the BEDD Sheets are necessarily applicable for everyproject.

The BEDD Sheets shall be the basis or beginning of the Design Criteria and may beincorporated in the Design Criteria as appropriate (refer to PD 2.04 Design Criteria).Where applicable the BEDD sheets provide standardized data that is consistentthroughout the Projects. The remainder of the BEDD Sheets provides a listing of thedata that must be determined, calculated or otherwise provided as part of the DesignPackage. All sections of the BEDD Sheets should be reviewed. In cases where aparticular section and/or sections are not applicable it should be noted, and a briefexplanation as to why they are not applicable provided.

The BEDD Sheets shall be retained as part of the design material documentation forQuality Assurance/Quality Control validation.

5. ATTACHMENTS

(1) Basic Engineering Design Data (BEDD) Sheets


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ATTACHMENT 1: BASIC ENGINEERING DESIGN DATA (BEDD) SHEETS

Project Design: Procedure PD 2.05, Rev. 0, Attachment 1, Page 1 of 2

BASIC ENGINEERING DESIGN DATA

(BEDD) SHEETS

FACILITY:

DATE:

ORIGINATOR:

SITE OPERATIONS MANAGER APPROVAL:


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FACILITY/PROJECTTITLE: BEDD NO.:

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SECTION SECTION MANAGER APPROVAL DATE

A GENERAL SITE

B PROCESS

C PRESSURE VESSELS

D TANKS & DRUMS

E HEAT EXCHANGERS

F FURNACES & HEATERS

G PUMPS

H HYDRAULICS

J INSTRUMENTS &CONTROLS

K COMPRESSORS,BLOWERS

L PIPING & VALVES

M STRUCTURES

N INSULATION &FIREPROFING

P POWER & LIGHTING

Q FOUNDATIONS

R ARCHITECTURE &

S SITE IMPROVEMENTS

T MATERIALS HANDLING

U EXPENDABLES


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V PACKAGE UNITS

X LANDSCAPING

Z ENVIRONMENTAL &

POLLUTION CONTROL


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BASIC ENGINEERING DESIGN DATA (BEDD) SHEETS

CONTENTS

SECTION SHEET #

PART I

SITE DESCRIPTION

I-1 Area Description

I-2 Facility Description

I-3 Process Description

I-4 Utility Services

1-5 Underground Services

PART II SITE DESIGN DATA

SECTION A GENERAL DATA

A-1 Cost and Utility Data

A-2 Payout Period

A-3 Design Life

A-4 General Site Data

A-5 Meteorological Data

SECTION B DESIGN DATA FOR PROCESS

B-1 Process Requirements

SECTION C DESIGN DATA FOR PRESSURE VESSELS

C-1 Codes


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SECTION SHEET #

SECTION D DESIGN DATA FOR TANKS AND DRUMS

D-1 Codes

D-2 Materials to be Stored

D-3 Local Preferences, Appurtenances

D-4 Special Provisions for Tanks

SECTION E DESIGN DATA FOR HEAT EXCHANGERS, ETC.

E-1 Design Temperature to Which Stocks Must Be Cooled

E-2 Heat Exchangers

E-3 Air Coolers

SECTION F DESIGN DATA FOR FURNACES AND HEATERS

F-1 Codes

F-2 Heater and Furnace Performance

F-3 Fuel Information

SECTION G-DESIGN DATA FOR PUMPS

G-1 Chemical Injection Pumps and Drivers

G-2 Centrifugal Pumps and Drivers

G-3 Sump Pumps and Drivers

SECTION H-DESIGN DATA FOR HYDRAULICS

H-1 Codes

H-2 Flow Requirements


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SECTION SHEET #

SECTION J DESIGN DATA FOR INSTRUMENTS AND CONTROLS

J-1 Instrument Requirements

J-2 Instrument Wiring & Electrical Requirements

J-3 Controls

SECTION K-DESIGN DATA FOR COMPRESSORS, BLOWERS AND FANS

K-1 Compressors

K-2 Blowers

K-3 Fans

K-4 Lube Oil and Seal Oil Systems

SECTION L DESIGN DATA FOR DESIGN DATA FOR PIPING & VALVES

L-1 Preferred Basis for Design

L-2 Selection of Materials for Piping Systems

L-3 Special Considerations

L-4 Underground Lines and Road Crossings

L-5 Large and Specialty Valves

SECTION M DESIGN DATA FOR STRUCTURES AND BUILDINGS

M-1 Design CriteriaM-2 Foundations

M-3 Structural Loads

M-4 Preferred Materials for Construction

M-5 Underground Vaults


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SECTION SHEET #

M-6 Pipe Supports and Pipe Racks

SECTION N DESIGN DATA ON INSULATION AND FIREPROOFING

N-1 Pipe Insulation

N-2 Fireproofing

SECTION P DESIGN DATA FOR POWER AND LIGHTING

P-1 Codes

P-2 Power Supply

P-3 Switchgear Assemblies, Circuit Breakers and Fuses

P-4 Transformers

P-5 Motors

P-6 Motor Starters

P-7 LightingP-8 Receptacles and Plugs

P-9 Panel Boards

P-10 Wire, Conduit and Conduit Fittings

P-11 Special Considerations

P-12 Pole Line Material

P-13 Metering

P-14 Adjustable Speed Drives

P-15 Heat Tracing

P-16 Process Control Telemetry-SCADA

P-17 Cathodic Protection


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SECTION SHEET #

SECTION Q DESIGN DATA FOR FOUNDATIONS

Q1 Design Criteria

Q-2 Types of Foundations

Q-3 Foundation Capacities

Q-4 Foundation Piles

Q-5 Spill Containment

SECTION R-DESIGN DATA FOR ACHITECTURE & BUILDINGS

R-1 Codes

R-2 Type of Building Design

R-3 Office Requirements

R-4 Change Room and Lockers

R-5 Toilets and Waste Disposal Systems

R-6 Laboratory RequirementsR-7 Walls, Partitions and Windows

R-8 Roof Requirements

R-9 Fire Protection; sprinkler System, Fire Extinguishers

R-10 HVAC

SECTION S DESIGN DATA FOR SITE IMPROVEMENTS AND SERVICES

S-1 Grading

S-2 PavingS-3 Drainage

S-4 Hydrostatic Testing

S-5 Fire Protection

S-6 Security and Safety


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SECTION SHEET #

S-7 Painting and Coatings

SECTION T-DESIGN DATA FOR MATERIALS HANDLING

T-1 Load Requirements

T-2 OSHA and Safety Requirements

T-3 Noise Requirements

SECTION U-DESIGN DATA FOR EXPENDABLES

U-1 Catalyst

U-2 Chemicals

U-3 Lubricating Oils and Greases

U-4 Seal and Flushing Oil

U-5 Refrigerants

SECTION V-DESIGN DATA FOR PACKAGE UNITS

V-1 Specific Requirement

SECTION X-DESIGN DATA FOR LANDSCAPING

X-1 Site Specific Structural and Ornamental Features

X-2 Site Specific Natural Features

X-3 Special Visual Requirements

X-4 Mitigation Requirements

X-5 Gates and Fencing

X-6 Irrigation


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SECTION SHEET #

SECTION Z-DESIGN DATA FOR ENVIRONMENTAL AND POLLUTION CONTROL

Z-1 Regulatory Issues

Z-2 Regulatory Requirements

Z-3 Regulatory Agencies

Z-4 Monitoring and Reporting

Z-5 SoilsZ-6 Water

Z-7 Air Quality and Emissions Control

Z-8 Noise

Z-9 Odor

PART III REFERENCES

III-1 TECHNICAL CONTRACTS AND REPORTS

III-2 MAJOR OR CRITICAL SPECIFICATIONS REFERENCED IN BEDD SHEETS

III-3 MAJOR OR CRITICAL DRAWINGS


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PART I SITE DESCRIPTION

I-1 AREA DESCRIPTION

Site Plan, see Drawing

County:

Major Access Roads nearby

Area:

I-2 FACILITY DESCRIPTION

Bench Mark: ft., Datum of Reference ,

Established Grade ft.

Plot Plan, see Drawing

Objective:

I-3 PROCESS DESCRIPTION

P&ID, see Drawing

Chemical Storage:


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PART II SITE DESIGN DATA

SECTION A GENERAL DATA

A 1 COST AND UTILITY DATA Information from Site Operations

1.1 Steam available in Main Headers at Plot Limit (SECTION NOT APPLICABLE)

Nominal Nominal

{Pressure} PSIG {Temperature} F {Source}

1.1.1 Incremental Cost of Steam

General credit for steam generated in process plants from 250F BFW to level below.

1.1.1.1 Short Steam Balance (demand for Low Pressure Steam) Steam used for heatand specified emergency drives.

Operating Credit Condensate

Supply { }$ / 1000 lbs. { } $ / 1000 gal.

1.1.1.2 Long Steam Balance (excess supply of Low Pressure Steam) Steam used forpower.

1.1.2 Value of Condensate and Boiler Feedwater

1.1.3 Boiler Feedwater Pressure at Process Plant Plot limit for Process Steam Generators.

1.2 Electric Power

Cost of Purchased Power

Demand and approximate Energy Charge: $________/KWH

1.3 Water


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1.3.1 Cooling Water

1.3.1.1 Design Inlet and Outlet Temperature at Plant Plot Limit.

Inlet ________F

Outlet ________F

Velocity in Tubes

Max Min. Design Supply Press

Source ft/sec ft/sec at Plot Limit Grade

1.3.1.2 Fresh Water psig

1.3.1.3 Drinking Water PSIG

1.3.1.4Cost of Purchased Fresh Water: $ / 1000 gallons.

1.3.1.5 Incremental Cooling Water Cost

Operating Cost Investment

$ / GPM / Year $ / MM Btu / Yr. $ / GPM

Cooling Water: $_______ $

1.3.2 Fresh Water for Drinking and Boiler Feed

1.3.2.1 Source ___________________________

1.3.2.2 Average Analysis of Water see ________

1.3.2.3 Suitable for Drinking? YES X NO ___

1.3.2.4 Cost of Cold, Fresh Water, Untreated: $________ per 1000 gal.

Operating Investment

$ / 1000 gal. $ / GPM

1.3.2.5 Cost of Treated Water 60F (Softened) $_________


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1.3.3 Fire Water Supply:

1.3.3.1 Flow required at Plant Plot Limits __________ GPM @ ___ psig

1.3.3.2 Maximum Pressure psig

See Section S-3.

AVERAGE WATER ANALYSIS

Source of Water:

Date of Sample:

Design Average

Analysis As Element As Element

CaMg

Na

K

Fe + Fe

NH4

Total Cations, Mg/l.

Cl

S04C03

HC03

NO3

NO2

PO4


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OH

Total Anions, Mg/l.

Total Hardness, PPM

pH

SIO2, Mg/l.

H2S

P Alkalinity, PPM

M Alkalinity, PPM

Conductivity, Mhos/cm3

Color

Turbidity, Mg/l.

Temperature Min./ Max.

TDS, PPM

1.4 Fuel Gas

Fuel Gas Characteristics: Typical Example Values Only

Min. Avg. Max.

Heating Value (LHV, Btu/scf) 900 1050 1400

Specific Gravity (air = 1.0) 0.56 0.71 0.93

Molecular Weight 16.1 20.6 26.8

Composition (Mole %) TYPICAL ONLY

H2 29.1 13.8 15.1

CH4 50.3 49.8 36.1

C2H6 6.2 11.2 10.2

C2H4 4.2 9.9 8.4

C3H8 1.3 1.2 4.3

C3H6 1.9 4.4 6.5


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C4H10 2.7 1.1 11.1

C4H8 0.0 0.8 1.4

C5H14 0.2 0.3 0.4

CO 0.0 0.0 0.0

CO2 0.5 0.3 0.2

O2 0.0 0.0 0.0

N2 3.1 4.9 3.2

TOTAL 100.0 100.0 100.0

1.5 Compressed Air

1.5.1 Cost Operating: $_____________ / 1000 Cu. Ft.

Investment; $_____________ / 1000 Cu. Ft./hr.

1.5.2 Air Characteristics

Pressure at Plant Plot Limit Maximum Dew Point

Normal Design

1.5.2.1 Instrument 100 50 PSIG F

1.5.2.2 Service 100 150 PSIG F

1.5.2.3 Instrument PSIG F

1.5.3 Is emergency instrument air supply required? Yes No X

1.6 Chemicals and Other utilities

1.6.1 Nitrogen $

1.6.2 Anhydrous Ammonia

1.6.3 Natural Gas

1.6.4 Carbon Dioxide

1.6.5 Sodium Bisulfite


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A 2 PAYOUT PERIOD

2.1 Process Equipment

2.1.1 Before Taxes 4 Years

2.1.2 Before Taxes Years

2.2 Utility Equipment

2.2.1 Before Taxes 4 Years

2.2.2 Before Taxes Years

A 3 DESIGN LIFE

3.1 Column / Vessels 20 Years

Tanks / Exchanger Shells Years

Utility Systems Years

High Pressure / Alloy Pipe Years

3.2 Removable Internals

Furnace Tubes 10 Years

Low Pressure & CS Pipe 20 Years

3.3 Removable Internals

Pump Internals 5 Years

A 4 GENERAL SITE DATA

4.1 Nature of Terrain

4.2 Soil Characteristics


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4.2.1 Ease of Excavation

4.2.2 Corrosivity

Recommended treatment, buried lines (Refer to Section L 3.1)

4.2.3 Borers, Termites, etc. are present

4.2.4 Ground Water Level Table Elevation + __ ft. approximately *

4.3 Tidal Data

4.3.1 Maximum Hight Tide feet

4.3.2 Normal Hight Tide feet

4.3.3 Normal Low Tide feet

4.3.4 Maximum Low Tide feet

A 5 METEOROLOGICAL DATA

5.1 Wind

5.1.1 Direction: % of time blowing from each quadrant each quarter.

5.1.2 Mean Velocity: See attached Wind Rose and Wind Direction / Velocity Data.5.1.3 Maximum Velocity: 78 mph.*

Maximum Velocity (faster mile) at 30 ft. height on a 50-year recurrence period.

5.2 Air Temperatures

5.2.1 Annual Mean Daily Maximum F

5.2.2 Annual Mean Daily Minimum F

5.2.3 Annual Mean Temperature F

5.2.4 Maximum Recorded F

5.2.5 Minimum Recorded F

5.2.6 Design (exceeded 90 hrs. / yr.) F

Design temperature for cold weather protection F

5.3 Precipitation

5.3.1 Rainfall


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5.3.1.1 Average Annual Record (Period 1977 1990) in.

5.3.1.2 Maximum Recorded Annual in.

5.3.1.3 Minimum Recorded Annual in.

5.3.1.4 Annual Average Number of Rainy Days in.

5.3.1.5 Rainy Season in.

5.3.1.6 Maximum intensity, single storm in.

5.3.1.7 Duration of individual storm average days in.

5.3.2 Snowfall

Annual Average None

5.4 Other Meteorological Data

5.4.1 Depth of Frostline None

5.4.2 Thunderstorm Frequency

5.4.3 Barometric Pressure


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5.5 Earthquake (See Section M 3.22)

Typical Shown-NOT ACTUAL SITE

Ground-Level Monitor

October 1978 to September 1985

DIRECTION VELOCITY (M.P.H)

MONTH N NE E SE S SW W NW CALM

4 - 10 10 - 20 ABOV

20

June 6.2% 0.2% 0.3% 8.9% 45.2% 27.2% 8.5% 3.5% 2.4% 67.7% 26.7% 3.9%

July 0.0 0.2 0.1 17.7 48.8 11.2 15.0 1.0 1.1 71.1 27.1 0.7

August 1.2 0.3 0.3 4.5 45.9 41.4 6.1 0.3 0.7 76.3 21.1 1.9

September 2.5 1.8 1.7 17.1 50.2 21.3 5.4 0.0 0.0 81.3 18.7 0.0

October 9.0 4.9 4.0 12.1 30.8 30.9 5.1 3.2 4.5 67.8 23.0 3.8

November 34.9 15.6 5.0 10.6 11.3 11.1 6.1 5.6 12.1 67.9 17.6 2.4

December 28.0 24.5 3.6 11.0 17.9 7.5 4.4 3.1 1.0 82.2 15.7 1.1

January 44.0 18.4 6.5 8.1 13.5 8.1 1.0 0.4 4.5 85.2 8.3 2.0

February 16.8 15.3 5.3 11.8 17.9 15.3 12.0 5.8 13.7 58.8 24.6 2.9

March 8.8 12.2 1.7 4.6 17.9 30.5 19.0 5.3 11.1 52.7 32.5 3.7

April 3.1 2.2 1.8 5.3 23.2 39.7 20.0 4.7 8.5 48.0 37.4 6.1

May 4.1 1.1 0.9 3.6 29.3 30.9 26.5 3.8 6.2 53.9 38.4 1.5

AVERAGE 13.3% 8.2% 2.6% 9.6% 29.2% 23.3% 10.8% 3.0% 5.7% 67.2% 24.5% 2.6%


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SECTION B DESIGN DATA FOR PROCESS

B 1 PROCESS REQUIREMENTS

1.1 Water Flow Rate basis for chemical treatment rates

1.1.1 Minimum, mgd

1.1.2 Average, mgd

1.1.3 Maximum, mgd

1.2 Chemical Treatment or Injection Rate

1.2.1 Name , gph

1.2.2 Name , gph

1.3 Specific Pipe Branch Flow Rate Typical Example Only

Sodium

Hypochlorite

Aqua

Ammonia

Caustic

Soda

1.3.1 Alameda Creek Siphon #1 39 12 40




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SECTION C DESIGN DATA FOR PRESSURE VESSELS

C 1 CODES

ASME Code Section

CaliforniaState SafetyOrders Notes

1.1 Pressure Vessel / Columns

1.1.1Above 15 psig or operation undervacuum VIII Div. 1 or 2 Title 8 12

1.1.2 Below 15 psig (See Section D) 3

1.1.3Minimum PressurizingTemperature for vessels

VIII, Div. 1, Figure UCS 66

1.2Non-Metallic Tanks and FiberglassTanks

Minimum Design Temperature for vessel Skirts 40 F

NOTES:

1) The applicable specifications shall be selected from standard specifications or developedusing the standard specifications as a basis.

2) Selected vessels may be in accordance with Section VIII, Division 2, subject toCompanys approval.

3) Process vessels normally are not designed for pressure below 15 psig.


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SECTION D - DESIGN DATA FOR STORAGE TANKS AND DRUMS

D 1 CODES

1.1 Storage Tanks

Code SectionCalif. StateSafety Orders Notes

1.1.1 Atmospheric API 650

1.1.2 Low Pressure (below 15 psig) API 620 Title 8

1.1.3 Non-Metallic

1.2 Pressure Vessels (Above 15 psig or operation under vacuum, see Section C-1.1)

D 2 MATERIALS TO BE STORED Typical Examples Only

2.1 Material; Sodium Hypochlorite

2.1.1 Total Storage Capacity, gallons__________________________________2.1.2 Number of Tanks of Standard Capacity, Each @ gallons______________

2.1.3 Standard Tank Dimensions, Diameter, Ft. X Length, Ft._______________

2.2 Material; Aqua Ammonia

2.2.1 Total Storage Capacity, gallons__________________________________

2.2.2 Number of Tanks of Standard Capacity, Each @ gallons______________


2.3 Material; Caustic Soda

2.3.1 Total Storage Capacity, gallons__________________________________

2.3.2 Number of Tanks of Standard Capacity, Each @ gallons______________


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D 3 LOCAL PREFERENCES, APPURTENANCES

See Tank Specification____________________

D 4 SPECIAL PROVISION FOR TANKS

4.1 Location and spacing:

4.2 Drainage:

4.3 Maximum Tank Heights:

4.4 Slope of Tank Bottoms:

NOTES:

1. Emissions shall be in accordance with the BAAQ Ds Regulations 8, Rule 5.

2. Applicable specifications shall be based on Company Standard Specifications.

3. Design metal temperature (Section 2, Paragraph 2.2.9 of API Std. 650) -45F.

4. Design Wind Velocity (Section 3, Paragraph 3.9.7 of API Standard 650) 100 mph.

5. When Appendix F is applied, API Std. 650 tanks may be constructed for internal pressurenor exceeding 2 psig. With specific Company approval.

6. Rainfall intensity for sizing floating roof drains 2.4 / 1 Hr.

7. Seismic design shall be in accordance with API 650 Appendix E.

8. The details of any API Standard 620 tanks shall be subject to specific Company

approval.


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SECTION E DESIGN DATA FOR HEAT EXCHANGERS, ETC.

(ENTIRE SECTION NOT APPLICABLE FOR MOST FACILITIES)

E 1 DESIGN TEMPERATURES TO WHICH STOCKS MUST BE COOLED

See Process Design and review for most economic design consistent with safe tankagetemperature and pressure. Also, see Note No. 1, Section D I.

E 2 HEAT EXCHANGERS

2.1 Codes

ASME CodeSection Notes

Calif. StateSafetyOrders

2.1.1 Shell and Tube VIII, Div 1Title 8,Chapter4

2.1.2Steam or Water heating or Hot WaterSupply Boiler IV 1,2 Subch.2

2.1.3 Steam Generators in Process Furnaces I 1,2,3 Subch

2.1.4 Exchanger Type Unfired VIII, Div. 1 1,2,3 Subch. 2

2.1.5 Fired Process Tubular Heaters

2.15.1 Nominal Size 6 and Less None Subch. 2

2.15.2 Nominal Size Larger than 6 VIII, Div. 1 Subch. 2

NOTES:

1) Within the limits established in Sections I or (IV), all piping, valves, fittings, gauges, etc. shallcomply with the requirements of Section I (or IV) and include stamping and data reports.

Also see California Safety Orders, Article 761 concerning reaction forces from reliefdevices.

2) Check individual piping standards for conformance to Section I (or IV) before using.

3) For Section VII, Division 1, Construction, see requirements of Code Paragraph UW-2 .

Within the limits established in Section I, all piping valves, fittings, gauges, etc. shall complywith the requirements of Section I, Make provisions to obtain a Master Data Report whererequired by Code Par. PG-104.


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E 3 AIR COOLERS

3.1 Codes ASME Section VIII, API 661

3.2 Design Air Temperature Forced Draft* 82F

3.3 Design Air Temperature Induced Draft* F

3.4 Maximum Outlet Air Temperature F

*Design air temperature includes the effect of hot air re-circulation and inplant heating of theambient air.


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SECTION F DESIGN DATA FOR FURNACES AND HEATERS

(ENTIRE SECTION NOT APPLICABLE FOR MOST FACILITIES)

F 1 CODES

F-2 HEATERS AND FURNACE PERFORMANCE

F-3 FUEL INFORMATION

SECTION G DESIGN DATA FOR PUMPS AND DRIVERS

G 1 CHEMICAL INJECTION PUMPS AND DRIVERS Typical Example Only

1.1 Service:___________________Sodium Hypochlorite Feed Injection1.2 Quantity:____________four (4) __________including______One (1)___spare.

1.3 Fluid:____________________ Sodium Hypochlorite

1.4 Flow Rate, gph: Normal_______78____;Min.________1___; Max.______208___

1.5 Pressure, psig: Normal______________________; Max_____________________

1.6 Pump Controls

1.6.1 Stroke Frequency Adjustment ____________________Yes____

1.6.2 Stroke Length Adjustment ____________________No_ ___

1.6.3 Diaphragm-failure Detector: ____________________Yes____

1.6.4 Power: ___________________________

1.7 PUMP ACCESSORIES

1.7.1 Pressure Relief Valve: Internal__Yes_______; External________Yes____

1.7.2 Pulsation Dampener:____________________________________Yes____

1.7.3 Calibration Column:____________________________10,000 mil capacity


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G 2 CENTRIFUGAL PUMPS AND DRIVERS

2.1 Service:____________________________________________________________

2.2 Quantity:_________________________________including______________spare.

2.3 Fluid:______________________________________________________________

2.4 Flow Rate, gpm: Normal_____________;Min.____________;Max._____________

2.5 Pressure, Psig: Normal______________________;Max______________________2.6 Pump Controls:

G 3 SUMP PUMPS AND DRIVERS

3.1 Service:____________________________________________________________

3.2 Quantity:_________________________________including______________spare.

3.3 Fluid:______________________________________________________________

3.4 Flow Rate, gpm: Normal_____________;Min.____________;Max._____________

3.5 Pressure, Psig: Normal______________________;Max______________________

3.6 Pump Controls:


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SECTION J DESIGN DATA FOR INSTRUMENTS AND CONTROLS

J 1 INSTRUMENT REQUIREMENTS Typical Examples Only

1.1 Utility Instruments

Consult Water Department for utility instrument requirements (field and central controlsystem) when new utilities are added to a process plant.

1.2 Central Control Systems

1.2.1 Distributed Control System (DCS): None

1.2.2. Safety Shutdown System (SSD): None

1.2.3 Rotating Equipment Monitoring System: None

1.3 Instrument Numbering: Tags for new and existing instruments to conform to taggingrequirements.

1.4 Engineering Units: Engineering units will be abbreviated

1.5 Transmitters: Transmitters to be smart type.

1.6 Field Digital Indicators: Field digital indicators to be smart type.

1.7 RTDs: 3-wire, 100ohm platinum with an alpha of 0.00385.

1.8 Thermocouples: Type k and grounded at the tip.

1.9 Analyzers: Analyzers having multiple output signals to be interfaced to the DCS througha PLC serial interface.

1.10 Control Valves: Minimum pressure rating to be ANSI Class 300. Valve packing to meetVOC requirements. Control valves to have smart electro-pneumatic positioners.


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J 2 INSTRUMENT WIRING AND INSTRUMENT ELECTRICAL REQUIREMENTS

2.1 Analog Signal and Alarm Wiring: Cables will be black and white twisted pair withindividual and overall shield. Black will be the positive wire.

2.2 Digital Output Wiring: Digital output signals are not to be included in cables having othertypes of signals.

2.3 Thermocouple Wiring: Thermocouple extension wiring will follow ANSI color code.

2.4 I/O Voltage Levels: All I/Q to be 24 VDC.

2.5 Field Junction Boxes: NEMA 4X, stainless steel.

J 3 CONTROLS

LATER Information based on facility requirements and control strategy.


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SECTION K DESIGN DATA FOR COMPRESSORS, BLOWERS AND FANS

K 1 COMPRESSORS

K 2 BLOWERS

K 3 FANS

K 4 LUBE OIL AND SEAL OIL SYSTEMS


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SECTION L DESIGN DATA FOR PIPING AND VALVES

L 1 PREFERRED BASIS FOR DESIGN

(code, Instructions, etc.)

General Special

1.1 Within Process Areas

Piping Manual

ANSI B-31.3

ASME Section I

(See Section E-2)

1.2 Outside Process Areas

Piping Manual

ANSI B-31.3

ASME Section I

(See Section E-2)

L 2 SELECTION OF MATERIALS FOR PIPING SYSTEMS

2.1 Steel

2.2 PVC Double Contained

2.3 High Density Polyethylene (HDPE)

2.4 Cement

L 3 SPECIAL CONSIDERATIONS - Typical

3.1 Underground steel lines shall be externally coated with Polypropylene X-Tru-Coat withfollowing thicknesses:

Lines 6 through 16 nominal size: 60 mil thickness

Line 3 to 4 size: 35 mile thickness

Lines 2 and under: 30 mil thickness

Pipe joints shall be: Protected with Thermofit pipe sleeves.

The above coatings are limited to 160F maximum.


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L 4 UNDERGROUND LINES AND ROAD CROSSINGS

4.1 Underground Lines

4.1.1 All underground chemical lines shall be constructed of double wall pipe and haveintermittent leak inspection holes.

4.1.2 All underground utility lines shall be coated and wrapped to prevent corrosion unless

otherwise noted.

4.1.3 Sewer lines shall be constructed per Specification _______________________

4.2 Road Crossings

4.2.1 The maximum estimated chemical tanker load at underground pipeline crossing is_________________lbs.

4.2.2 All underground lines with less than 3 feet of native soil cover shall be reviewed by CivilEngineer. Additional protective cover for underground lines can provided by reinforcedconcrete slab.

L 5 LARGE AND SPECIALTY VALVES

5.1 Large Valves

5.1.1 Valve Model Numbers and description

5.1.2 Actuator Model Numbers and description

5.2 Specialty Valves

5.2.1 Valve Model Numbers and description

5.2.2 Actuator Model Numbers and description


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SECTION M DESIGN DATA FOR STRUCTURES AND BUILDINGS

M 1 DESIGN CRITERIA

1.1 Buildings and Structures: CALIFORNIA BUILDING CODE, SAN FRANCISCOBUILDING CODE, or other Building Code required by governing jurisdiction.

M 2 FOUNDATIONS (See Section Q)

M 3 STRUCTURAL LOADS

3.1 Vertical Live Loads

3.11 Roofs: Unit load (See UBC).

3.12 Platforms and walkways, uniform load of 75 psf or concentrated load of 2000 lbs.,whichever is more severe, except areas subject to heavier loading shall be designed forthe loading to which they will be subjected.

3.13 Stairs Uniform load of 100 psf or concentrated load of 1000 pounds.

3.2 Lateral Loads

3.2.1 International Building Code

3.2.2 Earthquake Zone: 4

3.2.3 Seismic Importance Factors

I=

Ip=

3.3 Wind Zone:

M 4 PREFERRED MATERIALS FOR CONSTRUCTION

4.1 Elevated Walks, Platforms Use galvanized steel serrated grating or flat steel plate tomatch existing structures, subject to Water Department approval.


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4.2 Stanchions Fireproofed structural steel where fireproofing is required. Consult SectionN-1 for fireproofing requirements. In non-fireproofed areas, use structural steel.

4.3 Stairs Serrated grating with cast abrasive nosing and galvanized.

4.4 Underground Vaults-Cast in Place Concrete.

M-5 UNDERGROUND VAULTS

M-6 PIPE SUPPORTS AND PIPE RACKS

6.1 Pipe Supports

6.2 Pipe Racks


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SECTION N DESIGN DATA ON INSULATION AND FIREPROOFING

N 1 VESSELS, DRUMS AND TANKS

1.1 Vessels and Drums

1.2 Tanks

N 2 PIPES

2.1 Pipes

N 3 FIREPROOFING

3.1 Vessel Supports, Column Skirts

3.2 Elevated Support Structures

3.3 Overhead Stanchions

3.4 Valves and critical Instruments


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SECTION P DESIGN DATA FOR POWER AND LIGHTING Typical Examples Only

P 1 CODES

1.1 General: California Administrative Code Title 24, latest Revision

1.2 Pole Line: California General Order (G.O.) 95

1.3 NFPA 70 (NEC)

1.4 Other: California Title 8 Electrical Safety Orders

P 2 POWER SUPPLY Typical Example Only

LocationNominalVoltage Phase Frequency Type

2.1 PG&E Service 12.47 KV 3 60 Low Resistance Substation

2.2 Emergency Power 2.4 KV 3 60High Resistance, Low,Resistance Grounding

2.3 Distribution 12.47 KV 3 60 Low Resistance Substation

2.4FeedersMotors 250HP& Larger 2400 V 3 60

High ResistanceSubstation, Low,Resistance Grounding

2.5Feeders-Motors 250HP& Under 480 V 3 60 High Resistance Substation

2.6 Lighting 120/208 V 3 60 Solid Lighting TX

2.7Feeders Motors HP &Less 120/208 V 60 Solid


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P 3 SWITCHGEAR ASSEMBLIES, CIRCUIT BREAKERS AND FUSES

LocationNominalVoltage

RatedVoltage Type

Enclosure &Mounting

3.1 Main 12.47 KV 15 KV Metal Clad NEMA1

3.2 Feeders 2.4 KV 5 KV Metal Clad NEMA1

3.3 Low Voltage Main & Feeder 480 V 600 V Metal Encl. NEMA1

P 4 TRANSFORMERS Typical Examples Only

KVA Range

Voltage

Primary SecondaryClass Phase Taps Construction

4.1 2000 10,000 12KV 2.4 KV

OA 55C\OA 65C\FFA 3

2-2-1/2 up2-2-1/2 dn

EnclosedBushingsDELTA-WYE(Note 1)

4.2 500 1500 12 KV 480 V OA\FA 32-2-1/2 up2-2-1/2 dn

EnclosedBushingsDELTA-WYE(Note 1)

4.3 9 50 480 V 208/120 V AA 32-2-1/2 up2-2-1/2 dn

EnclosedDELTA-WYE

4.4 Below 9 480 V 240/120 V AA 1 2 5% dn Enclosed

*OA Oil immersed self-cooled.

OA 55C\OA 65C\FFA - Oil immersed self-cooled @ 55C rise \ Oil immersed self-cooled @ 65Crise \ Future forced air @ 65C rise.

AA - Dry type self-cooled.

Note 1: -Y preferred; however, in existing plants with - transformers, the desire to paralleltransformers may require buying a - .


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P 5 MOTORS

HP Range 1-250 HP 250-400 HP 4000 HP & UP Less than 1 HP

(Note 3) (Note 3) (Notes 1, 3) (Notes 1, 3)

Location & AreaClassification

Class 1Division 2 orOutdoorsUnclassifiedor Indoors

Class 1 Div.2 or

ProcessEquipment

Aux. EquipmentIndoorUnclassified

Wet/Dusty Unclassified All Areas Clean and Dry

5.1 Voltage 460

2.3 KV4.0 KV(Note 1)

12 KV

5.2 Phase 33

3

5.3 Enclosure* TEFCTEFC (note4)

TEFC

5.4 Insulation/Temp Rise (Note 2) (Note 2) (Note 2)

5.5 Service Factor 1.0 1.0 1.0

*DP - Drip Proof ESV - Enclosed Self-Ventilated

SP - Splash Proof TEAC - Totally Enclosed Air Cooled

XP - Explosion Proof TEFC - total Enclosed Fan Cooled

WP - Weather-protected TEWAC Totally Enclosed Water Cooled

EFV - Enclosed Forced Ventilated

Notes: 1. 4 KV motor is acceptable when with captive transformer.

2. Class F insulation with Class B insulation temperature rise.

3. The horsepower breakdown is typical. However, higher voltage levels maybe used ifavailable for economic reasons.

4. TEFC enclosures shall be used for motors up to 800 HP and WP-II enclosures shallbe used for motors over 800 HP. TEAC enclosure may be used to meetenvironmental requirements.


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P 6 MOTOR STARTERS

HP Range Voltage Type & Size* Control Voltage NEMA EnclosureUnclassified

Indoor Outdoor

6.1 4000 & Above(Notes 1 & 3, sht. 26)

12 KV 15 KV MCB 48 V or120 V DC Trip120 or 240 VAC Close

1 3

6.2 250 -- 4000(Notes 1 & 3, sht. 26)

2.4 KV 5 KV CLF5 KV Starter

48 V or120 V DC Trip120 or 240 VAC Close

1 3

6.3 1500 -- 4000(Notes 1 & 3, sht. 26)

2.4 KV 5 KV CLF5 KV Starter

48 V or120 V DC Trip120 or 240 VAC Close

6.4 1 -- 150(Notes 1 & 3, sht. 26)

480 V CB Combin. InMCC

120 VAC 1 3 or 4

6.5 200 -- 250(Note 3, sht. 26)

480 V MEB 120 VAC 1 3

6.6 Below 1 120/240V W/ O/L 120 VAC 1 3 or 4

* MCB - Metal Clad Draw-out Air Circuit Breakers

CLF - Metal Clad Enclosed Contractor with Current Limiting Fuses

MEB - Metal Enclosed Draw-out Low Voltage Power Circuit Breaker


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P 7 LIGHTING

Enclosure or Model *

Type (Watts) Voltage Location Unclassified Class 1 Class 2Div 1 Div 2 Div 1 Div 2

7.1 Incandescent(100-300W)

120 V120 V120 V

IndoorOutdoorIndoor

OpenEGOpen

XPXP--

EG -- --

7.2 Fluorescent(20-40W)

120 V Outdoor EG XP EG -- --

7.3 High PressureSodium(70-150W)

120 V,277 V,or 480 V

Indoor

Outdoor

Open

WP

--

--

EG

EG

--

--

--

--

Remarks: All outdoor lights shall be High Pressure Sodium except incandescent foremergency lights (25 to 33% max.). All indoor lights shall be fluorescent type.Incandescent lights may be used for emergency lights.

* XP - Explosion Proof

DT - Dust Tight

WP - Weatherproof

EG - Enclosed and Gasketed

WT - Watertight


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P 8 RECEPTACLES & PLUGS

Voltage /Amperes Poles Catalog. No Mfg.

8.1 Outdoor ConvenienceReceptacle

120V / 20A 2W / 3P CPSE 2375 Appleton

Indoor ConvenienceReceptacle

120V / 5A 2W / 3P 5262 _____

8.2 Welding Receptacle 480V / 30A 3W / 3P EPC 43042 Crouse Hinds

8.3 Outdoor ConveniencePlug

120V / 15A 2W / 3P CPP (Form 1) Appleton

8.4 Indoor ConveniencePlug

__ __ __ __

8.5 Welding Plugs 480V / 30A 3W / 4P API 3483 Cutler Hammer

8.6 Special Purpose

(Such as power source for classifier)

8.7 Receptacles and Plugs NEC 210-F applies

P 9 PANEL BOARDS

Enclosure or Catalog No.

Type Voltage Unclassified Classified

9.1 Power Indoor 480 V NEMA 1 (gasket) XP (NEMA 7)

Outdoor 480 V NEMA 4 XP (NEMA 7)

9.2 Lighting Indoor (See P 4.4) -- XP (NEMA 7)

Outdoor (See P 4.4) NEMA 4 XP (NEMA 7)

Ground fault protection required per P 8.7.


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P 10 WIRE, CONDUIT AND CONDUTT FITTINGS

10.1 Wire and Cable

Nom. Voltage Location Insulation and Jacket Voltage Rating

10.1.1 600 V & below In Conduit XHHW or RHW orTHW

600 V

10.1.2 2.4 KV In Conduit EPR 5 KV

10.1.3 12 KV In Conduit 133% EPR 15 KV10.1.4 Inst. Alarm &

Low VoltageControl

Single & Multi-Pairs 300 V

10.1.5 ThermocoupleExt. Cable

Single & Multi-Pairs

10.2 Conduit

Type

Location Metallic Non-metallic

Above Ground Rs. S. Galv. Or Cu-Free AL 4 & Up N/A

Below Ground R. S. Galv PVC Sch. 40 all sizes

Building R. s. Galv. Or EMT N/A

10.3 Conduit Protection

Buried Conduits inBanks

Red Concrete Envelope 3 Main. Red Concrete Envelope 3 Main.

Single Buried Conduits RGS. 3 Red Concrete Envelop ifarea is at risk of future excavation

Red Concrete Envelope 3 Main.


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Class1 Class210.4 Conduit Fittings Location Unclassified Div 1 Div 2 Div 1 Div 2

Indoor XP Obround 1

Outdoor XP Form 8 Over 1

P 11 SPECIAL CONSIDERATIONS

11.1 For location of Classified Areas._____________________________________________

Type Location

11.2 Classifications Required Class I, Div. 1 TBD

Class I, Div. 2 TBD

Class II, Div. 1 TBD

Class II, Div. 2 TBD

11.2 Lighting Protection Electrical Required for:

11.2.1 Equipment Motors rated 4000 HP and large (See Section A .52) Structures

11.2.2 Any motor connected to overhead exposed conductors


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P 12 POLE LINE MATERIAL

Voltage Construction Pole Class Insulator Crossarms

12.1

P 13 METERING

13.1 Type

Nominal Voltage Location

13.1.1 12 KV Main Multi-function Digital Metering

13.1.2 2.4 KV Feeder Multi-function Digital Metering

13.1.3 480 V Unit Sub- Main Multi-function Digital Metering

13.1.4 480 V Feeder Multi-function Digital Metering

P 14 ADJUSTABLE SPEED DRIVES

14.2 Voltage, Phase & Frequency

NominalVoltage Phase Frequency Type Location Grounding

14.2.1 12.47 KV 15 KV As Reqd Metal Clad -- --

14.2.2 2.4 KV 5 KV As Reqd Metal Clad -- --

14.2.3 480 V 600 V As Reqd Metal Clad -- --


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14.2 Technology

14.2.1 Pulse Width Modulation (PWM) 12 pulse

14.2.2 Load Commutated Inverter (LCI) 6 pulse

P 15 HEAT TRACING

P 16 PROCESS CONTROL TELEMETRY SCADA

P 17 CATHODIC PROTECTION

17.1 Furnish and install galvanic anode cathodic protection system of underground perSpecification 11800.


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SECTION Q DESIGN DATA FOR FOUNDATIONS

Q 1 DESIGN CRITERIA

See Section M-1

Q 2 TYPES OF FOUNDATIONS

Selection of foundation type (i.e., piles or shallow footings) shall be made on a case-by-case basis, considering the soil strength and stiffness, and the requirements of theequipment to be supported.

Q 3 FOUNDATION CAPACITIES

Refer to the geotechnical reports for each site.

Q 4 FOUNDATION PILES Typical Example Only

All piles shall be 14 x 14 pre-cast pre-stressed concrete or 12.steel pipe.


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SECTION R DESIGN DATA FOR ARCHITECTURE AND BUILDINGS

R 1 CODES

R 2 DESIGN CRITERIA FOR TYPE OF BUILDING

R 3 OFFICE REQUIREMENTS

R 4 CHANGE ROOM AND LOCKERS REQUIREMENTS

R 5 TOILETS AND WASTE DISPOSAL SYSTEMS

R 6 LABORATORY REQUIREMENTS


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R 7 WALLS, PARTITIONS AND WINDOWS REQUIREMENTS

R 8 ROOF REQUIREMENTS

R 9 FIRE PROTECTION, SPRINKLER AND FIRE EXTINGUISHERS

R 10 HVAC REQUIREMENTS


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SECTION S DESIGN DATA FOR MISCELLANEOUS SERVICES

S 1 GRADING

Fill area and grade as required per Specification____________________________.

S 2 PAVING

Refer to Specification________________________________________________.

2.1 Roads

Main Plant Asphaltic Concrete

Maintenance Area Asphaltic Concrete

2.2 Walks Concrete

2.3 Plant Areas Asphaltic concrete except under equipment where pile supported

concrete pads are installed.

S 3 DRAINAGE

Refer to Specification___________________________________________________.

3.1 Storm drains and ditches shall be designed for 10-year frequency storms. Use 25 yearreturn period for very sensitive areas or if required by outside agency.

3.2 On-plot use runoff coefficient of 1.0.


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3.3 Each area catch basin serving an area of approximately 3750 sq. ft. and its lateral shallbe designed to carry 0.2 gpm per ft2of contributing surface area. Mains should bedesigned to carry 3000 to 5000 gpm of fire water.

S 4 HYDROSTATIC TESTING

4.1 Hydrostatic testing of underground piping shall be done in accordance with

Specification__________________________.

S 5 FIRE PROTECTION

5.1 Fire Codes: NFPA YES Other: Local Ordinances

5.2 Safety Orders: CAL-OSHA, State and Local Ordinances

5.3 Public Fire Protection: Available: Yes On call basis By Whom:______________

5.4 Control House Design: Purged No

5.5 Plant Fire Alarm System: Type _________________________________________

5.6 Spacing Between Plants: _________________________________________________

5.7 Location of Fired Equipment: ______________________________________________

5.8 Type of Hose Threads Required:

American National Standard: 1-1/2 and 2-1/2 __________________

Other: _________________________

5.9 Type of Hydrants Required: Standard Drawing

Type B-3 Model _______ Threads NSHFT

5.10 Type of First Aid Hose Stations Required:

Standard Drawing 1-1/2 hose reels W / 100 hose


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5.11 Special Extinguishing Systems Required: ____________________________________

Water Spray: _______________________________________________

Foam: ___________ Other: _____________

5.12 Monitors __________________________________ ;___________ gpm at ______ psig

5.13 Make and Model of all Extinguishers, Nozzles, Hose, will be specified by:______________________________________________________________

5.14 Special Provisions required in Tank fields: Firewater will be installed to deluge LPGdrums or spheres, or treating vessels which, if not cooled immediately in case of firecould fail and add to the propagation of the fire. Spray will also be provided overhydrocarbon pumps operating over auto ignition temperature. Critical area and locationof water supply will be determined by Company.

S 6 SECURITY AND SAFETY

6.1 Codes and Instructions6.1.1 California Occupational Health and Safety Act. Safety Order Title 8

6.1.2 Safety in Design Standards

6.1.3 Fire Protection Standards

6.2 Insulation or barricades are required for accessible surfaces that exceed 140F unlessotherwise approved.

6.3 Security6.3.1 Internal Security

6.3.2 External Security

S 7 PAINTING


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7.1 Buildings

7.1.1 Internal Painting per Specification ____________________________________

7.1.2 External Painting per Specification ___________________________________

7.2 Equipment per Specifications _____________________________________________

7.3 External Items per Specification ___________________________________________

SECTION T DESIGN DATA FOR MATERIALS HANDLING

T-1 LOAD REQUIREMENTS

T-2 OSHA AND SAFETY REQUIREMENTS

T-3 NOISE CONTROL REQUIREMENTS


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SECTION U DESIGN DATA FOR EXPENDABLES

U-1 CATALYST

U-2 CHEMICALS

U-3 LUBRICATING OILS AND GREASE

U-4 SEAL AND FLUSHING OILS

U-5 REFRIGERANTS


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SECTION V DESIGN DATA FOR PACKAGE UNITS

V-1 SPECIFIC DESIGN CRITERIA

These package units are Off-the Shelf. No custom design.

SECTION X DESIGN DATA FOR LANDSCAPING

X-1 SITE SPECIFIC STRUCTURAL AND ORNAMENTAL FREATURES

X-2 SITE SPECIFIC NATURAL FREATURES

X-3 SPECIAL VISUAL REQUIREMENTS

X-4 MITIGATION REQUIREMENTS

X-5 GATES AND FENCING

X-6 IRRIGATION REQUIREMENTS


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SECTION Z DESIGN DATA FOR ENVIRONMENTAL AND POLLUTION CONTROL

Consult Planning & Environmental Group for assistance.

Z-1 REGULATORY ISSUES

Z-2 REGULATORY REQUIREMENTS

Z-3 REGULATORY AGENCIES

Z-4 MONITORING AND REPORTING

Z-5 SOILS

Z-6 GROUND WATER AND SURFACE WATER

Z-7 AIR QUALITY AND EMISSIONS CONTROL

Z-8 NOISE

Z-9 ODOR


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PART III REFERENCES

I-1 TECHNICAL CONTRACTS AND REPORTS

III-2 MAJOR OR CRITICAL SPECIFICATIONS REFERENCED IN BEDD SHEETS

III-3 MAJOR OR CRITICAL SITE DRAWINGS

basic engineering data sheets

Documents