Technical Specifications.pdf

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State of Michigan Matrix Consulting Engineers, Inc.

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

File No: 472/22442.JBB

Funding Code No.: 472MBPMaintProj

TECHNICAL SPECIFICATIONS

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

THIS PAGE IS LEFT BLANK INTENTIONALLY

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

SECTION 013000 - SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes: This Section includes, but not necessarily limited to, the submittal of Shop

Drawings. Samples and other information as indicated on the Drawings, as specified herein, and as necessary for the proper and complete performance of the Work.

B. Related Sections:

1. Documents affecting work of this Section include, but are not necessarily limited to:

a. General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications.

b. Individual submittals required: Pertinent Sections of these Specifications.

PART 2 - PRODUCTS

2.1 SUBMITTALS REQUIRING ENGINEER’S REVIEW AND RETURN

A. Drawings:

1. Scale required: Unless otherwise specifically directed by ENGINEER, make all drawings accurately to a scale sufficiently large to indicate all pertinent features of the item and its method of connection to the Work.

2. Submittals can be submitted and approved electronically (digitally and by PDF’s)

3. Submittals required:

a. Medium voltage cables

b. Low voltage electrical power conductors and cables

c. Grounding and bonding

d. Hangers and supports

e. Raceway and boxes

f. Sleeves and sleeve seals

g. Identification for electrical systems

h. Medium voltage circuit breaker switchgear

i. Medium voltage power system maintenance

j. Medium voltage SPD

4. Type and number of prints required:

a. Submit the number of copies which are required to be returned plus 4.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

B. Manufacturer’s literature and product data:

1. General: Where content of submitted literature from Manufacturers includes data not pertinent to this submittal, clearly indicate which portion of the contents is being submitted for ENGINEER’s review.

2. Number of copies required: Submit the number of copies which are required to be returned plus 4.

C. Calculations:

1. Performance type design calculations: Shall be prepared and sealed by a Professional

Engineer licensed in the state where the project is being constructed.

2. Number of copies required: Submit the number of copies which are required to be returned plus 4.

D. Samples:

1. General:

a. Samples:

1) Illustrate materials, equipment and workmanship.

2) Establish standards by which completed work is judged.

2. Accuracy of Sample: Unless otherwise specifically directed by ENGINEER, all Samples shall be of the precise articles proposed to be furnished.

3. Number of Samples required: Submit all Samples in the quantity which is required to be returned plus 1.

E. Colors and patterns: Unless the precise color and pattern is specifically described in the

Contract Documents, whenever a choice of color or pattern is available in a specified Product, submit accurate color charts and pattern charts to ENGINEER for review and selection.

F. Manuals :

1. General:

a. Where manuals are required to be submitted covering items included in this Work, prepare all such manuals in durable plastic binders approximately 8 ½ inches x 11 inches in size and with at least the following:

1) Identification on, or readable through, the front cover stating general nature of the manual.

2) Neatly typewritten index near the front of the manual.

3) Complete instructions regarding operation and maintenance of all equipment involved.

4) Complete nomenclature of all replaceable parts, their part numbers, current costs and name and address of nearest vendor of parts.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

5) Copies of all guarantees and warranties issued.

6) Copies of the reviewed drawings.

7) Copies of all data concerning all changes made during construction.

2. Extraneous Data: Where contents of the manuals include Manufacturer’s catalog pages.

Clearly indicate the precise items included in this installation and delete or otherwise clearly indicate all Manufacturer’s data with which this installation is not concerned.

3. Number of copies required: Unless otherwise specifically directed by ENGINEER or stipulated in the pertinent Section of these Specifications. Deliver 4 copies of the manual to ENGINEER.

2.2 SUBMITTALS NOT REQUIRING ENGINEER’S RETURN

A. General:

1. Including, but not necessarily limited to:

a. Test Reports.

b. Certifications and affidavits.

c. Installation instructions.

2. Number required: Submit 4 copies.

PART 3 - EXECUTION

3.1 SCHEDULE OF SUBMITTALS

A. Preparation and submittal of a schedule of submittals:

1. Prepare and submit a schedule of submittals as required by Section 00700: General

Conditions.

2. The schedule of submittals shall include the following:

a. Shop Drawings.

b. Manufacturer’s literature and product data.

c. Samples.

d. Colors and patterns.

e. Manuals.

f. Other submittals required by the Contract Documents.

3. Allow at least 15 full working days for ENGINEER’s review following ENGINEER’s receipt of the submittal unless ENGINEER has agreed to a shorter period for specific

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades submittals.

4. Schedule submittals, except operation and maintenance manuals, far enough in advance of scheduled dates for installation to provide all required time for reviews for securing necessary approvals for possible revision and resubmittal, and for placing orders and securing delivery.

5. Schedule submittal of operation and maintenance manuals at least 60 days prior to system

Substantial Completion unless otherwise specified.

B. Make all submittals in accordance with the schedule of submittals.

C. Be responsible for costs of delays caused by tardiness of submittals.

3.2 COORDINATION OF SUBMITTALS

1. Prior to submittals for ENGINEER’s review. Use all means necessary to fully coordinate all material including the following procedures.

a. Determine and verify all field dimensions and conditions, catalog numbers and similar data.

b. Coordinate as required with all trades and all public involved.

c. Secure all necessary approvals from public agencies and others; signify by stamp or other means that all required approvals have been obtained.

d. Clearly indicate all deviations from the Contract Documents.

B. Grouping of submittals:

1. Unless otherwise specifically permitted by ENGINEER, make all submittals in groups containing all associated items.

2. ENGINEER may reject partial submittals as not complying with the provisions of the

Contract Documents.

3.3 IDENTIFICATION OF SUBMITTALS

1. Consecutively number all submittals.

2. Accompany each submittal with a letter of transmittal showing the following:

a. Project title and number.

b. OWNER.

c. Subcontractor.

d. Date of submittal.

e. Specification Section or Drawing number to which the submittal pertains.

f. Brief description of the material submitted.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

g. Submittal identification number.

3. Mark each submittal with:

a. Company name of the originator of the submittal.

b. Deviations from Contract Documents.

c. CONTRACTOR’s approval of the submittal.

d. Submittal identification number adjacent to CONTRACTOR’s approval.

B. Resubmittal:

1. When material is resubmitted for any reason, transmit under a new letter of transmittal with a suffix added to the original submittal identification number.

2. Indicate that this is a resubmittal and refer to the previous submittal.

C. Submittal Log:

1. Maintain an accurate submittal log for the duration of the construction period showing the status of all submittals of all types.

2. Make the log available to ENGINEER for review upon request.

3.4 RETURN OF SUBMITTALS

A. Submittals requiring ENGINEER review and return:

1. With status. “Rejected. Resubmit”:

a. Drawings: ENGINEER will retain 1 copy and return the rejected copies to

CONTRACTOR.

b. Manufacturer’s literature and product data: ENGINEER will retain 1 copy and return remaining copies to CONTACTOR.

c. Other submittals: ENGINEER will notify CONTRACTOR of rejection.

2. With status: “Reviewed. No Exceptions Taken” and “Reviewed w/Corrections Noted”:

a. Drawings: ENGINEER will retain 4 copies and return the remaining copies to

b. Manufacturer’s literature and product data: ENGINEER will retain 4 copies and return the remaining copies to CONTRACTOR.

c. Samples: ENGINEER will retain 1 Sample and return the remaining Samples to

CONTRACTOR.

d. Colors: ENGINEER will retain color charts and pattern charts and will indicate color and pattern choices to CONTRACTOR.

B. Submittals not requiring ENGINEER return: No copies will be returned.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

3.5 RESUBMISSION REQUIREMENTS

A. Drawings:

1. Revise initial drawings as required and resubmit as specified for initial submittal.

2. Indicate on drawings all changes which have been made other than those requested by

ENGINEER.

3. If the same drawings are submitted with additional data and revisions, clearly identify the added data and revisions on the drawings.

B. Other submittals: Submit as required for initial submittal.

3.6 RE-REVIEW COST

A. Should ENGINEER be required to review a submittal more than twice because of failure of the submittal to meet the requirements of the Contract Documents, ENGINEER will record

ENGINEER’s expenses for performing all additional reviews. The OWNER will compensate

ENGINEER for these additional services and deduct the amount paid from payments to

END OF SECTION 013000

TESTING SERVICES 014100 – 1

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

SECTION 014100 - TESTING SERVICES

A. Section Includes:

1. This section includes, but is not necessarily limited to, testing services, as indicated in the

Drawings, as specified herein and as necessary for the proper and complete performance of the Work.

2. General requirements:

a. Testing services and certifications which are to be included in CONTRACTOR’s prices:

i. Inspections and tests required by codes or ordinances or by a plan approval authority and made by a legally constituted authority.

ii. Inspections, testing services and certifications including, but not limited to, the following items shall be furnished by CONTRACTOR:

a) Pipe leakage tests.

b) Pipe material yield strength tests at ENGINEER’s request.

c) Cement Manufacturers’ certification tests at ENGINEER’s request.

d) Fine and coarse aggregate certification tests by Supplier at

ENGINEER’s request

e) Bedding material certification tests by Supplier at ENGINEER’s request.

f) Testing in connection with ENGINEER’s review of materials and equipment proposed to be incorporated into the Work.

g) Testing performed for CONTRACTOR’s convenience.

3. OWNER paid items:

a. OWNER may elect to test or to employ either ENGINEER or an independent testing agency to test any materials or systems on the Project. The cost of this testing will be paid for by OWNER.

1. Documents affecting work of this Section include, but are not necessarily limited to:

TESTING SERVICES 014100 – 2

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

a. General Conditions, Supplementary Conditions and Sections in Division 1 of these

Specifications.

2. Additional requirements for testing of materials and systems mentioned in this Section may be described in other Sections of these Specifications.

1.2 REFERENCES

A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following:

1. ASTM Standard Specifications:

2. AWS – American Welding Society:

a. D1.1 – Structural Welding Code.

3. Michigan Building Code.

1.3 TEST REQUIREMENTS

A. In accordance with:

1. Laws and Regulations.

2. Sections of these Specifications.

3. Reference procedures and requirements.

4. Pertinent standards for testing.

5. Michigan Building Code.

1.4 COLLECTING AND TRANSPORTING SAMPLES

A. Samples:

1. Collected by CONTRACTOR and transported by CONTRACTOR to a location determined by ENGINEER.

1.5 RETESTING COSTS

A. Retesting:

1. When initial tests of all items except soil compaction indicate noncompliance with the

Contract Documents, all subsequent testing occasioned by the noncompliance shall be performed by the same testing laboratory, and the costs thereof will be deducted by OWNER

TESTING SERVICES 014100 – 3

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades from the Contract Sum.

2. The first retesting of soil compaction shall be paid for by OWNER. The second and subsequent retesting costs for soil compaction due to noncompliance with the Contract

Documents shall be performed by the same laboratory, and the costs thereof will be deducted by OWNER from the Contract Sum.

B. Costs:

1. Uncovering costs shall be paid for as described in Article 13 of Section 00700: General

Conditions.

1.6 REPORTS

A. Provide typed copies of all laboratory reports, inspections, and certifications:

1. ENGINEER’s office: Two copies.

2. CONTRACTOR’s office: One copy.

1.7 SCHEDULES FOR TESTING

A. Establishing schedule:

1. By advance discussion with the independent testing laboratory, determine the time required to perform tests and issue findings.

B. Revising schedule:

1. When changes of construction schedule are necessary during construction, coordinate all such changes of schedule with the independent testing laboratory as required.

C. Adherence to schedule:

1. When the independent testing laboratory is ready to test according to the determined work schedule but is prevented from testing or taking specimens due to incompleteness of Work, all extra costs for testing attributable to the delay may be charged to CONTRACTOR and shall not be borne by OWNER.

1.8 CONTRACTOR’S DUTIES

A. Coordinate and schedule the work of the independent testing laboratory:

1. Notify ENGINEER and the independent testing laboratory 24 hours prior to expected time when testing services will be required.

2. Provide the following as necessary for laboratory to properly perform its functions:

a. Access to the Work.

TESTING SERVICES 014100 – 4

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

b. Facilities for access to the Work.

c. Tools.

d. Samples of materials.

e. Storage.

f. Assistance as requested.

PART 2 - PRODUCTS - Not Used.

3.1 TESTING REQUIREMENTS

A. Fine and coarse aggregate and bedding material:

1. Test to ensure compliance with the materials specifications, at the request of ENGINEER.

B. Fill material from on-site and off-site:

1. Test to ensure compliance with the materials specifications.

C. Soil Compaction:

1. Perform all necessary laboratory and field testing required to verify compaction of fill, trench backfill, and structure of backfill to 95 percent Modified Proctor in accordance with ASTM

D 1557.

2. Verify the compaction of the first 12 inches of the existing subgrade below all structures, paved areas and areas to be filled to 95 percent Modified Proctor in accordance with ASTM

D 1557.

3. Independent testing laboratory shall inform ENGINEER’s Resident Project Representative and CONTRACTOR’s on-site supervisor immediately of all on-site test results.

4. Place no additional fill in areas where compaction results do not meet Specification requirements.

D. Concrete Testing:

1. Point of sampling and the method of securing the Samples:

a. Determined by the independent testing laboratory.

b. In accordance with ASTM C 172.

2. Slump tests:

a. Perform slump tests in accordance with ASTM C 143.

b. Perform one slump test on the job for each 10 cubic yards of concrete.

c. At ENGINEER’s request, also perform slump tests at batch plant.

TESTING SERVICES 014100 – 5

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

d. Perform more slump tests if deemed necessary by ENGINEER.

3. Perform 1 air-entraining test in accordance with ASTM C 231 or C 173 for each truckload or every 10 yards of concrete placed, whichever is more frequent.

4. Test the concrete unit weight in accordance with ASTM C 138.

5. Test the air content of each set of concrete cylinders.

6. Concrete cylinder testing:

a. In accordance with ASTM C 31 and C 39.

b. Take concrete cylinder Samples as follows:

i. Once each day a given class of concrete is placed, nor less than

ii. Once for each 150 cubic yards (or fraction therof) of each class of concrete placed on each day, nor less than

iii. Once for each 5000 square feet of slab or wall surface area placed each day.

c. Concrete cylinder Sample shall consist of 4 standard 6-inch cylinders.

d. Handle cylinders carefully.

e. On-site storage:

i. 12 hours, minimum, 48 hours maximum.

ii. At a temperature range of 60 to 80 degrees F and in a moist environment.

iii. Shielded from direct sunlight and radiant heat.

iv. CONTRACTOR shall construct heated enclosure if conditions require.

f. Laboratory curing: For duration of curing after on-site storage.

g. Test 1 of the cylinders at 7 days and 2 cylinders at 28 days. Save 1 cylinder as a spare.

h. Acceptance and evaluation of the concrete shall be based on ACI 301.

E. Miscellaneous tests:

1. OWNER or ENGINEER may elect to order testing of other materials by Independent Testing

Laboratory.

END OF SECTION 014100

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS

A. Provide all labor, materials, equipment and supervision required for complete installation of all temporary power and related Work as indicated on the Drawing.

1.2 QUALITY ASSURANCE

A. Standards: Except as may be modified by Drawings and these Specifications.

B. Material Workmanship: All components shall be free from pits, excessive roughness, blisters, loose rust and mill scale, cracks, and seams to an extent that would be detrimental to the intended end use.

C. Installation: For installation of components use personnel completely trained and experienced in installation of approved materials and in configurations indicated on the Drawings and approved shop drawings. The Contractor may be required to submit evidence of experience in this type of work.

1.3 SUBMITTALS

A. Samples shall be submitted for approval upon request by the Engineer.

B. Submit complete and detailed Shop Drawings for approval. Shop Drawings shall be based on actual field measurements taken by the Contractor and shall depict, at a minimum, material specifications, fabrication details and dimensions, and installation details. No fabrication or installation work shall be undertaken by the Contractor until Shop Drawings are approved in writing by the Engineer.

2.1 FRAMEWORK MATERIALS

A. Shall be per manufacture recommendations and shop drawing approvals.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

TEMPORARY FACILITIES AND CONTROLS 015000 - 2

3.1 INSTALLATION

A. Installation shall be made in a workmanlike manner by skilled mechanics experienced in erection of this type of work.

3.2 CLEAN UP

A. Upon the completion of the installation all debris created by the installation shall be legally removed from the premises or disposed of as directed by the State Unit.

3.3 REMOVAL

A. Upon completion of work, remove temporary power, etc. and restore site to match existing conditions.

END OF SECTION 015000

OPERATION AND MAINTENANCE MANUAL 017823 - 1

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

SECTION 017823 - OPERATION AND MAINTENANCE MANUAL (S)

I. GENERAL:

A. Prior to ordering equipment, the Contractor shall provide one (1) complete hard copy set of an Operation & Maintenance Manual (s) and three (3) electrical copies that will be flash drives and PDF’s.

B. The manual (s) shall include, as a minimum, the following information:

1. A complete system description which includes a narrative of significant design features, layout, circuiting and block diagram.

2. List of Equipment.

3. Operating Instructions.

4. Maintenance Instructions.

5. Parts List for each component.

6. Shop drawings and product data.

7. Certificates.

8. Photocopies of Warranties.

C. The Operation and Maintenance Manual (s) shall be bound in durable 8 ½ X 11 three D side ring plastic cover binders. Individual binders shall be a maximum of 3 inches thick.

D. Binders shall be identified on the cover with printed title “OPERATION AND

MAINTENANCE INSTRUCTIONS”, title of project, State Of Michigan file number, and contained subject if multiple binders are required.

E. Binders shall have durable permanent internal page dividers, logically organized as described in E. below with tab titles clearly printed under reinforced laminated plastic tabs.

F. A Table of Contents of the Operating & Maintenance Manual (s) shall be provided with each Product or system identified. A “complete” Table of Contents shall be included in each binder if there are multi-volumes. The Table of Contents shall be type written on

30-pound white paper and have three parts as follows:

Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers.

Part 2: Operation and Maintenance instructions arranged by systems and subdivided by specification Section. For each category identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:

a) A complete system description which includes a narrative of significant d e s i g n features, layout, circuiting and block diagrams.

OPERATION AND MAINTENANCE MANUAL 017823 - 2

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

b) List of Equipment.

c) Operating Instructions.

d) Maintenance Instructions.

e) Parts List for each component.

Part 3: Project documents and certificates, including the following:

a) Shop drawings and product data.

b) Certificates.

c) Photocopies of Warranties.

END OF SECTION 017823

GENERAL COMMISSIONING REQUIREMENTS 019113 - 1

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS

PART1 – GENERAL

A. Section includes general requirements that apply to implementation of commissioning without regard to specific systems, assemblies, or components.

1.2 DEFINITIONS

A. BoD: Basis of Design. A document that records concepts, calculations, decisions, and product selections used to meet the OPR and to satisfy applicable regulatory requirements, standards, and guidelines. The document includes both narrative descriptions and lists of individual items that support the design process.

B. Commissioning Plan: A document that outlines the organization, schedule, allocation of resources, and documentation requirements of the commissioning process.

C. CxA: Commissioning Authority.

D. OPR: Owner's Project Requirements. A document that details the functional requirements of a project and the expectations of how it will be used and operated. These include Project goals, measurable performance criteria, cost considerations, benchmarks, success criteria, and supporting information.

E. Systems, Subsystems, Equipment, and Components: Where these terms are used together or separately, they shall mean "as-built" systems, subsystems, equipment, and components.

1.3 COMMISSIONING TEAM

A. Members Appointed by Contractor(s): Individuals, each having the authority to act on behalf of the entity he or she represents, explicitly organized to implement the commissioning process

GENERAL COMMISSIONING REQUIREMENTS 019113 - 2

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades through coordinated action. The commissioning team shall consist of, but not be limited to, representatives of each Contractor, including Project superintendent and subcontractors, installers, suppliers, and specialists deemed appropriate by the CxA.

B. Members Appointed by Owner:

1. CxA: The designated person, company, or entity that plans, schedules, and coordinates the commissioning team to implement the commissioning process. Owner will engage the

CxA under a separate contract.

2. Representatives of the facility user and operation and maintenance personnel.

3. Architect and engineering design professionals.

1.4 OWNER'S RESPONSIBILITIES

A. Provide the OPR documentation to the CxA and each Contractor for information and use.

B. Assign operation and maintenance personnel and schedule them to participate in commissioning team activities.

C. Provide the BoD documentation, prepared by Architect and approved by Owner, to the CxA and each Contractor for use in developing the commissioning plan, systems manual, and operation and maintenance training plan.

1.5 EACH CONTRACTOR'S RESPONSIBILITIES

A. Each Contractor shall assign representatives with expertise and authority to act on its behalf and shall schedule them to participate in and perform commissioning process activities including, but not limited to, the following:

1. Evaluate performance deficiencies identified in test reports and, in collaboration with entity responsible for system and equipment installation, recommend corrective action.

2. Cooperate with the CxA for resolution of issues recorded in the Issues Log.

3. Attend commissioning team meetings held on a variable basis.

4. Integrate and coordinate commissioning process activities with construction schedule.

5. Review and accept construction checklists provided by the CxA.

6. Complete paper construction checklists as Work is completed and provide to the

Commissioning Authority on a weekly basis.

7. Review and accept commissioning process test procedures provided by the

Commissioning Authority.

8. Complete commissioning process test procedures.

GENERAL COMMISSIONING REQUIREMENTS 019113 - 3

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

1.6 CxA'S RESPONSIBILITIES

A. Organize and lead the commissioning team.

B. Provide commissioning plan.

C. Convene commissioning team meetings.

D. Provide Project-specific construction checklists and commissioning process test procedures.

E. Verify the execution of commissioning process activities using random sampling. The sampling rate may vary from 1 to 100 percent. Verification will include, but is not limited to, equipment submittals, construction checklists, training, operating and maintenance data, tests, and test reports to verify compliance with the OPR. When a random sample does not meet the requirement, the CxA will report the failure in the Issues Log.

F. Prepare and maintain the Issues Log.

G. Prepare and maintain completed construction checklist log.

H. Witness systems, assemblies, equipment, and component startup.

I. Compile test data, inspection reports, and certificates; include them in the systems manual and commissioning process report.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 019113

GENERAL COMMISSIONING REQUIREMENTS 019113 - 4

Department of Technology, Management and Budget

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

THIS PAGE IS LEFT BLANK INTENTIONALLY

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

ELECTROMAGNETIC INVESTIGATIONS 023123 - 1

SECTION 023123 – ELECTROMAGNETIC INVESTIGATIONS

A. Work Included: Using Ground Penetrating Radar to survey and locate below-grade elements including but not limited to:

1. Location of utility pipes.

2. Location of cables and conduits.

1. Division 01: Administrative, procedural, and temporary work requirements.

1.2 SUBMITTALS

A. Submittals for Review:

1. GPR Survey plan.

2. CAD file overlay.

3. GPS map.

4. Report accompanying ground markings.

B. Quality Control Submittals: Submit prior to performing survey:

1. GPR Surveyor qualifications.

2. GPR Technician qualifications.

1.3 REFERENCES

A. ASTM International (ASTM):

1. D6432 – Standard Guide for Using the Surface Ground Penetrating Radar Method for

Subsurface Investigation.

1.4 QUALITY ASSURANCE

A. GPR Surveyor Qualifications:

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

ELECTROMAGNETIC INVESTIGATIONS 023123 - 2

1. Minimum of ten years experience in performing ground penetrating radar subsurface investigations.

2. Technicians trained and certified by ground penetrating radar equipment manufacturer.

3. Technicians maintain OSHA safety training certificate.

4. Maintain General Liability Insurance of $1,000,000, Automobile Liability of

$1,000,000 and Umbrella Liability of $6,000,000.

B. Pre-survey conference: Before beginning survey work, meet with Owner, Engineer and

Contractor, and others whose Work requires survey results.

1. Review limits of survey area.

2. Review depth limits for the investigation.

3. Review project Geotechnical Report.

2.1 SERVICE PROVIDERS

A. Contract Documents are based on services by but not limited to:

1. Ground Penetrating Radar, Inc. (www.gp-radar.com).

a. Main Office:

6800 W. Central Ave., E-1

Toledo, OH 43617

419.843.9804

b. Regional Offices:

1) Michigan:

i) Detroit: 734.377.4551, 248.917.1763

ii) Lansing: 517.231.9383

2) Wisconsin:

i) Milwaukee: 414.795.6845

ii) Madison: 608.250.0650

B. Substitutions: Under provisions of General Conditions http://www.gp-radar.com/index.html

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

ELECTROMAGNETIC INVESTIGATIONS 023123 - 3

3.1 GPR SURVEY PLAN

A. Develop a detailed plan for GPR survey. Include:

1. Area of investigation.

2. Depth of investigation.

3. Elements to be located.

4. Operational constraints.

3.2 PREPARATION

A. Review existing topographic surveys, aerial photos, geotechnical reports, and other available information.

B. Review site for cultural sources of noise, including reflections from nearby vehicles, buildings, fences, power lines, lampposts trees and vegetation.

C. Review site for cellular antennas, television and radio transmitters and other possible sources of EM transmissions that may induce noise on the radar record.

D. Review site soil conditions to determine if they are conducive to successful data gathering via the GPR process.

1. If soil conditions are too wet to permit accurate imaging, allow soil to dry before proceeding.

E. Take initial sets of GPR measurements to confirm adequate depth of penetration exists.

F. Unless shielded antennas are being used, assess signal-to-noise ratio to determine the need for antenna shielding.

G. Technician to have two antennas onsite to ensure required ground penetrations can be achieved.

H. Do not proceed with survey work until unacceptable conditions are corrected.

3.3 CALIBRATION AND STANDARDIZATION

A. Follow equipment manufacturer’s recommendations for calibration and standardization of equipment.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

ELECTROMAGNETIC INVESTIGATIONS 023123 - 4

B. Conduct an operational check of the equipment before each project and before each day’s work begins.

3.4 SURVEY

A. Perform survey work in compliance with ASTM D6432 and the equipment manufacturer’s recommendations.

B. Establish radar system control settings and maintain the settings throughout the survey area depending on site conditions. Record any changes to GPR settings and locations where the changes occurred.

C. Lay out survey lines as straight as possible.

D. Place station marks at equal intervals along the survey line using survey flags and tape, measuring wheel, electronic measuring device or GPS device.

E. Locate survey lines relative to a permanent location so the survey grid can be revisited at a later date.

F. Document any changes to the planned field procedures.

G. Document any weather conditions, natural or cultural noise that could impact survey results.

H. Utility location: Use electromagnetic induction equipment to supplement GPR in identification of utilities.

3.5 RECORDING FINDINGS

A. Mark findings on the surface of the site.

1. Provide written report to accompany ground markings.

B. Provide CAD overlay of located sub-surface elements. CAD overlay is in AUTOCAD

Release 13.

C. Provide GPS map on GoogleEarth image.

END OF SECTION 023123

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

HYDRO OR PNEUMATIC VACUUM EXCAVATION 023200 - 1

SECTION 02 3200 – HYDRO OR PNEUMATIC VACUUM EXCAVATION

A. Work Included: Hydro or pneumatic vacuum excavation operations include various types of excavations including “pot-holing” and “slot trenching” for underground utility locating, shafts and pits, and other types of excavations.

1.2 SUBMITTALS

A. Submittals for Review:

1. Hydro plan.

1.3 REFERENCES/ CODES

A. Codes, Regulations and Environmental:

1. Hydro or pneumatic vacuum excavation shall conform to all applicable federal, state, and local codes, regulations, and permit requirements.

2. Vacuum truck tanks, pumps, and other equipment shall conform to all applicable codes which would include the Department of Transportation (DOT) and American Society of Mechanical Engineers (ASME) (for pressure vessels).

3. Transporting spoils must be managed by site environmental coordinators and comply with all federal environmental and DOT regulations.

1.4 QUALITY ASSURANCE

A. Hydro or Pneumatic Vacuum Excavation Qualifications:

1. Minimum of ten years’ experience in performing hydro or pneumatic vacuum excavation.

2. Technicians trained and certified by hydro or pneumatic vacuum excavation radar equipment manufacturer.

3. Technicians maintain OSHA safety training certificate.

4. Maintain General Liability Insurance of $1,000,000, Automobile Liability of

$1,000,000 and Umbrella Liability of $6,000,000.

5. All personnel involved in hydro or pneumatic vacuum excavation shall be at least 18 years of age and be a full-time employee of the company providing the service. They shall satisfactorily complete a training course, provided by Qualified Trainer representing the manufacturer or owner of the equipment, which includes all safety considerations and

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

HYDRO OR PNEUMATIC VACUUM EXCAVATION 023200 - 2

equipment operation before working on site. The training course shall include the items listed in the Training Requirements Section.

6. The contractor shall be able to verify the current qualifications of each member of the excavation crew that will be operating the equipment.

7. An excavation crew shall be composed of at least two persons. The operator shall be in view of another crewmember at all times.

8. Supervisors and Operators shall have at least 500 hours of documented experience in hydro or pneumatic vacuum excavation

9. Supervisors and Operators shall successfully complete a written examination to demonstrate an understanding of this operating procedure.

10. Supervisors and Operators shall meet one of the following re-certification criteria on an annual basis:

a. Provide documentation of 500 hours of active hydro or pneumatic vacuum excavation supervision or operation over the past year.

b. Successfully complete the Training Requirements

B. Before beginning work, meet with Owner, Engineer and Contractor, and others whose Work requires survey results.

1. Review limits of area.

2. Review depth limits for the holes.

3. Review project Geotechnical Report.

4. Review project Electromagnetic Report.

2.1 NOT USED

3.1 HYDRO OR PNEUMATIC VACUUM EXCAVATION PLAN

A. Develop a detailed plan for hydro or pneumatic vacuum excavation include:

1. Area of investigation.

2. Depth of investigation.

3. Elements to be located.

4. Operational constraints.

3.2 PREPARATION

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

HYDRO OR PNEUMATIC VACUUM EXCAVATION 023200 - 3

A. Review existing topographic surveys, aerial photos, geotechnical reports, and other available information.

B. Review site for cultural sources of noise, including reflections from nearby vehicles, buildings, fences, power lines, lampposts trees and vegetation.

C. Review site soil conditions to determine if they are conducive to successful data gathering via the GPR process.

1. If soil conditions are too wet, allow soil to dry before proceeding.

D. Do not proceed with work until unacceptable conditions are corrected.

PART 4 – OPERATING GUIDELINES FOR HYDRO OR PNEUMATIC VACUUM

EXCAVATION EQUIPMENT

A. When setting up the hose, it is best to take the shortest straight line possible from the vacuum source to the loading area. If the distance encompasses more than 50 feet during “dry” product loading, it is best to run the set-up line with “hard pipe” as long as possible using gradual turns where possible. When the loading area is reached, then a lightweight flexible hose can be used as a “work whip”. Refer to owner’s handbook on guidelines for hose set-up.

B. Positioning and maneuvering of the loading hose is a very important task. Proper handling will maximize the performance of the vacuum source. Refer to operator’s handbook on specific hose handling tips.

C. Operators shall follow the guidelines around “loading dusty products and powders” located in the owner’s handbook.

1. Minimum and maximum operating settings for the equipment are as follows:

Water Pressure: 1,500 to 2,500 psig

Water Flow Rate 4 to 10 gpm (hydro excavation rigs) 38 gpm max. (combo rigs)

Vacuum Rate: 2,500 to 4,500 cfm (minimum)

Vacuum Capacity: 14 to 28 inches Hg

D. The operator(s) of the unit are responsible for equipment care while it is being used and following the guidelines for safe operation when:

1. Filling the vacuum pump with service liquid.

2. Engaging the main vacuum pump.

3. To engage the auxiliary vacuum pump and hydraulic system.

4. Operating automatic cyclone clean-out.

5. To disengage main vacuum pump.

6. To open the rear door. Refer to rear control panel description.

7. To close the rear door. Refer to rear control panel description.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

HYDRO OR PNEUMATIC VACUUM EXCAVATION 023200 - 4

E. RECORDS

1. All hydro or pneumatic vacuum excavation equipment supervisor and operator training records shall be maintained in the employee’s training file and be made available upon request. Supervisors and operators shall also have on their person a valid operator's card.

2. Maintenance and inspection records shall be kept on file and made available upon request.

A qualified manufacturer’s representative or an owner's mechanic that is qualified shall perform maintenance on the hydro or pneumatic vacuum excavation equipment (tanks, pumps, valves, etc.).

PART 5 – OPERATIONS AND SAFETY RULES

A. The operation of hydro or pneumatic vacuum excavation equipment shall conform to the following items to ensure a safe and productive work environment:

1. Operator(s) must be thoroughly familiar with and follow the operator’s procedure and operator’s handbook guidelines. Individuals operating the hydro or pneumatic vacuum excavation equipment shall be qualified per this specification and the site’s operating procedure.

2. All tasks shall be reviewed to ensure the proper equipment/attachments for the job are used.

3. All employees other than the individuals using the hydro or pneumatic vacuum excavation equipment will maintain a safe distance from the task being performed.

4. Employees operating motor vehicles shall have a valid operator permit.

5. Employees driving/riding in the cab of the hydro or pneumatic vacuum excavation truck are required to use a restraint system (seatbelts) when the vehicle is traveling.

6. The hydro or pneumatic vacuum excavation equipment must not be used for any purpose other than that for which it was designed. Accessories other than those manufactured for use with the equipment shall not be used without prior approval from the manufacturer and site safety personnel.

7. The wheels of the hydro or pneumatic vacuum excavation equipment shall be choked prior to operating the equipment.

8. The hydro or pneumatic vacuum excavation equipment shall not be operated beyond its specified capabilities as outlined in the operator’s manual without special approval.

a. Steel toe rubber boots, hardhat, hearing protection, ANSI approved safety glasses with rigid side shields, rubber gloves and slicker suit are minimum personal protective equipment to be worn at all times when performing hydro or pneumatic vacuum excavating operations. The operators of the high-pressure water or air nozzle and the vacuum pipe shall wear face shields.

Design and Construction Division

Marquette Branch Prison

Primary Electrical Infrastructure Upgrades

File No: 472/22442.JBB

Funding Code No.: 472MBPMaintProj

HYDRO OR PNEUMATIC VACUUM EXCAVATION 023200 - 5

9. Never leave the hydro or pneumatic vacuum excavation equipment running and unattended.

10. A spotter will be required when the view to the rear of the hydro or pneumatic vacuum excavation equipment is obstructed or when positioning/repositioning equipment in highly congested areas.

11. Drivers of the hydro or pneumatic vacuum excavation equipment shall follow all applicable aspects of any site excavation specifications, guidelines, and procedures around safe vehicle usage.

12. Keep the suction line away from your body and especially your face.

13. Use caution when making any adjustments on the unit while it is running or operating. Stop the engine and then make adjustments.

14. Keep hands away from moving parts.

15. Complete a specific job safety analysis sheet identifying all hazards associated with task.

16. When working close to the edge of an excavation and a potential fall hazard exists a plan shall be in place and addressed on appropriate site forms.

17. Ensure all the following permits are in place prior to beginning the job:

a. Work permit

b. Excavation permit

c. Confined Space Entry Permit if required

18. A danger/do not operate tag shall be placed on the hydro or pneumatic vacuum excavation equipment, if it is deemed unsafe to operate, until repairs can be made.

19. Prior to operating the unit, the operator(s) shall check all items listed in the Operator Daily Checklist.

20. At the conclusion of the work shift, the operator shall check all items listed in the Operator Post Job Checklist.

21. Operator shall secure all connections starting at the source and follow through to the loading site.

22. Do not exceed the recommended RPM found in the owner’s handbook.

23. When changing from “vacuum mode” to “pressure mode” vent tank to “0” Hg first, if required by manufacturer.

END OF SECTION 023200

Section 02 82 00

ASBESTOS ABATEMENT AND DISPOSAL

PART 1. GENERAL

1.01 Summary

This Section includes removal and disposal of asbestos-containing materials (ACM) by structures methods as applicable.

1. Although no ACM was discovered during the Hazardous Materials Assessment, much of the electrical wiring and internal electrical components could not be sampled due to the system being energized. Therefore, unsampled electrical wiring and electrical components are presumed ACM (PACM) until proven otherwise.

2. When dealing with non-friable Class II PACM materials like electrical equipment, or if they are sampled and determined to be Class II ACM, regulations regarding training, air monitoring, employee PPE, removal methods, and waste disposal apply.

1.02 References

A. Asbestos containing material must be managed in accordance with provisions stipulated in Michigan LEO, Part 602 – Asbestos Standards for Construction, and United States Occupations Safety and Health Organization (US OSHA) Safety and Health Regulations for Construction, Part 29 Code of Federal Regulations 1926.1101.

B. See Hazardous Materials Assessment report.

1.03 Submittals

1. Receipts (trip tickets) from approved landfill, if required

2. Asbestos Waste Shipment Record, if required

PART 2. PRODUCTS

PART 3. EXECUTION

3.01 Removal of Non-Friable Asbestos-Containing Materials

A. Removal of Non-Friable Materials, General: For each type of non-friable ACM indicated, comply with the following requirements:

1. Engineering controls and work practices for Class II asbestos work involving the removal of nonfriable ACM shall conform with OSHA 29 CFR 1926.1101(g)(7) and (8) and all other applicable requirements for Class II asbestos work.

2. Critical barriers, other barrier or isolation methods, impermeable drop cloths, and

State of Michigan Matrix Consulting Engineers, Inc.

Department of Technology, Management and Budget Design and Construction Division Marquette Branch Prison Primary Electrical Infrastructure Upgrades intact removal are required in each work area. Remove and dispose of all Class II ACM without damaging or otherwise rendering the ACM friable.

3. No visible emissions are permitted. If the material does not remain substantially intact, comply with the requirements for friable asbestos removal.

4. The use of a negatively-pressurized containment is not required for the removal of nonfriable ACMs (Class II Asbestos Work) provided the ACMs are not rendered friable during removal.

5. Do not conduct asbestos removal unless the CONSULTANT/OWNER is present at the site or has provided approval to proceed in their absence.

6. Labeling Containerized Waste: Comply with the requirements for containerizing asbestos waste as spelt out in OSHA 29 CFR 1926.

C. Other Non-Friable ACM: Remove non-friable ACM using the following technique:

1. Cutting, abrading, or breaking material is not permitted.

2. Wet material with amended water prior to and during removal.

3. Carefully disassemble material in such a manner as to prevent breakage. ACM must stay in intact state unless CONTRACTOR demonstrates that intact removal is not possible.

4. Wrap and seal material…