COMPLETE REVISIONMarch 2005

Process Industry PracticesCivil

PIP CVC01018Project Data Sheet

PURPOSE AND USE OF PROCESS INDUSTRY PRACTICES

In an effort to minimize the cost of process industry facilities, this Practice hasbeen prepared from the technical requirements in the existing standards of majorindustrial users, contractors, or standards organizations. By harmonizing thesetechnical requirements into a single set of Practices, administrative, application, andengineering costs to both the purchaser and the manufacturer should be reduced. Whilethis Practice is expected to incorporate the majority of requirements of most users,individual applications may involve requirements that will be appended to and takeprecedence over this Practice. Determinations concerning fitness for purpose andparticular matters or application of the Practice to particular project or engineeringsituations should not be made solely on information contained in these materials. Theuse of trade names from time to time should not be viewed as an expression ofpreference but rather recognized as normal usage in the trade. Other brands having thesame specifications are equally correct and may be substituted for those named. AllPractices or guidelines are intended to be consistent with applicable laws andregulations including OSHA requirements. To the extent these Practices or guidelinesshould conflict with OSHA or other applicable laws or regulations, such laws orregulations must be followed. Consult an appropriate professional before applying oracting on any material contained in or suggested by the Practice.

This Practice is subject to revision at any time by the responsible Function Team andwill be reviewed every 5 years. This Practice will be revised, reaffirmed, or withdrawn.Information on whether this Practice has been revised may be found at www.pip.org.

Process Industry Practices (PIP), Construction Industry Institute, TheUniversity of Texas at Austin, 3925 West Braker Lane (R4500), Austin,Texas 78759. PIP member companies and subscribers may copy this Practicefor their internal use. Changes, overlays, addenda, or modifications of anykind are not permitted within any PIP Practice without the express writtenauthorization of PIP.

PIP will not consider requests for interpretations (inquiries) for this Practice.

PRINTING HISTORYMarch 2000 Issued March 2005 Complete RevisionMay 2001 Technical Correction

Not printed with State funds

COMPLETE REVISIONMarch 2005

Process Industry Practices Page 1 of 3

Process Industry PracticesCivil

PIP CVC01018Project Data Sheet

Table of Contents

1. Introduction ..................................21.1 Purpose ............................................. 21.2 Scope................................................. 2

2. References....................................22.1 Process Industry Practices ................ 22.2 Industry Codes and Standards .......... 22.3 Government Regulations ................... 2

Data FormCVC01018-D - Project Data Sheet -

Plant Site Data Sheet, U.S. CustomaryUnits

CVC01018-DM - Project Data Sheet -Plant Site Data Sheet, SI Units

PIP CVC01018 COMPLETE REVISIONProject Data Sheet March 2005

Page 2 of 3 Process Industry Practices

1. Introduction

1.1 Purpose

This Practice provides the Project Data Sheet for compiling and communicatingcivil/structural/architectural facilities design data for an individual project.

1.2 Scope

The Project Data Sheet provides design data for use in conjunction with the PIPcivil, structural, architectural, and building utilities design criteria. The project datamay be provided by the owner or developed by the project design team and approvedby the owner. Not all information in these documents may be applicable to a specificproject. Some information may be applicable to work performed by other disciplinesand should, therefore, be issued to all disciplines for their use.

2. References

Applicable parts of the following industry codes and standards and government regulationsshall be considered an integral part of this Practice. The edition in effect on the date ofcontract award shall be used, except as otherwise noted. Short titles will be used hereinwhere appropriate.

2.1 Process Industry Practices (PIP)

CVS02830 - Fabrication and Installation of Chain Link Fence and Gates

2.2 Industry Codes and Standards

American Institute of Steel Construction (AISC)

AISC Manual of Steel Construction - Allowable Stress Design (ASD)

AISC Manual of Steel Construction - Load and Resistance Factor Design(LRFD)

American Society of Civil Engineers (ASCE)

ASCE 7 - Minimum Design Loads for Buildings and Other Structures

American Society for Testing and Materials (ASTM)

ASTM A36/A36M - Standard Specification for Carbon Structural Steel

ASTM A572/A572M - Standard Specification for High-Strength, Low-Alloy,Columbiun-Vanadium Structural Steels

ASTM A992/A992M - Standard Specification for Steel for Structural Shapesfor Use in Building Framing

2.3 Government Regulations

Federal regulations, standards, and instructions of the various Federal agencies andany additional requirements by state or local agencies or other countries that have

COMPLETE REVISION PIP CVC01018March 2005 Project Data Sheet

Process Industry Practices Page 3 of 3

jurisdiction in the state or area where the project is to be constructed shall apply.Federal Agencies with jurisdiction may include the following:

a. Occupational Safety and Health Administration (OSHA)

b. Environmental Protection Agency (EPA)

c. Federal Emergency Management Agency (FEMA)

d. U.S. Army Corps of Engineers (USACE)

e. Federal Energy Regulatory Commission (FERC)

f. U.S. Department of Transportation (DOT)

g. Other agencies and sub-agencies as may be project specific.

Federal laws that are specifically mentioned in this Practice:

a. Resource Conservation and Recovery Act (RCRA)

b. Toxic Substances Control Act (TSCA)

Other countries, states, and localities most likely have agencies with similarfunctions that must be contacted on a project-specific basis.

FACILITY NAME/LOCATION:

SURVEY MONUMENTS FOR PROJECT CONTROL:MONUMENT # : E: ELEVATION: FTMONUMENT # : N: E: ELEVATION: FTMONUMENT # : N: E: ELEVATION: FT

UNIT HIGH POINT OF PAVING ELEVATION: UNIT LOW POINT OF PAVING ELEVATION:UNIT TYPICAL TOP OF GROUT ELEVATION: (FOR STRUCTURE PIERS, VERTICAL VESSELS, ETC.)

RIGHTS OF WAY:

EXISTING SURVEYS:

SOILS MANAGEMENT:RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) HAZARDOUS SOIL: YES NO

DISPOSAL: ON-SITE OFF-SITE, LOCATION:

TOXIC SUBSTANCES CONTROL ACT (TSCA) HAZARDOUS SOIL: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

OTHER CONTAMINATED SOIL: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

CONTAMINATED DEWATERING: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

UNCONTAMINATED SURPLUS SOIL DISPOSAL: ON-SITE OFF-SITE, LOCATION:REMARKS:

PLANT ROADS:EXISTING AVERAGE TRAFFIC: TRAILER TRUCKS/DAY OTHER VEHICLES/DAYCHANGE IN AVERAGE TRAFFIC: TRAILER TRUCKS/DAY OTHER VEHICLES/DAYSPECIAL LOADING (FORKLIFTS, CRANES, CONTAINER HANDLERS, HEAVY HAULERS):

RAILROADS:WEIGHT OF LARGEST EXPECTED LOCOMOTIVE: LBSWEIGHT OF LARGEST EXPECTED CAR: LBSDIMENSIONS OF LARGEST EXPECTED CAR:SPACING BETWEEN LOADING RACK STATIONS:

PREFERRED BORROW MATERIAL (STRUCTURAL FILL):SOURCE:TYPE:HAUL DISTANCE: MILES

PREFERRED ROCK SOURCE (FILL ROCK, AGGREGATES, ETC.):SOURCE:TYPE:HAUL DISTANCE: MILES

PERMITS REQUIRED FOR PROJECT:LAND DISTURBANCE: YES NO ACCESS ROAD: YES NO BUILDING OFFICIAL: YES NOSTORM WATER: YES NO SPILL CONTROL: YES NO POLLUTION DISCHARGE: YES NOAIR (SIP): YES NO COE 404: YES NO WETLANDS: YES NOOTHER:

NO. DATE REVISION DESCRIPTION BY APVD.

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MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

CVC01018-D

SITE FINISH:

PARKING AREAS:PROCESS AREAS:

PLUS FT BORDERNON-PROCESS AREAS:UNDER PIPE RACKS:CONSTRUCTION LAYDOWN YARD:

CONCRETE PAVING TYPES ARE: JPCP-JOINTED PLAIN, JRCP-JOINTED REINFORCED, AND RCCP-ROLLER COMPACTED

SEWERS:SANITARY: ON-SITE TREATMENT OFF-SITE TREATMENTPROCESS: ON-SITE TREATMENT OFF-SITE TREATMENTSTORM WATER COLLECTION:

INLETS AND PIPES OPEN DITCHES COMBINATION RETENTION BASIN(S)TREATMENT: CHANNEL EROSION CONTROL:RETENTION BASIN(S) WAVE EROSION CONTROL DISCHARGE STRUCTURE

FIREWATER RUNOFF AMOUNT: GPM: OTHER:

SECURITY FENCING:REQUIRED: HEIGHT: FT (FABRIC ONLY) CHAIN-LINK OTHER:

GALVANIZED STEEL ALUMINUM-COATED STEEL PVC-COATED STEEL OTHER:COATING WEIGHT OR THICKNESS: CLASS 1 (1.2 OZ/SQFT) CLASS 2 (2.0 OZ/SQFT)

SEE REFERENCE: PIP CVS02380 FAB & INSTALL OF CHAIN LINK FENCE:NOT REQUIRED

ASCE 7 WIND, SNOW, AND EARTHQUAKE LOAD CLASSIFICATION CATEGORY:USE ASCE 7 CATEGORY III FOR ALL BUILDINGS AND OTHER STRUCTURES, EXCEPT USE CATEGORY I, II, OR IV AS FOLLOWS:STRUCTURE/FOUNDATION: CATEGORY:

WIND LOAD EXCEPTIONS FROM PLANT DATA SHEET:

STEEL DESIGN: MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN, EDITIONMANUAL OF STEEL CONSTRUCTION - LOAD AND RESISTANCE FACTOR DESIGN, EDITIONOTHER:

BOLT THREADS IN SHEAR PLANE: INCLUDED EXCLUDEDTYPICAL HIGH STRENGTH BOLT SIZE: 3/4" 7/8" 1" OTHER:VERTICAL BRACING: DOUBLE ANGLES WT's OTHER:HORIZONTAL BRACING: SINGLE ANGLES WT's OTHER:

GRADE OF STRUCTURAL STEEL:ASTM A36, FY = 36 KSI ASTM A572, FY = 50 KSI ASTM A992, FY = 50 KSI OTHER: FY = KSI

OTHER

CVC01018-D

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MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

GRASS GRAVEL ASPHALT CONCRETE & TYPE*

STRUCTURAL AND MISCELLANEOUS STEEL PROTECTIVE COATINGS:INTERIOR PROCESS AREAS:

GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

EXTERIOR PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

INTERIOR NON-PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

EXTERIOR NON-PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

FOR MORE INFORMATION, SEE:

PREFERRED METAL FLOORING:GRATING: IN. PLAIN SERRATED, GALVANIZED STEEL, WELDED RECTANGULAR BARCHECKERED FLOOR PLATE: IN. THICK SURFACE PATTERN TO BE:OTHER:

PREFERRED RAILING:PIPE RAILING ANGLE RAILING

FIREPROOFING:FIREPROOFING CRITERIA (MATERIAL AND EXTENT):

CONCRETE:MINIMUM DESIGN STRENGTHS (28-DAY FC):

SUPERSTRUCTURE (BEAMS, COLUMNS, SLABS): PSIFOUNDATIONS (DRILLED PIERS, FOOTINGS, GRADE/TIE BMS., RETAINING WALLS): PSIWATER RETAINING OR CONTAINMENT STUCTURES: PSISIDEWALKS: PSI PAVING: PSI FLEXURAL STRENGTH: PSIELECTRICAL DUCT BANKS: PSICONTROLLED LOW STRENGTH MATERIAL BACKFILL (CLSM): PSI (50, 75, 100, OR 150 PSI IS TYPICAL.)OTHER: PSI

PERMITTED ADMIXTURES: FLY ASH GROUND GRANULAR BLAST FURNACE SLAG AIR ENTRAININGFIBERMESH WATER REDUCERS CORROSION INHIBITORS SILICA FUME OTHER:

SPECIAL DURABILITY REQUIREMENTS:

REINFORCING STEEL:GRADE 60 OTHER: WELDABLE MECHANICAL CONNECTORS:NO COATING EPOXY COATED: MILS GALVANIZED: WT. OTHER:WELDED WIRE MESH PERMITTED.

REINFORCING STEEL COVER: ACI STANDARD COVER IN. ADDITIONAL TO ACI STANDARD OTHER:ANCHOR BOLTS:

GRADE 36 FOR:F1554 GRADE: 36 FOR:

50 FOR:105 FOR:

GRADE: FOR:

METAL DECKING:COMPOSITE NON-COMPOSITE

PREFERRED METAL DECKING VENDOR AND TYPE:

DATA SHEETASSOC. PIPCVC01018

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MARCH 2005PROJECT DATA SHEET

SOIL PROPERTIES:GEOTECHNICAL REPORT

OBTAIN GEOTECHNICAL REPORTTITLE, AUTHOR, COMPANY, AND DATE OF THE APPLICABLE GEOTECHNICAL ENGINEERING REPORT:

THE FOLLOWING FOUNDATION DESIGN INFORMATION IS EXTRACTED FROM THE PROJECTS GEOTECHNICAL REPORT. THIS REPORT MAY BE CONSULTED FOR ADDITIONAL INFORMATION.

SOIL DESIGN PARAMETERS:ACTIVE EARTH PRESSURE COEFFICIENT: Ka = PASSIVE EARTH PRESSURE COEFFICIENT: Kp = AT-REST EARTH PRESSURE COEFFICIENT: Ko = BULK UNIT WEIGHT: = PCFSTATIC STRESS-STRAIN MODULUS: Es = KSIPOISSONS RATIO: =ANGLE OF INTERNAL FRICTION: = DEGREESCOHESION: c =MODULUS OF SUBGRADE REACTION: Ks = KCFDYNAMIC SHEAR MODULUS: Gs = KSICBR VALUE:SLIDING RESISTANCE:

FOUNDATIONS:SPECIAL FOUNDATION CONSIDERATIONS:

POSSIBILITY OF PILE DRIVING CAUSING CROSS CONTAMINATION OF AQUIFERS: YES NOPOSSIBILITY OF PILE DRIVING DAMAGING ADJACENT FACILITIES: YES NOPOSSIBILITY OF SOILS BEING SUSCEPTIBLE TO LIQUEFACTION: YES NO

WATER TABLE:DESIGN WATER TABLE ELEVATION: FT, WITH RESPECT TO MSL

SHALLOW FOUNDATION AND BELL BOTTOM DRILLED PIER DESIGN PARAMETERS:DEPTH BELOW FINISHED GRADE (FT) ALLOWABLE NET BEARING PRESSURE (KSF)

NOTES: (1) BASED ON A FACTOR OF SAFETY OF:(2) IF SETTLEMENT CONTROLS, SEE GEOTECHNICAL REPORT.

ALLOWABLE GROSS UNIFORM BEARING PRESSURE OR ALLOWABLE AXIAL COMPRESSION UNDER WIND OR SEISMIC AND GRAVITY LOADING COMBINATIONS CAN BE INCREASED BY 1/3, AND ALLOWABLE LATERAL LOADS CANBE INCREASED BY 1/3 IF LATERAL FORCES ARE DUE TO EITHER WIND OR SEISMIC LOADS.

SETTLEMENT CURVES: ATTACHED SEE GEOTECHNICAL REPORT, PAGE:

PILE LOAD CAPACITY CURVES (p/y) SEE GEOTECHNICAL REPORT, PAGE:PILE TENSION CAPACITY CURVES (p/y) SEE GEOTECHNICAL REPORT, PAGE:

DATA SHEETASSOC. PIPCVC01018

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MARCH 2005PROJECT DATA SHEET

DEEP FOUNDATIONS:TYPES PERMITTED:

STEEL PIPE PRESTRESSED H-PILES TIMBER AUGER DRILLED PIER PRESS. DISPLACEMENT

MINIMUM PILE OR DRILLED PIER SPACING = DIAMETERSREDUCTIONS IN ALLOWABLE COMPRESSION LOADS AND IN ALLOWABLE LATERAL LOADS DUE TO GROUP EFFECTS, PER THE GEOTECHNICAL REPORTALLOWABLE COMPRESSION LOADS UNDER WIND OR SEISMIC AND GRAVITY LOADING COMBINATIONS CAN BEINCREASED BY 1/3 IF LATERAL FORCES ARE DUE TO EITHER WIND OR SEISMIC LOADS.

PROJECT ELEVATIONS:PROCESS FLOOR:ROAD CENTERLINE:PARKING AREA:LAYDOWN YARD:STORMWATER DISCHARGE:OILY WATER SEWER DISCHARGE:

TENSIONSIZETYPE

LATERALALLOWABLE LOAD, KIPSLENGTH

COMPRESSION

PAGE 5 OF 5

MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

CVC01018-D

FACILITY NAME/LOCATION:

SURVEY MONUMENTS FOR PROJECT CONTROL:MONUMENT # : N: E: ELEVATION: MMONUMENT # : N: E: ELEVATION: MMONUMENT # : N: E: ELEVATION: M

UNIT HIGH POINT OF PAVING ELEVATION: UNIT LOW POINT OF PAVING ELEVATION:UNIT TYPICAL TOP OF GROUT ELEVATION: (FOR STRUCTURE PIERS, VERTICAL VESSELS, ETC.)

RIGHTS OF WAY:

EXISTING SURVEYS:

SOILS MANAGEMENT:RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) HAZARDOUS SOIL: YES NO

DISPOSAL: ON-SITE OFF-SITE, LOCATION:

TOXIC SUBSTANCES CONTROL ACT (TSCA) HAZARDOUS SOIL: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

OTHER CONTAMINATED SOIL: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

CONTAMINATED DEWATERING: YES NODISPOSAL: ON-SITE OFF-SITE, LOCATION:

UNCONTAMINATED SURPLUS SOIL DISPOSAL: ON-SITE OFF-SITE, LOCATION:REMARKS:

PLANT ROADS:EXISTING AVERAGE TRAFFIC: TRAILER TRUCKS/DAY OTHER VEHICLES/DAYCHANGE IN AVERAGE TRAFFIC: TRAILER TRUCKS/DAY OTHER VEHICLES/DAYSPECIAL LOADING (FORKLIFTS, CRANES, CONTAINER HANDLERS, HEAVY HAULERS):

RAILROADS:WEIGHT OF LARGEST EXPECTED LOCOMOTIVE: KGWEIGHT OF LARGEST EXPECTED CAR: KGDIMENSIONS OF LARGEST EXPECTED CAR:SPACING BETWEEN LOADING RACK STATIONS:

PREFERRED BORROW MATERIAL (STRUCTURAL FILL):SOURCE:TYPE:HAUL DISTANCE: KM

PREFERRED ROCK SOURCE (FILL ROCK, AGGREGATES, ETC.):SOURCE:TYPE:HAUL DISTANCE: KM

PERMITS REQUIRED FOR PROJECT:LAND DISTURBANCE: YES NO ACCESS ROAD: YES NO BUILDING OFFICIAL: YES NOSTORM WATER: YES NO SPILL CONTROL: YES NO POLLUTION DISCHARGE: YES NOAIR (SIP): YES NO COE 404: YES NO WETLANDS: YES NOOTHER:

NO. DATE REVISION DESCRIPTION BY APVD.

PAGE 1 OF 5

MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

CVC01018-DM

SITE FINISH:

PARKING AREAS:PROCESS AREAS:

PLUS M BORDERNON-PROCESS AREAS:UNDER PIPE RACKS:CONSTRUCTION LAYDOWN YARD:

CONCRETE PAVING TYPES ARE: JPCP-JOINTED PLAIN, JRCP-JOINTED REINFORCED, AND RCCP-ROLLER COMPACTED

SEWERS:SANITARY: ON-SITE TREATMENT OFF-SITE TREATMENTPROCESS: ON-SITE TREATMENT OFF-SITE TREATMENTSTORM WATER COLLECTION:

INLETS AND PIPES OPEN DITCHES COMBINATION RETENTION BASIN(S)TREATMENT: CHANNEL EROSION CONTROL:RETENTION BASIN(S) WAVE EROSION CONTROL DISCHARGE STRUCTURE

FIREWATER RUNOFF AMOUNT: LPM: OTHER:

SECURITY FENCING:REQUIRED: HEIGHT: M (FABRIC ONLY) CHAIN-LINK OTHER:

GALVANIZED STEEL ALUMINUM-COATED STEEL PVC-COATED STEEL OTHER:COATING WEIGHT OR THICKNESS: mm CLASS 1 (1.2 OZ/SQFT) CLASS 2 (2.0 OZ/SQFT)

SEE REFERENCE: PIP CVS02380 FAB & INSTALL OF CHAIN LINK FENCE:NOT REQUIRED

ASCE 7 WIND, SNOW, AND EARTHQUAKE LOAD CLASSIFICATION CATEGORY:USE ASCE 7 CATEGORY III FOR ALL BUILDINGS AND OTHER STRUCTURES, EXCEPT USE CATEGORY I, II, OR IV AS FOLLOWS:STRUCTURE/FOUNDATION: CATEGORY:

WIND LOAD EXCEPTIONS FROM PLANT DATA SHEET:

STEEL DESIGN: MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN, EDITIONMANUAL OF STEEL CONSTRUCTION - LOAD AND RESISTANCE FACTOR DESIGN, EDITIONOTHER:

BOLT THREADS IN SHEAR PLANE: INCLUDED EXCLUDEDTYPICAL HIGH STRENGTH BOLT SIZE: 20mm 22mm 25mm OTHER:VERTICAL BRACING: DOUBLE ANGLES WT's OTHER:HORIZONTAL BRACING: SINGLE ANGLES WT's OTHER:

GRADE OF STRUCTURAL STEEL:ASTM A36M, FY = 248 MPA ASTM A572M, FY = 345 MPAASTM A992M, FY = 345 MPAOTHER: FY = MPA

OTHER

CVC01018-DM

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MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

GRASS GRAVEL ASPHALT CONCRETE & TYPE*

STRUCTURAL AND MISCELLANEOUS STEEL PROTECTIVE COATINGS:INTERIOR PROCESS AREAS:

GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

EXTERIOR PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

INTERIOR NON-PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

EXTERIOR NON-PROCESS AREAS:GALVANIZED: HOT DIP COATING WEIGHT OR GRADE: OTHER:PAINTED, USING: MIN THICKNESS:

FOR MORE INFORMATION, SEE:

PREFERRED METAL FLOORING:GRATING: mm PLAIN SERRATED, GALVANIZED STEEL, WELDED RECTANGULAR BARCHECKERED FLOOR PLATE: mm THICK SURFACE PATTERN TO BE:OTHER:

PREFERRED RAILING:PIPE RAILING ANGLE RAILING

FIREPROOFING:FIREPROOFING CRITERIA (MATERIAL AND EXTENT):

CONCRETE:MINIMUM DESIGN STRENGTHS (28-DAY FC):

SUPERSTRUCTURE (BEAMS, COLUMNS, SLABS): MPAFOUNDATIONS (DRILLED PIERS, FOOTINGS, GRADE/TIE BMS., RETAINING WALLS): MPAWATER RETAINING OR CONTAINMENT STUCTURES: MPASIDEWALKS: MPA PAVING: MPA FLEXURAL STRENGTH: MPAELECTRICAL DUCT BANKS: MPACONTROLLED LOW STRENGTH MATERIAL BACKFILL (CLSM): MPA (50, 75, 100 OR 150 PSI IS TYPICAL.)OTHER: MPA

PERMITTED ADMIXTURES: FLY ASH GROUND GRANULAR BLAST FURNACE SLAG AIR ENTRAININGFIBERMESH WATER REDUCERS CORROSION INHIBITORS SILICA FUME OTHER:

SPECIAL DURABILITY REQUIREMENTS:

REINFORCING STEEL:GRADE 60 OTHER: WELDABLE MECHANICAL CONNECTORS:NO COATING EPOXY COATED: mm GALVANIZED: WT. OTHER:WELDED WIRE MESH PERMITTED.

REINFORCING STEEL COVER: ACI STANDARD COVER mm ADDITIONAL TO ACI STANDARD OTHER:ANCHOR BOLTS:

GRADE 36 FOR:F1554 GRADE: 36 FOR:

50 FOR:105 FOR:

GRADE: FOR:

METAL DECKING:COMPOSITE NON-COMPOSITE

PREFERRED METAL DECKING VENDOR AND TYPE:

DATA SHEETASSOC. PIPCVC01018

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MARCH 2005PROJECT DATA SHEET

SOIL PROPERTIES:GEOTECHNICAL REPORT

OBTAIN GEOTECHNICAL REPORTTITLE, AUTHOR, COMPANY, AND DATE OF THE APPLICABLE GEOTECHNICAL ENGINEERING REPORT:

THE FOLLOWING FOUNDATION DESIGN INFORMATION IS EXTRACTED FROM THE PROJECTS GEOTECHNICAL REPORT. THIS REPORT MAY BE CONSULTED FOR ADDITIONAL INFORMATION.

SOIL DESIGN PARAMETERS:ACTIVE EARTH PRESSURE COEFFICIENT: Ka = PASSIVE EARTH PRESSURE COEFFICIENT: Kp = AT-REST EARTH PRESSURE COEFFICIENT: Ko = BULK UNIT WEIGHT: = KG/M3

STATIC STRESS-STRAIN MODULUS: Es = MPAPOISSONS RATIO: =ANGLE OF INTERNAL FRICTION: = DEGREESCOHESION: c =MODULUS OF SUBGRADE REACTION: Ks = KN/M3

DYNAMIC SHEAR MODULUS: Gs = MPACBR VALUE:SLIDING RESISTANCE:

FOUNDATIONS:SPECIAL FOUNDATION CONSIDERATIONS:

POSSIBILITY OF PILE DRIVING CAUSING CROSS CONTAMINATION OF AQUIFERS: YES NOPOSSIBILITY OF PILE DRIVING DAMAGING ADJACENT FACILITIES: YES NOPOSSIBILITY OF SOILS BEING SUSCEPTIBLE TO LIQUEFACTION: YES NO

WATER TABLE:DESIGN WATER TABLE ELEVATION: M, WITH RESPECT TO MSL

SHALLOW FOUNDATION AND BELL BOTTOM DRILLED PIER DESIGN PARAMETERS:DEPTH BELOW FINISHED GRADE (M) ALLOWABLE NET BEARING PRESSURE (KPA)

NOTES: (1) BASED ON A FACTOR OF SAFETY OF:(2) IF SETTLEMENT CONTROLS, SEE GEOTECHNICAL REPORT.

ALLOWABLE GROSS UNIFORM BEARING PRESSURE OR ALLOWABLE AXIAL COMPRESSION UNDER WIND OR SEISMIC AND GRAVITY LOADING COMBINATIONS CAN BE INCREASED BY 1/3, AND ALLOWABLE LATERAL LOADS CANBE INCREASED BY 1/3 IF LATERAL FORCES ARE DUE TO EITHER WIND OR SEISMIC LOADS.

SETTLEMENT CURVES: ATTACHED SEE GEOTECHNICAL REPORT, PAGE:

PILE LOAD CAPACITY CURVES (p/y) SEE GEOTECHNICAL REPORT, PAGE:PILE TENSION CAPACITY CURVES (p/y) SEE GEOTECHNICAL REPORT, PAGE:

DATA SHEETASSOC. PIPCVC01018

CVC01018-DM

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MARCH 2005PROJECT DATA SHEET

DEEP FOUNDATIONS:TYPES PERMITTED:

STEEL PIPE PRESTRESSED H-PILES TIMBER AUGER DRILLED PIER PRESS. DISPLACEMENT

MINIMUM PILE OR DRILLED PIER SPACING = DIAMETERSREDUCTIONS IN ALLOWABLE COMPRESSION LOADS AND IN ALLOWABLE LATERAL LOADS DUE TO GROUP EFFECTS, PER THE GEOTECHNICAL REPORTALLOWABLE COMPRESSION LOADS UNDER WIND OR SEISMIC AND GRAVITY LOADING COMBINATIONS CAN BEINCREASED BY 1/3 IF LATERAL FORCES ARE DUE TO EITHER WIND OR SEISMIC LOADS.

PROJECT ELEVATIONS:PROCESS FLOOR:ROAD CENTERLINE:PARKING AREA:LAYDOWN YARD:STORMWATER DISCHARGE:OILY WATER SEWER DISCHARGE:

TENSIONSIZETYPE

LATERALALLOWABLE LOAD, KNLENGTH

COMPRESSION

PAGE 5 OF 5

MARCH 2005PROJECT DATA SHEET

DATA SHEETASSOC. PIPCVC01018

CVC01018-DM