Section 01300 - Submittals.pdf

SUBMITTALS – 01300

95% Submittal – 1/3/2017

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Definitions B. Information on Review and Processing Submittals C. Submittal Sequencing and Scheduling D. Engineer’s and State Engineer Review E. Schedule Delays F. Submittal Procedures G. Product Data, Shop Drawings, and Samples H. Miscellaneous Submittals I. List of Submittals

1.2 DEFINITIONS

Work-related submittals of this Section are categorized for convenience as follows:

A. Product Data: Product data include standard printed information on materials, products, and systems not specifically prepared for the Work.

B. Shop Drawings: Shop Drawings include specially prepared technical data for the

Work, including Drawings, diagrams, Fabrication Drawings, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements, and similar information not in standard printed form for general application to other contracts.

C. Samples: Samples include both fabricated and unfabricated physical examples of materials, products, and units of Work; both as complete units and as smaller portions of units of Work, either for limited visual inspection or, where indicated, for more detailed testing and analysis.

D. Miscellaneous Submittals: Miscellaneous Submittals related directly to the Work include, but are not limited to, construction permits, Project photographs, survey data and reports, physical Work records, quality testing and certifying reports, copies of industry standards, Record Drawings, field measurement data; and similar information, devices and materials applicable to the Work and not processed as Product Data, Shop Drawings, or Samples.

E. Days: Days referenced herein shall be calendar days.

1.3 REVIEW AND PROCESSING OF SUBMITTALS

A. A summary of required submittals, but not necessarily all required submittals are listed in Table No. 1 at the end of this section. The Contractor is required to make all submittals required by the Agreement documents, including these Specifications.

Detailed submittal requirements are included in each section of these Specifications.

B. The Engineer will review submittals only for general conformance with the design concept. Such review by the Engineer shall not relieve the Contractor or any Subcontractor of responsibility for full compliance with Agreement requirements; for correctness of dimensions, clearances and material quantities; for proper designing of details; for proper fabrication and construction techniques; for proper coordination with other trades; or for providing all devices required for safe and satisfactory construction and operation.

C. Submittals reviewed by the Engineer and returned to the Contractor shall be marked with one of the following designations:

1. No Exceptions Taken

2. Make Corrections Noted

3. Revise and Resubmit

D. The Contractor shall not proceed with procurement, manufacture, or fabrication of items for review until such submittals have been designated by the Engineer as "No Exceptions Taken" or "Make Corrections Noted," unless specifically authorized in writing to do so by the Engineer.

E. Processing of submittals that do not require resubmission:

1. Each copy of the submittal so designated by the Engineer will be identified accordingly by being so stamped and dated.

2. One copy will be returned.

3. Construction shall be carried out in accordance therewith and no further changes made therein except upon written instructions from the Engineer.

F. Processing of Submittals requiring resubmission:

1. If corrections to the submittals are required, one copy will be returned to the Contractor for correction.

2. Resubmissions will be handled in the same manner as first submissions.

Direct specific attention, in writing or on resubmittals, to revisions other than the corrections requested by the Engineer on previous submittals using the notation specified in Paragraph 3.1.B.

3. The Contractor shall promptly notify the Engineer, if any correction indicated on submittals constitutes a change of the Agreement requirements.

1.4 SUBMITTAL SEQUENCING AND SCHEDULING

A. Coordinate preparation and processing of submittals with performance of the Work so that Work will not be delayed by submittals.

B. Coordinate and sequence different categories of submittals for the same Work, and for interfacing units of Work, so that one will not be delayed for coordination with another.

C. The Contractor shall make all submittals far enough in advance of scheduled installation dates to provide all time required for reviews, for possible revisions and resubmittals, and for placing orders and securing delivery.

1.5 ENGINEER’S AND STATE ENGINEER REVIEW

A. The Engineer will review and prepare a response to the Contractor no later than fourteen (14) calendar days after receipt of the submittal. Resubmissions shall be subject to the same review time.

B. Key submittals may require approval by the State Engineer at their discretion.

These submittals may require more than fourteen (14) days to obtain a response.

The submittals that require State Engineer approval will be identified during the pre-construction meeting.

1.6 SCHEDULE DELAYS

A. No adjustments of Agreement time or price shall be allowed due to the following:

1. Engineer’s review of submittals or resubmissions.

2. Delays in Work as a result of rejection and subsequent resubmission of

Submittals, including multiple resubmissions.

3. Time related to the State Engineer review of submittals.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

3.1 SUBMITTAL PROCEDURES

A. Electronic copies of submittals are acceptable, if the Engineer judges the submittal to be legible. If electronic submittals, such as detailed shop drawings, are not considered by the Engineer to be legible, the Contractor shall provide the Engineer with at least six printed, full-size copies of each submittal or resubmittals.

B. All submittals shall be transmitted with the pre-printed letter of transmittal form, dated and signed, with the job title and section(s) of the Specification requiring the submittal clearly indicated. The forms shall be sequentially numbered. Resubmittals shall have the original number together with an alphabetic suffix (A, B ...) indicating the number of resubmittals. The transmittal form is provided at the end of this section of the specifications.

C. By providing the submittal, the Contractor shall certify that review, verification of products required, field dimensions, and coordination of information is in accordance with the Work as specified in the Agreement documents.

D. Provide space for the Contractor's stamp and Engineer's review stamp (approximately three and one-half inches by two and one-half inches (3½” x 2½”).

Submittal shall contain Contractor's executed review and approval marking. All submittals shall be provided by the Contractor to the Engineer. Submittals that are received from Subcontractors or other sources other than through Contractor’s office will be rejected without review.

E. Revise and submit resubmittal as required and identify all changes made since the previous submittal. Submission of resubmittals shall be performed in a similar manner as that of the submittals described in Paragraph 1.3 of this Specification.

F. Distribution:

1. Distribute copies of reviewed submittals to all Subcontractors and

Contractor’s crews whose Work will interface with the subject of the submittal.

2. Provide additional distribution of submittals (not included in other copy submittal requirements specified in this Section) to Subcontractors, suppliers, fabricators, installers, governing authorities, and others as necessary for performance of the Work.

3. Include such additional copies in transmittal to Engineer where required for status before final distribution, and show such distribution on transmittal form.

3.2 PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES

A. Product Data

1. Collect required data into one (1) submittal for each unit of Work or system;

and mark each copy to show which choices and options are applicable to the Work. Include manufacturer’s standard printed recommendations for application of labels and seals, notation of field measurements that have been checked, and special coordination requirements.

2. Maintain one (1) set of Product Data (for each submittal) at Project Site, available for reference by Engineer, Owner, and others.

3. Submit number of copies in accordance with Paragraph 3.1.A.

4. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers’ standard data to provide all information unique to this Product.

5. After review, distribute in accordance with Paragraph 3.1.F.

B. Shop Drawings

1. Submit number of copies in accordance with Paragraph 3.1.A.

2. After review, distribute in accordance with Paragraph 3.1.F.

C. Samples

1. Provide units identical with final condition of proposed materials or products for the Work.

2. Include “range” samples (not less than three (3) units) where unavoidable variations must be expected, and describe or identify variations that must be expected, and describe or identify variations between units of each set.

3. Provide full set of optional samples where Engineer’s selection is required.

Prepare samples to match Engineer’s sample where so indicated.

4. Include information with each sample where so indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards.

Samples are submitted for review and confirmation of color, pattern, texture, and “kind” by the Engineer.

5. Engineer will not “test” samples (except as otherwise indicated) for compliance with other requirements, which are therefore the exclusive responsibility of the Contractor.

3.3 MISCELLANEOUS SUBMITTALS

A. Construction Permits:

1. Contractor shall acquire, maintain, and submit two (2) copies of all construction permits that are required to execute the Work.

B. Manufacturers' Certificates:

1. When specified in individual Specification sections, submit two (2) copies of manufacturers' certificates to the Engineer.

2. Indicate that a material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications, as appropriate.

3. Certificates may be recent or previous test results (within one (1) year), on material or product, but must be applicable to product and acceptable to Engineer.

C. Tests and Test Reports:

1. Classify each as either "Project related" or product data, depending upon whether report is uniquely prepared for Project or a standard publication of workmanship control testing at point of production, and process accordingly.

2. All test equipment used shall be verified to be in calibration at the time of each test and test reports shall so indicate. No test shall be made without such verification. Submit calibration certificates in accordance Paragraph 3.1.A.

Table -1 - List of Submittals

Section Name Section Number Submittals

Required Due Date or

Delivery Time

Survey Control 01050 Surveyor qualifications 14 days prior to site mobilization

Survey Control 01050 Field notes Within 2 days of survey completion

Survey Control 01050 Record survey Prior to final payment

Project Permits 01061 Permits obtained by Contractor Prior to site mobilization

Construction Sequence 01100 Construction schedule 7 days prior to pre-construction meeting

Construction Sequence 01100 3-week look-ahead schedule 1 day prior to each weekly progress meeting

Construction Sequence 01100 Monthly construction schedule update

With monthly pay application

Construction Facilities and Temporary Controls

01500 Construction site layout plan and pre-construction video

Prior to site mobilization

Site Safety 01525 Site Health and Safety Plan Prior to site mobilization

Erosion and Sediment Control

02060 Stormwater Management Plan and Construction Stormwater Permit

7 days prior to site mobilization

Reservoir Control 02065 Temporary Construction Reservoir Control Plan

Within 14 days after mobilization to site and prior to work in the outlet works

Demolition 02075 Gate chamber concrete demolition and shoring plan

14 days prior to gate chamber concrete demolition

Dewatering 02140 Dewatering Subcontractor Qualifications

21 days prior to dewatering plan submittal

Dewatering 02140 Dewatering Plan 21 days prior to excavation

Excavation Plan 02220 Excavation Plan 21 days prior to excavation

Earthwork 02323 Test data of filter sand, drain gravel, riprap, riprap bedding

10 days prior to delivery each material to site

Drain Pipes 02710 Drain Pipe Submittals 21 days prior to delivery to site

Drain Pipes 02710 Internal Drain Pipe Video Inspection 24 hours after conducting the internal video inspection

Reclamation of Disturbed Areas

02935 Reseeding Submittal 14 days prior to reclamation

Concrete Reinforcements 03200 Rebar shop drawings 14 days prior to fabrication

Cast-in-Place Concrete 03300 Structural concrete mix design 21 days prior to first placement

Backfill Concrete 03605 Backfill concrete mix design and non-shrink grout submittal

14 days prior to first placement

Annular Space Grouting 03622 Grout materials, mix design, placement plan

14 days prior to initial placement of grout

Contact Grouting 03625 Grout materials data, mix design, placemen plan

14 days prior to any contact grouting

Miscellaneous Metalwork 05120 Miscellaneous Metalwork Submittal 14 days prior to fabrication

Steel Conduit Liner 05510 Conduit Liner Manufacturer Submittal Package

Within 21 Days of Notice-to- Proceed

Steel Conduit Liner 05510 Conduit Liner Field Installation Plan 20 days prior to installation

Gate Chamber Shoring 05515 Gate Chamber Shoring Submittal 21 days prior to fabrication

Gate Chamber Lining 05520 Gate Chamber Lining Submittal 21 days prior to fabrication

Outlet Works Gates 11285 Gate Manufacturer Submittal Package

Within 21 Days of Notice-to- Proceed

Dam Instrumentation 13100 Reservoir staff gauge submittal 21 days prior to delivery

Dam Instrumentation 13100 Method of drilling in embankment 10 days prior to drilling

New Gate House 13300 Gate House Submittal 21 days prior to delivery to site

Underwater Work 13500 Diving Plan 10 days prior to mobilizing divers to the site

Utility Pipe and Support 13510 Utility Pipe Submittal 10 days prior to fabrication

Heating and Ventilation 15550 Gate House Heating and Ventilation Submittal

15 days prior to delivery

- END OF SECTION 01300 –

SUPPLEMENT A

SUBMITTAL NO. .

ATTN: [TBD]

(Contractor Name)

(Contractor’s Street Address)

(Contractor’s City, State & Zip)

ATTN: (Insert Contractor’s contact name and phone number)

STATE OF COLORADO-DEPARTMENT OF NATURAL RESOURCES

COLORADO PARKS AND WILDLIFE

MODIFICATIONS TO WILLOW CREEK DAM

WHEELER PROJECT NO. CONTRACTOR PROJECT NO.

1801.02.01

ITEM NO. COPIES DESCRIPTION

PREVIOUS

SUBMITTAL

NO.

SPEC.

SECTION

NO.

PLAN

SHEET

NO.

SUBMITTED BY:

Contractor Date