TECHNICAL CORRECTIONMay 2001

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 has been prepared from the technical requirements in the existing standards of major industrial users, contractors, or standards organizations. By harmonizing these technical requirements into a single set of Practices, administrative, application, and engineering costs to both the purchaser and the manufacturer should be reduced. While this Practice is expected to incorporate the majority of requirements of most users, individual applications may involve requirements that will be appended to and take precedence over this Practice. Determinations concerning fitness for purpose and particular matters or application of the Practice to particular project or engineering situations should not be made solely on information contained in these materials. The use of trade names from time to time should not be viewed as an expression of preference but rather recognized as normal usage in the trade. Other brands having the same specifications are equally correct and may be substituted for those named. All Practices or guidelines are intended to be consistent with applicable laws and regulations including OSHA requirements. To the extent these Practices or guidelines should conflict with OSHA or other applicable laws or regulations, such laws or regulations must be followed. Consult an appropriate professional before applying or acting on any material contained in or suggested by the Practice.

This Practice is subject to revision at any time by the responsible Function Teamand will 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 This Practice will be revised, reaffirmed, or withdrawn.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 http://www.pip.org.

© Process Industry Practices (PIP), Construction Industry Institute, The University of Texas at Austin, 3208 Red River Street, Suite 300, Austin, Texas 78705. PIP member companies and subscribers may copy this Practice for their internal use. Changes, overlays, addenda, or modifications of any kind are not permitted within any PIP Practice without the express written authorization of PIP.

PRINTING HISTORYMarch 2000 IssuedMay 2001 Technical Correction

Not printed with State funds

Project Data Sheet(Refer to PIP CVC01016)

CVC01018

Page 1 of 5

May 2001

Project Number:       Date:      

Project Title:

     

Project Control Monument

Monument #       N       E       Elevation       ft (m)

Soils Management

RCRA Hazardous Soil? Yes No

Disposal: On-site Off-site, Location:      

TSCA Hazardous Soil? Yes No

Disposal: On-site Off-site, Location:      

Other Contaminated Soil? Yes No

Disposal: On-site Off-site, Location:      

Contaminated Dewatering? Yes No

Disposal: On-site Off-site, Location:      

Uncontaminated Surplus Soil Disposal: On-site Off-site, Location:      

Plant Roads

Existing Average Traffic:       trailer trucks/day       other vehicles/day

Change in Average Traffic:       trailer trucks/day       other vehicles/day

Special Loading:      

Railroads

Weight of Largest Expected Car:       lbs (kg)

Dimensions of Largest Expected Car:      

Spacing Between Loading Rack Stations:      

Preferred Borrow Material

Source:      

Type:      

Haul Distance:       miles (km)

Site Finish (check)

Gravel Asphalt Concrete Grass Other

Parking Areas      

Process Areas      

+       ft (m) border

Non-Process Areas      

Under Pipe Racks      

           

           

           

Project Data Sheet(Refer to PIP CVC01016)

CVC01018

Page 2 of 5

May 2001

Sewers

Sanitary: On-site Treatment Off-site Treatment

Process: On-site Treatment Off-site Treatment

Storm Water Collection: Inlets and Pipes Open Ditches Combination Retention Basin(s)

Security Fencing

Required

Galvanized Steel Aluminum-Coated Steel PVC-Coated Steel Other      

Height:       ft (m)

See Reference:      

Not Required

ASCE 7 Wind, Snow, and Earthquake Load Classification Category

Use ASCE 7 Category II for all buildings and other structures, except use Category I, III, or IV as follows:

     

     

Wind Load Exceptions from Plant Data Sheet:

     

Steel Design Code

Manual of Steel Construction - Allowable Stress Design,       Edition

Manual of Steel Construction - Load and Resistance Factor Design       Edition

Other      

Grade of Structural Steel

ASTM A36/ A36M, Fy = 36 ksi (248 MPa)

ASTM A572/ A572M, Fy = 50 ksi (345 MPa)

ASTM A992/A992M, Fy = 50 ksi (345 Mpa)Use Fy = 36 ksi (248 MPa) or 50 ksi (345 MPa) for design

Other       Fy =       ksi (MPa)

Structural and Miscellaneous Steel Protective Coatings

Interior Process Areas:

Galvanized

Painted, Using      

Exterior Process Areas:

Galvanized

Painted, Using      

Exterior Non-Process Areas:

Galvanized

Painted, Using      

Interior Non-Process Areas:

Galvanized

Painted, Using      

For more information, see      

Project Data Sheet(Refer to PIP CVC01016)

CVC01018

Page 3 of 5

May 2001

Preferred Metal Flooring

Grating:       in. (mm), plain, serrated, galvanized steel, welded rectangular bar

Checkered Floor Plate:       in. (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 f’c)

Superstructure: Beams, Columns, Slabs       psi (MPa)

Foundations: Drilled Piers, Footings, Grade/Tie Bms., Retaining Walls       psi (MPa)

Sidewalks, Paving       Psi (MPa)

Electrical Duct Banks       psi (MPa)

Other             psi (MPa)

Other             psi (MPa)

Metal Decking

Metal Decking Shall Be: Composite or Non-compositePreferred Metal Decking Vendor and Type:                    

Soil Properties

Geotechnical ReportObtain Geotechnical Report

Title, Author, Company, and Date of the Applicable Geotechnical Engineering Report:          The following foundation design information is extracted from the project’s Geotechnical Report. This report may be consulted for additional information.          

Project Data Sheet(Refer to PIP CVC01016)

CVC01018

Page 4 of 5

May 2001

Soil Design Parameters

a. Active Earth Pressure Coefficient, Ka =      

b. Passive Earth Pressure Coefficient, Kp =      

c. At-Rest Earth Pressure Coefficient, Ko =      

d. Bulk Unit Weight, =       pcf (kg/m3)

e. Static Stress-Strain Modulus, Es =       ksi (MPa)

f. Poisson’s Ratio, =      

g. Angle of Internal Friction, =       degrees

h. Cohesion, c =      

i. Modulus of Subgrade Reaction, Ks =       kcf (kN/m3)

j. Dynamic Shear Modulus, Gs =       ksi (MPa)

k. CBR Value      

l. Sliding Resistance      

m.      

n.      

o.      

p.      

Foundations

Special Foundation Considerations

Possibility of pile driving causing cross contamination of aquifers? Yes No

Possibility of pile driving damaging adjacent facilities? Yes No

Possibility of soils being susceptible to liquefaction? Yes No

Water Table

Design water table elevation, El.

      ft (m), with respect to MSL

Shallow Foundation and Bell Bottom Drilled Pier Design Parameters

Depth below Allowable NetFinished Grade Bearing Pressure

ft (m) ksf (kPa)

           

           

           

Notes: (1) Based on a factor of safety of      

(2) If settlement controls, see Geotechnical Report.

Check if allowable gross uniform bearing pressure or allowable axial compression under wind or seismic and gravity loading combinations may be increased by 1/3, and allowable lateral loads may be increased by 1/3 when lateral forces are due to either wind or seismic loads.

Settlement Curves: Attached or See Geotechnical Report, page      

Project Data Sheet(Refer to PIP CVC01016)

CVC01018

Page 5 of 5

May 2001

Deep Foundations

Check Deep Foundation Types Permitted:

Steel Pipe Prestressed H-Piles Timber Auger Drilled Pier

Allowable Load, kips (kN)

Type Size Length Compr. Tension Lateral

                                   

                                   

                                   

                                   

Minimum Pile or Drilled Pier Spacing =       diameters

Reductions in allowable compression loads and in allowable lateral loads due to group effects, per the Geotechnical Report

Allowable compression loads under wind or seismic and gravity loading combinations may beincreased by 1/3 when lateral forces are due to either wind or seismic loads.