USE ON PILOT PCCP PROJECT TO TEST NEW STANDARD SPECIFICATIONS (ALSO INCLUDE NEW PARTS IX AND X) General Requirements for Structures
801.01 DESCRIPTION . This section sets forth general content for plans
and requirements for submittals and project documentation.
801.02 Acronyms and Abbrevi Ations.
See 101.02 for additional acronyms and abbreviations. CADD Compu ter Aided Design and Drafting EOR Engineer of Record PDF Portable Document Format
801.03 DEFINITIONS. See 101.03 for additional definitions.
Assembly Drawings . Drawings produced by the contractor that show how items will be assembled and installe d on the project. Bridge Engineer . Either the Bridge Design Engineer Administrator or the Bridge Maintenance Engineer Administrator , depending on design responsibility. Cut Sheet. Information provided by the m anufacturer related to a particular manufactured item. Shop . A facility where items are fabricated, assembled, and/or tested. Shop Drawings . Drawings produced by the contractor that show how the shop intends to fabricate items.
801.04 PLANS . Plans will be in accordance with 105.02.1 , and include
all original contract drawing sheets and other information sheets produced by the Department prior to bid, a nd change order sheets produced by the Department or the contractor after the bid. Plans may include special details, standard plans, traffic data, construction phasing, geotechnical data, hydraulic data, hydrographic data, as-built plans for existing structures, environmental commitments, permit and coordination requirements, contact information for other agencies, and other details determined by the designer to be beneficial to bidding and construction. Refer to 105.04 for order of precedence for contract documents. USE ON PILOT PCCP PROJECT TO TEST NEW STANDARD SPECIFICATIONS (ALSO INCLUDE NEW PARTS IX AND X) General Requirements for Structures
801.01 DESCRIPTION . This section sets forth general content for plans
and requirements for submittals and project documentation.
801.02 Acronyms and Abbrevi Ations.
See 101.02 for additional acronyms and abbreviations. CADD Compu ter Aided Design and Drafting EOR Engineer of Record PDF Portable Document Format
801.03 DEFINITIONS. See 101.03 for additional definitions.
Assembly Drawings . Drawings produced by the contractor that show how items will be assembled and installe d on the project. Bridge Engineer . Either the Bridge Design Engineer Administrator or the Bridge Maintenance Engineer Administrator , depending on design responsibility. Cut Sheet. Information provided by the m anufacturer related to a particular manufactured item. Shop . A facility where items are fabricated, assembled, and/or tested. Shop Drawings . Drawings produced by the contractor that show how the shop intends to fabricate items.
801.04 PLANS . Plans will be in accordance with 105.02.1 , and include
all original contract drawing sheets and other information sheets produced by the Department prior to bid, a nd change order sheets produced by the Department or the contractor after the bid. Plans may include special details, standard plans, traffic data, construction phasing, geotechnical data, hydraulic data, hydrographic data, as-built plans for existing structures, environmental commitments, permit and coordination requirements, contact information for other agencies, and other details determined by the designer to be beneficial to bidding and construction. Refer to 105.04 for order of precedence for contract documents. USE ON PILOT PCCP PROJECT TO TEST NEW STANDARD SPECIFICATIONS (ALSO INCLUDE NEW PARTS IX AND X) General Requirements for Structures
801.01 DESCRIPTION . This section sets forth general content for plans
and requirements for submittals and project documentation.
801.02 Acronyms and Abbrevi Ations.
See 101.02 for additional acronyms and abbreviations. CADD Compu ter Aided Design and Drafting EOR Engineer of Record PDF Portable Document Format
801.03 DEFINITIONS. See 101.03 for additional definitions.
Assembly Drawings . Drawings produced by the contractor that show how items will be assembled and installe d on the project. Bridge Engineer . Either the Bridge Design Engineer Administrator or the Bridge Maintenance Engineer Administrator , depending on design responsibility. Cut Sheet. Information provided by the m anufacturer related to a particular manufactured item. Shop . A facility where items are fabricated, assembled, and/or tested. Shop Drawings . Drawings produced by the contractor that show how the shop intends to fabricate items.
801.04 PLANS . Plans will be in accordance with 105.02.1 , and include
all original contract drawing sheets and other information sheets produced by the Department prior to bid, a nd change order sheets produced by the Department or the contractor after the bid. Plans may include special details, standard plans, traffic data, construction phasing, geotechnical data, hydraulic data, hydrographic data, as-built plans for existing structures, environmental commitments, permit and coordination requirements, contact information for other agencies, and other details determined by the designer to be beneficial to bidding and construction. Refer to 105.04 for order of precedence for contract documents. USE ON PILOT PCCP PROJECT TO TEST NEW STANDARD SPECIFICATIONS (ALSO INCLUDE NEW PARTS IX AND X) General Requirements for Structures
801.01 DESCRIPTION . This section sets forth general content for plans
and requirements for submittals and project documentation.
801.02 Acronyms and Abbrevi Ations.
See 101.02 for additional acronyms and abbreviations. CADD Compu ter Aided Design and Drafting EOR Engineer of Record PDF Portable Document Format
801.03 DEFINITIONS. See 101.03 for additional definitions.
Assembly Drawings . Drawings produced by the contractor that show how items will be assembled and installe d on the project. Bridge Engineer . Either the Bridge Design Engineer Administrator or the Bridge Maintenance Engineer Administrator , depending on design responsibility. Cut Sheet. Information provided by the m anufacturer related to a particular manufactured item. Shop . A facility where items are fabricated, assembled, and/or tested. Shop Drawings . Drawings produced by the contractor that show how the shop intends to fabricate items.
801.04 PLANS . Plans will be in accordance with 105.02.1 , and include
all original contract drawing sheets and other information sheets produced by the Department prior to bid, a nd change order sheets produced by the Department or the contractor after the bid. Plans may include special details, standard plans, traffic data, construction phasing, geotechnical data, hydraulic data, hydrographic data, as-built plans for existing structures, environmental commitments, permit and coordination requirements, contact information for other agencies, and other details determined by the designer to be beneficial to bidding and construction. Refer to 105.04 for order of precedence for contract documents.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted.
801.04.1 Geotechnical Data: Geotechnical data may be provided
by the Department in accordance with 102.06 . Geotechnical data may include soil borings, soil analyses, and other soil investigations. If actual subsurface conditions differ materially from those indicated on the plans, promptly notify the Bridge Eng ineer in writing of the specific differing conditions before further disturbing the site and before performing additional work.
801.04.2 Equal or Better Item Substitutions: Manufactured
items identified on the plans by indicating a manufacturer and part number shall be considered to be followed by the phrase “or item of equal or better quality and function.” Items submitted as equal or better substitutions shall p rovide quality and function equal to or better than that specified in the contract . Redesign , modif ication s, and/or replacement of other items to accommodate the installation and operation of a submitted i tem is the responsibility of the contractor, and shall be provided at no additional cost or contract time to the Department. Coordination with interfacing disciplines affected by the submitted i tem is the responsibility of the contractor.
801.04.3 Change Order Plan Sheets: Change order plan sheets
will become part of the contract in accordance with 801.06 and shall conform to the Department’s CADD Stan dards.
801.04.4 Notations for Specific Plan Sheets:
801.04.4 1 Mechanical Plans: Contract plan sheets noted with
an “M” indicate mechanical plans.
801.04.4 2 Electrical Plans : Contract plan sheets noted with an
“E” indicate electrical plans.
801.04.4 3 Architectural Plans : Contract plan sheets noted
with an “A” indicate Architectural plans.
801.05 SUBMITTALS . Submittals shall be in accordance with the
following unless otherwise specified. Furnish submittals for review or record to the Project Engineer and the Bridge Engineer in accordance wi th
105.02.2 .
A working drawing submittal for review will require each sheet to go through the review process. The submittal review process is not complete until each sheet is stamped accepted. The Department reserves the right to request the submittal of additional information even if the requested information was not specified in the contract.
801.05.1 Processes: Conform to 105.02.2 for submittals and the
following.
801.05.2 Formats: Produce working drawing submittals using
CADD software. Contract plan shee ts shall not be used for working drawings. CADD files shall be formatted to print on a full scale sheet. Working drawings shall follow established industry standards, symbols, and detailing techniques, and shall be legible when reduced to half scale. Sheets that are cluttered and difficult to read may be rejected. Each sheet shall have a title block indicating the state project number, project name, parish name, contractor’s name, sub -contractor’s name, and a revision block to record the number and date of each revision. Previously submitted sheets shall have changes noted by either revision symbols or drawing a cloud surrounding the change with changes noted in the revision block. Non-drawing submittal documents (cut sheets, calculations, test reports, etc.) shall be formatted to print on letter size sheets. Each submittal sheet shall display the state project number, project name, parish name, contractor’s name, sub-contractor’s name , manufacturer’s name, and the sheet and item number from the contract plans.
801.05.2 1 Electronic: Unless otherwise approved by the Bridge
Engineer, transmittal of submittals shall be done electronically. Transmit submittals to the Department electronically in Portable Document Format (PDF) format. Prepare PDF files using 300 dpi minimum resolution, ISO 32000 (or newer ) PDF electronic file, or as specified. Use higher resolution if required for clarity. CADD drawings shall be electronically converted directly to PDF. Other submittals that are converted to PDF from a paper copy sh all be scanned at a minimum resolution of 300 dpi. Group related submittal sheets into an individual PDF file. Grayscale PDF files are preferred. Use color PDF files if required for conveyance of information. Transmit electronic files through an approved file transfer system or other approved method. When e -mails are used to transmit submittals or other project information, list the state project number, project name, and a brief description of the content in the subject line, e.g ., “H.001498 Company Canal Bridge – Span Lock Shop Drawings.” The Department reserves the right to request the submittal of additional information even if the requested information was not specified in the contract.
801.05.1 Processes: Conform to 105.02.2 for submittals and the
following.
801.05.2 Formats: Produce working drawing submittals using
CADD software. Contract plan shee ts shall not be used for working drawings. CADD files shall be formatted to print on a full scale sheet. Working drawings shall follow established industry standards, symbols, and detailing techniques, and shall be legible when reduced to half scale. Sheets that are cluttered and difficult to read may be rejected. Each sheet shall have a title block indicating the state project number, project name, parish name, contractor’s name, sub -contractor’s name, and a revision block to record the number and date of each revision. Previously submitted sheets shall have changes noted by either revision symbols or drawing a cloud surrounding the change with changes noted in the revision block. Non-drawing submittal documents (cut sheets, calculations, test reports, etc.) shall be formatted to print on letter size sheets. Each submittal sheet shall display the state project number, project name, parish name, contractor’s name, sub-contractor’s name , manufacturer’s name, and the sheet and item number from the contract plans.
801.05.2 1 Electronic: Unless otherwise approved by the Bridge
Engineer, transmittal of submittals shall be done electronically. Transmit submittals to the Department electronically in Portable Document Format (PDF) format. Prepare PDF files using 300 dpi minimum resolution, ISO 32000 (or newer ) PDF electronic file, or as specified. Use higher resolution if required for clarity. CADD drawings shall be electronically converted directly to PDF. Other submittals that are converted to PDF from a paper copy sh all be scanned at a minimum resolution of 300 dpi. Group related submittal sheets into an individual PDF file. Grayscale PDF files are preferred. Use color PDF files if required for conveyance of information. Transmit electronic files through an approved file transfer system or other approved method. When e -mails are used to transmit submittals or other project information, list the state project number, project name, and a brief description of the content in the subject line, e.g ., “H.001498 Company Canal Bridge – Span Lock Shop Drawings.” The Department reserves the right to request the submittal of additional information even if the requested information was not specified in the contract.
801.05.1 Processes: Conform to 105.02.2 for submittals and the
following.
801.05.2 Formats: Produce working drawing submittals using
CADD software. Contract plan shee ts shall not be used for working drawings. CADD files shall be formatted to print on a full scale sheet. Working drawings shall follow established industry standards, symbols, and detailing techniques, and shall be legible when reduced to half scale. Sheets that are cluttered and difficult to read may be rejected. Each sheet shall have a title block indicating the state project number, project name, parish name, contractor’s name, sub -contractor’s name, and a revision block to record the number and date of each revision. Previously submitted sheets shall have changes noted by either revision symbols or drawing a cloud surrounding the change with changes noted in the revision block. Non-drawing submittal documents (cut sheets, calculations, test reports, etc.) shall be formatted to print on letter size sheets. Each submittal sheet shall display the state project number, project name, parish name, contractor’s name, sub-contractor’s name , manufacturer’s name, and the sheet and item number from the contract plans.
801.05.2 1 Electronic: Unless otherwise approved by the Bridge
Engineer, transmittal of submittals shall be done electronically. Transmit submittals to the Department electronically in Portable Document Format (PDF) format. Prepare PDF files using 300 dpi minimum resolution, ISO 32000 (or newer ) PDF electronic file, or as specified. Use higher resolution if required for clarity. CADD drawings shall be electronically converted directly to PDF. Other submittals that are converted to PDF from a paper copy sh all be scanned at a minimum resolution of 300 dpi. Group related submittal sheets into an individual PDF file. Grayscale PDF files are preferred. Use color PDF files if required for conveyance of information. Transmit electronic files through an approved file transfer system or other approved method. When e -mails are used to transmit submittals or other project information, list the state project number, project name, and a brief description of the content in the subject line, e.g ., “H.001498 Company Canal Bridge – Span Lock Shop Drawings.” The Department reserves the right to request the submittal of additional information even if the requested information was not specified in the contract.
801.05.1 Processes: Conform to 105.02.2 for submittals and the
following.
801.05.2 Formats: Produce working drawing submittals using
CADD software. Contract plan shee ts shall not be used for working drawings. CADD files shall be formatted to print on a full scale sheet. Working drawings shall follow established industry standards, symbols, and detailing techniques, and shall be legible when reduced to half scale. Sheets that are cluttered and difficult to read may be rejected. Each sheet shall have a title block indicating the state project number, project name, parish name, contractor’s name, sub -contractor’s name, and a revision block to record the number and date of each revision. Previously submitted sheets shall have changes noted by either revision symbols or drawing a cloud surrounding the change with changes noted in the revision block. Non-drawing submittal documents (cut sheets, calculations, test reports, etc.) shall be formatted to print on letter size sheets. Each submittal sheet shall display the state project number, project name, parish name, contractor’s name, sub-contractor’s name , manufacturer’s name, and the sheet and item number from the contract plans.
801.05.2 1 Electronic: Unless otherwise approved by the Bridge
Engineer, transmittal of submittals shall be done electronically. Transmit submittals to the Department electronically in Portable Document Format (PDF) format. Prepare PDF files using 300 dpi minimum resolution, ISO 32000 (or newer ) PDF electronic file, or as specified. Use higher resolution if required for clarity. CADD drawings shall be electronically converted directly to PDF. Other submittals that are converted to PDF from a paper copy sh all be scanned at a minimum resolution of 300 dpi. Group related submittal sheets into an individual PDF file. Grayscale PDF files are preferred. Use color PDF files if required for conveyance of information. Transmit electronic files through an approved file transfer system or other approved method. When e -mails are used to transmit submittals or other project information, list the state project number, project name, and a brief description of the content in the subject line, e.g ., “H.001498 Company Canal Bridge – Span Lock Shop Drawings.”
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference.
801.05.2 2 Paper Reproductions: Print paper reproductions
directly from the PDF file returned by the Department showing the “Accepted in accordance with LSSRB 105.02 ” stamp, reviewer initials, and date reviewed. No modifications are allowed without resubmittal. Ink and toner for all paper reproductions shall be black or color as required, and shall be permanent as defined by industry standards. Normal handling and stacking shall not cause the print to smear or rub off.
801.05.2 2.1 Full Scale Sheets: Full scale sheets shall have
an outside edge measuring 22 inch x 34 inch, a 0.50 inch margin on the top, bottom, and right hand side of the sheet, and a 2.0 inch margin on the left hand side of the sheet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.2 Half Scale Sheets: Half scale sheets shall have
an outside edge measuring 11 inch x 17 inch. Drawings shall be an exact 50 percent reduction of the full scale drawing. Provide a 0.25 -inch margin on the top, bottom, and right hand side of the sheet, and a 1.0 inch margin on the left hand side of the sh eet. Provide high quality, opaque, white bond paper with a minimum 24 pound weight and a minimum 95 percent brightness.
801.05.2 2.3 Letter Size Sheets: Letter size sheets shall
have an outside edge measuring 8.5 inch x 11 inch. Provide high quality, opaque, white bond paper with a minimum 20 pound weight and a minimum 95 percent brightness.
801.05.3 Requirements for Specific Submittals: Conform to
801.05 and as amended in respect ive sections of the Standard
Specifications .
801.05.3 1 Shop Drawings : Submit shop drawings
electronically to the Bridge Engineer for review for all fabricated items. When specified, submit shop drawings directly to the Engineer of Record and copy the Bridge Engineer on all correspondence and transmittals. Prepare s hop drawings under the direct supervision of the shop that will perform the work. Do not use contract plan sheets as shop drawings. For bidding purpos es, allow a review period of 14 calendar days per 50 sheets, but a minimum of 14 calendar days per each submittal and per each resubmittal. Review periods for separ ate submittals are not concurrent. Provide a shop drawing submittal schedule to the Bridge Engineer prior to the preconstruction conference. For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
For drawings returned for correction, indicate changes made by placing a reference symbol near the change and note in the revision block. Resubmit to the Bridge Engineer for review . Drawings with unmarked or unnoted changes will be returned without review. Provide five full scale paper reproductions of the electronically distributed accepted shop drawings to the Bridge Engineer for Department internal distribution and archiving . If the contractor’s quality control procedures require modifying the accepted file to indicate release for fabrication, submit the modified file for review, stamping and electronic distribution. Print paper reproductions directly from the accepted final electronic submittal without modifications.
801.05.3 1.1 Structural Metals: Provide, as a minimum, the
following information. Show material types, sizes, and dimensions; camber and layout information; locations, types, and sizes of welds; locations, types, and dimen sions of connections; locations and sizes of bolts and holes; identification and requirements for fracture critical members; coating requirements; shop assembly; and information required by the contract.
801.05.3 1.2 Precast Concrete: Provide, as a minimum, the
following information. Show material, details, and dimensions of members; details of casting bed layouts; and all holes, appurtenances, attachments, devices, etc. For prestressed and post -tensioned members, show stressing data, location and method of holdi ng draped strands, debonding details, and method and sequence of strand detensioning.
801.05.3 1.3 Sign Structures and Devices : Provide, as a
minimum, the following information. Show material types and sizes; equipment type and sizes; sign structure part details and mounting brackets; location type and size of welds; and location type and dimensions of connections. Show required dampers for aluminum overhead sign trusses .
801.05.3 1.4 Illumination Systems and High Mast
Towers : Provide, as a minimum, the following information. Show connections, bases, welds, anchor bolts, handhole reinforcement, and erection procedures. Conform to 801.05.3.1 for structural metals. Electrical system components shall be in accordance with Section 822 .
801.05.3 2 Transportation and Erection Plan: Provide to the
Bridge Engineer for review, as a minimum, the following information. Show means and method of transportation; d rawings with dimensions and erection marks to properly coordinate with shop drawings ; location of each girder in each span; erection sequence, procedures and equipment; falsework location and sequence of field splices; and calculations supporting the proposed method of transporta tion and erection . Use member designations from the plans. For precast members, show date of casting on one end of member. Transportation and e rection plans shall be designed, sealed , and dated by a professional engineer registered in Louisiana.
801.05.3 3 Shipping Statements and Shop Bills : Submit to
the Project Engineer at least one paper copy of shipping statements or notices as each shipment of structural metal is delivered to the project. Show weights of individual members on shipping statements.
801.05.3 4 Color and Material Samples : Submit to the Bridge
Engineer for review color and material samples as indicated on the plans.
801.05.3 5 Sign Face : Submit electronically for review to the
Traffic Engineer Division Administrator sign face details. Acceptance and distributio n of the paper reproduction of the accepted submittal is required prior to submittal of drawings for fabrication and erection of the corresponding sign support structures. Bridge Engineer for review, as a minimum, the following information. Show means and method of transportation; d rawings with dimensions and erection marks to properly coordinate with shop drawings ; location of each girder in each span; erection sequence, procedures and equipment; falsework location and sequence of field splices; and calculations supporting the proposed method of transporta tion and erection . Use member designations from the plans. For precast members, show date of casting on one end of member. Transportation and e rection plans shall be designed, sealed , and dated by a professional engineer registered in Louisiana.
801.05.3 3 Shipping Statements and Shop Bills : Submit to
the Project Engineer at least one paper copy of shipping statements or notices as each shipment of structural metal is delivered to the project. Show weights of individual members on shipping statements.
801.05.3 4 Color and Material Samples : Submit to the Bridge
Engineer for review color and material samples as indicated on the plans.
801.05.3 5 Sign Face : Submit electronically for review to the
Traffic Engineer Division Administrator sign face details. Acceptance and distributio n of the paper reproduction of the accepted submittal is required prior to submittal of drawings for fabrication and erection of the corresponding sign support structures. Bridge Engineer for review, as a minimum, the following information. Show means and method of transportation; d rawings with dimensions and erection marks to properly coordinate with shop drawings ; location of each girder in each span; erection sequence, procedures and equipment; falsework location and sequence of field splices; and calculations supporting the proposed method of transporta tion and erection . Use member designations from the plans. For precast members, show date of casting on one end of member. Transportation and e rection plans shall be designed, sealed , and dated by a professional engineer registered in Louisiana.
801.05.3 3 Shipping Statements and Shop Bills : Submit to
the Project Engineer at least one paper copy of shipping statements or notices as each shipment of structural metal is delivered to the project. Show weights of individual members on shipping statements.
801.05.3 4 Color and Material Samples : Submit to the Bridge
Engineer for review color and material samples as indicated on the plans.
801.05.3 5 Sign Face : Submit electronically for review to the
Traffic Engineer Division Administrator sign face details. Acceptance and distributio n of the paper reproduction of the accepted submittal is required prior to submittal of drawings for fabrication and erection of the corresponding sign support structures. Bridge Engineer for review, as a minimum, the following information. Show means and method of transportation; d rawings with dimensions and erection marks to properly coordinate with shop drawings ; location of each girder in each span; erection sequence, procedures and equipment; falsework location and sequence of field splices; and calculations supporting the proposed method of transporta tion and erection . Use member designations from the plans. For precast members, show date of casting on one end of member. Transportation and e rection plans shall be designed, sealed , and dated by a professional engineer registered in Louisiana.
801.05.3 3 Shipping Statements and Shop Bills : Submit to
the Project Engineer at least one paper copy of shipping statements or notices as each shipment of structural metal is delivered to the project. Show weights of individual members on shipping statements.
801.05.3 4 Color and Material Samples : Submit to the Bridge
Engineer for review color and material samples as indicated on the plans.
801.05.3 5 Sign Face : Submit electronically for review to the
Traffic Engineer Division Administrator sign face details. Acceptance and distributio n of the paper reproduction of the accepted submittal is required prior to submittal of drawings for fabrication and erection of the corresponding sign support structures. Section 802 Structural Excavation, Backfill and Earth Retaining Systems
802.01 DESCRIPTION. Excavate materials necessary to facilitate
construction. Furnish, place, and compact backfill. Dispose of excess excavated material and obstructions in accordance with Section 202 , as directed by the Project Engineer, so that such activities will neither adversely affect hydraulics nor be unsightly. Furnish and install sheet ing of the type, size, dimensions , and locations specified meeting the required penetration and resistance with an undamaged cross -section. Design, f urnish , and construct Mechanically Stabilized Earth Walls (MSEW) in conformance with the lines, grades, design, geotechnical requirements, and dimensions shown on the plans and the MSEW specifications .
802.02 MATERIALS . Comply with the following unless otherwise
specified: Concrete Section 901 Coal Tar Epoxy -Polyamide Paint 1008.04 Reinforcing Steel Section 1009 Hardware Section 1013 Metal Sheet Piles 1013.10 Timber and Preservatives Section 1014
802.03 Struc Tural Excavation .
802.03.1 General Requirements : Excavation s shall be shored,
sheeted, or braced in accordance with 701.03 or as required. With the approval of the Project Engineer, formwork for footings may be omitted when the control of water is sufficient to allow construction in the dry. In such cases, provide excavation to plan dimensions. When required, provide water control in accordance with Section 817 .
802.03.2 Preservation of Channel : Unless approved by the
Project Engineer, do not excavate outside of sheeting, cofferdams, cribs, or caissons or disturb the natural stream bed adjacent to the structure. If excavating or dredgi ng at the site of the foundation, then, under agreement