1240BH24Q0052_DelintmentLake_Attachments.pdf

USDA Forest Service Project Specifications

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SECTION 01 10 00

SUMMARY

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Government-furnished/Contractor-installed (GFCI) products.

4. Contractor's use of site and premises.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and Drawing conventions.

1.02 PROJECT INFORMATION

A. Project Identification: Delintment Lake Water System – Malheur National Forest, Emi-grant Creek Ranger District

B. Project Location: Delintment Lake Campground is located on NF-41 road. From Emigrant Creek Ranger District Office in Hines, OR, travel south on US-20W for 1.2 miles and turn right on to Burns-Izee Road/Hines Logging Road. The Burns-Izee Road/Hines Logging Road is located next to the Fastbreak Truck Stop. Continue on the Burns-Izee Road for

12.8 miles and turn left onto NF-41 road. Travel on the NF-41 road for 40.1 miles and turn left at the 4-way intersection to stay on the NF-41 road. Travel another 4.6 miles on NF-41 road and you will arrive at Delintement Lake Campground.

C. Project Disposal: All materials will need disposed of in a landfill. C&B Sanitary located in Burns, Oregon is the closest disposal company with available dumpsters as well as haulting to and from the project location.

1.03 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. (Bid Item 01) The Work will include the clearing, leveling, and construction of a crushed gravel pad to set the approved prefab concrete building on. All work shall follow the specifications of the approved prefab concrete building company.

2. (Bid Item 02) The Work will include the removal of the existing handpump, while maintaining the integrity of the existing well lining. All removed materials are the responsibility of the contractor and will need disposed of appropriately.

3. (Bid Item 03) The Work includes the installation of an approved submersible electri-cal pump, solar panels, and all electrical work to tie the panels to the pump. All Work shall abide by the manufacturer’s installation specifications.

4. (Bid Item 04) The Work includes installation of potable water tank (____ gals) in-side the prefab concrete building, installation of plumbing from the pump/well to the tanks, and the automatic shutoff float in the water tank. All Work shall abide by the manufacturer’s installation specifications.

B. Reference all contract documents for all other Work to be completed as a part of this con-tract.

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1.04 GOVERNMENT-FURNISHED/CONTRACTOR-INSTALLED (GFCI) PRODUCTS

A. Government's Responsibilities: Government will furnish products indicated and perform the following, as applicable:

1. None.

1.05 CONTRACTOR'S USE OF SITE AND PREMISES

A. Use of Site: Limit use of Project site to Work in areas within the Contract limits indicated.

Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, and Entrances: Keep driveways and entrances serving prem-ises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

B. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.06 COORDINATION WITH OCCUPANTS

A. Full Government Occupancy: Government will occupy site and existing adjacent buildings during entire construction period. Cooperate with Government during construction opera-tions to minimize conflicts and facilitate Government and public usage. Perform the Work so as not to interfere with Government day-to-day operations. Maintain existing exits, un-less otherwise indicated.

1.07 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of au-thorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:30 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Gov-ernment or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Government not less than three days in advance of proposed utility interrup-tions.

2. Obtain Government's written permission before proceeding with utility interruptions.

1.08 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situ-ations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications.

The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

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C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

D. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

E. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

F. Keynoting: Materials and products are identified by reference keynotes referencing Speci-fication Section numbers found in this Project Manual.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 10 00

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SECTION 01 15 00

ARCHEOLOGICAL PROTECTION

PART 4 - GENERAL

4.01 SUMMARY

A. The work of this section consists of protecting archeological resources contained in soil deposits.

4.02 DEFINITIONS

A. Resources: Prehistoric, historic, and recent 20th century artifacts, including charcoal, hu-man bones, ash, fire rocks, and building materials that indicate the presence of past human occupation.

B. Archeologically Sensitive Areas: Areas that have been determined to contain significant in-the-ground archeological resources.

C. Nonsensitive Areas: Areas that have a low likelihood of containing significant in-the-ground archeological resources.

D. Archeological Monitor: Representative of the Government designated to record and col-lect cultural resources for compliance with Government regulations to protect in-the-ground resources.

As specific in Division 1, Section “Submittal Procedures.”

E. 30 days before start of ground-disturbing site work, submit a Daily Work Schedule, detail-ing construction work in archeologically sensitive areas. Key schedule to drawings and include the following information.

1. Starting and ending dates of ground-disturbing construction.

2. Locations of temporary facilities, such as barriers, field offices, staging areas, sani-tary facilities, borrow pits, and haul and access roads.

3. Types of construction, such as clearing, topsoil stripping, structure of trench excava-tion, landscaping, and post construction clean up.

4. Methods and equipment used for each type of construction.

5. Plan for relocating work in the event of temporary work stoppages at each archeo-logically sensitive area.

4.03 QUALITY ASSURANCE

A. At least one week before on-site work begins, Contractor shall meet with Contracting Of-ficer (CO) and Archeological Monitor to discuss Daily work Schedule and equipment and special methods to be used in archeologically sensitive areas. Contractor shall ensure that approved Daily Work Schedule is followed throughout construction.

PART 5 - PRODUCTS

5.01 BARRICADES

A. As specified in Division 1, Section “Temporary Facilities and Controls.”

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PART 6 - EXECUTION

6.01 BARRICADES

A. Construct as specified in Division 1, Section “Temporary Facilities and Controls.” Locate as directed by CO.

6.02 OBSERVATION

A. Archeological Monitor will observe all ground-disturbing site work, including construction of temporary facilities, at all archeologically sensitive areas, from a safe location mutually agreed on by Contractor and Monitor. As new ground is broken, Monitor will examine ex-cavated materials, using construction layout centerline and perimeter staking as a reference point to record locations of findings.

6.03 DISCOVERY OF RESOURCES

A. If Archeological Monitor discovers resources, immediate relocation of the work to a non-sensitive area may be required to allow Monitor to take soil samples and record resources.

While Archeological Monitor is documenting resources in sensitive areas, Contractor shall relocate work to nonsensitive areas where monitoring is not normally required.

B. If resources are discovered while Archeological Monitor is absent, stop work immediately and report the discovery to the Contracting Officer.

6.04 WORK STOPPAGE

A. The Contractor shall plan, schedule, and execute the work to prevent stoppage at one area from stopping all work at the construction site.

END OF SECTION 011500

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 7 - GENERAL

7.01 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

3. Submittal procedures apply to all sections of the specifications that require submit-tals for information and approval.

7.02 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Con-tracting Officer's responsive action. Action submittals are those submittals indicated in in-dividual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Contracting Officer's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

7.03 REFERENCE SECTIONS

A. All sections that require submittals.

B. Submittals including shop drawings, engineering drawings, and the company’s specifica-tions related to the specific product are required for the precast concrete building, solar panels, and the submersible pump.

7.04 ACTION SUBMITTALS

A. Submittal Schedule: Submit a list of submittals in a submittal schedule spreadsheet XLSX format arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when estab-lishing dates. Include additional time required for making corrections or revisions to sub-mittals noted by Contracting Officer and additional time for handling and reviewing sub-mittals required by those corrections.

B. Submittal Schedule is separate from Submittal Review Log below.

1. Coordinate submittal schedule with list of subcontracts, schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals re-quired to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contrac-tor's construction schedule.

a. Submit revised submittal schedule to reflect changes in current status and tim-ing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

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b. Specification Section number and title.

c. Submittal category: Action or information.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Contracting Officer's final release or approval.

g. Scheduled date of fabrication.

h. Scheduled dates for purchasing.

i. Scheduled dates for installation.

j. Activity or event number.

7.05 SUBMITTAL FORMATS

A. Contracting Officer's Digital Data Files: Electronic digital data AutoCAD DWG files of the Contract Drawings will be provided by Contracting Officer for Contractor's use in pre-paring submittals.

1. Contracting Officer will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings.

a. Contracting Officer makes no representations as to the accuracy or complete-ness of digital data drawing files.

B. Submittal formats shall be as follows, individual specification sections may have additional formats, provide both formats shown below, no review will be done unless both formats are supplied in submittal:

1. Materials cut sheets PDF Marked up for each item, no catalogs.

2. Materials lists PDF and XLSX format.

3. Shop drawings & delegated designs PDF and DWG if custom drawing for pro-ject

4. Calculations PDF and XLSX format unless proprietary format is required.

5. Test reports PDF and XLSX format unless proprietary format is required.

6. Project specific calibration instructions PDF and XLSX, and/or DOCX format

7. O&M custom operators narrative PDF and DOCX format

8. Manufactures standard O&M manuals PDF format.

9. Project photos JPEG format min 12MP

C. Options: Identify options requiring selection by Contracting Officer.

D. Deviations and Additional Information: On an attached separate sheet, prepared on Con-tractor's letterhead, record relevant information, requests for data, revisions other than those requested by Contracting Officer on previous submittals, and deviations from re-quirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. Include the Contracting Officer on all deviation requests. Transmit this to Government in Project ToGov folder.

7.06 SUBMITTAL REVIEW LOG

A. The submittal review log requirements apply to all contract specification sections. Individ-ual sections many have additions submittal items.

B. Contractor shall develop and maintain a submittal review log of all submittal documents in an XLSX spreadsheet for use in approving all submittals. Submit submittal approval log for review and approval.

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1. Contractor shall review each specification section and list all required submittal items in Submittal Review log.

C. This submittal log will be used for approval of all items. Marked up cut sheets will not be returned, only submittal log spreadsheet with approvals / rejections, re-submittals noted.

D. This submittal log will be updated with each submission with revised dates and additional or revised items. A separate copy will be filed in ToGov/Submittals in a separate dated folder with each separate dated submittal.

E. Submittal Log shall be organized by Division and Specification Section Numbers and have as a minimum the following items.

F. Submittal items shall include items such as but not limited to:

1. See formats required above and all sections.

2. Material cut sheets with specification section and paragraph number, ID number and paragraph, and specific items identified on each cut sheet with a mark. Do not sub-mit catalogs of items. Items submitted without specification section number or not marked with specific items will be rejected.

3. Materials lists

4. Shop drawings all disciplines, drawing number, CAD name.

a. Delegated design drawings

5. O&M custom operators’ narrative

6. Test reports

7. Project specific calibration instructions

8. Manufactures standard O&M manuals.

9. Project specific O&M manuals, all required items in 01 78 23OM Data including all material approved data cut sheets and other data.

10. Calculations

11. Relevant Specifications

G. Submittal Information: Include the following information in each submittal:

1. Contract Name and Number

2. Name of Contracting Officer.

3. Name of Contractor.

4. Overall submittal revision date in header

5. Consecutive transmittal number and date.

6. Latest Review date

7. Item number

8. Action or Informational submittal A/I

9. Description of each item.

10. Number and title of Specification Section, with paragraph number and generic name for each items.

11. Drawing number and detail references, as appropriate.

12. Other necessary identification.

13. Provide one row for each item submitted extract data from material cut sheets and other items to show specific items by section number. Items not in review log will not be reviewed. These must match cut sheet items.

a. Insert a new row for each submitted item.

14. Division number row

15. Specification section row for each specification section.

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16. Specification section and paragraph of item cross linked to cut sheets or other docu-ments.

17. Manufacturers make.

18. Manufactures model.

19. Size and rating

20. Submitted column.

21. Approved column

22. Review notes column with review date

7.07 SUBMITTAL FILE TRANSFER SYSTEM CONTRACTOR SUPPLIED (SELECT

ONE)

A. Contractor shall supply file transfer system for submittal approvals if Government Sup-plied system is not specified.

B. Example of commercial file transfer system Procore

C. Provide all submittals as required below in Submittal Procedures

7.08 SUBMITTAL FILE TRANSFER SYSTEM GOVERNMENT SUPPLIED (SELECT

ONE)

A. Government shall supply file transfer system for submittal approvals.

B. Provide all submittals as required below in Submittal Procedures

7.09 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections as PDF elec-tronic files or other formats such as DOCX, XLSX, DWG or other formats and as indicated for samples and other physical submittals. Types of submittals are indicated in individual Specification Sections.

B. Submittals shall be transmitted thru a Government specified file transfer system. Details will be provided after contract award. The prime contractor will have access to this file transfer system.

C. All submittals to the Government, correspondence / RFI and Governments review of sub-mittals shall be placed in folders:

1. ToGov/Submittals Files from contractor to Government

2. FromGov/SubmittalReviews Files from Government to contractor.

3. Other folders will be made for contract administration such as RFIs , correspond-ence, for contract administration as needed for project data transfer.

D. Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating sub-mittal requirements of a single Specification Section and transmittal form acceptable to Government with links enabling navigation to each item. See submittal log for details above.

2. Include each submittal item in project Submittal log XLSX file with required ID on a separate row.

3. Name file with submittal number or other unique identifier, including revision iden-tifier.

a. File name shall use project identifier and Specification Section number fol-lowed by a decimal point and then a sequential number (e.g., LNHS-

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061000.01). Resubmittals shall include an alphabetic suffix after another deci-mal point (e.g., LNHS-061000.01.A).

b. Include date in each file name and folder name: YEAR/MO/DA format, date first in file and folder names.

c. Each submittal folder and file shall have a submittal date example:

20230914-Submital-001-Submital contents.

d. Each submittal shall be in a separate dated folder on file transfer system with dated files same as folder date.

e. Undated submittals and files will not be reviewed.

4. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Contracting Officer.

E. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other sub-mittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently un-less partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals (A) and informational submittals (I) required by the same Specification Section as separate packages under separate transmittals but included in Submittal review log.

4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Contracting Officer reserves the right to withhold action on a submittal requir-ing coordination with other submittals until related submittals are received.

F. Processing Time: Allow time for submittal review, including time for resubmittals, as fol-lows. Time for review shall commence on Contracting Officer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 working days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Contracting Officer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process intermediate review in same manner as initial submittal.

3. Resubmittal Review: Allow 15 working days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Contracting Officer's consultants, Government, or other parties is indicated, allow 21 days for initial re-view of each submittal.

G. Resubmittals: Make resubmittals in same form as initial submittal.

1. Resubmittals will use previous version of submittal log spreadsheet to add additional materials or resubmittal data. A separate copy will be filed for each submission.

2. Indicate date and content of previous submittal.

3. Indicate date and content of revision in label or title block and clearly indicate extent of revision.

4. Resubmit submittals until they are marked with approval notation on Contracting

Officer's action stamp.

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H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for perfor-mance of construction activities. Show distribution on transmittal forms.

I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Contracting Officer's action stamp.

7.10 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Clearly mark each submittal to show which products and options are applicable. Do not submit catalogs of items. Extract specific items to be included.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

5. Submit Product Data in marked up PDF electronic file.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on standard printed data. Project specific shop drawings shall be pro-vided in both PDF and DWG formats with each review.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of Contracting Officer if specified.

2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm), but no larger than 30 by 42 inches (750 by 1067 mm). “D” size sheet preferred 24”x 36”. Hard copy shop drawings are not required.

3. Submit Shop Drawings in both PDF and DWG format as electronic file in each sub-mittal and resubmittal.

C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials and with actual material or component delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories to-gether in one submittal package.

2. Identification: Permanently attach label on unexposed side of Samples that includes the following:

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a. Project name and submittal number.

b. Generic description of Sample.

c. Product name and name of manufacturer.

d. Sample source.

e. Number and title of applicable Specification Section.

f. Specification paragraph number and generic name of each item.

3. Submit Samples as physical samples with paper transmittal and submit in PDF elec-tronic file including transmittal and digital image illustrating Sample characteristics and identification information.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set of available choices where color, pat-tern, texture, or similar characteristics are required to be selected from manu-facturer's product line. Contracting Officer will return submittal with options selected.

D. Product Schedule: As required in individual Specification Sections, prepare a written sum-mary indicating types of products required for the Work and their intended location. In-clude the following information in tabular form:

E. Qualification Data: Prepare written information that demonstrates capabilities and experi-ence of firm or person. Include lists of completed projects with project names and ad-dresses, contact information of Contracting Officers and other information specified.

F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submit-tal.

G. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide original paper copy where a notarized signature is required.

2. Installer Certificates: Submit written statements on manufacturer's letterhead certify-ing that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents.

Include evidence of manufacturing experience where required.

4. Material Certificates: Submit written statements on manufacturer's letterhead certify-ing that material complies with requirements in the Contract Documents.

5. Product Certificates: Submit written statements on manufacturer's letterhead certify-ing that product complies with requirements in the Contract Documents.

6. Welding Certificates: Prepare written certification that welding procedures and per-sonnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

H. Test and Research Reports:

1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

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2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on test-ing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests per-formed before installation of product, for compliance with performance require-ments in the Contract Documents.

5. Product Test Reports: Submit written reports indicating that current product pro-duced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a quali-fied testing agency, or on comprehensive tests performed by a qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization ac-ceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers' names.

e. Description of product.

f. Test procedures and results.

g. Limitations of use.

7.11 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria in-dicated.

1. If criteria indicated are insufficient to perform services or certification required, sub-mit a written request for additional information to Contracting Officer.

B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file and three paper copies of certifi-cate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in per-forming these services.

7.12 CONTRACTOR'S REVIEW

A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Contract-ing Officer.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

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7.13 CONTRACTING OFFICER'S REVIEW

A. Action Submittals: Contracting Officer will review each submittal, indicate corrections or revisions required, mark each item in submittal review log with an action stamp marked appropriately to indicate action, and return review submittal log spreadsheet XLSX.

B. Informational Submittals: Contracting Officer will review each submittal and will not re-turn it or will return it if it does not comply with requirements. Contracting Officer will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Contracting Officer.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be re-turned for resubmittal without review.

E. Submittals not required by the Contract Documents may be returned by Contracting Of-ficer without action.

PART 8 - PRODUCTS (NOT USED)

PART 9 - EXECUTION (NOT USED)

END OF SECTION 01 33 00

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SECTION 01 73 00

EXECUTION

PART 10 - GENERAL

10.01 SUMMARY

A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Construction layout.

2. Field engineering and surveying.

3. Installation of the Work.

4. Cutting and patching.

5. Progress cleaning.

6. Starting and adjusting.

7. Protection of installed construction.

B. Related Requirements:

1. Section 011000 "Summary" for limits on use of Project site.

2. Section 017700 "Closeout Procedures" for submitting final property survey with

Project Record Documents, recording of Government-accepted deviations from indi-cated lines and levels, replacing defective work, and final cleaning.

10.02 INFORMATIONAL SUBMITTALS

A. Certificates: Submit certificate signed by land surveyor certifying that location and eleva-tion of improvements comply with requirements.

B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal.

C. Certified Surveys: Submit two copies signed by land surveyor.

10.03 QUALITY ASSURANCE

A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated.

B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 11 - PRODUCTS

A. MATERIALS

1. General: Comply with requirements specified in other Sections.

PART 12 - EXECUTION

12.01 EXAMINATION

A. Existing Conditions: The existence and location of underground and other utilities and con-struction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work.

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1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical ser-vices; and other utilities.

2. Furnish location data for work related to Project that must be performed by public utilities serving Project site.

B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:

1. Description of the Work.

2. List of detrimental conditions, including substrates.

3. List of unacceptable installation tolerances.

4. Recommended corrections.

D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceed-ing with the Work indicates acceptance of surfaces and conditions.

12.02 PREPARATION

A. Existing Utility Information: Furnish information to local utility and Government that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, ser-vices, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction.

B. Field Measurements: Take field measurements as required to fit the Work properly. Re-check measurements before installing each product. Where portions of the Work are indi-cated to fit to other construction, verify dimensions of other construction by field measure-ments before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

C. Space Requirements: Verify space requirements and dimensions of items shown diagram-matically on Drawings.

D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions out-side the control of Contractor, submit a request for information to Contracting Officer ac-cording to requirements in Section 013100 "Project Management and Coordination."

12.03 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on

Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Contracting Officer promptly.

B. General: Engage a land surveyor to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of con-struction and elsewhere as needed to locate each element of Project.

2. Establish limits on use of Project site.

3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

4. Inform installers of lines and levels to which they must comply.

5. Check the location, level and plumb, of every major element as the Work pro-gresses.

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6. Notify Contracting Officer when deviations from required lines and levels exceed allowable tolerances.

7. Close site surveys with an error of closure equal to or less than the standard estab-lished by authorities having jurisdiction.

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations.

D. Building Lines and Levels: Locate and lay out control lines and levels for structures, build-ing foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.

E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used.

Make the log available for reference by Contracting Officer.

12.04 FIELD ENGINEERING

A. Identification: Government will identify existing benchmarks, control points, and property corners.

B. Reference Points: Locate existing permanent benchmarks, control points, and similar refer-ence points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations.

C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities hav-ing jurisdiction for type and size of benchmark.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work.

3. Remove temporary reference points when no longer needed. Restore marked con-struction to its original condition.

D. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and sitework.

E. Final Property Survey: Engage a land surveyor to prepare a final property survey showing significant features (real property) for Project. Include on the survey a certification, signed by land surveyor, that principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey.

1. Recording: At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey."

12.05 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

2. Where space is limited, install components to maximize space available for mainte-nance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

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4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations for installing prod-ucts in applications indicated.

C. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging opera-tions or loading in excess of that expected during normal conditions of occupancy.

E. Sequence the Work and allow adequate clearances to accommodate movement of construc-tion items on site and placement in permanent locations.

F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other portions of the Work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indi-cated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Contracting Officer.

2. Allow for building movement, including thermal expansion and contraction.

3. Coordinate installation of anchorages. Furnish setting drawings, templates, and di-rections for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry.

Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indi-cated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

J. Hazardous Materials: Use products, cleaners, and installation materials that are not consid-ered hazardous.

K. Remove and replace damaged, defective, or non-conforming Work.

12.06 CUTTING AND PATCHING

A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or perfor-mance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Temporary Support: Provide temporary support of Work to be cut.

C. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching in accord-ance with requirements in Section 01 10 00 "Summary."

D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/sys-tems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas.

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E. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

F. In general, use hand or small power tools designed for sawing and grinding, not hammer-ing and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

G. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

H. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be re-moved. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent en-trance of moisture or other foreign matter after cutting.

I. Proceed with patching after construction operations requiring cutting are complete.

J. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar oper-ations following performance of other Work. Patch with durable seams that are as invisible as practicable, as judged by Contracting Officer. Provide materials and comply with instal-lation requirements specified in other Sections, where applicable.

K. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

L. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

M. Clean piping, conduit, and similar features before applying paint or other finishing materi-als.

N. Restore damaged pipe covering to its original condition.

O. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

P. Where patching occurs in a painted surface, prepare substrate and apply primer and inter-mediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch, corner to corner of wall and edge to edge of ceiling. Provide additional coats until patch blends with adjacent surfaces.

Q. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

R. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

S. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

12.07 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Enforce re-quirements strictly. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.

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3. Containerize hazardous and unsanitary waste materials separately from other waste.

Mark containers appropriately and dispose of legally, according to regulations.

a. Use containers intended for holding waste materials of type to be stored.

4. Coordinate progress cleaning for joint-use areas where Contractor and other contrac-tors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materi-als specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage ex-posed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time…