City of Sunnyvale Invitation for Bids # F0904-90 SECTION...

City of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS-23

SECTION 01560 -TEMPORARY CONTROLS

1.0 TEMPORARY FACILITIES

Construction hoists, elevators, scaffolds, stages, shoring, and similar temporary facilitiesshall be of ample size and capacity to adequately support and move the loads to which theywill be subjected. Railings, enclosures, safety devices, and controls required by law or foradequate protection of life and property shall be provided.

2.0 STAGING AND FALSEWORK

Temporary supports shall be designed by a registered professional engineer with anadequate safety factor to assure adequate seismic and load bearing capability. If requestedby the Construction Manager, the Contractor shall submit design calculations for stagingand shoring prior to application of loads.

Excavation support shall be in accordance with Supplemental General Provisions, Safety.

3.0 PROTECTION OF WORK, PROPERTY AND PERSONS

The Contractor shall be responsible for the care of all work until its completion and finalacceptance; and the Contractor shall, at its own expense, replace damaged or lost materialand repair damaged parts of the Work, or the same may be done by the City, and theContractor and its sureties shall be liable therefor. The Contractor shall make its ownprovisions for properly storing and protecting all material and equipment against theft, injury,or damage from any and all causes. Damaged material and equipment shall not be used inthe Work. The Contractor shall take all risks from floods and casualties, or for delays fromsuch causes. The Contractor may, however, be allowed a reasonable extension of time onaccount of such delays, subject to the conditions hereinbefore specified. The Contractorshall remove from the vicinity of the completed work all plant, buildings, rubbish, unusedmaterial, concrete forms, sheeting or equipment belonging to the Contractor or used underits discretion during construction; and in the event of the Contractors failure to do so, thesame may be removed by the City at the expense of the Contractor, and the Contractor andits sureties shall be liable therefor.

The Contractor will be held responsible for and be required to make restitution, at its ownexpense, for all damage to persons or property caused by the Contractor or subcontractor,or the agents, or employees of either during the progress of the Work and until its finalacceptance.

4.0 FENCES

4.1 Existing Fences

Existing fences enclose the existing facilities. While it may be necessary for the Contractorto remove some of the existing fences for installation of the proposed improvements, theContractors operations shall not reduce the present protection and security. If the presentfences are removed, an equivalent temporary continuous perimeter protection shall be

Temporary Controls 01560

ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical Specifications UProject No. UY-08/02-09 Page TS-24

provided and new fence which matches the existing fence shall be installed to replace theexisting fence prior to the completion of the work.

5.0 TEMPORARY ENCLOSURES

When sandblasting, spray painting, spraying of insulation, or other activitiesinconveniencing or dangerous to property or the health of employees or the public are inprogress, the area of activity shall be enclosed adequately to contain the dust, over-spray,or other hazard. In the event there are no permanent enclosures of the area, or suchenclosures are incomplete or inadequate, the Contractor shall provide suitable temporaryenclosures. AFTs shall be fully covered and ventilated per OSHA requirements at all timesduring metallic surface preparation, coating, and drying interval following coating.Reference specific requirements in Section 09900.

6.0 ABOVE GRADE PROTECTION

On multi-level structures the Contractor shall provide safety protection that, as a minimum,shall meet the requirements of Title 8, California Code of Regulations.

7.0 WORKING HOURS

See Supplemental General Provisions.

Any work in Section 01010, SUMMARY OF WORK, specifically required to be performedoutside the normal working hours is excluded from the provisions of this paragraph.

8.0 DUST CONTROL

See Supplemental General Provisions.

Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor.

9.0 FIRE EXTINGUISHER

Sufficient number of fire extinguishers of the type and capacity required to protect the Work Iand ancillary facilities, shall be provided and maintained by the Contractor in readilyaccessible locations.

10.0 USE OF EXPLOSIVES

Explosives will not be permitted unless determined that no other means are practical forrock excavation as determined by the Contractor, Owner, and Engineer. For use of Iexplosives, Contractor shall submit a blasting plan defining the type and quantity ofexplosives for review by the Engineer.

I"Temporary Controls 01560 I

I


11.0 REMOVED MATERIALS

All concrete, paving, reinforcing steel, fencing materials, rock, soil, strips, and other wastematerial and construction debris shall be removed from the site by the Contractor anddisposed of in accordance with applicable regulations and laws.

12.0 CONSTRUCTION CLEANING

Throughout the period of construction the Contractor shall keep the Work site; includingwork, storage, parking, and employee areas; free and clean of all rubbish and debris, andshall promptly remove from the site, or from property adjacent to the site of the Work, allunused and rejected materials, surplus earth, concrete, plaster, and debris. In particulartheContractor shall keep the site clean to maintain safe access and to avoid fire hazard.

13.0 NOISE ABATEMENT

Operations at the Worksite shall be performed so as to minimize unnecessary noise.Special measures shall be taken to suppress noise during night hours. Noise levels due toconstruction activity shall not exceed as specified by local ordinance.

Internal combustion engines used on the Work shall be equipped with a muffler of a typerecommended by the manufacturer. No internal combustion engine shall be operatedwithout said muffler.

14.0 DRAINAGE CONTROL

In excavation, fill, and grading operations care shall be taken to disturb the pre-existingdrainage pattern as little as possible. Particular care shall be taken not to direct drainagewater onto private property or into streets or drainage ways inadequate for the increaseflow. Drainage means shall be provided to protect the Work.

The Contractor shall provide additional drainage control as presented in environmental

mitigation measures in Section - 01010.

15.0 EROSION CONTROL

15.1 All excavated areas shall be provided with temporary erosion control measures.

15.2 Temporary erosion control shall be required for all areas where natural groundcover is disturbed, all temporary excavation stockpiles, including structures andtrench excavations.

15.3 Erosion control shall be by means of filter fabric fences or hay bales placed tocompletely circumvent the downslope side of any excavated stockpile.

15.4 Protected areas shall be regularly inspected and maintained by the Contractorduring the course of the work.

15.5 All excavations, spills, and waste materials shall not be placed in areas subject towashout, flooding or natural drainage.


ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS-26

15.6 See Supplemental General Provisions, storm drain discharge prohibitions, for Iadditional requirements.

16.0 WARNING DEVICES AND BARRICADES

The Contractor shall adequately identify and guard all hazardous areas and conditions byvisual warning devices and, where necessary, physical barriers. Such devices shall, as aminimum, conform to the requirements of Cal/OSHA.

17.0 TRAFFIC REGULATIONS

17.1 General

The Contractor shall take all necessary steps to minimize inconvenience to the generalpublic throughout all work under this Contract. No driveways or private roads shall beblocked without notifying the property owner and access must be restored during all non-working hours. Safe access must be maintained for pedestrian traffic throughout the workarea at all times.

At least one lane of traffic in each direction must be kept open at all times unless priorapproval is provided by the City and the Public Agency, which has authority for the right-of-way. No roads shall be blocked or made inaccessible, due to the Contractor's work, without

prior written approval of the City and the affected agencies. More stringent requirementsmay be imposed in the right-of-way permits.

The Contractor shall not block or obstruct fire lanes at any time.

The Contractor shall adopt all practical means to minimize interference to traffic andinconvenience, discomfort, or damage. The Contractor shall protect against damage, anypiling, duct or structures crossing trenching or encountered in the work and shall beresponsible for any damage done to such structures or damage therefrom. The Contractorshall support or replace any such structures without delay and without any additionalcompensation, to the entire satisfaction of the Construction Manager. All obstructions totraffic shall be guarded by tiagmen as required and by barriers and illuminated at night. TheContractor shall be responsible for all damage to persons and property directly or indirectlycaused by its operations, and under all circumstances the Contractor shall comply with theregulations of the City or County, and the laws and regulations of the State of California,relative to safety of persons and property and the interruption of traffic and the convenienceof the public within the respective jurisdiction, and the Contractor shall be solely responsiblefor any damages caused by failure to provide proper safety.

17.2 Haul Routes

In addition to any haul routes designated in the Contract Documents, at the preconstructionconference the Contractor shall furnish evidence that the Public Agency which has authorityfor the right-of-ways proposed to be utilized by the Contractor for haul routes has approvedthe proposed route(s) for all construction traffic on the Project. Upon approval, theContractor shall strictly adhere to that route(s) only, unless written permission is obtainedfrom such Public Agency to change the route(s).



17.3 Traffic Control

Traffic control shall be in accordance with the California Department of TransportationTraffic Manual. The Contractor shall submit for approval, by the City and any otherapplicable agency, its traffic control plans prior to work on public streets.

Traffic control shall include signs, warning lights, reflectors, barriers, and other necessarysafety devices and measures, including sufficient flaggers to direct vehicular traffic throughthe construction areas.

No material or equipment shall be stored/parked where it will interfere with the free and safepassage of public traffic, and at the end of each day's work, and at other times whenconstruction operations are suspended for any reason, the Contractor shall remove allequipment and other obstructions from the public right-of-way. Contractor parking andstorage areas shall be clearly delineated by the City during the pre-construction conference.

Should the Contractor appear to be negligent in furnishing warning and protective measures,as above provided, the Construction Manager or representative permitting agency may directattention to the existence of a hazard, and the necessary warning and protective measuresshall be furnished and installed by the Contractor at its expense.

18.0 ROADS AND FENCES

Roads subject to interference by the prosecution of the work covered by this Contractshall be kept open, and fences subject to interference shall be maintained by theContractor during the Work and shall be replaced to their original condition unlessspecifically shown otherwise on the Drawings. Such signs and barricades as are requiredby local laws and as necessary for the safe prosecution of the Work shall be provided.

Excavated dirt shall not be stored on roads, paths, or planted areas. Care shall be takento protect improvements.

19.0 PARKING AND STAGING AREAS

Contractor parking and staging within the Project area shall only be allowed within the areas,if any, designated for such use by the City. These areas are shown on the Project Drawings.If additional area is need, Contractor shall be responsible for making such arrangements.

No parking, waiting, queuing, or similar actions, of Contractor vehicles, including personalvehicles, delivery vehicles, supplier vehicles, or contractor owned vehicles is allowed onpublic streets within two miles of the treatment plant entrance gate. In the event of violations,at the Construction Manger's request, the Contractor will ban the violator from work on thisproject for not less than 60 days.



20.0 TREES AND SHRUBS

Except as noted on the plans, the Contractor shall not remove trees or shrubs withoutauthorization of the Construction Manager. Injuries to tree roots and limbs shall be avoided.No roots shall be cut or limbs pruned, without prior notification to and review of Contractorsproposed methods by the Construction Manager.

21.0 OFFICE OF CONTRACTOR AT SITE 3During the performance of this Contract, the Contractor shall maintain a suitable office atthe site of the Work which shall be the headquarters of a representative authorized toreceive drawings, instructions, or other communications or articles from the ConstructionManager or the City; and any such thing tendered to the said representative or deliveredat the Contractor's office at the site of the Work in the representative's absence shall bedeemed to have been received by the Contractor. At a minimum, a suitable office will be 3situated inside a trailer procured by the Contractor. Use of City-owned buildings orsanitary facilities for the purposes of a Contractor office shall be prohibited unlessapproved by the City. Contractor shall provide portable restrooms. Contractor will not beallowed to use plant's equipment/facilities during the construction.

22.0 CONTRACTOR'S WORK AND STORAGE AREA 3The Contractor shall make its own arrangements for staging, storage and shop areasnecessary for the proper execution of the work.

The Contractor's construction equipment, vehicles, and materials shall not remain in public Istreets during non-working hours. It shall be the responsibility of the Contractor to transportand store such items at the Contractor's own facility or within construction easements on

nonpublic areas at the end of each workday.

END OF SECTION 3IiIIi

1r- Temporary Controls 01560 I

I


SECTION 01600 - SALVAGE, STORAGE, AND DISPOSAL

* 1.0 SALVAGING AND STORAGE OF EQUIPMENT AND MATERIALS

Existing equipment, piping, materials, fittings and appurtenances, which are not stipulated by theContract Documents to be reincorporated in the Work, shall be removed and properly disposed bythe Contractor from the site, except where the Contract Documents stipulate that select items shallbe salvaged to the Owner.

2.0 HAZARDOUS MATERIALS

All hazardous materials shall be stored and handled in strict accordance with the Material SafetyData Sheets for the products. Material Safety Data Sheets shall be submitted to the ConstructionManager prior to the delivery of materials to the project. The storage and handling of potentialpollution causing and hazardous materials, including but not necessarily limited to, gasoline, oil andpaint shall be in accordance with all local, state and federal requirements.

3.0 DISPOSAL OF EXCAVATED MATERIAL

The Contractor shall be responsible for making its own arrangements for disposal of all excavatedmaterial or other materials at a legal disposal site, unless onsite materials have been designated inthe Contract Documents for placement or disposal at locations owned by the City. Disposal ofcontaminated soil or contaminated groundwater which is encountered in the Workwill be consideredextra work unless such contaminated soil or groundwater is designated as such in the ContractDocuments.

END OF SECTION

Salvage, Storage, and Disposal 01600


I

i

THIS PAGE INTENTIONALLY LEFT BLANK

ii

i

i

i

Salvage, Storage, and Disposal 016003

I


SECTION 01612 - SEISMIC DESIGN REQUIREMENTS

PART 1 GENERAL

1.1 THE REQUIREMENT

A. All products to be furnished under this contract shall be designed, constructed, andinstalled in conformance with the seismic requirements contained within the 2007California Building Code (CBC), Seismic Soil Profile Type "D", and the following seismicdesign parameters:

1. Design Spectral Response Acceleration for Short Period (SOS) = 1.00g

2. Design Spectral Response Acceleration for 1-second Period (Soi) = 0.60g

3. Occupancy Category III

4. Seismic Design Category C

5. IE = 1.25 for entire structure

6. Ip = 1.5 for elements of structures and equipment

1.2 RELATED WORK

A. Section 01300, Submittals

B. Section 01614, Wind Design Requirements

C. Section 05500, Miscellaneous Metals

1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. California Building Standards Commission (CBSC)

I. California Building Code

B. American Society of Civil Engineers (ASCE)

1. ASCE/SEI 7, Minimum Design Loads for Buildings and Other Structures

C. American Concrete Institute (ACi)

1. ACI 318, Building Code Requirements for Structural Concrete

D. International Code Council Evaluation Services (ICC-ES)

1. Manufacturer Evaluation Reports, as appropriate.

E. Network Equipment Building System (NEBS)

Seismic Design Requirements 01612

ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical Specifications IProject No. UY-08/02-09 Page TS-32

1. Bellcore TR-NWT-000063

F. Where reference is made to one of the above standards, the revision in effect at the timeof bid opening shall apply. 3

1.4 SUBMITTALS

A. Submit calculations and/or shop drawings, in accordance with Division 1, and shall include Ithe following information.

B. Design Data:

1. Equipment Qualification - CONTRACTOR shall submit for review and approval (ifrequired). Structural seismic qualification of the equipment to demonstrate that it iscapable of withstanding forces as specified. I

2. Anchorage System - CONTRACTOR shall submit for review and approval.Structural calculations, of the proposed anchorage system, certified by aProfessional Civil or Structural Engineer licensed within the State of California.

C. Certification: 31. Certification from equipment manufacturer stating that equipment is either "Pre-

qualified Structurally and Functionally Rugged" or "Pre-qualified StructurallyRugged," as applicable.

1.5 EQUIPMENT CLASSIFICATION

A. Class I - Pre-qualified Structurally and Functionally Rugged:

1. Equipment defined as Class I is expected to remain operable, or be capable ofimmediate restoration to service following the Design Earthquake (DE).

2. Class I equipment, which is not pre-qualified as structurally and functionally ruggedshall be subject to functional seismic qualification. Functional seismic qualificationshall consist of prototype shake table testing in accordance with the requirements ofTR-NW'i-000063.

3. Ground motion time histories used, as the basis of shake table qualification testingshall produce a response spectrum, which envelops the site-specific responsespectrum for the project.

B. Class II - Pre-qualified Structurally Rugged: i1. Equipment designated as Class II need not remain functional through a Design

Earthquake or even be capable of immediate restoration to service. Nevertheless, Isuch equipment shall be able to resist damage adequately to permit repair andreturn to service within a short period of time, following the DE.

2. Class II equipment which is not pre-qualified as "structurally and functionally rugged" Ior as "structurally rugged" shall be subject to structural seismic qualification.

Seismic Design Requirements 01612 1I


Structural seismic qualification shall consist of submittal of specific structuralengineering analysis of the design and interconnection of all parts and portions ofthe equipment to demonstrate that it is capable of withstanding forces as specified.Calculations shall be sealed by a Civil or Structural Engineer licensed within theState of California.

1.6 FIXTURE AND EQUIPMENT ANCHORAGE

A. Anchorage and other supports for all important equipment shall be designed to resistseismic forces occurring at each of the three principal directions separately as well assimultaneously. When combining seismic forces in the orthogonal directionssimultaneously, the combination of 100-percent Fhl, plus 30-percent Fh2, plus 30-percentof F, shall be used. Where inclusion of vertical loads results in a less conservative design,vertical effects shall be neglected. Alternatively, the orthogonal effects may be combinedon a square-root-of-the-sum-of-the-squares (SRSS) basis, using 100-percent of the forcesin three directions.

B. Structural design of equipment anchorage will be submitted for pre-qualified structurallyrugged equipment. Calculations shall be sealed by a Civil or Structural Engineer licensedwithin the State of California.

C. Equipment, which is not pre-qualified as structurally rugged, will be subject to structuralseismic qualification. Structural seismic qualification will consist of submittal of specificstructural engineering analysis of the design and interconnection of all parts, portions andanchorage of the equipment to demonstrate that it is capable of withstanding forcesresulting from the Design Earthquake. Calculations shall be sealed by a Civil or StructuralEngineer licensed within the State of California.

D. Architectural elements (racks, shelving, cladding, windows, doors, non-engineeredpartition walls, parapets, ornamentation, gutters and downspouts, etc.) mechanical andelectrical components, equipment housings and their attachments, supporting structures,and anchorage:

1. Shall be designed and constructed to resist the seismic forces in accordance withChapter 16 of the CBC. This force shall be considered acting at the center of gravityof the piece under consideration. No equipment shall be anchored to verticalstructural elements without written approval of the ENGINEER.

2. Component Amplification Factor (ap) equal to 2.5 for nonbuilding structures withflexible dynamic characteristics or ap = 1.0 for nonbuilding structures with rigiddynamic characteristics.

3. Equipment shall be designed for a vertical seismic component equivalent to 2/3 thehorizontal seismic component.

4. Vibration isolated equipment shall be provided with snubbers capable of retainingthe equipment in its designated location without any material failure or deformationof the snubbers when exposed to a vertical or horizontal force at the contact surfaceequal to 100 percent of the operating weight of the equipment. Air gaps betweenretainer and equipment shall not exceed %-inch.



5. Piping with flexible connection and/or expansion joints shall be anchored such that 3the intended uses of these joints are maintained in the piping system.

6. Calculations and shop drawings shall be submitted for all anchorage details. Allcalculations shall be made and signed by a Professional Civil or Structural Engineer Ilicensed in the State of California.

E. Expansion and adhesive anchors will have an associated research report issued by TheInternational Code Council Evaluation Service, Inc. (ICC-ES). Design values andinstallation requirements for anchors will be as presented in the appropriate ICC-ES ESRand/or Legacy report(s). Edge distance, bolt spacing, inspection requirements andoperating temperatures will be considered when determining the appropriate allowable idesign values.

PART 2 PRODUCTS (NOT USED) 5PART 3 EXECUTION

3.1 GENERAL 3A. All equipment designed to be fixed in position shall be securely fastened in place in

conformance with the CBC, ASCE 7, or as specified herein the Contract Specifications fora specific piece of equipment under Division 2 through 16. For other equipment, theequipment manufacturer shall provide recommended anchorage information to theCONTRACTOR for use in the installation of the equipment.

B. See also Section 01614 for Wind Design Requirements.

3.2 STRUCTURAL INTEGRITY AND ANCHORAGE UA. It shall be the responsibility of the equipment CONTRACTOR to provide the engineering

anchorage calculations and figures for submission to the ENGINEER. As a minimum, theCONTRACTOR shall determine the number, dimensions, material, location, embedmentand installation conditions of all anchor bolts to be set in concrete in accordance withContract Specifications and Drawings. At the option of the CONTRACTOR, theCONTRACTOR or equipment manufacturer/supplier shall furnish the anchor bolts andassociated hardware as specified herein and as determined by the engineering anchoragecalculations for installation by the CONTRACTOR.

B. Engineering anchorage calculations and figures shall be prepared, stamped and signed bya Professional Civil or Structural Engineer licensed in the State of California. Calculationsshall include the following steps as a minimum:

1. Determination of the operating equipment weight and centroid of the equipment.

2. Determination of the shear and overturning forces at each anchorage due to the 3force determined, as specified below, being applied at the equipment's centroid.

3. Determination of the shear and tension forces that must be developed by theanchorage at each support to resist the forces calculated.

Seismic Design Requirements 01612 iI


4. Selection of the anchorage details based upon the maximum shear and tensionforces calculated above. As a minimum, details shall include number of bolts,materials, diameter, total length, embedded length, required edge distance and boltdimensions. Anchors shall be designed to be governed by steel strength, ductileyielding. As an alternative to ductile yielding, it shall be permitted to take the designstrength of the anchor as 0.4 times the design strength calculated.

C. For all equipment weighing 400 pounds or more, the minimum anchor bolt size shall be5/8-inch diameter, with 5-inch minimum embedment. The minimum anchor bolt size for allother equipment shall be 3/8-inch diameter, with 4-inch minimum embedment. All anchorbolts securing equipment to be grouted shall be furnished with leveling nuts, the faces ofwhich shall be tightened against the flat surfaces to not less than 10 percent of the boltssafe tensile stress.

D. No equipment shall be anchored to vertical structural elements without the writtenapproval of the ENGINEER, with the exception of pipe hangers/supports or anchorage asspecified.

3.3 SEISMIC REQUIREMENTS

A. The seismic qualification for the above equipment shall be demonstrated by structuralcalculation(s) or engineering shake table test(s).

3.4 PROOF OF COMPLIANCE

A. As required by other sections of these Specifications, CONTRACTOR shall submit forreview and acceptance, test data or structural calculations certified by a Professional Civilor Structural Engineer, licensed in the State of California, to show compliance with theabove requirements.

B. Test data for similar equipment may be used subject to the approval of the ENGINEER.

C. In addition to the above requirements, where equipment with complex componentstructural systems, (i.e. systems involving components with multiple degrees of freedomand higher order modes of vibration), contains low weight components (e.g. circuit boards,relays, or solenoids), an additional empirical evaluation for such low weight componentsshall be certified in writing by a Professional Civil or Structural Engineer, licensed in theState of California, to satisfy the requirements set forth above. At a minimum, suchcertification shall be based on an empirical evaluation of direct observation of suchequipment as part of the factory or shop witness testing including physical "hand" shakeand pull tests, and general calculations (if required to verify capacity overload) necessaryto satisfy the ENGINEER of compliance with the above requirements. Certification shallbe in the form of a letter from the licensed engineer incorporating the nature of theobservations and/or calculations performed including the licensed engineer's seal andsignature

END OF SECTION



II

I

III

THIS PAGE INTENTIONALLY LEFT BLANK I

I

I


SECTION 01614- WIND DESIGN REQUIREMENTS

PART 1 GENERAL

1.1 THE REQUIREMENT

A. All products to be furnished under this contract shall be designed, constructed, andinstalled in conformance with the wind design requirements contained within the 2007California Building Code (CBC), and the following design parameters:

1. Occupancy Category, Ill

2. Fastest Mile Wind Speed (3 Second Gust) 100 miles per hour

3. Wind Exposure Category "C"

4. Importance Factor, Iw = 1.15

1.2 RELATED WORK

A. Section 01300, Submittals

B. Section 01612, Seismic Design Requirements.

C. Section 05500, Miscellaneous Metals.

1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. California Building Standards Commission (CBSC)

1. California Building Code

B. American Society of Civil Engineers (ASCE)

1. ASCE/SEI 7, Minimum Design Loads for Buildings and Other Structures

C. American Concrete Institute (ACI)

1. ACI 318, Building Code Requirements for Structural Concrete

D. International Code Council Evaluation Services (ICC-ES)

1. Manufacturer Evaluation Reports, as appropriate.

E. Where reference is made to one of the above standards, the revision in effect at the timeof bid opening shall apply.

Wind Design Requirements 01614

ICity of Sunnyvale Invitation for Bids f F0904-90Air Flotation Tank Improvements Project Technical Specifications mProject No. UY-08/02-09 Page TS-38

1.4 SUBMITTALS

A. Submit calculations and/or shop drawings, in accordance with Division 1, and shall include

the following information: 31. Design Data:

a. Anchorage System - CONTRACTOR shall submit for review and approval.Structural calculations, of the proposed anchorage system, certified by aProfessional Civil or Structural Engineer licensed within the State of California.

1.5 FIXTURE AND EQUIPMENT ANCHORAGE IA. Anchorage and other supports for all important equipment shall be designed to resist wind

forces occurring along each of the three principal directions.

B. Expansion and adhesive anchors will have an associated research report issued by TheInternational Code Council Evaluation Service, Inc. (ICC-ES). Design values andinstallation requirements for anchors will be as presented in the appropriate ICC-ES ESRand/or Legacy report(s). Edge distance, bolt spacing, inspection requirements andoperating temperatures will be considered when determining the appropriate allowabledesign values.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

A. All equipment designed to be fixed in position shall be securely fastened in place inconformance with the CBC, ASCE 7, or as specified herein the Contract Specifications fora specific piece of equipment under Division 2 through 16. For other equipment, theequipment manufacturer shall provide recommended anchorage information to theCONTRACTOR for use in the installation of the equipment.

B. See also Section 01612 for Seismic Design Requirements. I3.2 STRUCTURAL INTEGRITY AND ANCHORAGE

A. It shall be the responsibility of the CONTRACTOR to provide the engineering anchoragecalculations and figures for submission to the ENGINEER. As a minimum, theCONTRACTOR shall determine the number, dimensions, material, location, embedmentand installation conditions of all anchor bolts to be set in concrete in accordance withContract Specifications and Drawings. At the option of the CONTRACTOR, theCONTRACTOR or equipment manufacturer/supplier shall furnish the anchor bolts andassociated hardware as specified herein and as determined by themanufacturer/supplier's engineering anchorage calculations for installation by theCONTRACTOR.

i

Wind Design Requirements 01614 I]I


B. Engineering anchorage calculations and figures shall be prepared, stamped and signed bya Professional Civil or Structural Engineer licensed in the State of California. Calculationsshall include the following steps as a minimum:

1. Determination of the shear and overturning forces at each anchorage due to theforce determined, as specified below, being applied.

2. Determination of the shear and tension forces that must be developed by theanchorage at each support to resist the forces calculated.

3. Selection of the anchorage details based upon the maximum shear and tensionforces calculated above. As a minimum, details shall include number of bolts,materials, diameter, total length, embedded length, required edge distance and boltdimensions. The embedded length of bolts shall be suitable to develop the ultimatetensile capacity of the anchorage for ductile yielding. As an alternative to ductileyielding, it shall be permitted to take the design strength of the anchor as 0.4 timesthe design strength calculated.

C. No equipment shall be anchored to vertical structural elements without the writtenapproval of the ENGINEER, with the exception of pipe hangers/supports or anchorage asspecified.

END OF SECTION

VWnd Design Requirements 01614

III


IU

n

n


I

Win Dsin Rqureent 06I


SECTION 01660 -TESTING AND TRAINING

1.0 TESTING

1.1 CONTRACT DOCUMENTS

A. The testing on the Project shall encompass at a minimum the following andshall be performed in the following sequence:

a. Factory Performance Testing: As specified in Section 01660-1.3 andindividual equipment sections in Divisions 13 and 15-

B. Installation Testing: As specified in Section 01660-1.4 and

a. Electrical (Division 16)b. Mechanical Pre-Operational Tests (Divisions 13 and 15)

C. Functional and Equipment Testing (4-Hour Test): As specified in Section01660-1.5

D. Operational Testing (5-Day Test): As specified in Section 01660-1.6

E. Performance Testing: As specified in Section 01660-1.7

F. The Contractor shall appoint a qualified person as Testing Coordinator tomanage, coordinate, and supervise the Contractor's testing program. TheTesting Coordinator shall have at least five (5) years of total experience, orexperience on at least five separate projects, in managing the testing andstartup of mechanical, electrical, instrumentation, HVAC and pipingsystems for a wastewater or water treatment plant.

G. Complete testing, training, and start-up, along with full and completedocumentation of these activities, within the Contract Times.

H. Testing, training, and startup shall be integrated across equipment andsystems. The Contractor shall coordinate and integrate the documentationand efforts of manufacturers and subcontractors to achieve unified testsand test plans.

1. Allow realistic duration in the Progress Schedule for testing, training, start-up, and documentation activities.

J. The Contractor shall be responsible for system setup and installation ofbypasses, bulkheads, temporary piping or other controls as necessary toallow the testing to be performed. Furnish labor, power, tools, equipment,instruments, and services required for and incidental to completing testing.

K. Provide competent, experienced technical representatives of equipmentmanufacturers for assembly, installation and testing guidance, and operatortraining.

Testing and Training 01660


1.2 SUBMITTALS - START-UP PLAN

A. Submit start-up plan for each piece of equipment and each system not less Ithan 30 days prior to planned initial start-up of equipment or system.

B. Include overall testing, training, and start-up activities on the project 3progress schedule specified in Supplemental General Provisions. Testing,training, and start-up shall be detailed in a sub-network of the overallproject progress schedule with the following activities identified: 31. Manufacturer's services.

2. Installation certifications.

3. Operator training.

4. Submission of Operation and Maintenance Manual.

5. Electrical testing.

6. Instrumentation and controls testing.

7. Installation Testing.

8. Functional testing.

9. Operational testing. I10. Performance Testing.

C. Provide testing plan with test logs for each type of equipment and eachsystem. Include testing of alarms, control circuits, capacities, speeds, flows,pressures, vibrations, sound levels, and other parameters.

D. Contractor shall prepare functional testing plans and procedures for allproject equipment and systems and for all modes of operation. Functionaltesting procedures shall be in the cause and effect format. The person Iconducting the operating test shall initiate an action (cause) and, upon thesystems or subsystems producing the required result (effect), the specifictest requirement will have been satisfied. A sample form illustrating thisconcept and which shows the level of detail required in the Contractor-developed functional testing form is appended to the end of this Section.Only computer-generated functional testing forms shall be submitted;handwritten forms are unacceptable.

E. Submittal requirements for mechanical equipment testing are specified inDivisions 13 and 15.

F. Submittal requirements for electrical testing are specified in Division 16.

G. Provide summary of shutdown requirements for existing systems which are 3necessary to complete start-up of new equipment and systems..

Testing and Training 01660 II


H. Revise and update start-up plan based upon review comments, actualprogress, or to accommodate changes in the sequence of activities.

I. Contractor is responsible for regulatory non-compliance and local areacomplaints for noise, odors, and other nuisance conditions resulting fromstart-up plan actions and activities.

J. The Functional and Operational Testing Plans required for Sections 01660-1.5 and 1.6 shall list the personnel who will be present to assist with andwitness the tests. This list shall include the Testing Coordinator, anyContractor personnel, the Instrumentation and Control Systems InstallationSupervisor, subcontractors, manufacturers representatives, City staff,Construction Manager, Design Consultant, and any other requiredpersonnel.

K. The Startup Team shall jointly develop the startup plans for the Functional,Operational, and Performance Testing specified in Sections 01660-1.5, 1.6and 1.7 at least 30 days before testing is scheduled at each area. TheConstruction Manager will provide the individual to act as facilitator for theStartup Team. The Contractor shall have responsibility for development ofthe plan. The City will provide and designate other members of the StartupTeam from the Design Consultant and Operations Staff. The Contractor'sTesting Coordinator and the Instrumentation and Control SystemsInstallation Supervisor shall each be members of this Startup Team andshall each be dedicated a minimum of 20 hours to working directly with theStartup Team in the development of these startup plans.

1.3 FACTORY PERFORMANCE TESTING

A. Test equipment for proper performance at point of manufacture or assemblywhen specified.

B. When source quality control testing is specified:

1. Demonstrate equipment meets specified performance requirements.

2. Provide certified copies of test results.

3. Do not ship equipment until certified copies have received writtenacceptance from Construction Manager. Written acceptance does notconstitute final acceptance.

4. Perform testing as specified in the equipment specification sections.

C. Contractor shall provide a minimum of 45 days written notice to theConstruction Manager prior to conducting the witness performance testing.


UCity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS-44

1.4 INSTALLATION TESTING

A. Mechanical Systems: As specified in specification sections and Divisions I13 and 15:

1. Remove rust preventatives and oils applied to protect equipmentduring construction.

2. Flush lubrication systems and dispose of flushing oils. Rechargelubrication system with lubricant recommended by manufacturer.

3. Install and adjust packing, mechanical seals, O-rings, and other seals.Replace defective seals.

4. Remove temporary supports, bracing, or other foreign objectsinstalled to prevent damage during shipment, storage, and erection.

5. Check rotating machinery for correct direction of rotation and forfreedom of moving parts before connecting driver.

6. Perform cold alignment and hot alignment to manufacturer'stolerances.

7. Inspect hand and motorized valves for proper adjustment. Tighten ipacking glands to insure no leakage, but permit valve stems to rotatewithout galling. Verify valve seats are positioned for proper flowdirection.

8. Tighten leaking flanges or replace flange gasket. Inspect screwedjoints for leakage.

9. Install gratings, safety chains, handrails, shaft guards, and sidewalksprior to operational testing.

10. Implement lockout/tagout procedures.

11. Demonstrate alignment, speed, flow, pressure, vibration, sound level,adjustments, and calibration over the full operating range of

equipment and systems. Perform initial checks in the presence of andwith the assistance of the manufacturer's representative.

12. Other requirements as defined in the equipment Operation andMaintenance Manuals. 5

B. Electrical Systems: As specified in the Division 16 specifications, and theindividual equipment specification sections.

Unsatisfactory equipment test results shall require that the equipment berepaired and re-tested until acceptable results are obtained at no additionalcost to the City.



C. Instrumentation Systems:

* 1. General:

a. For existing instruments being re-fed with new feeders for powerand/or control, Contractor shall verify in the presence of the OwnerRepresentative, the functionality of these instruments, followingcompletion of the new feeders. Contractor shall correct all operationaldeficiencies. Instruments shall be restored to their pre-construcitonfunctionality. These instruments include but are not limited topressure switches, level switches, flowmeters, and turbidimeters thatare designated on the Drawings to be supplied with new power feedsand/or control feeds.

b. Energize transmitting and control signal systems, verify properoperation, ranges, and settings; update documentation if changeswere made.

1.5 FUNCTIONAL TESTING EQUIPMENT PERFORMANCE TEST (4-HOURTEST)

A. Functional equipment testing shall be preceded by operational readinesstesting to ensure that instrumentation and control systems are operationalin advance of functional testing.

B. Functional testing and initial equipment operation test shall not begin untilafter the Installation Testing including the Electrical Testing has beencompleted for individual systems or pieces of equipment.

* C. The functional stage of testing shall involve the completion of functionaltesting forms which include all possible operating scenarios, alarmconditions, prohibitive interlocks, and indication functions. Sample formsshowing the level of detail required in the Contractor-developed functionaltesting are appended to the end of this Section. Contractor shall perform a"dry run" for all functional tests to ensure that systems are working properlyprior to witnessing by the Construction Manager. After the "dry run" issuccessfully completed, Contractor shall provide minimum 48 hours noticeto the Construction Manager that systems are ready for witnessedfunctional testing. The Construction Manager will witness functional testingand will initial all functional testing forms upon successful operation ofsystems.

D. Functional testing of all process equipment shall take place with effluentfrom the Fixed Growth Reactors. The Contractor is responsible for theinstallation and removal of any additional piping, valves, pumps, etc todeliver the test water to the process area and to discharge the water backto a location and at a rate approved by the City.

E. The Contractor is responsible for all costs of the functional testing(excluding power), including the supply of materials and chemicalsnecessary for the performance of the tests.


UCity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS-46 3F. The Contractor is responsible for functional testing for all project equipment

and systems in all modes of operation. 5G. Demonstrate proper operation of each instrument loop function including

alarms, local and remote controls, instrumentation and other equipmentfunctions. For each item of equipment and process system, develop actual lprocess conditions as needed to test each loop, each mode of control,

sequences, alarms, and other functions specified in equipment/packagespecifications. All existing instruments that are wired with new powerand/or control wire feeders shall be tested to ensure that they function in amanner that matches their functionality prior to construction. Verify controlsystem response and data display and logging at all applicable devices.Verify and record scaling and setpoints. Only where it is infeasible todevelop actual process conditions, simulations may be used with testequipment.

H. Conduct continuous 4 hour test under normal operating conditions. Modifysystem parameters, pump and equipment control, and process treatmentoperations to confirm all operating parameters during this test. If anyequipment or system does not meet all of the parameters defined in theFunctional Test Plan, the Contractor shall correct the problem and shallrepeat the test until it is successful.

Functional test of mechanical, electrical and instrumentation equipmentrequired for operation of a Process area shall be completed prior toperforming the operational test for the Process area.

J. Certificate of Proper Installation:

1. At completion of Functional Testing and prior to Operational Testing,furnish written report prepared and signed by manufacturer'sauthorized representative, certifying equipment:

Has been properly installed, adjusted, aligned, and lubricated. IIs free of any stresses imposed by connecting piping or anchor bolts.

a. is suitable for satisfactory full-time operation under full load i

conditions.

b. Operates within the allowable limits for vibration. 3c. Controls, protective devices, instrumentation, and control panels

furnished as part of the equipment package are properly installed,calibrated, and functioning.

d. Control logic for start-up, shutdown, sequencing, interlocks, andemergency shutdown have been tested and are properly functioning.

2. Furnish written report prepared and signed by the electrical and/orinstrumentation subcontractor certifying: 3

Testing and Training 01660 iI

ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS47

a. Control logic that resides in motor control centers, control panels, andcircuit boards furnished by the electrical and/or instrumentationsubcontractor has been calibrated and tested and is properlyoperating,

I b. Control logic for equipment start-up, shutdown, sequencing, interlocksand emergency shutdown has been tested and is properly operating.

3. Co-sign the reports along with the manufacturer's representative andsubcontractors.

I 1.6 OPERATIONAL TESTING (5-DAY TEST)

A. The Operational Test shall demonstrate satisfactory operation of equipmentand systems in actual operation. Refer to Section 01010, Summary ofWork, for additional operational acceptance testing requirements. Theentire AFT Process Area shall be operationally tested, including the centerdrives, polymer feed, air pressurization, recirculation, and air ejectorsystems.

B. Conduct operational acceptance test for 5 sequential workdays for eighthours per day under the supervision and control of the Contractor. The testshall simulate actual operating conditions to the greatest extent possible;including the testing of all controls and programming associated with the

* system.

C. The Contractor is responsible for all costs of the operational testing(excluding power), including the supply of materials for the performance ofthe tests.

D. Functional testing of all process equipment shall take place with effluentfrom the Fixed Growth Reactors. The Contractor is responsible for theinstallation and removal of any additional piping, valves, pumps, etc todeliver the test water to the process area and to discharge the water backto a location within the treatment plant process approved by the City at arate approved by the City.

E. Immediately correct defects in material, workmanship, or equipment whichI become evident during operational test.

F. Repeat operational test when malfunctions or deficiencies cause shutdownor partial operation of the facility or results in performance that is less thanspecified in the Contract Documents.

G. Failure of any major process unit during the five (5)-day test will result in theabandonment of the test and the test procedures shall be restarted from thebeginning.



1.7 PERFORMANCE TESTING

A. Cleanup: Following completion of an area Operational Test, the Contractor Ishall remove, clean and replace all permanent and temporary filters andstrainers in all pipeline systems; dewater and clean sumps; and dewater,where directed by the Construction Manager, all process units for finalinspection as a condition precedent to proceeding with Performance

Testing.

B. Commissioning Team: The Contractor shall assemble under the directionof the Testing Coordinator a commissioning team. The commissioningteam shall consist of representatives of the Contractor's mechanical,electrical, and instrumentation subcontractors, and others as appropriate.The commissioning team shall be available at the site of the work duringnormal working hours (8 hours a day, 5 days a week, Saturdays, Sundayand legal holidays excepted) and shall be available within 2 hours notice atall other times upon notice by telephone. The commissioning team shall atall times be equipped and ready to provide for emergency repairs,adjustments, and corrections to the equipment and systems installed andmodified as a part of this Contract.

C. Performance testing of equipment and systems shall take place followingFunctional and Operational Testing at each Process area and after theCity's staff has acknowledged in writing that they have received the

necessary training for the applicable equipment and systems. TheContractor shall remove all temporary piping, bulkheads, controls and otheralterations to the permanent systems that may have been needed duringthe Functional and Operational Testing and shall perform the tasksnecessary to make the improvements constructed under this Contract fullyoperational. Performance Testing will be performed utilizing the intended iprocess flows.

D. All influent and effluent piping shall be in place and included in thePerformance Test unless the Contractor provides temporary facilities toallow complete testing and operation of the system. All permanent powerfacilities and controls shall be in place for the Performance Test unlessotherwise stipulated in the Contract Documents.

E. The-City will provide operations personnel, power, fuel, chemicals and otherconsumables for the Performance Testing.

F. All processes and systems shall be Performance Tested. SubstantialCompletion will not be issued until after successful completion of theassociated Performance Test. The Performance Testing shall proceed in Ithe sequence defined below unless otherwise submitted to and approvedby the Construction Manager:

1. All other equipment and process systems not included in the abovePerformance Test areas shall have a 5 day Performance Test asdefined herein.


City of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No, UY-08/02-09 Page TS-49

G. Performance testing shall be coordinated with ongoing City operation of theplant.

H- Contractor shall document modifications to process equipment made during

performance and startup testing.

1.8 RECORD KEEPING

A. Maintain and submit following records generated during start-up and testingphase of Project:

1. Daily logs of equipment testing identifying all tests conducted andoutcome.

2. Logs of time spent by manufacturer's representatives performingservices on the job site.

3. Equipment lubrication records.

4. Electrical phase, voltage, and amperage measurements.

5. Insulate resistance measurements.

6. Data sheets of control loop testing including testing and calibration ofinstrumentation devices and set points.

2.0 TRAINING OF CITY PERSONNEL

2.1 GENERAL

A. Operation and maintenance training of City's personnel shall be provided forall equipment identified in the technical specifications. Training content isto be tailored to the needs of the operations group and the maintenancegroup.

B. Training shall be conducted by competent representatives who are certifiedby the manufacturer to be thoroughly familiar with the subject matter as wellas instructional methods.

C. These training services shall be conducted onsite by the manufacturer'srepresentative and shall ensure that City's personnel are trained to performequipment task requirements, including essential knowledge and skills.The City may conduct objective evaluations of its employees receiving thistraining to verify compliance with the requirement. In addition the City willhave the trainees provide an evaluation of the trainer and the trainingmaterials. If either evaluation process determines that the training wasdeficient, the Contractor shall be required to have the manufacturer re-perform the training at a schedule to be defined by the City and with anapproved representative from the factory.



D. Training materials shall be submitted to the City for review. Trainingmaterials shall include a list of task statements which the City's employeesmay perform with the equipment, the learning objectives (derived from thetask list and by which the training will be evaluated) and the training plan (orlesson plan) to demonstrate how the learning objectives will be achieved.Acceptance of training materials is required prior to start of training. TheContractor shall provide an adequate number of printed trainee materialsfor all persons being trained. One electronic copy of training material shallbe provided to the City.

E. The Contractor shall submit, within 30 days of Notice To Proceed, a list ofall equipment items or systems for which training will be provided inaccordance with the specifications. The list shall include item number,specification section, description and required training in hours.

F. The City shall have the right to videotape all training sessions, or maydesignate separate sessions or portions thereof for the sole purpose ofvideotaping.

2.2 TRAINING COORDINATOR

The Contractor shall designate and provide one or more persons to be responsiblefor coordinating and expediting the training duties. The person or persons sodesignated shall be present at all training coordination meetings with the City.

2.3 TRAINING SCHEDULE IA. The Contractor's coordinator shall coordinate the training periods with the

Construction Manager and shall submit a training schedule and the trainingmaterials for each piece of equipment or system for which training is to beprovided. Said training schedule and materials shall be submitted not lessthan thirty (30) calendar days prior to the time that the associated training isto be provided, and the training materials shall be approved at least twenty(20) calendar days before the associated training is provided.

B. Equipment and/or systems shall be deemed suitable for use in training uponsatisfactory completion of functional testing. Training for equipment in aprocess system must be completed prior to commencement of thePerformance Test for that area.

C. Training sessions for each piece of equipment shall be four (4) hours totalexcept as otherwise noted. Training sessions shall be scheduled onTuesdays through Thursdays. Training sessions shall be provided duringthe day between the hours of 8:00 a.m. and 4:00 p.m.

D. The Contractor shall schedule separate training sessions for bothoperations and maintenance personnel and meet the following criteria:



1. Maintenance training shall be provided for each piece of equipmentlisted in the approved Operation and Maintenance manual submittedby the Contractor. Training shall emphasize theory of operations,troubleshooting, preventative maintenance, predictive maintenance,and repair procedures. The training shall encompass issues relatingto instrumentation, electrical and mechanical systems.

2. Operations training shall be provided for each piece of equipmentlisted in the approved Operation and Maintenance manual submittedby the Contractor. Training shall emphasize theory of operations,

startup and shutdown instructions, normal operation, abnormal andemergency operations (where applicable), lockout procedures,troubleshooting, preventative maintenance and alarm and controllogic including fail-safe mode of operation.

E. The Contractor shall confirm each training period a minimum of three (3)working days prior to the scheduled time.

I 2.4 Supplements

* A. Functional Testing Sample Forms to be filled out by Contractor



II


I

TesingandTrinig 06I

I


FUNCTIONAL TESTINGDOCUMENTATION SUMMARY FORM

EQUIPMENT TAG NUMBER:

EQUIPMENT NAME:

PROJECT NAME:

DATE:

A COPY OF LATEST ISSUE OF THE FOLLOWING DOCUMENTS ARE INCLUDED IN THIS EQUIPMENT FUNCTIONALTESTING/PRE-COMMISSIONING TESTING DOCUMENTATION FILE:

TESTING REQUIREMENTS

[ DOCUMENTATION OF SUCCESSFUL COMPLETION OF MECHANICAL INSTALLATION TEST

0J DOCUMENTATION OF SUCCESSFUL COMPLETION OF ELECTRICAL INSTALLATION TEST

El CERTIFICATE OF PROPER INSTALLATION SIGNED BY MANUFACTURER'S REPRESENTATIVE

Eo CERTIFICATE OF ELECTRICAL AND ISNTRUMENTATION SUBCONTRACTOR OF CALIBRATION, TESTING ANDOPERATION

E5 DOCUMENTATION OF SUCCESSFUL COMPLETON OF LOOP VALIDATION TEST (INCLUDING CALIBRATON TEST)

0 HARD WIRED INTERLOCK VERIFICATION FORM(S) [ SHEETS]

0 SOFTWARE INTERLOCK VERIFICATION FORM(S) [ SHEETS]

E5 ALARM VERIFICATION FORM(S) [ SHEETS]

3 CONTROL ELEMENT SETTINGS FORM(S) [ SHEETS]

EO CONTROL LOOP TEST FORM(S) [ - SHEETS]

El SIGNAL VALIDATION TEST FORM(S) [S SHEETS]

Complete Control system functional during Any specified screen display shall be drawn complete on anyfunction/pre-commissioning test CRT, including all real-time data, within 3 sec from operator

-- un-- . i... ..- . reqvest..

Data received at LOI from PLCs or any remote i/0 Any specified trend display containing up to three trend lines

point within 1 sec of receipt at central computer E5 over any time interval, shall be drawn complete on any CRTsystem within 10 sec from operator request

E- Alarm printouts at LOI initiated within 1 sec of receipt El Any specified report shall be compiled and prnting initiatedat central computer system within 30 sec from operator request

REMARKS:

CHECKED BY (COMPANY) ACCEPTED BY (COMPANY)

SIGNATURE SIGNATURE

DATE DATE


ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08102-09 Page TS-54

FUNCTIONAL TESTINGHARD WIRED INTERLOCK TESTING FORM S

EQUIPMENT TAG NUMBER: SHEET OF

EQUIPMENT NAME: I

PROJECT NAME:

DATE:

HARD WIRED INTERLOCKS (LIST ALL INTERLOCKS FOR THE ABOVE-REFERENCED PIECE OF EQUIPMENT, USEADDITIONAL SHEETS AS REQUIRED)

P&ID CONTROL SCHEMATIC REFERENCE: IREFERENCE:

SUCCESSFUL

TEST INTERLOCK DESCRIPTION INTERLOCK TRIP SUCCESSFUL TRIP RESET AFTER

COMPLETED VALUE AT STATED VALUE? ACCEPTABLE

VALUE?

El El 1I

o- -- -o] 0l E0

] [] 0

o _____ 0] __

----- - --- ----

IDI

CHECKED BY (COMPANY) ACCEPTED BY(COMPANY)

SIGNATURE SIGNATURE

DATE DATE


I

City of Sunnyvale invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No. UY-08/02-09 Page TS-55

FUNCTIONAL TESTINGSOFTWARE INTERLOCK TESTING FORM


EQUIPMENT NAME:

PROJECT NAME:

DATE:

SOFTWARE INTERLOCKS (LIST ALL INTERLOCKS FOR THE ABOVE-REFERENCED PIECE OF EQUIPMENT, USEADDITIONAL SHEETS AS REQUIRED)

P&ID CONTROL SCHEMATICREFERENCE: REFERENCE:

TEST COMPLETED INTERLOCK WAIT INTERLOCK SUCCESSFUL TRIP SUCCESSFULDESCRIPTION TIME TRIP VALUE AT STATED RESET AFTER

USED? VALUE? RETURN TOACCEPTABLE

VALUE?

I~~~~- ----.-----...0

2 0 0E0

REMAR KS:


SIGNATURE SIGNATURE

* ~DATE __ _ _ _ _ _DATE _ _ _ _

I Testing and Training 01660

I][ ][


FUNCTIONAL TESTINGALARM VERIFICATION FORMI


EQUIPMENT NAME: IPROJECT NAME:

DATE: IEQUIPMENT ALARMS (LIST ALARMS FOR THE ABOVE-REFERENCED PIECE OF EQUIPMENT, USE ADDITIONAL SHEETSAS REQUIRED)


TEST COMPLETED ALARM WAIT TIME ALARM TRIP SUCCESSFUL TRIP SUCCESSFUL iDESCRIPTION & USED? VALUE AT STATED VALUE? RESET AFTERTAG NUMBER RETURN TO

ACCEPTABLEVALUE?

ol 1 5 5o- -- -----

o1 El E

o E0 5

O0 0 5

o0 E 0

REMARKS:


SIGNATURE SIGNATUREI

DATE __ _ _ _ _ _DATE _ _ _ _


[] [] ] []I


CONTROL ELEMENT SETTNGS

I TESTING CHECKLIST

EQUIPMENT TAG NUMBER: SHEET - OF

* EQUIPMENT NAME:.

PROJECT NAME;

DATE:

EACH INSTRUMENT OR FINAL CONTROL ELEMENT SHALL BE TESTED ACCORDING TO THE PROCEDURE BELOW. A

SEPARATE SHEET SHALL BE INCLUDED FOR EACH ISINTRUMENT OR FINAL CONTROL ELEMENT AND APPENDED TOTHE FUCNTIONAL TESTING FORM FOR THE RELATED PIECE OF EQUIPMENT.

INSTRUMENT TYPE INDICATOR El TRANSMITTER [ CONTROLLER 0 INDICATOR

El OTHER DESCRIPTION

INSTRUMENT TAG NO. SERIAL NO.

* SERVICE DESCRIPTION

CALIBRATION CHECK

INPUT RANGE = OUTPUT RANGE =

HEAD CORRECTION = E LINEAR

CALIBRATED SPAN = 0 SQUARE ROOT

% CALIB ALLOWABLESPAN DESIRED VALUE ACTUAL VALUE EXPECTED VALUE ACTUAL VALUE TOLERANCE

* ~~20 _ _ _ _

40

* ~~60 _ _ _ _

80

100

REMARKS:I

CHECKED BY ACCEPTED BY(COMPANY) (COMPANY)

SIGNATURE SIGNATURE

DATE DATE


ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No, UY-08/02-09 Page TS-58

FUNCTIONAL TESTINGCONTROL LOOP TEST FORM

EQUIPMENT TAG NUMBER: SHEET _OF

EQUIPMENT NAME: I

PROJECT NAME:

DATE: I

CONTROL LOOP(S)Per Section 01660 and 17050, the equipment should be operated over all possible operating scenarios with plant staff modifying Isystem parameters, pump and equipment control and process treatment. Proper operation of the equipment over full operatingranges should be verified under conditions closely resembling actual operating conditions. Final control elements, control panelsand ancillary equipment should be tested under startup and steady-state conditions to verify proper and stable control is achievedusing MCC and local field mounted control circuits. 3P&ID CONTROL SCHEMATICREFERENCE: REFERENCE:

TESTING REQUIREMENTS

Plant staff has operated equipment through all possible operating scenarios to simulate actual operatingconditions, List operating conditions simulated below.

Operating Conditions Tested: 3Demonstrate proper operation of control loop functions including alarms, local/remote controls, instrumentationand other control functions using automated and manual control circuits.Final control elements are adjusted to ensure stable steady-state and transient operation without oscillatory final

ol control element operation. List all control elements tested and document changes to controller operation toeliminate oscillatory operation.

Control Element Stable Stable Controller Adjustments MadeSteady TransientState Operation

Operation

o1 n

REMARKS: ICHECKED BY (COMPANY) ACCEPTED BY

(COMPANY) ISIGNATURE SIGNATURE

DATE DATE i

Testing and Training 01660 I

I

City of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No- UY-08/02-09 Page TS-59

FUNCTIONAL TESTING

SIGNAL VALIDATION TEST FORM


EQUIPMENT NAME:

PROJECT NAME:

DATE;

END-TO-END VALIDATION TEST FOR EVERY LOOP THAT INCLUDES A PLC INPUT OR OUTPUT. SIGNALS SHALL BETESTED FROM INSTRUMENT TO CONTROL PANEL OR PLC TO WONDERWARE TO HMI.


TEST SIGNAL DESCRIPTION & TAG NUMBER SIGNAL SIGNAL SIGNALCOMPLETED CORRECT AT CORRECT AT CORRECT

CONTROL WONDERWARE AT HMIPANEIPLC

El 11 E]

01 E0 E0

El [ El El

REMARKS:

CHECKED BY ACCEPTED BY(COMPANY) (COMPANY)

SIGNATURE SIGNATURE

DATE DATE

END OF SECTION


ICity of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical SpecificationsProject No- UY-08/02-09 Page TS-60

Ii


Ir

I]i

I

ii

i

THISPAGEINTETIONLLY EFT LAN

Tesin an Tainng0160

i


SECTION 01730 - OPERATION AND MAINTENANCE DATA

1.0 OPERATION AND MAINTENANCE MANUALS

1.1 Preliminary Manuals

Prior to the delivery and installation of any item of machinery or equipment the Contractor shallsubmit a preliminary Operation and Maintenance Manual and the Equipment Summary Form.The preliminary manuals will be reviewed by the Construction Manager for general content, andthe Construction Manager will advise the Contractor within five days of receipt if the manual isacceptable in general content for the delivery and installation of the equipment or machinery.The preliminary manuals must at a minimum include the detailed manufacturer's requirementsfor storage and installation of the equipment. No equipment or machinery shall be delivered orinstalled if the general content and storage and installation instructions of the manual are foundto be deficient.

1.2 Operation and Maintenance Manual Submittal

The Contractor shall submit technical operation and maintenance information for each item ofmechanical, electrical and instrumentation equipment in an organized manner in the Owner'sO&M Manual. It shall be written so that it can be used and understood by the District's operationand maintenance staff. Each set shall consist of one or more volumes, each of which shall bebound in a standard size, 3-ring, loose leaf, vinyl plastic hard cover binder suitable for bookshelfstorage. The binders shall be marked to indicate the specific equipment furnished for the projectand shall utilize tab sheets to organize the information. Binder ring size shall not exceed2.5 inches. A table of contents indicating all equipment in the manuals shall be prepared.

The final Operation and Maintenance Manuals must be submitted and favorably reviewed priorto the initiation of the Process Testing which includes the machinery or equipment, or no laterthan the 75 percent of construction completion date, whichever occurs first. All discrepanciesfound by the Construction Manager or Engineer in the Technical Manuals shall be corrected bythe Contractor within 30 days from the date of written notification by the Construction Manager orEngineer.

i Five (5) copies of each favorably reviewed Operation and Maintenance Manual shall beprovided.

The OWNER's O&M Manual shall be subdivided first by specification section number; second,by equipment item; and last, by "Part." "Parts" shall conform to the following (as applicable):

* Cover Page including equipment name, Maximo tag number, project name, Owner'sname, and other data as appropriate.

* Laminated Table of Contents: General description of information provided within each"Part".

* Part I - Equipment Summary:o Summary: A summary table shall indicate the equipment name, equipment

number, and process area in which the equipment is installed.o Form: The Equipment Summary Form included following this Section shall be

completed for each item of mechanical, electrical and instrumentation equipmentin the Work. The Contractor shall fill in the relevant information on the form and

Operation and Maintenance Data 01730


include it in Part 1. The manufacturer's standard form will not be acceptable.Manuals submitted without equipment summary form fully completed, includingequipment identification number, will be rejected and returned.

" Part 2 - Operational Procedures:o Procedures: Manufacturer-recommended procedures on the following shall beI

included in Part 2:" Installation* Adjustment" Startup* Location of controls, special tools, equipment required, or related

instrumentation needed for operation.* Operation procedures* Load changes" Calibration* Shutdown" Troubleshooting* Disassembly" Inspection* Reassembly IU Realignment* Testing to determine performance efficiency" Tabulation of proper settings for all pressure relief valves, low and high

pressure switches, and other protection devices" List of all electrical relay settings, including alarm and contact settings

* Part 3 - Preventive Maintenance Procedures:o Procedures: Preventive maintenance procedures shall include all manufacturer-

recommended procedures to be performed on a periodic basis, both by removingand replacing the equipment or component, and by leaving the equipment inplace. Procedures shall also include recommended tolerances, critical bolt Itorques, and special tools that are required.

o Schedules: Recommended frequency of preventive maintenance proceduresshall be included. Lubrication schedules, including lubricant SAE grade, type, andtemperature ranges, shall be covered,

* Part 4 - Parts List:o Parts List: A complete parts list shall be furnished, including a generic description

and manufacturers identification number for each part. Addresses and telephonenumbers of the nearest supplier and parts warehouse shall be included.

o Drawings: Cross-sectional or exploded view drawings shall accompany the partslist.

o A spare parts list including recommended number of parts to be stored at the siteand special storage precautions.-Part5-Wiring Diagrams:

o Diagrams: Part 5 shall include complete internal and connection wiring diagramsfor electrical equipment items including logic diagrams, wiring diagrams for controlpanels, ladder logic for computer based systems, and connections betweenexisting systems and new additions, and adjustments such as calibrations and setpoints for relays, and control or alarm contact settings

IOperation and Maintenance Data 01730 3

I


" Part 6- Shop Drawings:o Drawings: This part shall include approved shop or fabrication drawings,

complete with dimensions." Part 7- Safety:

o Procedures: This part describes the safety precautions to be taken whenoperating and maintaining the equipment or working near it.

* Part 8 - Documentation:o All equipment warranties, affidavits, factory/field testing results/reports and

certifications required by the Technical Specifications shall be placed in this part.

1.3 Electronic CopyAll manuals shall be provided in an electronic format which entails all information included by thecontractor in the three ring binders. This will include providing the following electronic formatdocuments:

* All text portions of the Operations and Maintenance Manual specifically tailored for thisproject shall be provided in HTML format.

* All graphical portions of the Operations and Maintenance Manual specifically tailored forthis project shall be provided in GIF (schematics, line drawings, etc.) of JPEG (photos,etc.) format.

* All shop drawings shall be provided in AutoCAD format - latest release at time of O&M

preparation.

* All forms that may be required for maintenance shall be provided in MS Word format.

* All other documents including, but not limited to, brochures that need to be scanned thatare specifically tailored for this project shall be provided in a searchable PDF format,

END OF SECTION



I

ITHIS PAGE INTENTIONALLY LEFT BLANKI


I]

i


1 EEQUIPMENT DATA1. Equipment Item: ____________________________

Is it a packaged unit, i.e. pump, motor, shaft? Yes No

If yes, please detail.

2. How many:

3. Cost:

4. Manufacturer:

Address:

Phone #: Fax:

Email: Website:

5. Equipment Identification Numbers:

Serial Number:

Model:

Part #:

Equipment ID No.

6. Location of Equipment:

7. Weight of Individual Components (Over 100 Pounds):

8. Nameplate Data:

Horsepower: RPM:

Amperage: Size:

Voltage: Frame Size:

Service Factor (S.F.): Seal Size:

Speed: Seal Type:

Enclosure Type: Bearings:

GPM: Impeller Size:

Maximum Capacity @ ft TDH Other:

Design Point Capacity @ ft TDH



9. Manufacturer's Local Representative:Name:

Address:

Telephone Number:

Email: Website:

10. Maintenance Requirements (including schedules):

TASK SCHEDULE

11. Lubricant List:

12. Spare Parts (with accurate part ts): U

13- Comments:

14. General Info:

Year Installed: 3Expected Life:

Project Name & Number- 3Design Engineer:

II

Operation and Maintenance Data 01730 3I


15. Warranty:

Start Date:

Expiration Date:

Prorated:

16 Gauges Unit of measure Roll over values17 Alarms and Warning points Units of measure

Warning levels - upper and lowerAction levels - upper and lower


City of Sunnyvale Invitation for Bids # F0904-90Air Flotation Tank Improvements Project Technical Specifications IProject No. UY-08/02-09 Page TS-68

I


Opeatin nd aitennceDaa 07I

City of Sunnyvale Invitation for Bids # F0904-90 SECTION...

Documents

Transcript of City of Sunnyvale Invitation for Bids # F0904-90 SECTION...