Section_01_33_16_(AMD_003).pdf
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- Munitions Storage Magazines at Hill, AFB Federal contract opportunity
- Solicitation number
- W91238-17-R-0025
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01 33 16-1
Amendment 003
SECTION 01 33 16
DESIGN AFTER AWARD
1 SUBMISSION OF CONSTRUCTION DRAWINGS, SPECIFICATIONS AND DESIGN
ANALYSES: The contractor shall follow the design submission requirements as listed below. In addition, the contractor shall comply with other design submission requirements as listed and required in other areas of the RFP.
1.1 The following web addresses contain guides and criteria necessary to support completion of the project design. See Section 01 10 10 for other guides and criteria required for the design and construction of the project.
1.1.1 General Guidance: General guidance for A-E Firms and Basic Design Package will be provided on the Award CD.
1.1.2 Drawing Format: Refer to Appendix A for Drawing Format, Appendix L for the Air Force (AF) Minimum BIM Requirements and Appendix M for the AF BIM PxP Template.
1.1.3 Design Analysis and Drawings Baseline Guidance ER 1110-345-700 (serves as a baseline guide and may be adjusted if/as noted herein):
http://publications.usace.army.mil/publications/eng-regs/ER_1110-345-700/toc.htm
1.1.4 Specifications Baseline Guidance ER 1110-1-8155, Engineer and Design – Specifications:
1.1.5 Air Force Civil Engineering Sustainable Design Tool Kit:
http://www.wbdg.org/ccb/AF/AFSUSTTOOLKIT/
1.1.6 Unified Facilities Guide Specifications (UFGS) is the required format for the design guide specifications. Download the latest UFGS Master from http://www.wbdg.org/ccb/browse_cat.php?c=3.
1.1.7 Unified Facilities Criteria (UFC):
http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4
1.1.8 Air Force Engineering Technical Letters (ETLs): for a complete listing go to http://www.wbdg.org/ccb/browse_cat.php?o=33&c=125.
1.1.9 Air Force Publications: http://www.e-publishing.af.mil/ http://publications.usace.army.mil/publications/eng-regs/ER_1110-345-700/toc.htm http://www.wbdg.org/ccb/AF/AFSUSTTOOLKIT/ http://www.wbdg.org/ccb/browse_cat.php?c=3 http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 http://www.wbdg.org/ccb/browse_cat.php?o=33&c=125 http://www.e-publishing.af.mil/
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1.1.10 Overall Design Site: The site will offer a pathway to regularly used criteria:
http://publications.usace.army.mil/publications/index.html
1.1.11 Air Force Interior Design Guide and other products and services offered by AFCEC: This site includes the guidance and specifications to be followed during the development and design of the Air Force structural interior design and the comprehensive interior design.
http://www.wbdg.org/ccb/browse_cat.php?c=129
2 Submittal Certifications:
2.1 The Contractor shall certify in the design submittal (by cover letter) that all items submitted in the documents comply with the contract. This shall be provided for each track’s submittals through and including final design submittal. Attached to this letter shall be the signed certifications from each of the independent technical reviewers.
2.2 The content of each independent technical reviewer certification shall include the following statement on his/her company’s letterhead:
2.2.1 I (name of reviewer with title(s)) have completed the independent technical review for (stage of submittal) of (project name and location) design submittal.
Notice is hereby given that all quality control activities, appropriate to the level of risk and complexity inherent in the project, as defined in the Quality Control Plan have been completed. Compliance with the contract, established policy principles and procedures, utilizing justified and valid assumptions, was verified. This included review of assumptions; methods, procedures, and material used in analyses; alternatives evaluated; the appropriateness of data used and level of data obtained; and reasonableness of the results, including whether the product meets the customer's needs consistent with law and existing Air Force and Corps of Engineers policy.
Documentation of the quality control process is attached. Significant concerns and the explanation of their resolution are as follows: (Describe the major technical concerns, possible impact, and resolution)
2.3 The “For Construction” submittal for the project, building, and/or site system shall be accompanied with a letter from each key sub-contractor/ supplier having direct construction/materials/ equipment defined within the submittal. The purpose of the letter is to bring together and coordinate the designers and the sub-contractors slated to accomplish the work and the suppliers of the material and equipment. Each sub-contractor and supplier shall briefly state their involvement in the preparation of the submittal, their proposed activity during the design-build contract associated with the contents of the submittal, and state the design is appropriate for their related field and appropriate for their capabilities/expertise. Each letter shall be on the sub-contractor’s/supplier’s letter head and signed by a principal of the firm.
Included with these letters shall be the certifications from each of the independent technical reviewers. In addition --- each drawing shall be stamped and signed by the responsible designer and the responsible licensed professional technical reviewer (two signed stamps required on each drawing).
http://publications.usace.army.mil/publications/index.html http://www.wbdg.org/ccb/browse_cat.php?c=129
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3 Criteria and Deviations
3.1 The criteria specified in this Contract are binding contract criteria and in case of any conflict, after award, between the Contract and Contractor's submittals, the Contract will govern unless there is a written and signed agreement between the Contracting Officer and the Contractor modifying a specific requirement.
3.2 Contractor’s deviations from the Contract requirements (shall be defined in a letter submitted to the Contracting Officer with justification, analysis, and detailed cost savings and shall also be presented and highlighted in a separate section in the analysis so it is clear to the reviewer) may be considered by the Government, and where appropriate, may be specifically approved by the Contracting Officer. Deviations from the contract requirements shall not be assumed or considered approved unless contractually approved by the Contracting Officer in writing. Such deviations, when not contractually approved by the Contracting Officer or when subsequently found at any time during the contract, shall be corrected by the Contractor at no additional time or cost to the Government. It is the Contractor’s responsibility to clearly note features/aspects in his design or construction that are deviations to the contract requirements.
The Contractor shall not assume silence on such issues by the Government to be a sign of acceptance. The Contractor is cautioned to not work verbally approved adjustments to the contract but rather to work adjustments to the contract in writing with Government personnel having appropriate authority to execute such adjustments to the contract.
4 Topographic, Geotechnical, and Existing Conditions
4.1 The Contractor shall verify and determine field conditions, by field inspection, field exploration, and other means deemed appropriate and necessary for proposal, design, and construction to yield a safe, complete, and useable facility/supporting features for their intended use. The information shall be reflected in the design documents.
4.2 The Contractor is required to conduct all topographic surveys and necessary related activity in accordance with the information contained herein and as appropriate/applicable from the Base Design Standards. The reviewed and corrected (as appropriate) topographic survey shall be the basis for design of the topographic features and controls for all projects. This survey shall include all areas necessary to design and build all features required in base pricing schedule and option pricing schedule items. All Projects with data as a deliverable, will be delivered in Universal Transverse Mercator (UTM 12 North) coordinate system, World Geodetic System 1984 (WGS84) datum and use metric coordinate units. The North American Vertical Datum of 1988 (NAVD88) will be used as a basis for all elevations. As a part of each design submittal, the contractor/designer shall include the following information that will be imported into the Hill AFB GIS platform;
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4.2.1 Ground elevation and simple building envelope massing (i.e.: entry canopy, equipment, etc.).
4.2.2 Elevation of each floor and/or Mezzanine.
4.2.3 Elevation of the roof plane, parapet, and all projecting objects (stacks/mechanical equipment above the roof plane, etc.)
4.2.4 Object envelope simple massing for all ground mounted equipment (i.e. transformers, chillers, compactors, compressors, bag filters, etc.).
4.3 The Government has provided existing geotechnical information in Attachment 8 to provide basic information on conditions. Additional geotechnical information is required and is the responsibility of the Contractor. The Contractor is required to conduct all geotechnical and foundation site explorations, laboratory analysis and results, and generate a geotechnical report with log of explorations in accordance with the information contained herein for all project structures, features, and utility systems. This report shall be the basis for the design of the Geotechnical related features of the project.
4.4 The Government has provided sufficient hazardous materials information in Appendix G to understand the site conditions. The Contractor shall perform additional hazardous materials survey as required, in accordance with Federal, State of Utah and local regulations. The survey shall represent a complete picture of the current condition in the affected areas for this project.
Areas to be investigated include walls, wall cavities, area above the ceiling tiles, floor, drywall joint compound, HVAC joints/insulation, surfacing materials, and surfaces/components systems to be impacted by the renovation/demolition.
5 Specification Number & Drawing File Numbers
5.1 The general dwg file number for the FY17 649 MUNS Munitions Storage Magazines:
180-25-0950.
5.2 The log of boring file number is: 180-01-0950 (to be located in the lower-right hand corner in the drawing sheet border, outside the title block).
5.3 The topographic survey file number is; 180-13-0950 (to be located in the lower-right hand corner in the drawing sheet border, outside the title block).
5.4 The above supplied file numbers are intended to for tracking purposes, when assimilated into the government electronic map filing system. Use of numbers will depend on actual need for the documents.
5.5 Provide drawing deliverables in both BIM native format and AutoCAD format 2015 or the latest version. Horizontal disciplines (Geotechnical, Civil, Landscape] should be provided in CADD or CIM (Civil Information Modeling). Vertical disciplines (Structural, Architect, Mechanical, Plumbing, Elec, etc.] should be provided in Revit. Refer to the A/E/C CADD standards. The
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Government will only accept the final product for full operation. Drawings produced by scanning drawings of record or containing photographic images shall be delivered in a raster format compatible with the target platform AutoCAD electronic digital format. Drawing files shall also be delivered in Portable Document Format (PDF). Media for deliverables shall be Compact Disc (in CD-R). Compact discs shall be furnished in addition to hard copy drawings. Text height for all Design drawings shall be minimum 1/8-inch high.
6 Design Charrette Meeting
6.1 During the third full week following the NTP the Contractor shall conduct a two-day Design Charrette Meeting at Hill AFB (location & time TBD) with Air Force Stakeholders to discuss the program requirements, to further develop floor plans, elevations, site plan, building orientation, traffic flow patterns, supporting feature locations, utility service connections/routings, and Beneficial Occupancy Date. The text height for all Design Charrette drawings shall be minimum 1/8-inch high. The Contractor shall establish the agenda. The Charrette shall be scheduled to begin on a Tuesday (nor adjacent to a Monday, which is a national holiday) to allow travel on a Monday.
6.2 Representing the Contractor shall be the Contractor’s Project Manager and Design/Engineer Team (appropriate disciplines).
6.3 The Contractor shall chair the conference. Minimum requirements for the conference are:
6.3.1 The Contractor shall prepare and present, via PowerPoint presentation, their interpretation of the Contract requirements. Contractor will coordinate necessary presentation equipment. A copy of the PowerPoint slides shall be printed and bound and a copy given to each attendee at the beginning of the presentation.
6.3.2 The Contractor shall conduct appropriate “splinter” meetings and receive immediate input on their initial presentation.
6.3.3 The Contractor shall use and complete the ETL 01-1 “Reliability and Maintainability Design Checklist” during the Charrette to ensure aspects of the design/construction, typically missed, are brought forward and discussed. At the conclusion of the Charrette, each line item of the checklist shall be annotated YES-NO-N/A. Not Applicable “N/A” shall be used for features clearly not in the scope of the project. “No” shall be accompanied with an explanation as to why the feature is not being included in the design/construction --- the Contractor is cautioned to clarify a “No” interpretation early in the proposal process. The “No” response shall be the exception and clearly not a part of the contract --- the “Yes” response shall be the rule. This completed list shall be submitted with the Charrette submittal.
6.3.4 The Contractor shall make final adjustments to their presentation based on discussions and comments, and make a final presentation to the Hill AFB Base Civil Engineer. A copy of the PowerPoint slides (with adjustments) shall be included in the charrette submittal.
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6.3.5 Within two-weeks following the Charrette, the Contractor shall distribute the design Charrette submittal and Meeting Minutes, for review and comment per the distribution matrix.
7 Design Quality Control Plan
7.1 The Contractor shall submit the Design Quality Control (DQC) Plan see Section 01 45 00 --- also cross reference to portions of this Section (01 33 16) that may have applicable additional design team, minimum qualifications. The Contractor shall correct this plan and re- submit until such time as the Contracting Officer accepts it. The Contracting Officer will not entertain a design charrette until the Contracting Officer accepts this plan. This plan is extremely important and allows the Government an opportunity to review processes proposed to be used by the Contractor. Since a technical review is no longer conducted on the design deliverables ---review of this plan by the Government helps to ensure steps are taken to reduce risk of error.
The Contractor's DQC Plan shall provide and maintain an effective quality control program, which will assure that all services required by this design- build contract are performed and provided in a manner that meets professional design and engineering quality standards. The Contractor shall allow for a 15 WORKING DAY government review period for each submittal of the DQC Plan.
7.2 CAUTION: A SUBMITTAL NOT READY FOR A GOV’T QUALITY ASSURANCE
REVIEW WILL WASTE GOV’T RESOURCES AND POSSIBLY DELAY EXPECTATIONS OF
THE CONTRACTOR AT THE CONTRACTOR’S EXPENSE. IT IS EXTREMELY IMPORTANT
EACH SUBMITTAL RECEIVE AN INTERNAL CONTRACTOR QUALITY CONTROL REVIEW,
INDEPENDENT TECHNICAL REVIEW, AND CORRECTIONS BEFORE SUBMITTING TO THE
GOV’T.
7.3 CAUTION: THE GOVT’S QUALITY ASSURANCE REVIEW IS DESIGNED TO BE A
SPOT CHECK --- IT WILL NOT BE A TECHNICAL REVIEW --- ADEQUATE RESOURCES TO
ACCOMPLISH ANYTHING MORE ARE NOT PROVIDED. THE CONTRACTOR MUST
PERFORM QUALITY CONTROL ON ALL SUBMITTALS. THE CONTRACTOR IS CAUTIONED
--- THE GOVERNMENT DOES NOT PLAN TO CONDUCT TECHNICAL REVIEW OF DESIGN
DELIVERABLES SUBMITTED FOR REVIEW. THE GOVERNMENT REVIEW WILL NOT
FOCUS ON THE CALCUALTIONS, CODE COMPLIANCE, OR ANY OTHER TECHNICAL
ASPECT RELATED TO CONTRACT COMPLIANCE. NEVERTHELESS --- THE
GOVERNMENT DOES RESERVE THE RIGHT TO MAKE SUCH COMMENTS SHOULD THE
SITUATION ARISE.
8 Design and Construction Schedule
8.1 The contractor shall have the freedom to establish the design and construction schedule within contract period of service. However, the schedule needs to consider an up to one hundred twenty (120) calendar day review period delay for the Final Design approval by the Department of Defense Explosive Safety Board (DDESB). The Hill AFB explosives safety office will provide the design to DDESB for review. The design will not be allowed to proceed in Construction without final DDESB approval of the design. Both design schedule and construction
01 33 16-7 schedule data shall be placed on a single overall schedule to facilitate an overall understanding of the presented logic.
8.1.1 The contractor shall include on the schedule a 15 WORKING day period for the government to conduct a quality assurance compliance review for each submittal.
8.1.2 The contractor shall include on the schedule a 1 calendar day period for a compliance review conference related to each submittal with the exception of the Charrette submittal. These conferences shall not be scheduled during a weekend or holiday or on a day of the week that is adjacent to a day of a weekend or holiday. This typically will leave Tuesdays, Wednesdays, or Thursdays (except as holidays impact) for these conferences.
8.2 The Contractor shall submit one schedule; consisting of both the design activities and the construction activities.
8.2.1 The design schedule shall be submitted within the first 20 calendar days after the date of Notice To Proceed. The design schedule shall include all activities associated with the design.
On this schedule include as much clarity as can be provided of construction activities with appropriate logic.
8.2.2 The Contractor shall refine the schedule with finalized construction activities not later than 90 calendar days prior to the desired start of the construction activities; which includes any applicable site work. The construction schedule shall contain all activities associated with the design and construction of the project, complete and useable for its intended purpose.
Construction performance shall not begin until a 15 calendar day period following the Contracting Officer’s acceptance of the construction schedule has occurred. Re-submittals due to Contractor controlled deficiencies will not constitute a time or cost change to the contract. The Contracting Officer will have 15 WORKING days to conduct review and provide comments to the Contractor for the submittal and each re-submittal. The Contractor is encouraged to discuss deficiencies with the Contracting Officer prior to re-submission.
9 Design Submittal Requirements
9.1 The contractor may be able to follow ‘Fast-tracking’ of construction, with contracting officer authority to proceed, however this is not a specific project requirement. This would be applied only on portions of the work for which the Government has reviewed the final design submission (on that portion of the work) and all Government review questions/concerns having been satisfactorily addressed by the contractor --- and the Contracting Officer provides authorization to proceed. If this portion of the work is sensitive to weather (heat, cold, rain, snow, wind, or any other weather situation) or any other situation precluding normal construction techniques, the contractor shall also submit to the Contracting Officer a plan to conduct this work (referencing and following industry standards or more stringent government standards) for compliance review.
Therefore, construction on this project will not be held due to any typical inclement weather or other scenario conditions as long as the contractor first demonstrates the ability to construct in such condition with the above described plan and the Contracting Officer has provided authorization to proceed.
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9.2 The Contractor and Contracting Officer will coordinate meetings with the Hill AFB Base Civil Engineer Staff/Representative and with the facility End-User to further discuss the requirements herein. The Contractor has the responsibility to establish the design of this project in accordance with the contract, including discussions with Hill AFB Organizations through proper coordination with the Contracting Officer. Such meetings are intended to allow the Contractor an opportunity to discuss, clarify, and obtain an understanding, in a face- to-face setting, on issues, opportunities, or mission restraints still in question. The spirit of this meeting is not intended to adjust the contract in any manner but rather to allow the Contractor/Customer relationship to begin and grow. This meeting can be associated with a partnering session or can be a stand-alone meeting but needs to occur early in the design phase of the contract.
9.3 Design deliverables will be submitted as identified within this section, during the design phase. However, for construction deliverables, refer to Section 01 33 00 for submittals that are required during the construction phase.
9.3.1 Every new construction feature of this project must be fully designed and ”For Construction” drawings submitted and approved prior to the start of construction for that feature or interfacing features. The contractor shall try to minimize the number of design submittals. The Contractor can submit design deliverables from multiple tracks in the same submittal, when possible.
9.3.2 It’s acceptable to take major areas of the design and put each on a minimum of two but no more than three submittal tracks (plus the Charrette Track), i.e., major area items vs percent complete for each track:
MAJOR AREA / Submittals 1 2 3 4 5 Charrette Track 90% Civil/Architectural/Structural Track 60% 90% Mech/Fire Protection/Elec/Comm Track 60% 90%
Where: 60% = Preliminary Design Submittal Compliance Review Submittal 90% = Charrette track --- or --- Final Design Complete, Fully
Coordinated by Contractor, Ready to Build, Compliance Review Submittal
See Paragraph 1.1.1 above for URL to locate the description of:
60% is equivalent to Preliminary 90% is equivalent to Final
9.4 The contractor shall ensure applicable features of the Final design are developed to a further design level and submitted for compliance review a minimum of two times, but not more than three times. Every project feature shall be submitted in final form. The Contractor shall ensure all details be included in the design documents before start of construction; with exception of those items/features allowed to be submitted at a later date during construction by the Contracting Officer.
9.5 Every design submittal shall include a separately bound Contract Status Booklet of all
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SF-30 contract modifications executed from contract award date to present on the contract.
Included in this booklet shall be a copy of all RFIs submitted and the official clarification/recommendation responses (note --- RFI responses are not contract altering documents). Also include any official document(s) changing the conditions of the contract. This is an important booklet for the reviewers --- it’ll give the reviewer a better understanding as to where the project has been since the contract was authored.
9.6 Each design submittal for review shall be distributed per the distribution matrix.
9.7 Each design submittal shall be completed to the stage/level commensurate with the stage of completion, i.e., 60%/90%, etc. All submittals for review shall be a required submittal.
The Contractor shall determine his submittal scenario. For three submittals on a track, follow the distribution matrices below. For two submittals on a track, combine the 1st and 2nd round submittal matrix requirements into the 1st submittal. All of these deliverables shall be stamped "For Compliance Review Only --- %)"; and each sheet of the drawings shall have the same stamp. The back check submittal(s), following the Government reviews of the 90 percent final submittal, shall be packaged and stamped "For Compliance Back Check Review Only - 90% --
- each sheet of the drawings shall be stamped.
9.8 The contractor shall ensure every feature of the design is developed to a further design level on subsequent submittals unless already fully designed. Every project feature shall be submitted in final form.
9.9 Each design submittal shall include a submittal register. This submittal register shall be developed commensurate with the level of the design submittal. The submittal register is further discussed in the RFP.
9.10 The construction submittal shall be stamped “For Construction” — each sheet of the drawings shall be stamped with this statement. In addition, each sheet of the drawings shall be stamped and signed by the valid Registered Engineer or valid Registered Architect responsible for the design shown. Included shall be the certifications from each of the independent technical reviewers. In addition --- each drawing shall also be stamped and signed by the responsible licensed professional technical reviewer (two signed stamps required on each drawing).
CRITICAL --- the “For Construction” documents shall not be developed until all DrChecks comments for the related track have been appropriately addressed and cleared back check process and no further comments exist for the track. Then and only then shall the “For Construction” documents be created and distributed.
9.11 Each submittal shall include appropriate drawings, specifications and design analysis including calculations along with other requirements as noted herein and in the appendices. The Contractor shall prepare all drawing documents in AutoDesk AutoCAD, release 2015 format.
The design drawings and technical specifications shall be dimensioned and specified using English traditional units of measure.
9.12 A compact disc of the entire submittal shall be developed and a single copy submitted to each addressee shown in the distribution matrix with each deliverable. It is paramount for
01 33 16-10 all specification sections on the CD to be searchable by either MSWord or Adobe Acrobat ---the specifications shall not be scanned files.
9.13 The Contractor shall use the Unified Federal Guide Specification (UFGS) system to develop appropriate specifications for the design. The Contractor shall not delete sections of the specifications without first coordinating with the Contracting Officer.
9.14 The Contractor shall follow the A/E/C Cadd Standards version 4.0 for layering, line weights, color assignments, etc., with local modifications, mainly in file naming, since we have base codes published. The other exception to the standards relates to the order of the drawings.
The order of the drawings shall be in the following order: GSGCLSAIFMPE = General --- Surveys --- Geotechnical --- Civil --- Structural --- Architectural ---Interior Design--- Fire Protection --- Mechanical --- Plumbing --- Electrical --- Communications.
9.15 The use of shop drawings or continuation/extension of design (design defined, as requiring a design analysis, plans, and specifications) submittals once a design track has been finalized for construction shall not be allowed. The Contractor shall ensure the design is complete in all aspects before construction begins on the related track unless otherwise directed by the Contracting Officer.
10 Compliance Review Comments
10.1 Automated review management system: All review comments shall be processed via the Government program called DrChecks. The Contractor shall prepare for any appropriate comment review conference/meetings, by reviewing the comments in the DrChecks file(s). The Contractor shall print and bind ten (10) copies of comments and distribute them to attendees at the review conference. Unresolved comments/issues at the conference shall be resolved by immediate follow-on action. Valid comments shall be incorporated. The Contractor shall annotate the DrChecks file prior to the next design submittal. Annotations shall be entered for each comment in DrChecks. Annotations shall explain if the comment is accepted along with what was done and where it was done --- or --- if the comment is denied, an explanation as to why. The Contractor is encouraged to contact the comment maker of any comments not fully understood to enhance the accuracy of the response to the comment.
10.2 Assistance with DrChecks can be received by calling Mr. Steve Freitas at (916) 557- 7296. Following contract award, the Contractor will need to contact Mr. Freitas to register and receive a login and password.
10.3 The design documents will not be considered 100% complete and ready for construction, until all comments for correction have been incorporated to the Government’s satisfaction and further back check reviews are deemed no longer necessary. Review comments for correction will be based on compliance with the RFP document requirements.
10.4 Each design submittal shall be accompanied with all previous DrChecks files for the project on compact disc in “Word” or .pdf format.
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11 Compliance Review Conferences
11.1 All compliance review conferences shall be held at Hill AFB --- location to be determined prior to each conference.
11.2 The contractor shall be represented at these review conferences by each design discipline and the construction manager as a minimum.
11.3 Each conference shall be planned to occur over a 1.0-day period.
11.4 The Contractor shall prepare for and provide a briefing of the project to a Hill AFB audience during each compliance comment review conference. This briefing should focus on the functional and Customer mission related features of the project. The briefing will occur within the 1.0-day conference schedule. Overhead slides or other briefing materials are not required or preferred in support of this activity. Already-prepared project drawings, project renderings, and project color boards are the preferred briefing materials.
11.5 The Contractor shall prepare the confirmation notice (meeting minutes) for each conference within 14 calendars following each conference and email a copy to all attendees and stake holders listed on the distribution listing in this section. The confirmation notices shall list all action items discussed along with taskings (Contractor or Gov’t), all issues discussed with decisions, and latest schedule of upcoming events as a minimum.
12 Environmental Permits
12.1 Contractor shall pay for and obtain all permits required for the successful execution of this project. Submittal of the Environmental Permits to the Regulatory Agencies shall be accomplished with coordination of the Contracting Officer and the Hill AFB Environmental Shop.
13 Design Team Qualifications
13.1 After award of the contract, the Contractor shall demonstrate to the Contracting Officer for comment (with resumes and other appropriate documentation) the required qualifications of the following key design-related personnel. Important Note: The resumes must provide sufficient detail and documentation to clearly substantiate that all minimum qualification criteria are met.
The Contracting Officer will make final acceptance/non-acceptance of the personnel proposed.
Prior to the start of the design charrette meeting the Contractor shall propose and receive acceptance/selection of the entire design team by the Contracting Officer. The independent technical reviewers shall receive acceptance from the Contracting Officer prior to the submittal of the first design submittal following the charrette meeting. The Contractor shall continue to propose qualified design team members until such time as the Contracting Officer determines the individuals meet the minimum qualifications for the related position. The minimum qualifications are:
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13.1.2 Project Site Safety and Health Officer (SSHO): See Section 01 35 26 for related submittal requirements.
13.1.4 Design Team Discipline Leads:
13.1.4.1 Structural Engineer: Structural engineer licensed to practice in the State of Utah and with minimum of 6 years design experience in this type of building construction.
13.1.4.2 Civil Engineer, Electrical Engineer and Other Engineering Disciplines: The design of architectural, structural, mechanical, fire protection, electrical, civil, and other engineering features of the work shall be accomplished, independently reviewed, and approved by engineers, and architects, licensed to practice in their respective professional field in a state or possession of the United States, in Puerto Rico, and the District of Columbia. They each shall have knowledge of local building and seismic codes. The lead designer for each discipline of the design team shall be a licensed professional Engineer/Architect with a minimum of six years’ experience. The overall Design Team Leader shall be the appropriate discipline, involved in most of the work, on this project.
13.1.5 Independent Technical Reviewers:
13.1.5.1 This team of professionals shall meet the same minimum requirements as the Design Team Discipline Leads.
13.1.6 Design Quality Control Manager: (See Section 01 45 00):
13.1.6.1 The Design Quality Control Manager shall be a person who has verifiable engineering or architectural design experience and is a registered professional engineer or architect. This individual shall not perform duties listed in paragraph 13.1.2 above.
13.1.7 Design Coordination Manager: (See Section 01 45 00):
13.1.7.1 The Design Coordination Manager is an employee of the construction contractor. This individual shall be a person who has verifiable engineering or architectural design experience and is a registered professional engineer or architect.
14 Independent Technical Review:
14.1 The Contractor shall include an independent technical review process with reviewers/organizations in the Design Quality Control Plan. The Contractor shall require the design documents for each track deliverable to undergo an independent technical review by engineers, architects, and interior designers licensed to practice in their respective professional field in a state or possession of the United States, in Puerto Rico, and the District of Columbia.
These reviews shall be accomplished by other than the qualified design personnel identified in Paragraph No. 13 above, so the ITR will truly be an ‘Independent’ review.
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14.2 For each track deliverable, the Contractor shall provide a signed certification letter from each independent technical reviewer --- with professional license number. This certification shall document the independent technical review procedure performed (per the approved Design Quality Control Plan) and certify the submittal meets the minimum requirements set forth in the contract.
14.3 For the “For Construction” set of plans and specifications, the Contractor shall provide a signed certification letter from each independent technical reviewer --- with license number. This certification shall document the independent technical review procedure performed (per the approved Design Quality Control Plan) and certify the submittal meets the minimum requirements set forth in the contract. In addition, each drawing in the set shall be stamped and signed by the individual Architect/Engineer responsible for the design on each sheet --- AND - -- shall be stamped and signed by the independent technical reviewer responsible for the independent technical review for that sheet and associated specifications. Each drawing sheet shall be stamped and signed twice --- no exceptions.
15 “For Construction” set of Plans and Specifications
15.1 Seven calendar days following the conclusion of all design processing (when all DrChecks comments have been addressed in all DrChecks files associated with all submittal tracks of the design effort) the Contractor shall assemble the comprehensive set of drawings and specifications deliverable (include all data provided in earlier “for construction” documents).
This deliverable shall be submitted per the distribution matrix herein.
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16 TRANSMITTAL TO GOVERNMENT AGENCIES:
16.1 SUBMITTAL DISTRIBUTION REQUIREMENTS
TITLE: 649 MUNS Munitions Storage Magazines LOCATION: HILL AFB, UT
FY: 17 PROJ NO.: KRSM 143007
Charrette Submittal all drawings to be (ANSI “B”) size/format
M A J
D I S T
R E S
C O N S
B C E
Include 1 cd of entire submittal to each addressee 1 2 3 4 5
CONTEXTUAL PHOTOS 6 2 6
ANALYSIS PLAN 6 2 6
SITE/LAYOUT PLANS 6 2 6
CROSS SECTIONS/ELEVATIONS/DETAILS 6 2 6
MEETING MINUTES W/COMPLETED DES CHECKLIST (ETL
01-1) 1 1 6 2 6
DESIGN QUALITY CONTROL PLAN (SHORTLY AFTER NTP) 2 2 2
01 33 16-15
1st Round Design Submittal for this Project Feature (60% Quality/Compliance Assurance Review Submittal) (DrChecks comments, as appropriate, from Charrette to be annotated prior to shipping this submittal)
M A J
D I S T
R E S
C O N S
B
60% DRAWINGS (ANSI “B”) 1 1 6 2 6
60% DRAWINGS (ANSI “D”) 1 1 2
SPECS/CATALOG CUTS 6 2 6
DESIGN ANALYSIS WITH CALCULATIONS 6 2 6
CONTRACT STATUS BOOKLET 2 2 2
DRAFT DD FORM 1354 AND REAL PROPERTY FORM 1 1 2
SUBMITTAL REGISTER 6 1 6
CERTIFICATION LETTERS 1 1 1
KEY SUBS/CONSULT’S LETTER OF INVOLVEMENT 1 1 1
DRCHECKS FILE ANNOTATED (IN DRCHECK SYSTEM)
01 33 16-16
2nd Round Design Submittal for this Project Feature (90% Final Quality/Compliance Assurance Review Submittal) (DrChecks comments from 1st Round submittal have been annotated prior to shipping this submittal)
M A J
D I S T
R E S
C O N S
B
FINAL DRAWINGS (ANSI “B”) 1 1 6 2 6
FINAL DRAWINGS (ANSI “D”) 1 1 2
SPECS/CATALOG CUTS 6 2 6
DESIGN ANALYSIS WITH CALCULATIONS 6 2 6
CONTRACT STATUS BOOKLET 2 2 2
DD FORM 1354 AND REAL PROPERTY FORM 2 1 2
SUBMITTAL REGISTER 6 1 6
ELECTRONIC WORD PROCESSING FILES OF ALL OTHER
DOCS 2 1 2
CERTIFICATION LETTERS 2 1 2
KEY SUBS/CONSULT’S LETTER OF INVOLVEMENT 2 1 2
DRCHECKS FILE ANNOTATED (IN DRCHECK SYSTEM) 2 1 2
01 33 16-17
Design Back check Submittal *Repeat as needed* (Includes all other requirements noted)(Submit only shts/pgs of changes for each submittal cycle along with other documentation needed by the reviewer to complete back check) (DrChecks comments from previous submittal have been annotated prior to shipping this submittal)
M A J
D I S T
R E S
C O N S
B
DRAWINGS (ANSI “B”) 1 1 6 2 6
DRAWINGS (ANSI “D”) 1 1 2
SPECS/CATALOG CUTS 6 2 6
DESIGN ANALYSIS WITH CALCULATIONS 6 2 6
DD FORM 1354 1 1 2
SUBMITTAL REGISTER 2 1 2
ELECTRONIC FILES (DRAWINGS/DOCUMENTS) (AUTOCAD
2015 VERSION COMPATIBLE)
DEMOLITION PLAN 2 1 2
CERTIFICATION LETTERS 2 1 2
DRCHECKS FILE ANNOTATED (IN DRCHECK SYSTEM)
01 33 16-18
For Construction set (Provide 7 days after notification of all compliance review comments in all DrChecks files on the project have been adequately addressed)
M A J
D I S T
R E S
C O N S
B
DRAWINGS (Each discipline lead drawing sheet shall be stamped and signed by the responsible Professional Engineer or Architect licensed to do so, i.e., “G” and “A” etc). Combine and coordinate into a single drawing and spec set the drawings and specs sections for all tracks.
CONSTRUCTION DRAWINGS (ANSI “B”) 1 1 6 2 6
CONSTRUCTION DRAWINGS (ANSI “D”) 1 1 2
CONSTRUCTION SPECS/CATALOG CUTS 6 2 6
ELECTRONIC CADD FILES OF ALL DRAWINGS (BIM &
AUTOCAD 2015 VERSION COMPATIBLE AND .pdf FORMAT)
1 1 1 1 2
DD FORM 1354 AND REAL PROPERTY FORM 1 1 1 4
DESIGN ANALYSIS WITH CALCULATIONS 6 1 6
01 33 16-19
As-Built Drawings Submittal (Provide 21 calendar days after final inspection and project acceptance)
M A J
D I S T
R E S
C O N S
B
1 2 3 4 5
AS-BUILT DRAWINGS (paper) (ANSI “D”) 1 1 2
ELECTRONIC FILES OF ALL DRAWINGS (BIM & AUTOCAD
2015 VERSION COMPATIBLE) 1 1 1 1 2
UPDATED DD FORM 1354 DATA AND UPDATED PROPERTY
DATA FORM (SEE SECTION 01 33 16) 1 1 1 2
01 33 16-20
16.2 Offices for Distribution
Code Number
Agency
Mailing Address
1 MAJ HQ AFCEE/CMC
ATTN: Jaime Cantu 3515 S. General McMullen San Antonio TX 78226-2018
(210) 395-8240
2 DIST US Army Corps of Engineers ATTN: PM-M, Arianna Raymundo 1325 "J" Street Sacramento, CA 95814-2922
(916) 557-6748
3 RES US Army Corps of Engineers Utah Resident Office ATTN: Drasa Maciunas
7227 6th Street, Bldg. 366 Hill AFB, UT 84056
(801) 586-3296
4 CONS US Army Corps of Engineers
ATTN: CO-C, May Okuhara Julito Ganchero
1325 "J" Street Sacramento, CA 95814-2922
(916) 557-7747 7779
5 BCE 75 CEG/CEPM
ATTN: Mr. Christopher Paxman 5713 Lahm Lane, B/593 North Hill AFB, UT 84056-5410
(801) 777-0982
01 33 16-21
16.3 Hill AFB DD FORM 1354 additional requirements to be submitted with each DD FORM 1354 submittal requirement:
REQUIRED REAL PROPERTY DATA
1. New Construction/Additions – Facility
2. New Construction - Infrastructure
3. Demolition - Facility
4. Demolition - Infrastructure
1. New Construction/Additions Project# Work Order #
Facility# Installation Category Code
Total Unit of Measure (SF, SY, Other) systems) Dimensions
(cost excludes
Outside x FT
Wings Offsets x FT x FT
Number of floors
Type Construction (Concrete, block, metal, etc.)
Foundation Floor Wall Roof
Utilities (Check when applicable) Water Sewage Electric Gas Steam Heat Source (Specify type: Gas, Steam, Fuel Oil, Electric, etc.)
Fire Detection Automatic Fire Detection System EACH SF
Automatic Fire Alarm/Reporting EACH SF
Manual Alarm System
01 33 16-22
Exterior
Interior
BOXES
BOXES
01 33 16-23
Sprinkler Systems Closed Head Automatic HDS SF
Open Head Deluge
Pre-Action
AFFF Pre-Action
HDS SF
Other Fire Suppression System High Expansion Foam
Carbon Dioxide
Protein Foam/Water Deluge
Halon
Dry Chemical System
Foam Systems (Tank Farm)
Other
EACH
Air Conditioning /Evaporative Cooler Less than 5 ton SF TN $ 5 to 25 ton 25 to 100 ton Over 100 ton
# of Units TN $ # of Units TN $ # of Units TN $
Heating
750/3500 MB MB $
Over 3500 MB MB $ From Central Plant SF $ Fuel Oil Storage GA $ Gas Source SF MB $
Energy Monitoring and Control Systems (EMCS) Central Station Equipment Field Equipment Data Lines
EACH $
EACH $
LF $
01 33 16-24
Security Alarm System EACH $ ___________
01 33 16-25
Air Compressor HP $
Compressed Air Distribution Lines LF $
Electric Emergency Power Generator
KW $
Storage Tank for Fuel (Type)
GA
2.New Construction/Additions- Infrastructure
Installation Project# Work Order #
Roads SY LF $
Curb & Gutter LF $
Driveway SY $
Vehicle Parking Areas Organization Vehicles Private Owner Vehicles Refueling Vehicles
SY $
Sidewalk SY $
Street Lights EACH $
Boundary Fence Chain Link Block Wall
Interior Fence
01 33 16-26
Security Fence
Exterior Lighting Street Lights Security Lights Apron Floodlighting
Electric Aircraft Outlets
01 33 16-27
Water Distribution Mains Non potable Fire Protection Main
Fire Hydrants
LF $
LF $
Fire Pumps GM SF $
(internal combustion, steam or electric drivers)
Fire Protection Water Storage KG $
Storm Drains LF $
Sanitary Sewage Main LF $
Industrial Waste Main LF $
Industrial Waste Fuel Spill Collector KG $
Gas Mains LF $
Primary Electrical Distribution Lines Overhead Underground
Secondary Electrical Distribution Lines
Utility Line Ducts LF $
Steam Heat Mains LF $
Sanitary Sewage Mains LF $
01 33 16-28
Pad (for propane tank) SY $
Pre-Engineered Revetment LF $
Other $
01 33 16-29
3. Demolition - Facility Project# Work Order #
Facility# Installation
4. Demolition - Infrastructure Installation Project#_ Work Order #
Roads SY LF $
Curb & Gutter LF $
Driveway SY $
Vehicle Parking Areas Organization Vehicles Private Owner Vehicles Refueling Vehicles
Sidewalk SY $
Street Lights EACH $
Boundary Fence
Interior Fence
Security Fence
Exterior Lighting Street Lights Security Lights
Apron Floodlighting
01 33 16-30
Electric Aircraft Outlets EACH $
Water Distribution Mains Non potable Fire Protection Main
Fire Hydrants
LF $
LF $
Fire Pumps GM SF $
01 33 16-31
(internal combustion, steam or electric drivers)
Fire Protection Water Storage KG $
Storm Drains LF $
Sanitary Sewage Main LF $
Industrial Waste Main LF $
Industrial Waste Fuel Spill Collector KG $
Gas Mains LF $
Primary Electrical Distribution Lines
Secondary Electrical Distribution Lines
Utility Line Ducts LF $
Steam Heat Mains LF $
Sanitary Sewage Mains LF $
Pad (for propane tank) SY $
Pre-Engineered Revetment LF $
Other $
01 33 16-32
17 Contractor Processing of DrChecks File
17.1 Unresolved problems will be resolved by immediate follow-on action at end of conferences. The Contractor shall submit to the Contracting Officer within five (5) calendar days, two (2) copies of a Confirmation Notice for the Compliance Assurance Review Conference summarizing major decision points and issues which requires resolution and the action office.
17.2 On receipt of corrected submittal documents and at the point at which all comments in the DrChecks System have been adequately addressed (to Sacramento District’s satisfaction), the Sacramento District will provide notification to the Contracting Officer noting that all comments have been addressed. Withholding payment for unsatisfactory performance shall be made in accordance with CONTRACT CLAUSE, FAR
52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS.
17.3 The Contractor shall annotate the respective DrChecks File for each phase of the design showing page or sheet and verse where the correction was made and what the correction consists of — this to assist the reviewers to quickly find the adjustment. These Contractor annotated DrChecks files shall be made on the DrChecks web site before the next submittal is received by the reviewers — therefore action is a part of the submittal requirements.
17.4 The Contractor shall submit corrected submittal documents (back check) as noted above. Again — the appropriate DrChecks file shall be annotated and ready on the web site on or before the day the reviewers receive the back check submittal.
17.5 The Back check process along with the availability of the Contractor annotated DrChecks file on the web site shall continue until all comments in the DrChecks file have been adequately addressed to the satisfaction of the Government Reviewers.
--End of Section--
| 1.1.4 Specifications Baseline Guidance ER 1110-1-8155, Engineer and Design – Specifications: |
| 1.1.5 Air Force Civil Engineering Sustainable Design Tool Kit: |
| 2 Submittal Certifications: |
| 2.2.1 I (name of reviewer with title(s)) have completed the independent technical review for (stage of submittal) of (project name and location) design submittal. Notice is hereby given that all quality control activities, appropriate to the level of ... |
| 3 Criteria and Deviations |
| 4 Topographic, Geotechnical, and Existing Conditions |
| 5 Specification Number & Drawing File Numbers |
| 5.1 The general dwg file number for the FY17 649 MUNS Munitions Storage Magazines: 180-25-0950. |
| 6 Design Charrette Meeting |
| 7 Design Quality Control Plan |
| 8 Design and Construction Schedule |
| 9 Design Submittal Requirements |
| 10 Compliance Review Comments |
| 11 Compliance Review Conferences |
| 12 Environmental Permits |
| 13 Design Team Qualifications |
| 13.1.4 Design Team Discipline Leads: |
| 13.1.5 Independent Technical Reviewers: |
| 14 Independent Technical Review: |
| 15 “For Construction” set of Plans and Specifications |
| 1. New Construction/Additions – Facility |
| 2. New Construction/Additions- Infrastructure |
| 17 Contractor Processing of DrChecks File |
File details come from the government source that posted it. Updated .