Camarillo City Council
October 14, 2026

2. Aggregate Base

3. Potholing Results
E. CONCRETE

1. Portland Cement Concrete Mixes

2. Asphalt Concrete Mixes

3. Cement Masonry components
F. MECHANICAL

1. Pipe, Fittings, Valves, and Appurtenances

2. Pumps, Motors, Meters, and Tanks *

3. Containment Coatings *

4. Contractor must provide all submittals required by Special Provision sections.

G. ELECTRICAL

1. Conduit, Fittings, Appurtenances, Conductors, Grounding Materials, and Mini Power Center
H. Contractor must provide all submittals required by Special Provision sections.

1.03 SUBMITTAL PROCEDURES
A. Where possible, the Contractor shall submit electronically in PDF format compatible with Adobe Acrobat. Files less than 5 MB in size may be submitted to the Owner’s Representative via email. Files larger than 5 MB shall be submitted by means of an FTP server, USB flash drive, external hard drive, or other method approved by Owner’s Representative. Scans shall be at a resolution necessary for legibility and shall be in color when necessary for clarity. Wherever called for in the Contract Documents or where required by the Engineer, the Contractor must furnish to the Engineer for review four (4) physical copies of each submittal.

B. Make submittals promptly in such a sequence as to cause no delay in the work.

Schedule submissions a minimum of twenty (20) working days before reviewed and approved submittals will be needed.

C. Each submittal item must be individually numbered, logged, and must identify the specification section that relates to item being submitted so that approved and rejected submittals can be tracked.

D. Each submittal shall have a transmittal form including the date, project name, project number, submittal number, submittal revision, and submittal content.

1. Each submittal shall be assigned a unique number and numbered sequentially.

Resubmittals shall bear an alphanumeric system denoting the subsequent resubmittal of the original.
01300 - 2 Submittals

01300 - 3 Submittals

2. Every page in a submittal shall be numbered in sequence and shall be collated.

3. Where product data from a manufacturer is submitted, clearly mark which model is proposed with all pertinent data, capacities, dimensions, clearances, diagrams, controls, connections, anchorage, and supports. Present a sufficient level of details for assessment of compliance with the contract documents.

Extraneous information should not be included in submittals.

4. Disorganized submittals that do not meet all requirements will be returned without review.

E. At the time of each submission, give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents. If a variation is identified that was not brought to the attention of the Engineer, correction will be at the Contractor’s expense.

F. The Engineer will have a maximum of two weeks to review each submittal, except where specified differently in these special provisions. It is the responsibility of the Contractor to organize submittals in order of importance and need. Resubmittals of submittals will be reviewed and returned in the same review period as for the original submittal. It is considered reasonable that the Contractor shall make a complete and acceptable submittal by the second submission of a submittal item. The Owner’s Representative reserves the right to withhold monies due the Contractor to cover costs of any review beyond the second submittal.

G. Only one submittal will be reviewed for an item and Contractor may not submit multiple shop drawings from multiple vendors for the same item.

H. Engineer’s review will be only for conformance with the design concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or procedures of construction (except where indicated or required by the Contract Documents) nor to safety precautions or programs incident thereto. Submittals processed by Engineer do not become Contract Documents and are not Change Orders.

I. Delays caused by the need for re-submittal or replace unaccepted “or equal” items will not constitute a basis for claim.

J. No substitutions will be considered for products determined to be a sole source as noted in the Notice Inviting Bids. For all else, the following applies:

1. In the event that an item is called for by a specific product or trade name, Contractor will have five (5) days after the bid opening for submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive than that specified in the bid form, the difference in cost of such material so furnished will be borne by Contractor under Public Contract Code section 3400.

2. “Or equal” products may be accepted by the Engineer upon submittal of the following information:
i. Product Date Design Criteria

01300 - 4 Submittals
ii. Physical Properties Limitations of Process
iii. Material Specifications List of Previous Projects
iv. Installation Specifications Size of Completed Projects v. Testing Methods List of Current Projects
vi. Third Party Test Data
vii. Size of Current Projects
viii. References (All references must include current names and telephone numbers).
ix. List of all deviations from the specifications or referenced product or materials.
x. Additional testing may be required, and all costs for testing will be borne by Contractor.

K. District reserves the right to modify the procedures and requirements for submittals, as necessary to accomplish the specific purpose of each submittal. Direct inquiries regarding the procedure, purpose, or extent of any submittal to the Engineer.

L. Repetitive Review

1. Shop drawings and other submittals will be reviewed no more than twice at the District’s expense. All subsequent reviews will be performed at times convenient to the Engineer and at the Contractor’s expense, including but not limited to consultant costs, staff charges, overhead, and other related expenses. Contractor shall reimburse the District for such costs, and District may deduct these costs from amounts due or to become due the Contractor.

Submittals are required until approved.

2. Any need for more than one resubmission, or any other delay in obtaining Engineer’s review of submittals, will not entitle Contractor to extension of the Contract Time.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION

01500 - 1 Construction Facilities and Temporary
Controls
SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 - GENERAL

1.01 TEMPORARY UTILITIES
A. Sanitary Facilities: Provide and maintain self-contained portable sanitary facilities for the Contractor's, subcontractor's, Engineer's, and Owner's use. Facilities shall comply with applicable regulations and shall be serviced, cleaned and disinfected frequently.

B. Temporary Water, Power and Telephone Service: Provide all temporary utility services required for the project. Note that there is no on-site water available for use. Pay all utility service connection and use charges. Provide separate temporary telephone and internet services for the Contractor's and Engineer's field offices. The Contractor shall pay for these services.

C. Temporary Lighting: Provide and maintain lighting for construction operations to achieve a minimum lighting level of 20 foot-candles for rough work and 60 footcandles for finish work.

D. Temporary Fire Protection:

1. Provide and maintain fire protection equipment, including extinguishers, fire hoses, and other equipment required by law or insurance carriers, or as necessary for proper fire protection during the course of the work.

2. Use fire protection equipment only for fighting fires.

3. Locate fire extinguishers in field offices, storage sheds, tool houses, temporary buildings, and throughout the construction site.

1.02 TEMPORARY CONSTRUCTION
A. The Contractor is solely and exclusively responsible for the design, construction and maintenance of all temporary construction including forms, falsework, shoring, scaffolding, stairs, ladders and all other similar items. See Section 5-7 of the SSPWC and Section 01040.

B. Construct adequate and safe forms and falsework to rigidly support partially completed structures. Provide temporary bridges and decking to maintain vehicular and pedestrian access. Design and construct temporary forms, falsework, bridges and decking in accordance with applicable regulations and codes.

1.03 BARRICADES, FENCES AND ENCLOSURES
A. See Section 5-7 of the SSPWC and Section 01040.

B. Barricades: Provide temporary guardrails, ladders, stairs, guards, and barricades to protect persons in accordance with applicable regulations.

C. Fences:

1. Existing fences/walls enclose the present facilities site. The fences are for the protection and security of the present operating facilities. If it is necessary for the Contractor to remove some of the fences for installation of new work, the Contractor shall provide equivalent temporary protection and security.

01500 - 2 Construction Facilities and Temporary
Controls
Replace fencing removed by the Contractor with new fencing of equivalent quality prior to completion of the project.

D. Enclosures:

1. Provide protective dust covering at doors and other openings to contain dust within the construction area.

2. Provide temporary partitions to prevent dust and moisture from entering Owner-occupied areas and to prevent damage to existing materials and equipment. Temporary partitions shall be of non-combustible construction such as metal studs and gypsum board.

3. Provide temporary watertight closures for openings in exterior surfaces as required to protect interiors from weather, moisture, humidity and extreme temperature.

1.04 PROTECTION OF INSTALLED WORK
A. Provide temporary and removable protection for installed products. Control activity in immediate work area to minimize damage.

B. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by covering surfaces with non-staining heavy-duty reinforced moisture-resistant Kraft building paper with joints continuously taped with waterproof tape or ½ inch-thick CDX plywood with all joints continuously taped with 2-inch-wide duct tape.

C. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is unavoidable, provide adequate protection to prevent damage to waterproof membranes and comply with recommendations for protection of the waterproofing or roofing material manufacturer.

D. Provide heavy planking to protect curbs, gutters, culverts, paving and similar surfaces from damage by heavy equipment or vehicles.

1.05 SECURITY
A. Provide security and facilities to protect the Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft.

1.06 ACCESS ROADS AND PARKING AREAS
A. Access Roads: Use only access roads designated on the Drawings.

B. Parking:

1. Utilize the staging areas highlighted on the plans for any necessary parking.

Coordinate with Owner if additional parking is required.

1.07 TEMPORARY CONTROLS
A. Cleaning:

1. During Construction: Maintain the site and all work in a clean orderly fashion free of waste debris and rubbish. Store debris in covered containers. Pick up and remove debris daily if required, but not less frequently than weekly.

Burning debris on site is not permitted. Remove debris from permanently closed spaces prior to enclosing them. Clean mud from vehicles before leaving the site.

2. If work under this Contract creates dusty, dirty or unsightly conditions in adjacent areas, the Contractor shall immediately cleanup the affected areas.

01500 - 3 Construction Facilities and Temporary
Controls

3. Final cleanup is specified in Section 01700.

B. Dust Control: Employ measures to prevent the creation of dust which may produce damage or nuisance to property or persons. Be responsible for all damage resulting from dust produced by construction operations. Periodically wet down unpaved areas where vehicles are operated.

C. Erosion and Sediment Control: Employ measures to prevent erosion and trap any sediment created by construction operations before it leaves the site. Prevent sediment from entering streams or other water bodies.

D. Noise Control: Comply with regulations limiting construction noise levels. Use whisper quite air compressors. Use jack hammers with exhaust mufflers. Prevent noise disturbance to the public and adjacent property owners.

E. Pest and Rodent Control: Avoid creating conditions conducive to pests and rodents. Comply with regulations governing the use of chemicals to control pests and rodents.

F. Water Control: Maintain excavations free of water. Protect site from puddling or running water.

1.08 PROTECTION OF TREES
A. Do not attach ropes, cables, guys or braces to trees.

B. Do not trim any trees without the Engineer's authorization.

1.09 TRAFFIC REGULATION
A. Conduct operations so as to offer the least possible obstruction and inconvenience to public traffic. Do not overload or damage paved or improved surfaces, sidewalks, curbs or gutters.

B. Provide temporary barricades, lights, flag persons and other means to safely control pedestrian and vehicular traffic entering and leaving the project site and on the project site.

1.10 FIELD OFFICES
A. Contractor's Office at the Site: Maintain a suitable office at the site for the Contractor's Superintendent who shall be authorized to receive submittals, drawings, instructions, or other communications from the Engineer or the Owner.

PART 2 - PART 2 - PRODUCTS (NOT USED)
PART 3 - PART 3 - EXECUTION (NOT USED)

END OF SECTION

01500 - 4 Construction Facilities and Temporary
Controls

THIS PAGE INTENTIONALLY BLANK

01505 - 1 Mobilization Demobilization
SECTION 01505

MOBILIZATION / DEMOBILIZATION
PART 1 – GENERAL

1.1 DESCRIPTION
A. Mobilization/Demobilization shall include the obtaining of all permits, licenses, bonds, and insurance; moving on to the site of all plant and equipment; furnishing and erecting temporary facilities, and their removal; all as required for the proper performance and completion of the work. Mobilization/Demobilization shall include, but not be limited to, the following principal items:

1. Moving on to the site of all Contractor’s materials and equipment required for operations.

2. Installation of work area fencing.

3. Preparation and processing of shop drawings.

4. Developing and maintaining construction water supply, electrical power and telephone service to the site throughout the duration of construction.

5. Providing and maintaining sanitation facilities throughout the duration of construction.

6. Providing and maintaining a field office for the Contractor.

7. Erection of Contractor’s onsite work and storage yard

8. Arranging for and securing Contractor’s offsite work and storage yard.

9. Providing public convenience, safety, and traffic control, including warning signs, high level warning devices, delineators, regulatory signs, barricades and bridged trench plates

10. Obtaining and maintaining all required permits, insurances and bonds.

11. Posting all OSHA required notices and establishment of safety programs.

12. Having the Contractor’s superintendent at the job site full time, at all times when the construction is in progress.

13. Field verifies by potholing the locations, dimensions, and elevation of all existing utilities, conduits, and structures that may interfere with the current work, including the utilities/conduits this project’s work will connect to; and prepare a Report of Findings four (4) weeks prior to construction to allow revisions to the current design.

14. Providing shop drawings, samples, project data and record drawings (As-Builts).

15. Providing construction schedule including monthly updates.

16. Providing three-week look-ahead schedules at the weekly construction progress review meetings.

17. Maintaining the site in a clean, safe and orderly condition.

01505 - 2 Mobilization Demobilization

18. Demobilization and cleanup.

19. Photographic and video documentation of the site and access conditions prior to the start of and at the completion of construction.

PART 2 – NOT USED
PART 3 – EXECUTION
A. All temporary utilities shall be applied for and installed in a timely manner so as not to impact the construction schedule.

1. The temporary water source shall be protected from cross contamination by a reduced pressure backflow device; this device shall be certified on site, in place.

2. The Contractor shall provide sufficient electric lighting so that all work may be properly conducted when there is not adequate daylight in the work area.

3. The Contractor shall have the option of providing dedicated jobsite cellular telephone service during the execution of the work. All costs for cellular telephone service supplied to the jobsite during the completion of the work shall be borne by the Contractor.

B. All temporary utilities shall be removed, and patchwork (if necessary) completed in a timely manner so as not to impact the construction schedule.

PART 4 – PAYMENT
A. Payment for “Mobilization/Demobilization” will be made at the contract lump sum price bid under Bid Item “Mobilization/Demobilization”. This price will be considered full compensation for the furnishing of all materials and for all labor, tools, equipment, tools, and incidentals necessary to complete the item.

B. A 25% of the lump sum will be paid with the first progress payment and the remaining 75% will be paid incrementally over the life of the Contract where these subsequent payments will be made based on the percentage of work completed to date.

END OF SECTION

01650 - 1 Facility Commissioning, Testing,
and Startup
SECTION 01650

FACILITY COMMISSIONING, TESTING, AND STARTUP
PART 1 - GENERAL

1.01 EQUIPMENT AND FACILITY STARTUP
A. Commission all systems and equipment to verify performance, function, and correct operation by performing procedures to activate, startup, adjust, test, and demonstrate that the work is in operating order in accordance with the general requirements of this Section and the detailed requirements of the technical sections under the system or equipment specified. To ensure that the work is ready for full-time operation, the procedures shall include verification, balancing, calibration, witness testing, documentation, inspection by equipment manufacturers and operator training where specified.

B. Notification: Notify the Engineer five (5) days prior to starting each system or piece of equipment.

C. Coordination: During the startup period, coordinate the operation of the facility or equipment with Engineer, subcontractors, Owner's operators, and manufacturer's representatives. Provide regular updates of construction schedule and startup activities to the Owner's PLC/SCADA Programmer (Owner's Programmer).

D. Furnish test equipment, measuring devices, and supplies required to conduct tests.

E. Maintain the equipment until acceptance. Provide all lubricants, chemicals, and electricity necessary until acceptance.

F. Furnish all expendable supplies, gas, water, etc., required for startup, demonstration, and testing, and dispose of all waste or used supplies, water, etc.

G. Favorably reviewed Operations and Maintenance (O&M) Manuals are required twenty (20) days before the startup of new equipment/facilities.

1.02 SUBMITTALS
A. Startup Plan, Forms, and Schedule: Prepare a facility startup plan and schedule.

The plan shall include test methods and procedures and sample forms for recording commission, test, and startup data. The plan and schedule shall include time for testing and debugging of the PLC control logic and HMI interface for each system. The amount of time necessary shall be coordinated with and approved by the Engineer and the Owner's Programmer.

B. Provide Affidavits as described in paragraph 1.04 B.

C. Submit documentation of tests, balancing reports, and the like.

1.03 INITIAL STARTUP AND OPERATION OF FACILITIES
A. The following listing is a general sequence of startup activity steps to be used in placing facility systems into operation:

1. Perform initial lubrication of equipment and have manufacturers check and adjust equipment. Provide all subsequent lubrication and maintenance, and

01650 - 2 Facility Commissioning, Testing,
and Startup
such staff as required for test operation until the Owner assumes equipment maintenance responsibility after Step 13 below.

2. Perform satisfactory testing of electrical work required prior to energizing of the electrical system.

3. After completion of Step 2, perform satisfactory electrical testing required after energizing of the electrical system.

4. Complete calibration of instruments.

5. Satisfactorily complete system verification of instrumentation work.

6. After completion of Steps 1 and 3, perform a rotational test of equipment and correct backward rotating drives.

7. After completion of Steps 5 and 6, test operate the equipment by manually initiating the operation. Where manual operation bypasses alarm or safety monitoring, provide continuous supervision of such parameters. Perform this step using water in lieu of chemicals or other process liquids. Use dry air or nitrogen in lieu of hazardous gases. Following testing with water, chemical lines shall be drained and be fully dried, in accordance with the specifications, prior to introduction of chemical.

8. Concurrent with Step 7, perform instrumentation and control testing and adjustments as related to the equipment being tested. Then allow time in the construction schedule for the Owner's Programmer to debug and test the PLC control logic and HMI interface. Provide personnel to assist in operation of equipment and adjustments of this system debugging and testing. All SCADA controls, interlocks, alarms, etc. including signals from other parts of the facility shall be tested. Provide simulation of inputs if needed during this step. Note: SCADA operational testing requires an approved test plan.

9. Concurrent with Step 7 and where possible at this stage of startup, complete the performance testing specified for the equipment.

10. Concurrent with Step 7, perform adjustments of the electrical work as related to the equipment being tested.

11. Repeat Steps 1 through 10 as required for other equipment items and plant systems until all plant process components and utility systems are ready for total plant and new system(s) operation. It may be necessary for the Contractor to put portions of the newly constructed facility in service before constructing other portions of the facility or completing the Work as a whole.

12. Submit the required documentation of testing, calibration, and equipment affidavits.

13. Notify the Owner and the Engineer 10 days before total plant and new system(s) operation is to occur so that the Owner may order chemicals and make other arrangements for full-time operation. This notification shall have an accuracy of plus or minus seven (7) days. Notify the Owner and Engineer again, exactly seven (7) days before total plant operation is to begin.

14. Submit any remaining documentation of testing, balancing reports, equipment affidavits, and the like commissioning before acceptance.

1.04 MANUFACTURER'S FIELD SERVICE AND AFFIDAVITS
A. Field Service: Where specified, manufacturers of equipment shall provide field service. Field service shall be provided by an authorized factory-trained and qualified manufacturer's representative for the specific equipment. Equipment shall not be considered ready for full-time operation until after the manufacturer's

01650 - 3 Facility Commissioning, Testing,
and Startup
representative has checked and adjusted the equipment, and certified by written affidavit that the equipment has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full-time operation.

B. Affidavits: Acceptable affidavits shall be submitted prior to completion of the work.

1. Affidavits shall contain the following specific wording:
"The generator/ATS/MTS has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full-time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements."

2. Except for insertion of the equipment name, no amplification, dilution, or modification of this specific wording will be permitted.

1.05 TRAINING
A. Submit Operation and Maintenance Manuals and Parts Lists specified in Section 01300 at least fifteen (15) days prior to the first training session.

B. Demonstrate the operation, maintenance and safety procedures for all systems and equipment to personnel designated by the Owner.

C. In addition to overall training specified above, provide special demonstration and training for specific pieces of equipment specified in the Technical Specification Sections.

D. A total of two (2) different training sessions shall be provided for District staff.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
A. Equipment reference forms attached to this Section are not specific to any piece of equipment or facility to be installed as a part of this project. The examples are provided as a means of illustrating the level of detail required for the preparation of commission, testing and startup forms for this project. Reference Division 16 Electrical and Division 17 Instrumentation for additional commissioning, testing, and startup requirements.

01650 - 4 Facility Commissioning, Testing,
and Startup

REFERENCE FORMS
Title
Equipment Test Report Form
Operation and Maintenance Transmittal
Equipment Record Form
Manufacturer’s Installation Certification
Spare Parts / Extra Stock Chain of Custody Form

01650 - 5 Facility Commissioning, Testing,
and Startup
EQUIPMENT TEST REPORT FORM:

CITY OF SAMPLE

PROJECT NAME HERE

EQUIPMENT TEST REPORT
Equipment Name:

Equipment Number:

Specification Ref:

Location:

Manufacturer Owner Representative
Verified Date Verified Date

PREOPERATIONAL CHECKLIST
Mechanical
Lubrication
Alignment
Anchor bolts
Seal water system operational
Equipment rotates freely
Safety guards
Valves operational
Related systems operational
O&M manual information complete
Electrical (circuit ring-out and high-pot tests)
Circuits:

Power to MCC ??
Control to HOA
Indicators at MCC:

Red (running)
Green (power)
Amber (auto)
Indicators at local control panel
Wiring labels complete
Nameplates:

MCC
Control station
Control panel

01650 - 6 Facility Commissioning, Testing,
and Startup
Manufacturer Owner Representative
Verified Date Verified Date
Equipment bumped for rotation
Piping Systems
Cleaned and flushed:

Suction
Discharge
Pressure tests
Temporary piping screens in place
Instrumentation and Controls
Flowmeter calibration
Calibration Report No.

Flow recorder calibrated against transmitter
VFD speed indicator calibrated against independent
reference
Discharge overpressure shutdown switch calibration
Simulate discharge overpressure Shutdown

FUNCTIONAL TESTS
Mechanical
Motor operation temperature satisfactory
Pump operating temperature satisfactory
Unusual noise, etc.?
Pump operation: ?? gpm/?? psig
Measurement:

Flow
Pressure: Test gage number:

Alignment hot
Dowelled in
Remarks:

01650 - 7 Facility Commissioning, Testing,
and Startup
Manufacturer
Construction
Superintendent
Verified Date Verified Date
Electrical
Local switch function:

Runs in HAND
No control power in OFF
Timer control in AUTO
Overpressure protection switch functional in both HAND
and AUTO
Overpressure protection switch set at ?? psig
PLC ??? set at ??-hour cycle, ?? min ON

OPERATIONAL TEST
48-hour continuous test. Pump cycles as specified,
indicators functional, controls functional, pump maintains capacity, overpressure protection remains functional,
hour meter functional
The undersigned manufacturer of the equipment item described above hereby certifies that he has checked the installation of the equipment and that the equipment, as specified in the project manual, has been provided in accordance with the manufacturer's recommendations, and that the trial operation of the equipment item has been satisfactory.

Comments:

Date Manufacturer
Signature of Authorized Representative
Date Signature of Owner’s Representative

01650 - 8 Facility Commissioning, Testing,
and Startup
OPERATION AND MAINTENANCE TRANSMITTAL FORM:

Date: Submittal No:

To: Contract No:

Spec. Section:

Submittal Description:

From:

Attention:

Checklist
Contractor Construction Superintendent
Satisfactory N/A Accept Deficient

1. Table of contents

2. Equipment record forms

3. Manufacturer information

4. Vendor information

5. Safety precautions

6. Operator prestart

7. Start-up, shutdown, and post-shutdown procedures

8. Normal operations

9. Emergency operations

10. Operator service requirements

11. Environmental conditions

12. Lubrication data

13. Preventive maintenance plan and schedule

14. Troubleshooting guides and diagnostic techniques

15. Wiring diagrams and control diagrams

16. Maintenance and repair procedures

17. Removal and replacement instructions

18. Spare parts and supply list

19. Corrective maintenance man-hours

20. Parts identification

21. Warranty information

22. Personnel training requirements

23. Testing equipment and special tool information
Remarks:

CONTRACTOR'S SIGNATURE

01650 - 9 Facility Commissioning, Testing,
and Startup
EQUIPMENT RECORD FORM:

EQUIP DESCRIP EQUIP LOC
EQUIP NO. SHOP DWG NO. DATE INST COST

MFGR MFGR CONTACT

MFGR ADDRESS PHONE

VENDOR VENDOR CONTACT

VENDOR ADDRESS PHONE
MAINTENANCE REQUIREMENTS D W M Q S A Hours
LUBRICANTS: RECOMMENDED:

ALTERNATIVE:

MISC. NOTES:

RECOMMENDED SPARE PARTS ELECTRICAL NAMEPLATE DATA

PART NO QUAN PART NAME COST EQUIP
MAKE
SERIAL NO. ID NO.

MODEL NO. FRAME NO.

HP V AMP HZ

PH RPM SF DUTY
CODE INSL. CL DES TYPE

NEMA DES C AMB TEMP RISE RATING
MISC.

MECHANICAL NAMEPLATE DATA
EQUIP
MAKE
SERIAL NO. ID NO.

MODEL NO. FRAME NO.

HP RPM CAP SIZE
TDH IMP SZ BELT NO. CFM
PSI ASSY NO. CASE NO.

MISC

01650 - 10 Facility Commissioning, Testing,
and Startup
MANUFACTURER'S INSTALLATION CERTIFICATION FORM:

Contract No: Specification section:

Equipment name:

Manufacturer of equipment item:

The undersigned manufacturer of the equipment item described above hereby certifies that he has checked the installation of the equipment and that the equipment, as specified in the project manual, has been provided in accordance with the manufacturer's recommendations, and that the trial operation of the equipment item has been satisfactory.

Comments:

Date Manufacturer
Signature of Authorized Representative
Date Signature of Owner’s Representative

01650 - 11 Facility Commissioning, Testing,
and Startup
SPARE PARTS / EXTRA STOCK CHAIN OF CUSTODY FORM:
(For use with loose-shipped spare parts, extra stock, or spare parts which are not permanently mounted within another piece of equipment) PART INFORMATION (Use a new form for each part type)
PART NAME/DESCRIPTION:

ID TAG.(IF APPLICABLE):

MFR: MFR PART/MODEL NO:

SERIAL NO (IF APPLICABLE)

STYLE (IF APPLICABLE) COLOR (IFF APPLICABLE)
ASSOCIATED/PARENT EQPM NAME:

ASSOCIATED/PARENT EQPM ID TAG (IF APPLICABLE):

SPEC REFERENCE: QTY REQ’D:

CHAIN OF CUSTODY
QTY

DELIVERED
DATE/
TIME/

LOCATION

RELEASED BY RECEIVED BY
Date: COMPANY COMPANY/AGENCY
Time: NAME/TITLE NAME/TITLE
Location: SIGNATURE SIGNATURE

END OF SECTION

01700 - 1 Contract Closeout
SECTION 01700

CONTRACT CLOSEOUT
PART 1 - GENERAL

1.01 CLOSEOUT PROCEDURES
A. Attention is directed to Section 11 “Acceptance of Work” of the General Conditions/Specifications and these Special Provisions.

B. Contractor must submit closeout submittals upon completion of work, including completion of punch list items, and at least seven (7) days prior to application for final payment, including, but not limited to the following:

1. Evidence of compliance with requirements of governing authorities.

2. Project record documents.

3. Operations and maintenance manuals.

4. Keys, spare parts, remotes and other required devices.

5. Warranties and bonds including an Increase Rider in the amount of final contract.

6. Evidence of payment and release of liens as outlined in conditions of the contract.

7. Release of claims as outlined in conditions of contract.

8. Survey record documents.

9. Certification of final completion.

C. Payment: See Section 01200.

1.02 FINAL CLEANUP
A. Prior to Final Inspection, the Contractor shall clean the entire construction area and all other areas affected by the performance of work under this Contract. Perform cleaning using personnel specializing in and skilled in cleaning and maintenance work. Perform repair work using personnel skilled in executing the type of work being repaired. Perform all work to the highest trade standards applicable to that type of work.

1. Remove all temporary construction, signs, tools, equipment, excess material and debris.

2. Remove all lumps, splatters, spots and stains caused by paint, adhesive, asphalt, concrete, mortar, sealant or other foreign material from exposed or finished surfaces. Remove all temporary labels.

3. Repair, patch or replace new or existing work including pavement, sidewalks, curbs, gutters, catch basins, gratings, manholes, covers, landscaping, plant materials and other items that have been damaged, broken, cracked or chipped as a result of performing this Work.

4. Sweep clean and wash down all exterior pavement surfaces. Remove all hazardous material and material that may cause sediment in drainage systems prior to washdown. Remove all grease and oil stains on pavement caused by Contractor's equipment.

01700 - 2 Contract Closeout

1.03 CONTRACTOR'S ACTION LIST OF ITEMS TO BE CORRECTED AND/OR

COMPLETED
A. During construction, the Contractor shall maintain an action list of items to be corrected and/or completed. Regularly add items and update the list as information becomes available or as requested by the Engineer. Deliver a current copy of the list to the Engineer at each progress meeting.

1.04 FINAL INSPECTION, FINAL COMPLETION AND FINAL PAYMENT A. Attention is directed to Section 11 “Acceptance of Work” of the General Conditions/Specifications and Greenbook General Section 7-3.

B. When the work has been completed, the Engineer will make the final inspection and final project walk-through with the Contractor. The Engineer will create a punch list of deficient items that need to be corrected by the Contractor. The Engineer reserves the right to add items to the project’s punch list as deemed necessary. All punch list items must be completed within 5 working days of notice to Contractor. Punch list items must be accounted for in the project construction schedule within the project working days. The Contractor will not be granted additional working days for the completion of the punch list items.

C. When the Contractor has completed or corrected all the items on the Engineer's Final Punch List, the Contractor shall give the Engineer written notice that the Work is ready for Final Inspection. When the Engineer finds the Work acceptable and fully complete in accordance with the Contract Documents, and upon receipt of a final Application for Payment and all final submittals, the Engineer will recommend that the Owner issue a Notice of Final Completion, make Final Payment and Accept the Work stating that to the best of the Engineer's knowledge, information and belief, and on the basis of the Engineer's observations and inspection, the Work has been fully completed in accordance with the terms and conditions of the Contract Documents.

D. Final Submittals include:

1. Operation and Maintenance Manuals and Parts Lists

2. Record Drawings

3. Extra Materials

4. Special Guarantees

5. Maintenance Contracts

6. Insurance Certificate showing required continuation of coverage beyond Final Payment.

7. Release of Liens.

8. Waiver of Claims by Contractor.

9. And any other submittals required by the Contract Documents and not previously received.

The Owner will record the Notice of Final Completion at the County Recorders Office.

1.05 RECORD DRAWINGS
A. The Contractor must maintain a complete and accurate record of all changes of construction from that shown in these plans and specifications for providing a basis

01700 - 3 Contract Closeout
for construction as built drawings. These drawings must be maintained on-site during the course of construction and updated monthly, at minimum.

B. The Contractor must use a job set of contract drawings, clearly labeled “Construction As Built Drawings,” to record all changes in construction.

Completely, accurately, and legibly mark the job set of as-built drawings in red ink to record actual construction. Use additional copies of prints, if necessary, to ensure legible recording of data and date all entries. Call attention to the entry by drawing a “cloud” around the area affected. In case of overlapping changes, use different colors for each change. Maintain consistent color coding throughout the drawings.

C. The Contractor must submit a copy (11x17 or full size) of the updated construction as built drawings in progress with each progress payment to document the status of the drawings. Progress payments may not be processed until acceptable drawings are submitted.

D. The Contractor shall prepare a set of Record Drawings per the requirements herein concurrently with the construction of the Work and the following:

1. Show the invert elevation of all gravity piping and the top of pipe, top of conduit or top of protective concrete encasement for other utilities. Elevations shall be related to a permanent visible elevation benchmark set at the site by the Contractor.

2. Show the horizontal location of underground utilities measured from permanent visible physical features such as face of building, face of tank, or centerline of manhole.

3. Comply with detailed requirements in technical specification sections describing the type of information required on Record Drawings. The Contractor's copy of Contract Documents, Contract modifications and Record Drawings shall be available to the Engineer for weekly verification that the records are being currently updated.

E. The Contractor must submit a complete set of original construction as built drawings to the Engineer 10 days after final inspection along with a letter declaring that other than these noted changes on the as built drawings, “the Project was constructed in conformance with the Contract Documents.” Each plan sheet must be marked “As Built” and signed by the Contractor. The Contractor must provide this set of as built drawing and letter prior to processing of the final pay estimate.

F. Payment: See Section 01200.

1.06 EXTRA MATERIALS
A. Deliver specified extra materials and parts to Owner. Itemize all items on a transmittal letter in duplicate and obtain signature of receiving party. Submit copies of signed transmittals for all specified extra materials and parts prior to completion.

1.07 SPECIAL GUARANTEES
A. Paragraph 2.5 of the General Conditions covers the Contractor's responsibility to remedy defects due to faulty workmanship and materials, which appear within one (1) year from the date of Final Completion and acceptance by the Owner.

B. Guarantees for more than one (1) year when called for in various sections of the Specifications shall be evidenced by the Contract Documents and in the form of a special guarantee written on the letterhead of the Contractor, subcontractor, or

01700 - 4 Contract Closeout
supplier doing the work and/or supplying the item to be guaranteed, and countersigned by the Contractor as follows. Failure to provide the special guarantee on the letterhead shall not relieve the Contractor, subcontractor, or supplier from its obligations for the special guarantees.

C. Submit two (2) notarized original signed copies of each required Special Guarantee prior to completion.

1.08 TWELVE-MONTH INSPECTION
A. Thirty (30) days prior to the expiration of the one-year guarantee period described in General Conditions, Article 12, the Contractor shall tour the project with the Engineer and/or the Owner to prepare a list of corrective work required under the one-year guarantee. The Contractor shall correct all items found to be defective within 20 days of receipt of the list of items to be corrected.

1.09 MAINTENANCE CONTRACTS
A. The Contractor shall deliver original signed copies of prepaid contracts for maintenance of equipment or systems in accordance with detailed requirements contained in Technical Specifications sections.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)

END OF SECTION

02050 - 1 Demolition
SECTION 02050

DEMOLITION
PART 1 - GENERAL

1.01 DESCRIPTION
A. Provide all demolition required to perform the work covered under this contract including without limitation:

1. Remove existing construction shown to be removed.

2. Remove and replace existing construction and/or finishes as required to provide access to perform other work included in this contract.

3. Include removal of mechanical and electrical work that is to be abandoned and is contained in construction to be removed whether or not the mechanical and electrical work is shown. Disconnect and cap off utilities in accordance with applicable codes and safety regulations.

4. Where utilities that are not shown pass through construction that must be removed and those utilities serve other areas notify the Engineer before disrupting service. If rerouting is required to maintain service, the Owner may issue a Change Order to accomplish the required work.

5. Store and protect items intended for reuse.

6. Assume ownership of debris and unwanted materials, remove from the site and dispose of legally.
a. Special requirements for waste management during demolition and construction operations.
1) Protect the environment, both onsite and offsite, during demolition and construction operations.
2) Prevent environmental pollution and damage.
3) Maximize source reduction, reuse, and recycling of solid waste.

7. Include the cost of removing and disposing of hazardous material including without limitation asbestos or asbestos-containing material, lead-containing paint, and PCBs.

8. Comply with all State permit requirements for demolition. The Contractor shall perform a pre-demolition survey to determine whether hazardous material is present. If material is identified as hazardous, retain qualified and Statelicensed Contractor to remove and dispose of the materials legally.

9. If illegal electrical wiring is encountered such as "BX" or nonmetallic sheathed cable, notify the Engineer.

1.02 NOISE AND DUST CONTROL
A. Perform work in accordance with requirements in Division 1. Particular attention is directed without limitation to paragraphs titled: Owner and Contractor's Use of Premises, Cleanup During Construction, Fire Protection During Construction, Maintenance of Exit Routes for Building Users, Temporary Dust Barriers, Noise Control and Care of Existing Facilities.

B. Provide temporary partitions to control dust and noise and exclude unauthorized persons.

C. Perform work in a manner to cause least disturbance to building occupants and least damage to work to remain.

02050 - 2 Demolition
D. Maintain adequate means of safe, clear egress for building occupants.

E. Employ all available techniques for construction noise abatement. Use remote, well-mufflered air compressors and newest noise suppressed pneumatic and electric tools.

1.03 WARNING
A. The Contractor is advised that work under this Section may be hazardous. The Contractor is to take all necessary precautions to ensure the safety of workers and property. Removal of and/or working in areas containing even minor amounts of hazardous material including without limitation, asbestos, lead-based paint, PCBs or other hazardous materials requires special precautions, knowledge, and procedures. If hazardous material is suspected, notify the Engineer or Owner.

1.04 QUALITY ASSURANCE
A. Maximize use of source reduction and recycling procedures.

B. Diversion Goals: A minimum 50 percent by weight of total project solid waste to be diverted from landfill or as determined in the construction and demolition materials management forms in Appendix A.

1.05 PRECONSTRUCTION MEETING
A. After award of Contract and prior to the commencement of the Work, schedule and conduct meeting with Owner and Architect to discuss the proposed Waste Management Plan and to develop mutual understanding relative to details of environmental protection.

1.06 SUBMITTALS
A. Information to be submitted in accordance with Section 01300.

B. Submit copies of all executed permits.

C. Solid Waste Management Plan: Not less than 10 days before the Pre-construction meeting, prepare and submit a Solid Waste Management Plan including, but not limited to, the following:

1. List of the recycling facilities, reuse facilities, municipal solid waste landfills and other disposal area(s) to be used. Include:
a. Name, location, and phone number.
b. Copy of permit or license for each facility.

2. Identify materials that cannot be recycled or reused. Provide explanation or justification.

3. Revise and resubmit Plan as required by Owner.
a. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.

02050 - 3 Demolition
PART 2 - PRODUCTS - NOT USED
PART 3 - EXECUTION

3.01 RECOVERABLE MATERIALS
A. The District owns all recoverable materials from the work. The District reserves the first right of refusal for recoverable materials (an example would be pavement grindings), if the District refuses the recoverable materials the Contractor must dispose of all recoverable materials in a proper and legal manner. The Contractor must include in the bid all costs for disposal. If the District decides to keep the material, the Contractor must deliver the material to a location determined by the Engineer within the District limits. Materials removed from the site without the expressed permission of the District will be back charged to the Contractor and deducted from funds due or to become due the Contractor. The District reserves the right to modify its decision regarding refusal up to the point in time the materials are removed from the site.

3.02 SOLID WASTE MANAGEMENT
A. Handling:

1. Clean materials that are contaminated prior to placing in collection containers. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process).

2. Arrange for collection by or delivery to the appropriate recycling or reuse facility.

3. Hazardous Waste and Hazardous Materials: Handle in accordance with applicable regulations.

B. Composting: In accordance with State Extension Service recommendations and as follows:

1. Moisture content: Maintain between 35 percent and 60 percent.

2. Carbon to nitrogen (C/N) ratio: Maintain at approximately 30 to 1 by weight.

3. Do not compost meat or dairy products on site.

4. Where the proposed Waste Management Plan incorporates composting of plastics, assess the potential effect of each type of plastic to be included on the composting process in accordance with ASTM D6002.

3.03 REMOVAL OF CONSTRUCTION IN AREAS TO RECEIVE NEW WORK A. In areas intended to receive new work and/or finishes, remove all unwanted nonstructural partitions, furred walls, chases, suspended or furred ceilings, doors, windows and finishes.

B. Remove all unwanted mechanical and electrical work (whether shown or not) that is not wanted and is not needed to serve other areas that is in, on, or concealed behind work being removed. Cap off or terminate all mechanical or electrical work in accordance with the requirements of Divisions 15 and 16.

02050 - 4 Demolition
C. Protect mechanical and electrical work that serves other areas. Relocate concealed mechanical and electrical work that is required to preserve service to other areas.

D. Remove structural work designated for removal. Take precautions not to damage structural work intended to remain. Where temporary shoring is needed, submit a design prepared by an appropriately licensed engineer for review before proceeding.

E. If structural elements are encountered that were not shown, protect them from damage and report their presence to the Engineer.

3.04 REMOVAL OF LIMITED PORTIONS OF EXISTING CONSTRUCTION TO PERMIT

MODIFICATIONS
A. Provide careful, selective cutting and removal of existing construction as required to permit relocation or modification of partitions, doors, or openings. Cut and remove the least amount of work possible except when a larger area needs to be removed to permit strengthening existing construction or when required to remove finishes to a natural break line such as a corner or change in material.

B. Protect existing construction to remain with temporary coverings.

C. Treat existing mechanical, electrical, or structural work as described in other parts of this Section.

D. When modifications are complete, replace removed work with new construction and finishes to match adjacent existing work. Standards of material and workmanship shall be in accordance with other portions of this Specification or if not covered then in accordance with current practice for this class of work.

Salvaged materials may be used for replacement if in good condition.

3.05 REMOVAL OF EXISTING CONSTRUCTION TO PROVIDE ACCESS TO PERFORM WORK
A. Provide careful selective cutting and removal of existing construction where required to permit installation of new concealed mechanical or electrical work, or installation of equipment, fixtures or devices.

B. Treat existing mechanical, electrical, or structural work as described in other parts of this Section.

C. Replace and/or patch removed construction and finishes in accordance with other parts of this Section.

3.06 PROTECTION OF WORK TO REMAIN
A. Protect all work to remain. Repair damage with materials, workmanship, and finishes matching existing work when new.

B. Most existing floor finishes will not be replaced in this contract. It is essential these floors be protected from any damage due to impact, dirt, abrasion, paints, and solvents.

3.07 CUTTING HOLES IN CONCRETE AND/OR CONCRETE MASONRY UNIT (CMU) A. The Contractor is cautioned that electrical conduits and reinforcing that are not shown on Drawings may be concealed in concrete CMU construction. Use

02050 - 5 Demolition
electronic detection equipment to locate concealed items before cutting holes.

Take all required precautions to avoid damage to existing conduits or reinforcing.

B. New openings in existing concrete walls or slabs may be saw cut to opening perimeter lines where Drawings do not call for adding reinforcing trim bars to strengthen openings. Do not run saw kerfs past corners of openings. Complete concrete removal at opening corners by chipping and grinding. Take all required precautions to avoid water damage to existing construction or the Owner's property.

C. Where Drawings call for adding reinforcing trim bars to strengthen openings, limit saw cutting to a depth of 3/4 inch to avoid cutting existing reinforcing steel.

Carefully chip out concrete to avoid damaging existing reinforcing steel which is to remain.

D. Use chipping guns to chip out small holes for pipes or conduits. Proceed carefully to avoid damage to concealed conduits. Core drilling is permitted only at the Contractor's risk and only with the Engineer's permission. If core drilling is used, the Contractor shall: 1) use electronic detection equipment to locate conduit before drilling, 2) take precaution to avoid water damage to existing construction or the Owner's property, and 3) replace, at its own expense, any damaged electrical or signal wiring or conduits.

3.08 REMOVE UNWANTED FIXED EQUIPMENT
A. Remove unwanted lockers, shelving, hoods, fixed and built-in equipment, machinery, machinery bases and similar items whether shown or not. Cut off protruding bolts or attachment devices flush with existing surfaces.

B. If items are designated on the Drawings to be salvaged, remove them carefully without causing damage.

C. Store and protect items to be reused until time of need on jobsite.

3.09 IF HAZARDOUS MATERIALS ARE ENCOUNTERED
A. If hazardous materials are discovered, comply with paragraph 1.01 of this Section and all applicable laws.

3.10 REMOVAL AND DISPOSAL OF MATERIAL
A. Use debris chutes with covered tops emptying into covered containers.

B. Use rubber tired covered buggies with rubber bumpers to transport debris through occupied sections of buildings.

C. Store debris in suitable covered containers located where directed by the Engineer and remove from site when full. Burning on the site is not permitted.

D. Removed material (other than material to be reused) shall become the property of the Contractor who shall remove it from the site and dispose of it in a legal manner.

3.11 UTILITY LOCATES AND DEMOLITION
A. There are electrical conduits that may nor may not be shown on the Drawings.

Locate, demolish, and restore as required for the construction.

B. Remove and dispose of the existing generator offsite.

02050 - 6 Demolition

END OF SECTION

16010 - 1 General Electrical Requirements
SECTION 16010

GENERAL ELECTRICAL REQUIREMENTS
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Work Included:

1. Provide all required labor, project equipment and materials, tools, construction equipment, safety equipment, transportation, and test equipment, and satisfactorily complete all electrical work shown on the Drawings, included in these Specifications, or required for a complete and fully operating facility. In addition, provide wiring for the equipment that will be provided under other Divisions of these Specifications.

2. Provide conduit, wire and field connections for all motors, motor controllers, control devices, control panels and electrical equipment furnished under other Divisions. Coordinate with the supplier of electrical equipment specified under other Divisions.

3. Provide all conduit, wiring and terminations for all field-mounted instruments furnished and mounted under other Divisions, including process instrumentation primary elements, transmitters, local indicators and control panels. This also includes lightning and surge protection equipment wiring at process instrumentation transmitters if required. Contractor shall install vendor furnished cables specified under other Divisions.

4. Provide a complete raceway system for the specialty cable systems. Install the specialty cable systems in accordance with the system manufacturer’s installation instructions. Review of the raceway layout, prior to installation, with the system supplier and cable manufacturer to ensure raceway compatibility with the system and materials being furnished. Where redundant cables are furnished, install them in separate raceways.

5. Auxiliary Devices: Provide conduit and wire for power and control for all auxiliary devices such as solenoid valves, pressure switches, and instruments that are included as part of a manufacturer's packaged system (i.e., all systems specified in Divisions 11 through 15. Contractor shall be responsible for conduit and wire to these auxiliary devices even if not specifically shown on the Drawings or specified herein.

6. Provide concrete, excavation, backfill and steel reinforcement required for encasement, installation, or construction of the WORK of the various Sections of Division 16 as a part of the WORK under the respective Sections, including duct banks, manholes, handholes, equipment housekeeping pads and light pole bases.

B. Safety: Conduct operations in accordance with NFPA 70E, Standard for Electrical Safety Requirements for Employee Workspaces.

1.02 CODE COMPLIANCE AND REFERENCE STANDARDS
A. Electric equipment, materials and installation shall comply with the National Electrical Code (NEC) and with the latest edition of the following codes and standards:

1. National Electrical Safety Code (NESC)

16010 - 2 General Electrical Requirements

2. Occupational Safety and Health Administration (OSHA)

3. National Fire Protection Association (NFPA)

4. National Electrical Manufacturers Association (NEMA)

5. American National Standards Institute (ANSI)

6. Insulated Cable Engineers Association (ICEA)

7. Instrument Society of America (ISA)

8. Underwriters Laboratories (UL)

9. Factory Mutual (FM)

10. Institute of Electrical and Electronics Engineers

11. American Society of Testing Materials (ASTM)

12. Local Telephone Company requirements

13. Local Utility Company requirements
B. Where reference is made to one of the above standards, the revision in effect at the time of bid opening.

C. All materials and equipment for which a UL standard exists, shall bear a UL label.

No such material or equipment shall be brought onsite without a UL label affixed.

D. If the issue of priority is due to a conflict or discrepancy between the provisions of the Contract Documents and any referenced standard, or code of any technical society, organization or association, the provisions of the Contract Documents will take precedence if they are more stringent or presumptively cause a higher level of performance. If there is any conflict or discrepancy between standard specifications, or codes of any technical society, organization or association, or between Laws and Regulations, the higher performance requirement shall be binding on the Contractor, unless otherwise directed by the Owner/Engineer.

E. In accordance with the intent of the Contract Documents, the Contractor accepts the fact that compliance with the priority order specified shall not justify an increase in Contract Price or an extension in Contract Time nor limit in any way, the Contractor's responsibility to comply with all Laws and Regulations at all times.

1.03 SUBMITTALS
A. Shop Drawings shall be custom prepared for this project and submitted as listed in each of the Electrical Specification Sections. Shop drawings shall include the following:

1. Complete materials list stating manufacturer, brand name and catalog number of each item or class of material.

2. For equipment, panels, boxes, control devices, wiring devices, and other uniquely-tagged items as indicated on the Drawings, include the respective tag(s) on each applicable shop drawing and cut sheet.

3. Shop drawings for grounding work not specifically indicated on the drawings but required under the NEC.

4. Front, side and rear elevations along with top views with required dimensional data.

5. Location of conduit entrances and access plates.

6. Catalog cuts defining component data.

7. Connection diagrams, terminal numbers, internal wiring diagrams, conductor size and cable numbers.

8. Method of anchoring, seismic requirements and weight.

9. Types of materials and finish.

10. Nameplates.

16010 - 3 General Electrical Requirements

11. Temperature limitations, as applicable.

12. Voltage requirements, phase and current, as applicable.

13. Front and rear access requirements.

14. Test reports.

B. O&M Manuals and other documentation shall be submitted in accordance with these contract documents. The manuals shall be prepared specifically for this installation and shall include catalog data sheets, drawings, equipment lists, descriptions, parts lists, etc. to instruct operating and maintenance personnel unfamiliar with such equipment. All manuals and other documentation shall be submitted as listed in each of the Electrical Specification Sections and include the following:

1. A comprehensive index.

2. A complete "As-built" set of approved shop drawings.

3. A complete list of the equipment supplied, including serial numbers, ranges and pertinent data.

4. A table listing of the "as left" settings for all timing relays and alarm and trip set points.

5. System schematic drawings "As-Built", illustrating all components, piping and electrical connections of the system supplied under this Section.

6. Detailed service, maintenance and operation instructions for each item supplied.

7. Special maintenance requirements particular to this system shall be clearly defined, along with special calibration and test procedures.

8. The operating instructions shall also incorporate a functional description of the entire system, with references to the systems schematic drawings and instructions.

9. Complete parts list with stock numbers, including spare parts.

C. Record Drawings shall be promptly furnished when the equipment installation is complete. Payment may be withheld until Record Drawings have been furnished and approved.

D. At the time of delivery of the equipment, the Contractor shall have an approved shop drawing in his possession for the Owner's Inspector and/or Owner's Engineer for verification.

E. As-Built Drawings: As the work progresses, legibly record all field changes on a set of Project Contract Drawings, hereinafter called "As-Built Drawings". The As-Built Drawings and specifications shall be kept up to date throughout the project. AsBuilt Drawings shall accurately show the installed condition of the following items at a minimum:

1. One-line Diagram(s).

2. Raceways and pullboxes.

3. Conductor sizes and conduit fills.

4. Panelboard Schedule(s).

5. Control Wiring Diagram(s).

6. Luminaire Schedule(s).

7. Luminaire, receptacle, and switch outlet locations.

8. Underground raceway and duct bank routing including manhole/handhole locations.

9. Plan view, sizes and locations of switchgear, switchboards, distribution transformers, motor control centers and panelboards.

16010 - 4 General Electrical Requirements

1.04 TESTS
A. The Contractor shall be responsible for factory and field tests indicated in Division 16, as required by the Engineer, and as required by other authorities having jurisdiction.

B. Furnish necessary testing equipment.

C. Pay the costs of the tests, including replacement parts and labor due to damage resulting from damaged equipment or from testing and correction of a faulty installation.

D. Reporting

1. Where test reporting is indicated, submit proof-of-design test reports for mass-produced equipment with the Shop Drawings.

2. Submit factory performance test reports for custom-manufactured equipment for approval prior to shipment.

3. Submit field test reports for review prior to Substantial Completion.

E. Remove and replace equipment or material that fails a test, or, if the Engineer approves, repair and retest for compliance.

F. Connections to equipment or materials with a factory warranty shall be as recommended by the manufacturer and shall be performed in a manner that does not void the warranty.

1.05 PERMITS AND INSPECTIONS
A. Obtain permits and pay all fees required for permits inspections.

B. The Engineer may inspect the fabricated equipment at the factory before shipment to job site. Provide the Engineer with sufficient prior notice so that an inspection can be arranged at the factory.

C. Inspection of the equipment at the factory by the Engineer will be made after the manufacturer has performed satisfactory checks, adjustments, tests and operations.

D. Favorable review of the equipment at the factory only allows the manufacturer to ship the equipment to the project site. The Contractor shall be responsible for the proper installation and satisfactory startup operation of the equipment to the satisfaction of the manufacturer and the Engineer.

1.06 DEMOLITION AND RELATED WORK
A. General

1. Perform electrical demolition work as indicated.

2. The Contractor is cautioned that demolition work may also be indicated on non-electrical Drawings.

3. Coordinate with all trades regarding electrical de-energization, disconnection and removal, and the overall sequence of construction.

B. Electrical Requirements for Removed Equipment

1. Remove dedicated wiring and exposed conduits back to the source.

2. Where control wiring to be demolished shares a conduit with other wiring to remain, the control wiring shall be abandoned in place. Where power wiring to be demolished shares a conduit with other wiring to remain, the power wiring shall be removed.

16010 - 5 General Electrical Requirements

3. Remove power wiring from the power source to the first pullbox or manhole remote from the panel and abandon in place the remaining wiring.

4. Abandon in place wiring routed through encased conduits and cut encased conduits flush to the floor and grout flush with the floor.

5. Remove remote mounted starters, disconnect switches, circuit breakers, sensors, and transmitters.

C. Where new lighting and receptacles are installed in existing structures, remove old lighting, receptacles, switches, wiring and conduits.

D. Junction Boxes

1. Wiring and conduits indicated to be extended shall be terminated in a new junction box with terminal strips.

2. Provide a junction box with a NEMA rating in accordance with the area in which it is located and sized as required by the NEC.

3. Properly identify wires and terminals before disconnection.

E. Removed materials and equipment not indicated to be returned to the Owner shall, upon removal, become the Contractors property and shall be disposed of off-site.

F. Remove and relocate material and equipment indicated to be relocated or reused, and reinstall with care in order to prevent damage.

G. Place materials indicated to be returned to the Owner in boxes, with the contents clearly marked, and store at a location determined by the Engineer.

H. Identification

1. Where switchgear, motor control centers, switchboards or panelboards are indicated to have components, assemblies or circuits removed and/or reconnected, provide the affected equipment compartments with new engraved nameplates matching the existing. Modify panelboard schedule(s) to indicate revised circuits.

2. Pencil or magic marker markings directly on equipment will not be acceptable.

I. A fixed asset disposal form, provided by the Owner, must be completed by the contractor before any equipment is removed or disposed of from the site.

1.07 COORDINATION
A. Coordinate the electrical work with the other trades, code authorities, utilities, and the Owner.

B. Where connections must be made to existing installations, properly schedule all the required work with the Owner. The pump station must remain powered at all times. Refer to the Sequence of Work in Division 01.

C. Switching, safety tagging and other project related tasks required for shutdown or to isolate existing equipment, shall be performed by the Owner.

D. In no case shall the Contractor begin any work in, on or adjacent to existing equipment without written authorization from the Engineer.

E. Modifications

1. Perform modifications or alterations to existing electrical facilities as required to successfully install and integrate the proposed electrical equipment as indicated.

16010 - 6 General Electrical Requirements

2. Perform modifications to existing equipment, panels and cabinets in a professional manner. Repair coatings of existing equipment to match existing

3. The costs for modifications to existing electrical facilities that are required for a complete and operable system shall be included as part of the Work.

F. Existing Utilities

1. Exercise extreme caution when digging trenches to not damage existing underground utilities.

2. The cost of repairs of damages caused during construction shall be included as a part of the Work.

G. Field Verifications

1. Visit the site before submitting a Bid to become better acquainted with the Work of this Contract.

2. The lack of knowledge will not be accepted as justification for extra compensation to perform the Work.

3. The Contractor shall be responsible for identifying available existing circuit breakers in lighting panel for the intended use as required.

4. The Contractor shall be responsible for field verifying the available space in switchgear, switchboards and/or motor control centers to integrate new overcurrent protective devices meeting the requirements of these Specifications.

5. The cost for the above field verifications shall be included as part of the Work.

H. Installation of Temporary Power

1. To facilitate the continuous operation of existing equipment, provide temporary equipment as indicated.

2. Submit installation and connection details for favorable review and acceptance by the Engineer.

3. Costs associated with these temporary installations shall be included as part of the Work.

4. Temporary wiring and equipment shall remain the property of the Contractor unless indicated otherwise.

1.08 ELECTRICAL SERVICES
A. Contact the serving utility and verify compliance with requirements before construction.

B. Coordinate schedules and payments for Work by utilities.

C. Where conduits and conductors in the Work are indicated to be larger, heavier schedule, or have greater protective coating than utility requirements, provide the larger size, heavier schedule or greater protection.

D. Provide electrical service as indicated and as required by the serving utility.

E. Verify and provide service conduits, fittings, transformer pad, grounding devices and service wires not provided by the serving utility.

F. Verify with the utility the exact location of each service point and type of service, and pay charges levied by the serving utilities as part of the Work.

1.09 LOCATIONS
A. General: Use equipment, materials, and wiring methods suitable for the types of locations in which they are located, as defined in Paragraph B. herein.

16010 - 7 General Electrical Requirements
B. Definitions of Types of Locations:

1. Dry Locations: All those indoor areas which do not fall within the definitions below for Wet, Damp, Hazardous, or Corrosive Locations and which are not otherwise designated on the Drawings.

2. Wet Locations: All locations exposed to the weather, whether under a roof or not, unless otherwise designated on the Drawings.

3. Damp Locations: All spaces wholly or partially underground or having a wall or ceiling forming part of a channel or tank, unless otherwise designated on the Drawings.

4. Hazardous Locations: All areas in which fire or explosion hazards may exist, normally or accidentally, due to flammable gases or vapors, flammable liquids, combustible dust, or ignitable fibers or flyings. These areas are shown on the Drawings, together with the Class and Division designations as defined in the NEC, determining the enclosure types and wiring methods required.

5. Corrosive Locations: Areas where chlorine or sulfur dioxide gas under pressure, sulfuric acid, or liquid polymer are stored or processed. These areas are shown on the Drawings.

C. Unless otherwise specified herein or shown on the Drawings, electrical enclosures and associated installations shall have the following ratings:

1. NEMA 1 gasketed or 12 for dry, non-process indoor above grade locations

2. NEMA 3R for outdoor installations identified not to be hazardous or corrosive.

3. NEMA 4X enclosures of Type 304 or 316 stainless steel in corrosive areas except in chlorine and HFS areas where non-metallic enclosures shall be provided.

4. NEMA 6 or 6P enclosures for submersible, indoor or outdoor use.

Enclosures for temporary submersion shall be rated NEMA 6 and prolonged submersion shall be rated 6P at limited depth.

5. NEMA 7 enclosures (and listed for use in the area classifications shown) for "Class 1 Div. 1 Group D" and "Class 1 Div. 2 Group D" hazardous locations shown on the Drawings or as defined in NFPA 820 or other codes.

6. NEMA 9 enclosures (and listed for use in the area classifications shown) for "Class 1 Div. 1 Group E, F and G" and "Class 1 Div. 2 Group E, F and G" hazardous locations shown on the Drawings or as defined in NFPA 820 or other codes.

D. Equipment, materials, and installation in areas designated as hazardous on the Drawings shall comply with NEC Articles 500, 501, 502 and 503.

E. Equipment and materials installed in areas designated as hazardous on the Drawings shall be UL Listed for the appropriate hazardous area classification.

1.10 PHASE BALANCING
A. The Drawings do not attempt to balance the electrical loads across the phases.

Circuits on motor control centers and panelboards shall be field connected to result in evenly distributed loads across all three phases.

B. Field balancing of circuits shall not alter the conductor color coding requirements defined in Section 16120.

16010 - 8 General Electrical Requirements

1.11 SIZE OF EQUIPMENT
A. Investigate each space in the structure through which equipment must pass to reach its final location. Coordinate shipping splits with the manufacturer to permit safe handling and passage through restricted areas in the structure.

B. The equipment shall be kept upright at all times during storage and handling.

When equipment must be tilted for passage through restricted areas, brace the equipment to ensure the tilting does not impair the functional integrity of the equipment.

PART 2 - PRODUCTS

2.01 GENERAL
A. Products that are specified by manufacturer, trade name or catalog number establish a standard of quality and do not prohibit the use of equal products of other manufacturers provided they are favorably reviewed by the Engineer prior to installation.

B. It is the intent of these Specifications and Drawings to secure high quality in all materials and equipment in order to facilitate operation and maintenance of the facility. All equipment and materials shall be new and the products of reputable suppliers having adequate experience in the manufacture of these particular items.

For uniformity, only one manufacturer will be accepted for each type of product. All equipment shall be designed for the service intended and shall be of rugged construction, of ample strength for all stresses, which may occur during fabrication, transportation, erection, and continuous or intermittent operation. All equipment shall be adequately stayed, braced and anchored and shall be installed in a neat and workmanlike manner. Appearance and safety, as well as utility, shall be given consideration in the design of details.

C. All components and devices installed shall be standard items of industrial grade, unless otherwise noted, and shall be of sturdy and durable construction suitable for long, trouble-free service. Light-duty, fragile and competitive grade devices of doubtful durability shall not be used.

D. Where a NEMA enclosure type is indicated in a non-hazardous location, use that type of enclosure despite the fact that certain modifications such as cutouts for control devices may negate the NEMA rating.

E. Temperature Ratings of Equipment Terminations and lugs shall be rated for use with 75-degree C conductors. Wire sizes in the Contract Documents are based on NEC ampacity tables using the 75-degree C ratings.

2.02 MOUNTING HARDWARE
A. Miscellaneous Hardware

1. Provide nuts, bolts and washers constructed of stainless steel.

2. Provide threaded rods for trapeze supports, located indoors, constructed from continuous threaded galvanized steel, 3/8-inch diameter minimum.

3. Slotted channel
a. Construct struts for mounting of conduits and equipment of 316 stainless steel.

16010 - 9 General Electrical Requirements
b. Where contact with concrete or dissimilar metals may cause galvanic corrosion, use suitable non-metallic insulators to prevent such corrosion.
c. Slotted channel manufacturer shall be Unistrut, B-Line or approved equal.

4. Provide plastic protective end caps for all exposed slotted channel ends. End caps shall be manufactured by Unistrut P2860-33 or approved equal

5. Provide stainless steel expansion anchors for attaching equipment to concrete walls, floors and ceilings. Expansion anchors shall be manufactured by Power Fasteners, Inc and be the "Power-Bolt" or "Power-Stud" series or approved equal.

2.03 LENS COLOR SCHEME
A. Indicating light lens colors shall be red for “Run”, “Open” or “On”; green for “Stop”, “Close” or “Off”; and amber for alarm.

2.04 NAMEPLATES
A. For each piece of electrical equipment, provide a manufacturer's nameplate showing his name, location, the pertinent ratings and the model designation.

B. Identify each piece of equipment and related controls with a rigid laminated engraved phenolic nameplate. Engrave nameplates with the inscriptions indicated on the Drawings and, if not so indicated, with the equipment name. Securely fasten nameplates in place using fasteners constructed of brass, cadmium plated steel or stainless steel and screwed into inserts or tapped holes as required.

Where no inscription is indicated on the Drawings, furnish nameplates with an appropriate inscription furnished by the Engineer upon prior request by the Contractor.

C. Provide engraved characters of the block style, with no characters smaller than 1/8 inch top to bottom.

D. Each control device, including pushbuttons, control switches, and indicating lights, shall have an integral legend plate or nameplate indicating the device function.

These shall be inscribed as indicated on the Drawings or as favorably reviewed by the Engineer.

E. At the service entrance equipment, provide sign inscribed with 1/4 inch letters:
"EMERGENCY STANDBY POWER IS SUPPLIED FROM THE GENERATOR".

2.05 PROTECTIVE MATTING
A. Provide full-length, high-voltage switchboard matting in front of indoor switchgear, service equipment and motor control centers.

B. For equipment rated at 600-volt, provide matting that is ¼-inch thick and 42" wide.

C. Protective matting shall be as manufactured by Rhino or approved equal.

2.06 PAINTING
A. Equipment: Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. Repair any final paint finish, which has been damaged or is otherwise unsatisfactory, to the satisfaction of the Engineer.

16010 - 10 General Electrical Requirements
B. Wiring System: Paint all exposed conduits, boxes and fittings to match the color of the surface to which they are affixed. Paint finishes shall include proper surface preparation, prime coat and a final finish coat, and shall conform to Section 09960.

PART 3 - EXECUTION

3.01 REQUIREMENTS
A. All electrical installations shall conform to the codes and standards outlined in this Section.

3.02 WORKMANSHIP
A. Assign a qualified representative who shall supervise the electrical construction work from beginning to completion and final acceptance.

B. Perform all labor using qualified craftsmen, who have had experience on similar projects. Provide first-class workmanship for all installations.

C. Ensure that all equipment and materials fit properly in their installations.

D. Perform any required work to correct improperly fit installations at no additional expense to the Owner.

E. Provide materials and incidental required for a complete and operable system, even if not required explicitly by the Contract Documents.

F. Typical incidentals are terminal lugs not furnished with vendor-supplied equipment, compression connectors for cables, splices, junction and terminal boxes, and control wiring required by vendor-furnished equipment to connect with other equipment indicated in the Contract Documents.

3.03 EXCAVATION AND BACKFILL
A. Provide the excavations for electrical equipment foundations and trenches for conduits as shown on the Drawings.

B. Exercise caution during all excavation work and avoid damage to existing underground pipes. Exercise extreme caution when working near existing electrical conduits and facilities. Field verify the location of all electrical facilities before proceeding with any nearby work.

C. Refer to Division 2, Earthwork, of these Specifications for all excavation and backfilling work.

3.04 CONCRETE
A. Where shown on the Drawings or specified, provide the required concrete installations for conduit encasement and equipment foundations.

B. Refer to Division 3, Concrete, of these Specifications for all concrete work.

3.05 CONDUCTOR IDENTIFICATION
A. Identify all wires and cables in conformance with the requirements of Sections 16120, 16122, and 16124. This requirement applies to all equipment provided under this contract, regardless of Division, as well as to all conductors provided or worked on during this contract.

16010 - 11 General Electrical Requirements

3.06 CONCRETE HOUSEKEEPING PADS
A. Provide concrete housekeeping pads for indoor floor-standing electrical equipment.

B. Install all floor-mounted equipment on 4-inch-high reinforced concrete pads. The Contractor, suppliers, and fabricators shall take this requirement into consideration when designing, fabricating, and installing panels, motor control centers, and other enclosures so that height above the floor of the operating handles of electrical devices meets the requirements of these Specifications and applicable codes.

C. Provide concrete housekeeping curbs 3-inches above the finished floor or grade for conduit stub-ups in indoor locations that are not concealed by equipment enclosures.

3.07 CUTTING, DRILLING, AND WELDING
A. Provide any cutting, drilling, and welding that is required for the electrical construction work.

B. Structural members shall not be cut or drilled, except when favorably reviewed by the Engineer. Use a core drill wherever it is necessary to drill through concrete or masonry.

C. Provide the required welding for equipment supports. Conduits and fittings shall not be welded to structural steel.

D. Perform patch work with the same materials as the surrounding area and finish to match, as specified in Division 3 of these Specifications.

3.08 METAL PANELS
A. Mount all metal panels which are mounted on or abutting concrete walls in damp locations or any outside walls 1/4 inch from the wall and paint the back sides of the panels with a high build epoxy primer. Film thickness shall be 10 mils minimum.

3.09 PROTECTIVE DEVICE COORDINATION
A. Perform power system studies and provide protective device coordination in accordance with Section 16961.

3.10 TESTING
A. Perform acceptance testing in accordance with Section 16950.

B. Perform additional testing as indicated within specific equipment sections.

3.11 EQUIPMENT STORAGE AND PROTECTION
A. During construction, provide adequate storage for all equipment and materials that will become part of the completed facility so that it is protected from weather, dust, water, and other environmental impacts, or damage from construction operations.

B. Store and protect products in accordance with manufacturer's instructions. Seals and labels shall be intact and legible.

C. Store moisture sensitive products including electrical equipment, instruments and controls in weathertight, humidity and temperature-controlled enclosures to avoid condensation and dust buildup.

16010 - 12 General Electrical Requirements
D. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions.

E. Exercise care at all times after installation of equipment, motor control centers, etc., to keep out foreign matter, dust, dirt, debris, or moisture. Use protective sheet-metal covers, canvas, heat lamps, etc., as needed to ensure equipment protection.

3.12 CLEANING EQUIPMENT
A. Before final acceptance, thoroughly clean the electrical Work of cement, plaster and other materials.

B. Clean out and vacuum all construction debris from the bottom of all equipment.

C. Provide and touch-up to original condition any factory painting that has been marred or scratched during shipment or installation, using paint furnished by the equipment manufacturer.

D. Remove temporary tags, markers, stickers and the like.

E. Remove all oil and grease spots with a non-flammable cleaning solvent by carefully wiping and scraping cracks and corners.

F. Clean luminaires inside and out.

G. Dispose of cleaning debris and refuse off-site.

END OF SECTION

16110 - 1 Electrical Raceway Systems
SECTION 16110

ELECTRICAL RACEWAY SYSTEMS
PART 1 - GENERAL

1.01 SCOPE OF WORK
A. Furnish and install complete raceway systems as shown on the drawings and as specified herein.

B. Raceways and conductors that are listed on the conduit and cable schedules are generally not shown on the Drawings, except where they are required to pass through a restricted or designated space and the Contractor would benefit from additional information. Conduit block diagrams indicate exposed conduits as solid lines and shall be run near the ceilings or along walls of the areas through which they pass and shall be routed to avoid interferences with HVAC ducts, cranes and hoists, lighting fixtures, doors and hatches, etc. Conduit block diagrams indicate concealed or buried conduits as dashed lines and shall be run in underground duct banks, center of concrete floor slabs, in partitions, or above hung ceilings as required.

C. In the event that individual equipment loads provided are larger than indicated in the Contract Documents, revise raceways, conductors, starters, overload elements, and branch circuit protectors as necessary in order to control and protect the increased connected load in conformance to NEC requirements as part of the WORK.

1.02 REFERENCE STANDARDS
A. American National Standards Institute (ANSI) Publications:

1. C80.1 Specification for Zinc Coated Rigid Steel Conduit

2. C80.5 Specifications for Rigid Aluminum Conduit
B. Federal Specifications (FS):

1. FS W C 1094 W C 1094A Conduit and Conduit Fittings, Plastic, Rigid

2. FS WW C 540 WW C 540A Conduit, Metal, Rigid, (Electrical, Aluminum)

3. WW C 540C Conduit, Metal, Rigid & Coupling, Elbow &
Nipple, Electrical Conduit, Aluminum

4. FS WW C 566 WW C 566C Flexible Metal Conduit
C. National Electrical Manufacturers Association (NEMA) Publications:

1. RN 1 Polyvinyl Chloride Externally Coated Galvanized Rigid Steel Conduit and Electrical Metallic Tubing

2. TC2 Electrical Polyvinyl Chloride (PVC) Conduit

3. TC3 Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing

4. TC 6 PVC and ABS Plastic Utilities Duct for Underground Installation

5. TC14 Reinforced Thermosetting Resin Conduit (RTRC) and Fittings D. Underwriters Laboratories (UL) Standards:

1. 6 Rigid Metal Electrical Conduit

2. 6A Electrical Rigid Metal Conduit – Aluminum, Red Brass and Stainless Steel

3. 360 Liquid-Tight Flexible Metal Conduit

16110 - 2 Electrical Raceway Systems

4. 651 Electrical Rigid Nonmetallic Conduit and Fittings

5. 651A Type EB and A Rigid PVC Conduit and HDPE Conduit

6. 2515 Aboveground Reinforced Thermosetting Resin Conduit

1.03 SUBMITTALS
A. Submit complete catalog cuts of raceways, fittings, boxes, supports, and mounting hardware, marked where applicable to show proposed materials and finishes.

B. Prepare as-built drawings of encased concealed and exposed raceways, ducts, raceways, junction boxes, pull boxes, and electrical and instrumentation equipment.

1.04 LOCATIONS
A. Refer to Section 16010 for definitions of types of locations.

PART 2 - PRODUCTS

2.01 GENERAL
A. Pull and junction boxes, fittings and other indicated enclosures that are dedicated to the raceway system shall comply with the requirements of this Section.

B. Provide exposed conduit of 3/4-inch minimum trade size and encased conduit of 1- inch minimum trade size.

C. The use of short sections of 1/2-inch flexible conduit for final termination of field control devices and instrumentation is permitted. They may not be longer than 36 inches in length and may only transition to the smaller size junction boxes or condulets at the field device.

2.02 CONDUIT RACEWAYS
A. Galvanized Rigid Steel Conduit (GRS) shall be manufactured from mild steel, hotdip galvanized inside and out, conforming to ANSI C80.1 and UL 6. Couplings shall be threaded type. Manufacturers shall be Allied Tube and Conduit, Wheatland Tube or approved equal.

B. PVC coated rigid steel conduit (PGRS) shall meet the requirements of GRS above.

A PVC coating shall be bonded to the outer surface with a thickness not less than 40 mils. The inside surfaces and threads of the conduit shall be provided with a 2- mil urethane coating. PGRS shall be manufactured in accordance with UL-6, ANSO C80.1 and NEMA RN1. Manufacturers shall be Robroy Industries PermaCote or Plasti-Bond series, Thomas & Betts Ocal Blue or approved equal.

C. Rigid Nonmetallic Conduit: Rigid nonmetallic conduit shall be PVC Schedule 80 (PVC 80) and sunlight resistant. Conduit shall be approved for underground use and for use with 90°C wires and shall conform to NEMA TC-2 and UL 651.

Manufacturers shall be Carlon, Cantex or approved equal.

2.03 CONDUIT SUPPORTS
A. For indoor, dry locations, supports for individual conduits shall be galvanized malleable iron one-hole type with conduit back spacer. All other locations shall be Type 316 stainless steel.

16110 - 3 Electrical Raceway Systems
B. For indoor, dry locations, supports for multiple conduits shall be hot-dip galvanized Unistrut or Superstrut channels, or equal. All associated hardware shall be hot-dip galvanized. All other locations shall be Type 316 stainless steel.

2.04 FITTINGS
A. General

1. For use with metallic conduit, provide cast and malleable iron fittings of the threaded type with 5 full threads.

2. Fittings
a. Provide fittings with neoprene gaskets and non-magnetic stainless-steel screws.
b. Attach covers by means of holes tapped into the body of the fittings. c. Covers for fittings attached by means of clips or clamps will not be accepted.

3. Terminations
a. In outdoor areas, terminate conduit in rain-tight hubs as manufactured by Myers, O.Z. Gedney, Appleton or approved equal.
b. In other than outdoor areas, provide sealed locknuts and bushings.

B. Fittings for use with rigid steel shall be hot dipped galvanized steel or galvanized cast ferrous metal; access fittings shall have gasketed cast covers and be CrouseHinds Condulets, Appleton Unilets, or equal. Provide threaded-type couplings and connectors; set-screw type and compression-type are not acceptable.

C. Fittings for use with PVC-coated GRS conduit shall be PVC-coated that are the products of the same manufacturer as the conduit. Both male and female threads and internal surfaces shall contain a 2-mil urethane coating.

D. Fittings for use with rigid nonmetallic conduit shall be PVC and have solvent-weldtype conduit connections. ). Manufactures shall be Carlon, Crouse-Hinds, Hoffman or approved equal. Combination expansion-deflection fittings with internal grounding shall be installed where conduit movement is expected in more than one dimension, and where conduits transition out of structures in locations where differential settlement may occur. Combination expansion/deflection fittings shall be manufactured by Crouse-Hinds Type XJGD or approved equal.

E. Expansion fittings with internal grounding shall be installed wherever exposed raceway cross building expansion joints. Expansion fittings shall be Crouse Hinds Type XLGSA or approved equal.

F. Union couplings for conduits shall be the Erickson type and shall be Appleton Type EC, O.Z. Gedney 3-piece Series 4, or approved equal. Threadless couplings shall not be used.

G. Bushings:

1. Bushings shall be the insulated type.

2. Bushings for rigid steel conduit shall be hot dip galvanized insulated grounding type, O.Z. Gedney Type HBLG, Appleton Type GIB, or approved equal.

2.05 BOXES
A. Boxes specified herein are for use with raceway systems only. Boxes used for housing electrical and instrumentation equipment shall be as described elsewhere in these Specifications.

16110 - 4 Electrical Raceway Systems
B. NEMA 1 Areas: NEMA 1 terminal boxes, junction boxes, pull boxes, etc. shall be either sheet or cast malleable iron or aluminum depending on raceway material.

Boxes shall be suitable for wall mounting or have feet where self-standing. Boxes shall have continuously welded seams and welds shall be ground smooth. Box bodies shall be flanged and shall not have holes or knockouts. Box bodies shall not be less than 14-gauge metal and covers shall not be less than 12-gauge metal.

All boxes shall have hinged gasketed doors with quarter turn latches or 3-point latch (single operator) system on enclosures larger than 36 inches wide or 32 inches tall. Terminal boxes shall be furnished with terminal mounting straps and brackets. Terminal blocks shall be NEMA type, not less than 20A, 600V. Boxes shall be Concept Series as manufactured by Hoffman Engineering Co. or approved equal.

C. NEMA 4X Areas: NEMA 4X terminal boxes, junction boxes, pull boxes, etc. shall be Type 316 stainless steel. Boxes shall be suitable for wall mounting or have feet where self-standing. Boxes shall have continuously welded seams and welds shall be ground smooth. Box bodies shall be flanged and shall not have holes or knockouts. Box bodies shall not be less than 14-gauge metal and covers shall not be less than 12-gauge metal. All boxes shall have hinged gasketed doors with quarter turn latches or 3-point latch (single operator) system on enclosures larger than 36 inches wide or 32 inches tall. Terminal boxes shall be furnished with terminal mounting straps and brackets. Terminal blocks shall be NEMA type, not less than 20A, 600V. Boxes shall be Concept Series as manufactured by Hoffman Engineering Co. or approved equal.

2.06 WIREWAYS AND AUXILIARY GUTTERS
A. General: Wireways shall consist of a prefabricated channel-shaped trough with hinged or removable covers, associated fittings, and supports. Straight sections shall not be longer than 5 feet. Separate power, control, signal and communications cables by grounded metallic dividers in wireways or run in separate wireways. Cross-sectional dimensions shall be as indicated on the Drawings. Fittings shall consist of elbows, tees, crosses, and closing plates as required.

B. Interior Locations: All components shall be constructed from sheet steel not less than 14 gauge and coated with a corrosion-resistant gray paint. Covers shall be held closed with hinges and clamps.

C. Ground the steel and aluminum wireway bodies. Provide steel dividers with steel wireways or aluminum dividers with aluminum wireways, and ground by means of an individual grounding conductor.

D. Terminate conduits in all wet and damp locations with rain-tight hubs as manufactured by O.Z. Gedney, Myers or approved equal. In finished areas, provide sealed locknuts and bushings.

2.07 CONDUIT SEALANTS
A. Moisture Barrier Types: Sealant shall be a non-toxic, non-shrink, non-hardening, putty type hand applied material providing an effective barrier under submerged conditions.

B. Fire Retardant Types: Fire stop material shall be a reusable, non-toxic, asbestosfree, expanding, putty type material with a 3-hour rating in accordance with UL

16110 - 5 Electrical Raceway Systems
1479. Provide products indicated by the manufacturer to be suitable for the type and size of penetration.

PART 3 - EXECUTION

3.01 CONDUIT, RACEWAY AND FITTING INSTALLATION
A. No wire shall be pulled until the raceway system is complete in all details; in the case of concealed work, until all rough plastering or masonry has been completed; in the case of exposed work, until the raceway system has been completed in every detail.

B. From pull point to pull point, the sum of the angles of all of the bends and offsets shall not exceed 270 degrees.

C. Coat threads with a conductive lubricant before assembly.

D. Provide joints that are tight, thoroughly grounded, secure, and free of obstructions by use of a mandrel. Adequately ream the conduit in order to prevent damage to the wires and cables inside. Use strap wrenches and vises to install the conduit in order to prevent wrench marks on the conduit. Any conduit with wrench marks shall be replaced.

E. The ends of all conduits shall be tightly plugged to exclude dust and moisture during construction. Duxseal, or 3M seal spray shall be used in all applications.

Plugging with tape is prohibited, even for short periods of time.

F. For power, control and signal circuits, provide conduit per Conduit Use Tables below, unless specifically indicated otherwise on the Drawings:

1. Exception: For raceways leaving a building above grade and then going below grade, provide PVC-coated GRS from a point 3 feet above grade to a point 5 feet from the building wall.

G. Unless boxes have cast, threaded hubs, provide insulated type metallic grounding bushings for metallic conduits at all boxes. Bond together all conduits to provide continuity of the equipment grounding system. Size bonding conductor per NEC.

H. Conduits embedded in concrete floors on grade shall be installed between grids of reinforcing steel, or shall be encased below the floors, provided the concrete is thickened in a manner satisfactory to the Engineer. Installation of conduit below the bottom of this slab is not acceptable; embedding or encasing is required.

I. Damage to PVC coating of coated conduits or fittings shall be repaired with factory-approved PVC patching material to the original factory condition.

J. Conduit Supports: Properly support all conduits as required by the NEC. Run all conduits exposed except where the Drawings indicate that they are to be embedded in the floor slab, walls, or ceiling, or to be installed underground.

1. Exposed Conduits:
a. Support exposed conduits within 1 foot of any outlet and at intervals not exceeding NEC requirements; wherever possible, group conduits together and support on common supports. Support exposed conduits fastened to the surface of the concrete structure by one-hole clamps, or with channels. Use conduit spacers with one-hole clamps. Coordinate conduit locations with piping, equipment, fixtures, and with structural and architectural elements. Conduits attached to walls or columns shall be as unobtrusive as possible and shall avoid windows. Run all

16110 - 6 Electrical Raceway Systems
exposed conduits parallel to building lines. No diagonal runs will be accepted. Bends in parallel runs shall be concentric and shall be run straight and true.
b. Group together exposed conduits in horizontal runs located away from walls and support on trapeze hangers. Arrange such conduits uniformly and neatly. Trapeze hangers shall consist of channels of adequate size, suspended by means of minimum 3/8” diameter rods or other suitable means from the ceiling or from pipe hangers. Install such runs so as not to interfere with the operation of valves or any other equipment, and keep at least 6 inches clear of any pipe which may operate at more than 100°F. Treat cut surfaces or damaged ends with corrosion-resistant coatings such as "Devcon Z", prepared by Subox Coatings; "Galvanox Type I", prepared by Pedley-Knowles; or approved equal. Application shall follow manufacturer's recommendation.

K. All conduit penetrations through interior and exterior walls and floors shall be sealed with fire retardant type conduit sealant.

L. Conduit Identification: In each handhole, pullbox, cabinet, motor control center or other equipment enclosure, identify each conduit using the conduit number shown on the Drawings by means of a stamped brass tag affixed with stainless steel wire; where affixing a tag is not feasible, identify conduits by affixing a brass tag with epoxy or other approved method of stenciling to the wall or structure adjacent to the conduit terminus.

M. Conduit Seals:

1. Moisture Seals: Provide in accordance with NEC Paragraph 300.5(g).

2. Gas Seals: Provide in accordance with NEC Paragraph 501.5.

CONDUIT USE TABLE 1
Inside Buildings
Exposed
Circuit Type Standard
Power & 120
Vac Control
GRS
Signal GRS
CONDUIT USE TABLE 2
Outside Buildings Transition
Circuit Type Exposed
Within 5 Feet
of Building
Power & 120 Vac
Control
PVC Coated GRS PVC Coated
GRS
Signal PVC Coated GRS PVC Coated
GRS
* Provide ground wire sized per NEC requirements for all circuits.

Notes:

1. Generally, the Conduit Use Tables apply.

2. Signal circuits are those subject to RF interference or induced current. MSPs, TSPs, telephone cable, coaxial cable, and manufacturer's cables specially designed for low level signals are all presumed to be part of signal circuits.

16110 - 7 Electrical Raceway Systems

3.02 WIREWAY INSTALLATION
A. Straight sections and fittings shall be solidly bolted together to be mechanically rigid and electrically continuous. Dead ends shall be closed. Unused conduit openings shall be plugged.

B. Wireways shall be supported every 5 feet.

C. Wireways and auxiliary gutters shall not contain wiring or control devices and shall not extend over 30 feet in length.

END OF SECTION

16110 - 8 Electrical Raceway Systems

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16120 - 1 Low Voltage Wire and Cable
SECTION 16120

LOW VOLTAGE WIRE AND CABLE
PART 1 - GENERAL

1.01 SCOPE OF WORK
Furnish labor, materials, equipment, and incidentals necessary to install field wire and cable specified under this Section. Electrical work shall be in accordance with Specification 16010 – General Electrical Requirements.

Work shall include building wire, cable, wiring connections and terminations and modular wiring systems.

1.02 REFERENCE STANDARDS
American Society for Testing and Materials (ASTM):

1. B3-74 Specification for Soft or Annealed Copper Wire

2. B8-77 Specification for Concentric Lay Stranded Copper Conductors, Hard, Medium-Hard, or Soft

3. B173-71 Specification for Rope Lay Stranded Copper Conductors Having Concentric Stranded Members
Insulated Cable Engineers Association (ICEA):

1. S-66-524 Cross-Linked Thermosetting Polyethylene Insulated Wire and Cable
International Electrical Testing Association (NETA):

1. ATS Acceptance Testing Specifications
National Electrical Manufacturers Association

1. WC-3 Rubber Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy

2. WC-5 Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy
Underwriters Laboratories (UL) Standards:

1. 62 Flexible Cords and Fixture Wire

2. 510 Insulating Tape

3. 1063 Stranded Conductors for Machine Tool Wire

1.03 SUBMITTALS
Submit the following material or equipment data:

1. Each type of cable and wire to be used.

2. Cable and wire splices

3. Wire markers

1.04 DELIVERY, STORAGE AND HANDLING
The Contractor shall protect all cable and wire from being damaged at all times.

Cable ends shall be protected from water entry in accordance with the manufacturer’s recommended procedures. Cable ends shall not be left open in manholes or other locations subject to submergence. If the cable ends become

16120 - 2 Low Voltage Wire and Cable
submerged prior to splicing or termination, the cables shall be replaced in their entirety.

Cables shall be pulled into raceways in accordance with the manufacturer’s requirements. Under no circumstances shall cable pulling tensions exceed the manufacturer’s written instructions.

Pulling tensions on raceway cables shall be within the limits recommended by the cable manufacturer. Wire pulling lubricant, where needed, shall be UL approved.

PART 2 - PRODUCTS

2.01 CONDUCTORS
General: Conductors, including grounding conductors, shall be stranded copper.

Aluminum conductor and/or solid conductor wire and cable will not be permitted.

Insulation shall bear the UL label, the manufacturer's trademark, and identify the type, voltage, and conductor size. Conductors except flexible cords and cables, fixture wires, and conductors that form an integral part of equipment such as motors, controllers, and industrial control panels shall conform to the requirements of Article 310 of the National Electric Code, latest edition, for current carrying capacity. Flexible cords and cables shall conform to Article 400, and fixture wires shall conform to Article 402. Wiring shall have wire markers at each end.

Power and Control Conductors, 600 volts and Below:

1. Solid copper wires shall be 600-volt Type XHHW, sizes #12 and #10 AWG for use with lighting and receptacle circuits only.

2. Stranded copper wire for power circuits shall be 600-volt Type XHHW or RHW, Class B stranding, sizes #12 AWG and larger.

3. Stranded copper wire for control circuits shall be 600-volt Type XHHW or RHW, Class B stranding, size #14 AWG.

4. Control wires inside panels and cabinets shall be machine tool grade type MTW, UL approved, rated for 90 degrees C at dry locations.

5. Fixture wire shall be 600-volt, silicone rubber insulated, 200°C, UL Type SF 2, with stranded copper conductors.

6. Cords shall be 600-volt, 2 conductor plus ground, Type SO, hard service, of adequate length and with grounding type plug attached, rated in amperes as shown on the Drawings.

7. Conductors for feeders as defined in Article 100 of the NEC shall be sized to prevent a voltage drop exceeding 3 percent at the farthest outlet of power, heating, and lighting loads, or combinations of such loads, and where the maximum total voltage drop on both feeders and branch circuits to the farthest connected load does not exceed 5 percent.

8. Conductors for branch circuits as defined in Article 100 of the NEC shall be sized to prevent voltage drop exceeding 3 percent at the farthest connected load or combinations of such loads and where the maximum total voltage drop on both feeders and branch circuits to the farthest connected load does not exceed 5 percent.

2.02 SPLICES AND TERMINATIONS OF CONDUCTORS
Splices:

1. Wire and Cable Splicing Materials and Applications:

16120 - 3 Low Voltage Wire and Cable
a. For Lighting Systems and Power Outlets: Wire nuts shall be twist-on type insulated connectors utilizing an outer insulating cover and a means for connecting and holding the conductors firmly. They shall be UL listed and suitable for connecting two to four solid copper conductors of #14 or #12 AWG size or two or three #10 AWG solid copper conductors.
b. All Equipment: Crimp type connectors shall be insulated type with nylon jacket, suitable for the size and material of the wires and the number of wires to be spliced and for use with either solid or stranded conductors.

They shall be UL listed.
c. Division 16 Equipment and Power Conductors: Bolted pressure connectors shall be suitable for the size and material of the conductors to be spliced. They shall be UL listed and of the split bolt or bolted split sleeve type in which the bolt or set screw does not bear directly on the conductor.
d. All Equipment: Epoxy splice kits shall include epoxy resin, hardener, and mold, and shall be suitable for use in wet locations and hazardous locations.

2. Terminal Cabinets: Termination system shall include insulated, crimp-type connectors. Coordinate the lug and boards for correct fit. All terminations shall include marker sleeves.

Terminations:

1. Low Voltage Terminations:
a. Crimp type terminals shall be UL listed, self-insulating sleeve type, with ring or rectangular type tongue, suitable for the size and material of the wire to be terminated, and for use with either solid or stranded conductors.
b. Terminal lugs shall be UL listed and of the split bolt or bolted split sleeve type in which the bolt or set screw does not bear directly on the conductor. Tongues shall have NEMA standard drilling.
c. Crimp with manufacturer recommended ratchet-type tool with calibrated dies. Hand crimping tools are not acceptable.

Tape used for splices and terminations shall be compatible with the insulation and jacket of the cable and shall be of plastic material. Tape shall conform with UL 510. Varnished cambric, rubber and thermoplastic tape shall be used for all splitbolt terminations.

Wire markers shall be heat shrink type (Raychem; T&B; or equal). Wire identification numbers shall be permanently imprinted on the markers. In locations which are not practical for heat shrink type labels, such as conduit bodies and small pull boxes, machine-printed, adhesive backed wire markers shall be used.

Markers shall be custom-printed with the full identification string. Individual character markers and clip-on wire markers are not acceptable.

PART 3 - EXECUTION

3.01 CONDUCTOR INSTALLATION
The Contractor shall provide, terminate, and test all power, control, and instrumentation conductors.

16120 - 4 Low Voltage Wire and Cable
The Contractor shall, as a minimum, provide the number of control wires listed in the conduit schedule or on the Contract Drawings. Excess wires shall be treated as spares for future use.

Conductors shall not be pulled into any raceway until raceway has been cleared of moisture and debris.

Wire in panels, cabinets, and wireways shall be neatly grouped using nylon tie straps and shall be neatly fanned out to terminals.

Provide the following types and sizes of conductors for the uses indicated for 600 volts or less:

1. Solid Copper, Sizes #12 and #10 AWG: As shown on the Drawings for circuits for receptacles, switches, and light fixtures with screw-type terminals.

2. Stranded Copper, Size #14 AWG and Larger, Individual Conductors or CC:

As shown on the Drawings for the control of motors or other equipment. Size #14 shall not be used for power supplies to any equipment.

3. Stranded Copper, Sizes #12 AWG and Larger: As shown on the drawings for motors and other power circuits.

4. Stranded Copper, #6 AWG and Larger.

5. Fixture Wire: For connections to all fixtures in which the temperature may exceed the rating of branch circuit conductors.

Color Coding: All wire shall be coded with specific colors infused in the conductor insulation at the time of manufacture. If a conductor is specified in a gauge not available with integrally colored insulation, it shall be marked by the Contractor at the time of installation using colored electrical coding tape or an approved marking paint. Where tape or paint is used as the conductor identification system, it shall clearly distinguish the conductor over its entire exposed length in all junction boxes, manholes, conduit bodies, or other accessible intermediate locations, and at every termination. Wiring shall conform to the following wiring color code, unless part of a proprietary cable assembly such as a manufacturer-specific cable which uses a special connector:

SYSTEM CONDUCTOR COLOR
120/240-volt AC, 1-
Phase, 3 Wire
Neutral
Line 1
Line 2
White
Black
Red
120/208-volt AC, 3-
Phase, 4 Wire;
Neutral
Phase A
Phase B
Phase C
White
Black
Red
Blue
277/480-volt AC, 3-
Phase 4 Wire
Neutral
Phase A
Phase B
Phase C
Grey
Brown
Orange
Yellow
All Systems
Earth, System, or Equipment
Ground
Green Insulation, Green
w/ Yellow Tracer, or
Bare Conductor
120-volt AC Control
Power Circuits (In field
or in Control Cabinets)
Neutral
Line 1
Line 2
White
Black
Red

16120 - 5 Low Voltage Wire and Cable

SYSTEM CONDUCTOR COLOR
120-volt AC UPSderived Control Power
(secondary side)
Neutral
Line
White w/ Red Tracer
Red w/ White Tracer
24-volt AC Control
Power Circuits (In field
or in Cabinets)
Neutral
Line
White or Grey, w/ Yellow
Tracer
Brown
12- or 24-volt DC
Control Wiring (PLC
Discrete I/O, etc.)
DC Negative
DC Positive
DC Switched (DI/DO)
Yellow
Orange
Blue
120-volt AC Control
Wiring inside or outside
cabinets to/from PLC
Discrete I/O
Common or Neutral
120 VAC discrete inputs
120 VAC relay or discrete
outputs
White or Grey, w/ Blue
Tracer
Blue
Red
Instrumentation
Twisted-shielded
Cabling
(PLC Analog I/O @
4-20mA, or 1–5-volt
DC, etc.) Process
Signals to/from
Transmitters,
Analyzers, etc.

Negative Polarity
Positive Polarity (1st
Conductor)
Positive Polarity (2nd
Conductor)
Shield Drain Wire
Black
White (or clear)
Red
Bare Conductor, or
covered w/ heat-shrink
tubing of a unique color
Instrumentation wiring
in cabinets
(PLC Analog I/O from
field terminations of
shielded cables).

PLC Analog Input
Connections
PLC Analog Output
Connections
Grey
Brown
Exercise care in pulling wires and cables into conduit or wireways so as to avoid kinking, putting undue stress on the cables or otherwise abrading them. No grease will be permitted in pulling cables. Only soapstone, talc, or UL listed pulling compound will be permitted. The raceway construction shall be complete and protected from the weather before cable is pulled into it. Swab conduits before installing cables and exercise care in pulling, to avoid damage to conductors.

Wrap all cables in manholes with fireproofing tape. Extend tape 1-inch into ducts.

Cable bending radius shall be per applicable code. Install feeder cables in one continuous length unless splices are favorably reviewed.

Provide an equipment grounding conductor, whether or not it is shown on the Drawings, in any flexible conduit or any raceway in which all or any portion of a run consists of non-metallic duct or conduit. For flexible conduit, an external bonding jumper is an acceptable alternative.

In panels, bundle incoming wire and cables, No. 6 AWG and smaller, lace at intervals not greater than 6 inches, neatly spread into trees and connect to their respective terminals. Allow sufficient slack in cables for alterations in terminal connections. Perform lacing with plastic cable ties or linen lacing twine. Where plastic panel wiring duct is provided for cable runs, lacing is not necessary when the cable is properly installed in the duct.

16120 - 6 Low Voltage Wire and Cable
For cables crossing hinges, utilize extra flexible stranded wire, make up into groups not exceeding 12, and arrange so that they will be protected from chafing and excess flexing when the hinged member is moved.

3.02 CONDUCTOR SPLICES AND TERMINATIONS
Splices: Install all conductors without splices unless necessary for installation, as determined by the Engineer. Splices, when permitted, and terminations shall be in accordance with the splice or termination kit manufacturer's instructions. Splice or terminate wire and cable as follows:

1. Watertight Splices: Splices in concrete pullboxes, for any type of cable or wire, shall be watertight and rated for continuous submergence. Make splices in low voltage cables using epoxy resin splicing kits rated for application up to 600 volts.

Terminations:

1. Terminate stranded #14 wire using crimp type terminals where not terminated in a box lug type terminal. Terminals must be coordinated with type of terminal board where provided.

2. Excess control wire shall be long enough to terminate at any terminal block in the enclosure, be properly taped, be identified with origin and be neatly coiled.

3.03 CONDUCTOR IDENTIFICATION
Except for interior lighting and receptacle circuits, identify each wire or cable at each termination and in each pullbox, junction box, handhole, and manhole using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. Identify motor control circuits using the equipment identification number assigned to the control unit by the motor control center manufacturer and the motor control unit terminal number. Identify other circuits as shown in the circuit schedule or as favorably reviewed by the Engineer.

Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number.

3.04 FIELD TESTS
Refer to Specification 16950 – Electrical Tests for all cable testing requirements.

END OF SECTION

16165 - 1 Mini Power Centers
SECTION 16165

MINI-POWER CENTERS
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Provisions: Applicable provisions of Section 16010 become a part of this Section as if repeated herein.

B. Work Included: All necessary labor, tools, equipment, and material to install and connect circuit breaker type mini power centers shown as main service entrance or as lighting and appliance panels on plans in the Contract Documents.

1.02 REFERENCE STANDARDS
A. Federal Specifications (FS):

1. W P 115a Type 1, Class 2 Circuit Breaker Load Centers

2. W C 375B Circuit Breakers, Molded Case, Ground Fault Interrupting B. Underwriters Laboratories (UL) Standards:

1. 50 Electrical Cabinets and Boxes

2. 67 Standards for Panelboards

3. 486B Requirements for Wire Connectors and Lugs

4. 869 Requirements for Service Equipment
C. American National Standards Institute (ANSI)

1. C57.96 Dry-Type Distribution and Power Transformers

2. Z55.1 Gray Finishes for Industrial Apparatus and Equipment D. National Electrical Manufacturers Association (NEMA):

1. PB1 Panelboards
E. The mini-power center and all components shall be designed, manufactured and tested in accordance with the latest applicable FS, UL, MEMA and ANSI standards.

1.03 1.03 SUBMITTALS
A. Submit material or equipment data in accordance with the Product Review category of the General Conditions and the submittal requirements of Section 16010.

B. Shop Drawings: Submit manufacturer's name and data as required:

1. Mini-Power center type.

2. Transformer ratings including:
a. kVA
b. Primary and secondary voltage
c. Taps
d. Primary and secondary continuous current
e. Insulation class and temperature rise
f. Sound level

3. Component ratings including:
a. Voltage

16165 - 2 Mini Power Centers
b. Continuous current
c. Interrupting ratings

4. Cable terminal sizes

5. Main bus size.

6. Location of line connections.

7. Cabinet dimensions.

8. Gutter space.

9. Gauge of boxes and fronts.

10. Finish data.

1.04 LOCATIONS
A. Refer to Section 16010 for definitions of types of locations.

PART 2 - PRODUCTS

2.01 MINI POWER CENTERS
A. General:

1. Mini power centers shall be rated as shown on the Drawings. Mini power centers shall meet the requirements of Federal Specification W P 115a for Type I, Class 2 mini power centers with circuit breakers.

2. Mini power centers shall have front doors with key latch, common keying and a typed directory card and holder. Mini power center circuits shall be arranged with odd numbers on the left and even numbers on the right.

3. Each mini power center shall have a field mounted identifying plastic nameplate giving the panel identification as shown on the Drawings. In addition, each mini power center shall have a manufacturer's nameplate showing the voltage, bus rating, phase, frequency and number of wires.

Maximum phase-to-phase voltage shall be 240 volts.

4. Units shall be designed for continuous operation at rated kVA, for 24 hours a day, 365 days a year operation, with normal life expectancy as defined in ANSI C57.96.

5. For mini power centers used in dry locations, finish of doors and trim shall be ASA 49, medium light gray. Boxes of all such mini power centers shall be hot-dip galvanized, field finished to match the fronts. Width dimension shall not be less than 14 3/8 inches.

6. Where specified, mini power centers shall have NEMA 3R enclosures.

7. Short circuit:
a. Panelboards rated 240 VAC or less, and not used as a service entrance, shall have short circuit ratings not less than 10,000 amperes RMS symmetrical or as indicated by the Short Circuit Study prepared under Specification 16961, whichever is greater.
b. Panelboards rated 480 VAC shall have short circuit ratings not less than 25,000 amperes RMS symmetrical or as indicated by the Short Circuit Study, whichever is greater.
c. Panelboards shall be labeled with a UL short circuit rating. Series ratings are not acceptable.

B. Sound level:

1. General: Mini power center transformer sound levels shall not exceed the following ANSI and NEMA levels for self-cooled ratings:
a. Up to 9 kVA 40 db

16165 - 3 Mini Power Centers
b. 10 to 30 kVA 45 db
C. Insulation Systems:

1. Transformers shall be insulated with a 180 degrees C insulation system and rated at 115 degrees C temperature rise

2. Required performance shall be obtained without exceeding the aboveindicated temperature rise in a 40 degrees C maximum ambient, with a 30 degrees C average over 24 hours

3. All insulation materials shall be flame-retardant and shall not support combustion as defined in ASTM Standard Test Method D635 D. Core and Coil Assemblies:

1. Transformer core shall be constructed with high-grade, non-aging, silicon steel with high magnetic permeability, and low hysteresis and eddy current losses. Maximum magnetic flux densities shall be substantially below the saturation point. The transformer core volume shall allow efficient transformer operation at 10% above the nominal tap voltage. The core laminations shall be tightly clamped and compressed. Coils shall be wound of electrical grade copper with continuous wound construction.

2. The core and coil assembly shall be completely encapsulated in a proportioned mixture of resin and aggregate to provide a moisture proof, shock-resistant seal. The core and coil encapsulation system shall minimize the sound level.

3. The core of the transformer shall be grounded to the enclosure

4. Provide two (2) 5% FCBN taps
E. Bus:

1. Bus: Secondary bus shall be copper .

F. Circuit Breakers:

1. All mini power centers shall be the automatic circuit breaker type conforming to UL 50 and 67. The number and arrangement of circuits, trip ratings, spares and blank spaces for future circuit breakers shall be as shown on the Drawings. All circuit breakers shall be quick-make, quick-break, thermal magnetic, bolt on type, and 1, 2 or 3 pole as shown, each with a single operating handle.

2. Each mini-power center shall include a primary main breaker with an interrupting rating of 25kA at 277/480 volts; and a secondary main breaker with an interrupting rating of 10kA at 120/240 volts, and a panelboard.

3. Circuit breakers shall be the molded case bolt on type with ratings as shown on the Drawings. Circuit breakers shall have interrupting ratings of 10,000 RMS symmetrical amperes at 120/240 volts. Minimum breaker width shall be 1 inch. Where indicated, provide ground fault interrupting circuit breakers per Federal Specification W C 375B, Class 1.

G. Manufacturer:

1. Mini power centers shall be Eaton type EPT with type PDG primary main circuit breakers and type BAB branch circuit breakers, or equal.

16165 - 4 Mini Power Centers
PART 3 - EXECUTION

3.01 MINI POWER CENTER INSTALLATION
A. Install mini power center where indicated on the Drawings, vertically plumb within 1/8 inch, and in accordance with the manufacturer's instructions.

3.02 MOUNTING HEIGHTS
A. Mini power centers shall be mounted with the top of the box 6' 6" above the floor.

Highest breaker operating handle shall not be more than 72 inches above finished floor.

3.03 GROUNDING
A. Where mini power center is used as a service entrance panel, directly or as a separately derived system, ground in accordance with Section 16450.

3.04 FIELD ADJUSTMENTS
A. Adjust taps to deliver appropriate secondary voltage.

3.05 FIELD TESTS
A. Perform testing per Specification 16950.

B. Measure primary and secondary voltages for proper tap settings.

END OF SECTION

16250 - 1 Automatic and Non-Automatic
Transfer Switches
SECTION 16250

AUTOMATIC AND NON-AUTOMATIC TRANSFER SWITCHES
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Provisions: Applicable provisions of Section 16010 become a part of this Section as if repeated herein.

B. Work Included: Furnish all labor, materials, equipment, services, and incidentals required to provide a complete and operable Automatic Transfer system and Docking Station. Materials and equipment shall be new and of best quality, as specified and shown on the Drawings.

C. Scope of Work:

1. Automatic Transfer Switch (hereinafter called ATS)
a. Delivery:
1) The Owner is responsible for the procurement of the ATS and all related equipment through Quinn Power Systems.
2) Quinn Power Systems is responsible for delivery of the new ATS. 3) The Contractor is responsible for further related demolition activities to the existing ATS including de-terminating existing conductors.
4) The Contractor shall coordinate with Quinn Power Systems to ensure the timely and proper delivery of the new ATS to the project site.
b. Installation:
1) The Contractor shall install the ATS and all applicable shipped loose equipment in strict accordance with the manufacturer's installation guidelines, specifications, and the contract documents. 2) The installation shall comply with all codes and regulations, including proper electrical and mechanical connections. 3) The Contractor shall provide all necessary labor, materials, and equipment to complete the installation, including but not limited to wiring, conduit, and structural support.
4) All work shall be performed by qualified personnel with experience in switch installations.
c. Testing and Run-In, Training
1) Following the installation, the contractor shall conduct comprehensive testing and commissioning of the switches to verify its adherence to specifications. The Contractor is required to be actively present during this phase to facilitate the identification and resolution of any potential issues. The Contractor shall be responsible for the final operational testing of the switches. Refer to Section 3.02 for the full scope of work.
2) Coordination is expected from the Contractor to ensure the presence of the Owner during the training sessions conducted by Quinn Power Systems.
d. Quinn Power Systems Contacts:
1) Allen Abramovitch – Sales Representative

16250 - 2 Automatic and Non-Automatic
Transfer Switches
a) [email protected]
b) (805) 431-3180
2) Brian Bennett – Application Engineer
a) [email protected]
b) (559) 305-3023

2. Docking Station
a. Delivery:
1) The Owner is responsible for the procurement of the Docking Station and all related equipment through Quinn Power Systems. 2) Quinn Power Systems is responsible for delivery of the new Docking Station.
3) The Contractor shall coordinate with Quinn Power Systems to ensure the timely and proper delivery of the new Docking Station to the project site.
b. Installation:
1) The Contractor shall install the Docking Station and all applicable shipped loose equipment in strict accordance with the
manufacturer's installation guidelines, specifications, and the contract documents.
2) The installation shall comply with all codes and regulations, including proper electrical and mechanical connections. 3) The Contractor shall provide all necessary labor, materials, and equipment to complete the installation, including but not limited to wiring, conduit, and structural support.
4) All work shall be performed by qualified personnel with experience in Docking Station installations.
c. Testing and Run-In, Training
1) Following the installation, the contractor shall conduct comprehensive testing and commissioning of the Docking Station to verify its adherence to specifications. The Contractor is required to be actively present during this phase to facilitate the identification and resolution of any potential issues. The Contractor shall be responsible for the final operational testing of the Docking Station. Refer to Section 3.02 for the full scope of work.
2) Coordination is expected from the Contractor to ensure the presence of the Owner during the training sessions conducted by Quinn Power Systems.
d. Quinn Power Systems Contacts:
1) Allen Abramovitch – Sales Representative
a) [email protected]
b) (805) 431-3180
2) Brian Bennett – Application Engineer
a) [email protected]
b) (559) 305-3023
D. Related Work Specified in Other Sections:

1. Section 01010: Summary of Work

1.02 REFERENCE STANDARDS
A. American National Standards Institute (ANSI) Publication:

1. Z55.1 Gray Finishes for Industrial Apparatus and Equipment

16250 - 3 Automatic and Non-Automatic
Transfer Switches
B. National Electrical Manufacturers Association (NEMA) Publication:

1. ICS 1 General Standards for Industrial Controls and Systems

2. ICS 6 Standards for Industrial Control Devices, Controllers and Assemblies

3. CS 6 Enclosures for Industrial Controls and Systems
C. Underwriters Laboratories (UL) Publication:

1. 1008 Automatic Transfer Switches (revised 1986)
D. International Electrical Testing Association (NETA):

1. TS Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems

1.03 SUBMITTALS
A. Submit material or equipment data in accordance with the Product Review category of the General Conditions and the submittal requirements of Section 16010.

B. Shop Drawings: Submit shop drawings and include the following information prior to commencing any work:

1. Detailed Installation Plan and Schedule
a. Including a coordination plan with Quinn Power Systems for equipment delivery.

2. Detailed description of field-testing program, including description of tests, testing equipment, reporting procedure, and criteria for test passing or failing. (This may be a separate submittal made at a later time, but not later than 30 days before the actual tests.)

3. Check the shop drawing submittal to verify that all the details and data required above are included. If the submittal is not complete, it will not be reviewed and will be returned for completion.

4. Regarding the seismic anchorage requirements of GC1 71:
a. Certification of compliance or written notice of noncompliance, and a sketch or description of the anchorage system for anchoring the ATS.

C. Field Test Report: Submit field test report for review within 15 days of the time of completion of the field test.

PART 2 - PRODUCTS

2.01 ATS
A. General: The ATS is to be provided by Quinn Power

1. Refer to 16250, Appendix A for submittal information regarding the ATS.

2.02 DOCKING STATION
A. General: The Docking Station is to be provided by Quinn Power

1. Refer to 16250, Appendix B for submittal information regarding the Docking Station.

16250 - 4 Automatic and Non-Automatic
Transfer Switches
PART 3 - EXECUTION
PART 3 -

3.01 INSTALLATION
A. ATS

1. Securely anchor the ATS to metal floor per the contract documents. Repair any defect or damage to the automatic transfer switch enclosure or paint, to the satisfaction of the Engineer.

2. Lace all power conductors to resist short circuit forces.

B. DOCKING STATION

1. Install and anchors the docking station to existing outdoor concrete wall .

Repair any defect or damage to the docking station enclosure or paint, to the satisfaction of the Engineer.

2. Lace all power conductors to resist short circuit forces.

3.02 TESTING
A. Field Tests. Perform the tests for automatic transfer switch and docking station as outlined in Section 8.22.4 of NETA ATS 1987. Submit reports for review by the Engineer.

END OF SECTION

16450 - 1 Electrical Grounding
SECTION 16450

ELECTRICAL GROUNDING
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Provisions: Applicable provisions of Section 16010 become a part of this Section as if repeated herein.

B. Work Included: Furnish all labor, material, equipment, tools, and services necessary for the installation, connection and testing of all grounding as specified herein and as shown on the Drawings.

1.02 REFERENCE STANDARD
A. American Society for Testing and Materials (ASTM) Publication:

1. B228 Copper Clad Steel Conductors Specification

2. D178 Specifications for Rubber Insulating Matting
B. Institute of Electrical and Electronics Engineers:

1. 142 Grounding of Industrial and Commercial Power Systems (Green Book)
C. International Electrical Testing Association (NETA) Publication:

1. ATS Acceptance Testing Specifications for Electrical Equipment for Power Systems
D. National Fire Protection Association (NFPA):

1. 70 National Electrical Code (NEC)
E. Telecommunications Industry Association (TIA)

1. 607 Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises
F. Underwriters Laboratories (UL) Standards:

1. 467 UL Standard for Safety Grounding and Bonding Equipment

1.03 SUBMITTALS
A. Submit material or equipment data in accordance with the Product Information category of the General Conditions and the submittal requirements of Section 16010.

PART 2 - PRODUCTS

2.01 GENERAL
A. The grounding systems shall consist of the ground rods, grounding conductors, ground fittings and clamps, and bonding conductors to water piping, structural steel and UFER grounding as shown on the Drawings. One system shown provides service and separately derived system grounds. A second system is an electronic ground system to provide for the discharge of static electricity.

16450 - 2 Electrical Grounding

2.02 SYSTEM COMPONENTS
A. Ground Rods: Ground rods shall be cone pointed copper clad Grade 40 HS steel rods conforming to UL 467. The welded copper encased steel rod shall have a conductivity of not less than 27% of pure copper. Rods shall be not less than 3/4- inch in diameter and 10 feet long, unless otherwise indicated. Rods longer than 10 feet shall be made up of 10-foot units joined together with threaded couplings. The manufacturer's trademark shall be stamped near the top.

B. Ground Conductors: Buried conductors shall be medium-hard drawn bare copper; other conductors shall be soft drawn copper. Sizes over No. 6 AWG shall be stranded. Coat all ground connections except the exothermic welds with electrical joint compound, non-petroleum type, UL listed for copper and aluminum applications.

C. Ground Connections: Connection to ground rods and buried connections shall be made by irreversible, compression connectors, constructed of high-copper alloy, and manufactured specifically for the particular grounding application.

Connections to ground rods and buried connections shall be by exothermic weld.

Lugs for attachment of cables to steel enclosures shall be of the binding post type with a 1/2-13NC stud. Each post shall accommodate cables from #4 AWG to #4/0 AWG.

D. Ground Rod Boxes: Boxes shall be a 9-inch-diameter (minimum) precast concrete traffic rated unit with concrete traffic rated lid. Units shall be 12-inches deep. Covers shall be embossed with the wording "Ground Rod.” E. Exothermic Welds: Exothermic welded connections shall be Erico CADWELD, Hubbell BURNDYWeld or approved equal.

F. Insulating Tape: Insulating tape for copper conductors passing through concrete slabs shall be UL Listed, premium grade, 10-mil thick, pressure-sensitive vinyl insulating tape. Tape shall have elastic backing with strong adhesive strength.

Tape shall be 3M/Scotch Vinyl Insulation Tape 22 or approved equal.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Ground all equipment for which a ground connection is required per NEC whether or not the ground connection is specifically shown on the Drawings.

B. Provide a ground wire in every conduit carrying a circuit of over 50 volts to ground.

C. Sizes shall be as indicated on the Conduit/Cable Schedule and in accordance with NEC Article 250.

D. Provide a grounding-type bushing for secondary feeder conduits that originate from the secondary section of each MCC section, switchboard, or panelboard.

E. Individually bond the raceway to the ground bus in the secondary section.

F. Provide a separate grounding conductor in each individual raceway for parallel feeders. Connect the parallel ground conductors together at each end of the parallel run, as required by the NEC.

G. Interconnect the secondary switchgear MCC or panelboard neutral bus to the ground bus in the secondary switchgear compartment only at the service entrance

16450 - 3 Electrical Grounding
point. For wye connected, 3 phase, separately derived systems with 3 wire distribution, connect the transformer neutral to the grounding electrode system at the transformer. Connections shall be in accordance with the NEC.

H. Provide a ground ring with minimum burial depth of 36 inches or as indicated on the Drawings, whichever is greater.

I. Provide a ground rod box for each ground rod so as to permit ready access for the connection and/or removal of any pressure connectors to facilitate testing.

J. Make embedded or buried ground connections, taps and splices with irreversible, compression connectors or exothermic welds. Do not conceal or cover ground connections until the Engineer or an authorized representative has established that every grounding connection conforms to the requirements of the Contract Documents and has given the Contractor written confirmation.

K. Effectively bond structural steel for buildings to the grounding system using exothermic welds.

L. Where bare copper ground conductor is installed through a new concrete slab, wrap the conductor with insulating tape before pouring concrete. Apply tape in halflapped layers with sufficient tension to produce a uniform wind, with no tension on the last wrap to prevent flagging.

M. Provide supplemental external bonding jumpers from equipment to the grounding electrode system as shown on the Drawings.

3.02 TESTING
A. Testing shall be in accordance with Specification 16950 – Electrical Tests.

B. Furnish to the Engineer a test report with recorded data of each ground rod location.

END OF SECTION

16450 - 4 Electrical Grounding

THIS PAGE INTENTIONALLY BLANK

16950 - 1 Electrical Tests
SECTION 16950

ELECTRICAL TESTS

1.01 SCOPE OF WORK
A. This Section specifies the work necessary to test, commission, and demonstrates that the electrical system satisfies the requirements of these Specifications and functions as required by the Contract Documents. The work of this Section is applicable to both pre, and post energization testing required by the Manufacturer to facilitate sign-off on their respective equipment as well as pre and post energization testing performed by an independent third-party entity independent of manufacturers, suppliers, and installers of electrical equipment, installations, and systems.

B. The Work shall include furnishing the labor, equipment, and power required to support the testing indicated in other Divisions of these Specifications. Electrical testing indicated herein, and functional testing of power and controls not tested under Division 17 – Instrumentation, shall be completed before commencement of the Initial Operation Period as defined in Section 01650, for each phase of construction as indicated on the Drawings. This scope may require the Contractor to activate circuits, shutdown circuits, run equipment, make electrical measurements, replace blown fuses, and install temporary jumpers, etc.

C. Carry out tests indicated herein for individual items of materials and equipment in other Sections. Testing shall be done in accordance with the manufacturer's instructions, these Specifications, and applicable NETA Acceptance Testing Specifications, NEMA, ANSI, NFPA, and ASTM Standards.

D. Factory Acceptance Testing and other off-site test requirements are included in other Sections.

E. Fiber optic cable and systems testing is included in Section 16126.

F. Corrections and Replacements

1. Before final acceptance, each part of the work shall be thoroughly tested, and each test shall be documented and submitted in accordance with the Contract Documents.

2. Any materials or equipment failing any test shall be corrected or replaced as required to pass the test at no additional cost to the Owner.

3. Any materials or equipment failing any test shall be re-tested after correction or replacement to verify compliance.

4. Any failures shall again be corrected or replaced, and then re-tested.

5. The correction/replacement/re-testing cycle shall continue until the item passes the required test(s).

1.02 REFERENCE STANDARDS
A. Electric equipment, materials, installation, and testing shall comply with the National Electrical Code (NEC), and shall also conform to the following codes and standards:

1. American National Standards Institute (ANSI)

2. InterNational Electrical Testing Association (NETA)

3. Institute of Electrical and Electronics Engineers (IEEE)

4. Occupational Health and Safety Administration (OSHA)

16950 - 2 Electrical Tests

5. ASTM International Standard E329

6. IEEE 400, Guide for Field Testing and Evaluation of the Insulation of Shielded Power Cable Systems

7. IEEE 576, Recommended Practice for Installation, Termination, and Testing of Insulated Power Cable as Used in Industrial and Commercial Applications

8. National Fire Protection Association (NFPA) 70B, NEC for Maintenance

9. Telecommunications Industry Association (TIA) 568-C.2, Balanced TwistedPair Telecommunications Cabling and Components Standards.

1.03 SUBMITTALS
A. Submit complete system test procedures and test record forms for review. Test procedures shall include but not be limited to:

1. Detailed procedures, both pre and post energization testing requirements of the Manufacturer and independent third-party entity, in sufficient detail to verify conformance with these Specifications.

2. Incorporation of data collection and measurement values as shown in the sample test record forms provided at the end of this Section. Submitted test record forms shall include space for each of the fields listed, at a minimum.

3. Detailed comprehensive testing schedule including:
a. Electrical testing of each major area.
b. Each major piece of electrical distribution equipment. c. Each major electrical subsystem.
d. Duration of each test.
e. Milestone test completion date.
f. Date of test results submittals following completion of the tests. g. Names and qualifications of the individual(s) responsible for performing the testing, including a copy of current NETA Technician cards. h. Proof of NETA accreditation for the testing agency.

B. Following completion of the test submit the completed test results to the Engineer for review. The results shall include a dedicated section with the "as-left" settings of all devices, relays, circuit breakers, etc.

C. Test results shall be submitted in one submittal.

D. Test reports shall be based on NETA's latest Acceptance Testing Specifications having a sign-off, pass/fail data filed for each line item covered by NETA's Acceptance Testing Specifications latest edition.

1.04 QUALITY ASSURANCE
A. Testing Firm Qualifications:

1. Corporately and financially independent organization functioning as an unbiased testing authority.

2. Professionally independent of manufacturers, suppliers, and installers of electrical equipment and systems being tested.

3. Employer of engineers and technicians regularly engaged in testing and inspecting of electrical equipment, installations, and systems.

4. Supervising engineer accredited as Certified Electrical Test Technologist by NICET or NETA and having a minimum of 5 years testing experience on similar projects.

5. Technicians certified by NICET or NETA.

16950 - 3 Electrical Tests

6. Registered Professional Engineer to provide comprehensive project report outlining services performed, results of such services, recommendations, actions taken, and opinions.

7. In compliance with OSHA CFR 29, Part 1910.7 criteria for accreditation of testing laboratories or a full member company of NETA.

B. Test equipment shall have an operating accuracy equal to or greater than requirements established by NETA ATS.

C. Test instrument calibration shall be in accordance with NETA ATS.

1.05 FIELD TESTS
A. All testing shall be performed in the presence of the Owner.

B. Any system material or workmanship that is found to be defective on the basis of acceptance tests shall be reported directly to the Owner.

PART 2 - PRODUCTS

2.01 PRE-ENERGIZATION AND OPERATING TESTS
A. The complete electrical system for each phase of construction shall be performance tested when first installed on-site. Each protective, switching, and control circuit shall be adjusted in accordance with the recommendations of the Protective Device Coordination Study required by Section 16961 and tested by actual operation using current injection or equivalent methods as necessary to ensure that each and every such circuit operates correctly to the satisfaction of the Owner.

1. Instrument Transformers. All instrument transformers shall be tested to verify correct polarity and burden.

2. Protective Relays. Each protective relay shall be demonstrated to operate by injecting current or voltage, or both, at the associated instrument transformer output terminal and observing that the associated switching and signaling functions occur correctly and in proper time and sequence to accomplish the protective function intended.

3. Switching Circuits. Each switching circuit shall be observed to operate the associated equipment being switched.

4. Control and Signal Circuits. Each control or signal circuit shall be observed to perform its proper control function or produce a correct signal output.

5. Metering Circuits. All metering circuits shall be verified to operate correctly from voltage and current sources, similarly to protective relay circuits.

6. Acceptance Tests. Complete acceptance tests shall be performed, after the station installation is completed, on all assemblies, equipment, conductors, and control and protective systems, as applicable, to verify the integrity of all the systems.

7. Relays and Metering Utilizing Phase Differences. All relays and metering that use phase differences for operation shall be verified by measuring phase angles at the relay under actual load conditions after operation commences.

B. Test Report. A test report covering the results of the tests required in the PreEnergization and Operating Tests shall be delivered to the Engineer prior to energization. Acceptance Testing shall be in accordance with NETA ATS-, Standard for Acceptance Testing Specifications for Electrical Power Equipment

16950 - 4 Electrical Tests
and Systems, published by the InterNational Electrical Testing Association. Tests shall be provided by both the manufacturer representative and independent thirdparty NETA accredited testing agency where required.

2.02 FIELD TESTS BY MANUFACTURER’S OR SUPPLIERS
A. All field tests shall be performed by the Manufacturers or Suppliers.

2.03 TEST REQUIREMENTS
A. The following test requirements supplement test and acceptance criteria that may be stated elsewhere.

1. Activate ground fault tripping by operating test features provided with ground current protective systems and by injecting a known and reasonable current in the ground current sensor circuit. In general, ground fault tripping should occur at a ground current equivalent to 20 percent of phase current. Current injection is not required of circuit 400 amperes or less.

B. Dry-Type Transformers (Mini Power Center)

1. Visual and Mechanical Inspection
a. Compare equipment nameplate data with drawings and specifications. b. Inspect physical and mechanical condition.
c. Inspect anchorage, alignment, and grounding.
d. Verify that resilient mounts are free and that any shipping brackets have been removed.
e. Verify the unit is clean.
f. Inspect bolted electrical connections for high resistance using one or more of the following methods:
1) Use of a low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by calibrated torque-wrench method in accordance with
manufacturer’s published data or NETA ATS Table 100.12. g. Verify that as-left tap connections are as specified.

2. Electrical Tests
a. Perform resistance measurements through bolted connections with a low-resistance ohmmeter, if applicable.
b. Perform insulation-resistance tests winding-to-winding and each winding-to-ground. Apply voltage in accordance with manufacturer’s published data or in the absence of manufacturer’s published data, use NETA ATS Table 100.5. Calculate polarization index.
c. Verify correct secondary voltage phase-to-phase and phase-to-neutral after energization and prior to loading.

3. Test Values – Visual and Mechanical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Bolt-torque levels shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.12.
c. Tap connections are left as found unless otherwise specified.

16950 - 5 Electrical Tests

4. Test Values – Electrical
a. Compare bolted electrical connection resistances to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Minimum insulation-resistance values of transformer insulation shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.5. Values of insulation resistance less than this table or manufacturer’s recommendations should be investigated. The polarization index shall not be less than 1.0.
c. Turns-ratio test results shall not deviate by more than one-half percent from either the adjacent coils or the calculated ratio. d. Phase-to-phase and phase-to-neutral secondary voltages shall be in agreement with nameplate data.

C. Low Voltage Cables-600 volts Maximum

1. Visual and Mechanical Inspection
a. Compare cable data with Drawings and Specifications. b. Inspect exposed sections of cables for physical damage and correct connection in accordance with single-line diagram.
c. Inspect bolted electrical connections for high resistance using one of the following methods:
1) Use of low-resistance ohmmeter
2) Verify tightness of accessible bolted electrical connections by calibrated torque-wrench method in accordance with
manufacturer's published data or NETA ATS Table 100.12. d. Inspect compression-applied connectors for correct cable match and indentation.
e. Inspect for correct identification and arrangements. f. Inspect cable jacket insulation and condition.

2. Electrical Tests
a. Perform insulation-resistance test on each conductor with respect to ground and adjacent conductors. Applied potential shall be 500 volts dc for 300 volt rated cable and 1000 volts dc for 600 volt rated cable. Test duration shall be 1 minute.
1) Motor feeders tested with motors disconnected and controller open.
2) Motor control circuits tested and verified for proper operation with control stations and overcurrent devices connected.
3) Panelboard feeders tested with feeder breaker open and panelboard connected. If a lighting transformer is associated with the panelboard, it shall be connected and the test made for both primary and secondary sides.
4) Conductors of main lighting feeders, including lighting panel with branch circuits open.
5) Prior to performing insulation resistance tests on cables, verify that they are not connected to a solid-state device.
6) Equipment which may be damaged during this test shall be disconnected.
7) The Engineer shall be consulted if minimum insulation values cannot be obtained.

16950 - 6 Electrical Tests
b. Perform resistance measurements through all bolted connections with low-resistance ohmmeter, if applicable.
c. Perform continuity test to ensure correct cable connection. d. Perform the following industry-standard operational and performance tests on each Category 6 Ethernet cable as detailed in ANSI/EIA-568-C:
1) Wire map (pass/fail)
2) Propagation delay (pass/fail)
3) Delay skew (pass/fail)
4) Cable length
5) Insertion loss (attenuation)
6) Return loss (pass/fail)
7) Near-end crosstalk (NEXT) (pass/fail)
8) Power sum near-end crosstalk (PSNEXT) (pass/fail)
9) Equal level far-end crosstalk (ELFEXT)
10) Power sum equal level far-end crosstalk (PSELFEXT).

3. Test Values - Visual and Mechanical
a. Compare bolted connection resistance to values of similar connections.

Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Bolt-torque levels shall be in accordance with NETA ATS Table 100.12 unless otherwise specified by the manufacturer.

4. Test Values - Electrical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Insulation-resistance values shall be in accordance with manufacturer's published data. In the absence of manufacturer's published data, use NETA ATS Table 100.1. Values of insulation resistance less than this table or manufacturer's recommendations shall be investigated. c. Cable shall exhibit continuity.
d. Deviations in resistance between parallel conductors shall be investigated.
e. Compare Category 6 Ethernet test values against TIA 568-C for determination of pass/fail status.

D. Molded and Insulated Case Circuit Breakers

1. Visual and Mechanical Inspection
a. Compare equipment nameplate data with drawings and specifications. b. Inspect physical and mechanical condition.
c. Inspect anchorage and alignment.
d. Verify the unit is clean.
e. Operate the circuit breaker to insure smooth operation. f. Inspect bolted electrical connections for high resistance using one or more of the following methods:
1) Use of a low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by calibrated torque-wrench method in accordance with
manufacturer’s published data or NETA ATS Table 100.12
g. Inspect operating mechanism, contacts, and arc chutes in unsealed units.
h. Perform adjustments for final protective device settings in accordance with the coordination study.

16950 - 7 Electrical Tests

2. Electrical Tests
a. Perform resistance measurements through bolted connections with a low-resistance ohmmeter.
b. Perform insulation-resistance tests for one minute on each pole, phaseto-phase and phase-to ground with the circuit breaker closed, and across each open pole. Apply voltage in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.1.
c. Perform a contact/pole-resistance test.
d. Determine long-time pickup and delay by primary current injection. e. Determine short-time pickup and delay by primary current injection. f. Determine ground-fault pickup and time delay by primary current injection.
g. Determine instantaneous pickup by primary current injection. h. Test functions of the trip unit by means of secondary injection. i. Perform minimum pickup voltage tests on shunt trip and close coils in accordance with manufacturer’s published data.
j. Verify correct operation of auxiliary features such as trip and pickup indicators, zone interlocking, electrical close and trip operation, trip-free, anti-pump function, and trip unit battery condition. Reset all trip logs and indicators.
k. Verify operation of charging mechanism.

3. Test Values – Visual and Mechanical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Bolt-torque levels shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.12.
c. Settings shall comply with coordination study recommendations.

4. Test Values – Electrical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Insulation-resistance values shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.1. Values of insulation resistance less than this table or manufacturer’s recommendations should be investigated. c. Microohm or dc millivolt drop values shall not exceed the high levels of the normal range as indicated in the manufacturer’s published data. If manufacturer’s published data is not available, investigate values that deviate from adjacent poles or similar breakers by more than 50 percent of the lowest value.
d. Insulation-resistance values of control wiring shall not be less than two megohms.
e. Long-time pickup values shall be as specified, and the trip characteristic shall not exceed manufacturer’s published time-current characteristic tolerance band, including adjustment factors. If manufacturer’s curves are not available, trip times shall not exceed the value shown in NETA ATS Table 100.7.

16950 - 8 Electrical Tests
f. Short-time pickup values shall be as specified, and the trip characteristic shall not exceed manufacturer’s published time-current tolerance band.
g. Ground fault pickup values shall be as specified, and the trip characteristic shall not exceed manufacturer’s published time-current tolerance band.
h. Instantaneous pickup values shall be as specified and within manufacturer’s published tolerances. In the absence of manufacturer’s published data, refer to NETA ATS Table 100.8.
i. Pickup values and trip characteristics shall be within manufacturer’s published tolerances.
j. Minimum pickup voltage of the shunt trip and close coils shall conform to the manufacturer’s published data. In the absence of the manufacturer’s published data, refer to NETA ATS Table 100.20. k. Breaker open, close, trip, trip-free, anti-pump, and auxiliary features shall function as designed.
l. The charging mechanism shall operate in accordance with manufacturer’s published data.

E. Grounding System

1. Visual and Mechanical Inspection
a. Verify ground system is in compliance with drawings, specifications, and NFPA 70 National Electrical Code Article 250.
b. Inspect physical and mechanical condition.
c. Inspect bolted electrical connections for high resistance using one or more of the following methods:
1) Use of low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by calibrated torque-wrench method in accordance with
manufacturer’s published data or NETA ATS Table 100.12. d. Inspect anchorage.

2. Electrical Tests
a. Perform resistance measurements through bolted connections with a low-resistance ohmmeter.
b. Perform fall-of-potential or alternative test in accordance with ANSI/IEEE 81 on the main grounding electrode or system. c. Perform point-to-point tests to determine the resistance between the main grounding system and all major electrical equipment frames, system neutral, and derived neutral points.

3. Test Values – Visual and Mechanical
a. Grounding system electrical and mechanical connections shall be free of corrosion.
b. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. c. Bolt-torque levels shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.12.

4. Test Values – Electrical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value.

16950 - 9 Electrical Tests
b. The resistance between the main grounding electrode and ground shall be no greater than five ohms for large commercial or industrial systems and one ohm or less for generating or transmission station grounds unless otherwise specified by the owner. (Reference ANSI/IEEE Standard 142)
c. Investigate point-to-point resistance values that exceed 0.5 ohm.

F. Standby Generator System

1. Visual and Mechanical Inspection
a. Compare equipment nameplate data with drawings and specifications. b. Inspect physical and mechanical condition.
c. Inspect anchorage, alignment, and grounding.
d. Verify the unit is clean.
e. Inspect for blockage of ventilating passageways.
f. Inspect for proper operation of jack water heaters.
g. Inspect integrity of engine cooling and fuel supply systems. h. Verify that there is no excessive mechanical and electrical noise. i. Inspect for overheating of engine or generator.
j. Inspect proper installation of vibration isolators.
k. Inspect proper cooling liquid type and level

2. Electrical and Mechanical Tests
a. Perform insulation-resistance tests in accordance with ANSI/IEEE Standard 43.
1) Machines larger than 200 horsepower (150 kilowatts):

Test duration shall be ten minutes. Calculate polarization index. 2) Machines 200 horsepower (150 kilowatts) and less:

Test duration shall be one minute. Calculate the dielectricabsorption ratio b. Test protective relay devices in accordance with paragraph

2.03F2.03G.
c. Verify phase rotation, phasing, and synchronized operation as required by the application.
d. Functionally test engine shutdown for low oil pressure, overtemperature, overspeed, and other protection features as applicable.
e. Conduct performance test in accordance with ANSI/NFPA 110. f. Verify correct functioning of the governor and regulator.

3. Test Values – Visual and Mechanical
a. Anchorage, alignment, and grounding should be in accordance with manufacturer’s published data and system design.

4. Test Values – Electrical
a. The recommended minimum insulation resistance (IR 1 min) test results in megohms shall be in accordance with NETA ATS Table 100.11 1) The polarization index value shall not be less than 2.0. 2) The dielectric absorption ratio shall not be less than 1.4. b. Protective relay device test results shall be in accordance with paragraph 2.03F2.03G.
c. Phase rotation, phasing, and synchronizing shall be in accordance with system design requirements.
d. Low oil pressure, overtemperature, overspeed, and other protection features shall operate in accordance with manufacturer’s published data and system design requirements.

16950 - 10 Electrical Tests
e. Vibration levels shall be in accordance with manufacturer’s published data and shall be compared to baseline data.
f. Performance tests shall conform to manufacturer’s published data and ANSI/NFPA Standard 110.
g. Governor and regulator shall operate in accordance with manufacturer’s published data and system design requirements.

G. Automatic Transfer Switch

1. Visual and Mechanical Inspection
a. Compare equipment nameplate data with drawings and specifications. b. Inspect physical and mechanical condition.
c. Inspect anchorage, alignment, grounding, and required clearances. d. Verify the unit is clean.
e. Verify appropriate lubrication on moving current-carrying parts and on moving and sliding surfaces.
f. Verify that manual transfer warnings are attached and visible. g. Verify tightness of all control connections.
h. Inspect bolted electrical connections for high resistance using one or more of the following methods:
1) Use of a low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by calibrated torque-wrench method in accordance with
manufacturer’s published data or NETA ATS Table 100.12. i. Perform manual transfer operation.
j. Verify positive mechanical interlocking between normal and alternate sources.

2. Electrical Tests
a. Perform resistance measurements through bolted connections with a low-resistance ohmmeter.
b. Perform insulation-resistance tests on all control wiring with respect to ground. Applied potential shall be 500 volts dc for 300-volt rated cable and 1000 volts dc for 600-volt rated cable. Test duration shall be one minute. For units with solid-state components or for control devices that cannot tolerate the applied voltage, follow manufacturer’s recommendation.
c. Perform a contact/pole-resistance test.
d. Verify settings and operation of control devices.
e. Calibrate and set all relays and timers in accordance with paragraph

1.01A.
f. Verify phase rotation, phasing, and synchronized operation as required by the application.
g. Perform automatic transfer tests:
1) Simulate loss of normal power.
2) Return to normal power.
3) Simulate loss of emergency power.
4) Simulate all forms of single-phase conditions.
h. Verify correct operation and timing of the following functions:
1) Normal source voltage-sensing and frequency-sensing relays. 2) Engine start sequence.
3) Time delay upon transfer.
4) Alternate source voltage-sensing and frequency-sensing relays. 5) Automatic transfer operation.

16950 - 11 Electrical Tests
6) Interlocks and limit switch function.
7) Time delay and retransfer upon normal power restoration. 8) Engine cool down and shutdown feature.

3. Test Values – Visual and Mechanical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Bolt-torque levels shall be in accordance with manufacturer’s published data. In the absence of manufacturer’s published data, use NETA ATS Table 100.12.

4. Test Values – Electrical
a. Compare bolted connection resistance values to values of similar connections. Investigate values which deviate from those of similar bolted connections by more than 50 percent of the lowest value. b. Insulation-resistance values of control wiring shall not be less than two megohms.
c. Microhm or dc millivolt drop values shall not exceed the high levels of the normal range as indicated in the manufacturer’s published data. If manufacturer’s published data is not available, investigate values that deviate from adjacent poles or similar switches by more than 50 percent of the lowest value.
d. Control devices shall operate in accordance with manufacturer’s published data.
e. Relay test results shall be in accordance with paragraph 1.01A. f. Phase rotation, phasing, and synchronization shall be in accordance with system design specifications.
g. Automatic transfers shall operate in accordance with manufacturer’s design.
h. Operation and timing shall be in accordance with manufacturer’s and system design requirements
H. A functional test and check of electrical components is required prior to performing subsystem testing and commissioning. Compartments and equipment shall be cleaned as required by other provisions of these Specifications before commencement of functional testing. Functional testing shall comprise:

1. Visual and physical check of cables, circuit breakers, transformers, and connections associated with each item of new and modified equipment.

2. Verification that electrical equipment has been labeled with Arc Flash protection boundary and PPE levels, as required by Section 16961.

3. Setting of protective relays in conformance with results of the Short Circuit Study required by Section 16961 and testing of relays to assure that relays will trip at the current value and time required by the Study.

4. Circuit Breakers:
a. Circuit breakers that have adjustable time or pick-up settings for ground current, instantaneous overcurrent, short-time overcurrent, or long-time overcurrent, shall be field-adjusted by a representative of the circuit breaker manufacturer.
b. Time and pickup setting shall correspond to the recommendations of the Short Circuit Study.
c. Setting shall be tabulated and proven for each circuit breaker in its installed position.

16950 - 12 Electrical Tests
d. Test results shall be certified by the person performing the tests and shall be submitted to the Engineer.

I. Subsystem testing for each phase of construction shall occur after the proper operation of alarm and status contacts has been demonstrated or otherwise accepted by the Owner and after process control devices have been adjusted as accurately as possible. Alarm conditions shall be simulated for each alarm point, and alarm indicators shall be checked for proper operation. It is intended that the Contractor will adjust limit switches and level switches to their operating points prior to testing and will set pressure switches, flow switches, and timing relays as dictated by operating results.

J. Subsystems shall be defined as individual and groups of pumps, conveyor systems, chemical feeders, air conditioning units, ventilation fans, air compressors, etc.

K. After initial settings have been completed, each subsystem shall be operated in the manual mode and it shall be demonstrated that operation is in compliance with the Contract Documents. Once the manual mode of operation has been proven, automatic operation shall be demonstrated to verify such items as proper start and stop sequence of pumps, proper operation of valves, proper speed control, etc.

2.04 TEST REPORTS
A. The test report shall include the following:

1. Summary of project.

2. Description of equipment tested.

3. Description of test.

4. Test data.

5. Analysis and recommendations.

B. Test data records shall include the following minimum requirements:

1. Identification of the testing organization.

2. Equipment identification.

3. Humidity, temperature, and other atmospheric conditions that may affect the results of the tests/calibrations.

4. Date of inspections, tests, maintenance, and/or calibrations.

5. Identification of the testing technician.

6. Indication of inspections, tests, maintenance, and/or calibrations to be performed and recorded.

7. Indication of expected results when calibrations are to be performed.

8. Indication of "as-found" and "as-left" results.

9. Sufficient spaces to allow all results and comments to be indicated.

C. The Contractor shall submit the complete report to the Engineer for review.

PART 3 - EXECUTION

3.01 FIELD TESTS
A. The Contractor shall provide ten Working Days' notice to the Owner prior to any field testing to permit witnessing of the testing.

16950 - 13 Electrical Tests

TEST RECORD SHEETS
The test record sheets listed below are provided as an example to demonstrate the minimum requirements to be included on test record sheets for electrical equipment and of the electrical installation as required by these specifications. Sample copies of each sheet are attached.

Sheet
No. Title
1 Insulation Resistance (Power, Control Wire, and Cable) Test Record 2 Insulation Resistance (Instrument Wire and Cable) Test Record 3 DC High Potential (Medium Voltage Cable) Test Record
4 Ground Electrode Testing Test Record
5 Neutral Grounding Resistor Test Record
6 Bonding Resistance Readings (Nonelectrical Equipment/Structures) Test Record 7 Bonding Resistance Readings (Electrical Equipment) Test Record 8 Insulation Resistance (Transformer) Test Record
9 Insulation Resistance (Equipment) Test Record
10 Insulation Resistance (Rotating Equipment) Test Record 11 Equipment Absorption Ratio and Polarization Index Test Record 12 Medium Voltage Circuit Test Record
13 Electric Motor Run-In Test Record
14 Thermographic Inspection Test Record
15 Ethernet Cable Test Record

16950 - 14 Electrical Tests
Sheet 1

INSULATION RESISTANCE
(POWER, CONTROL WIRE, AND CABLE)

TEST RECORD
TEST EQUIPMENT: TEST VOLTAGE:

TEST EQUIPMENT: TEST VOLTAGE:

AMBIENT TEMPERATURE: ºC ºF DATE:

NOTES: 1. Perform Insulation Resistance Test (megger) between each conductor and all other conductors and metallic sheath for cables with nonshielded conductors. Test between each conductor and shield for multiconductor cables with shielded conductors. Record lowest reading for each cable.

2. Use a 1,000-V test set for cable rated 600 volts and a 2,500-V test set for cable rated over 600 volts.

3. Readings will vary inversely with temperature and cable length. When the use of temperature correction factors is specified, attach a second sheet with computed values. Indicate on each sheet “measured” or “temperature corrected.”
Panel No. Cable Wire or Cable Insulation
Circuit No.

Feeder No.

Wire
Tagging
Rated
Voltage Quantity Size From To
Resistance
(megohms)
*
Initial
s
*Minimum acceptable values:

Cable Rated
Voltage
Test
Duration
Resistance for
Cable Only
Cable/Wire Size
or Amperage
(megohms)
Resistance When Cable
Connected to Equipment
(ohms)
DISTRIBUTION:

CONTRACTOR/Date

16950 - 15 Electrical Tests
Sheet 2

INSULATION RESISTANCE
(INSTRUMENT WIRE AND CABLE)

TEST RECORD
TEST EQUIPMENT: TEST VOLTAGE:

TEST EQUIPMENT: TEST VOLTAGE:

AMBIENT TEMPERATURE: ºC ºF DATE:

NOTES: 1. Record only the lowest value.

2. MP - Multi-pair cable. SP - Single pair cable.

3. Megger with instruments disconnected.

4. Use 250-volt (or lower voltage, when specified) range on DC test set.

5. Readings will vary with temperature and cable length.

Cable Numberor Instrument NumberIndicate MP or SP Type (2)Conductor to Conduit (Single Pair Non-Shielded Cables) (megohms)Conductor to Conductor(megohms) (1)Shield to Conductorto Shield (megohms) (1)Overall Shield to Shield(Multipair Cables Only)(megohms) (1)Lead and Armor(Multipair Cables Only) (megohms)Shield to Conduit(Single Pair Cables Only)(megohms)Initials DISTRIBUTION:

CONTRACTOR/Date

16950 - 16 Electrical Tests
Sheet 3

DC HIGH POTENTIAL (MEDIUM VOLTAGE CABLE)

TEST RECORD
CIRCUIT NUMBER: REF. DWG.:

CABLE SIZE: (SQ.MM.) (MCM) FROM: TO:

NUMBER OF CONDUCTORS: NO. OF SPLICES:

CABLE LENGTH: MANUFACTURER:

INSULATION TYPE: THICKNESS:

JACKET MATERIAL:

WEATHER: TEMP: ºC ºF % HUMIDITY: DATE:

TEST EQUIPMENT USED:

NOTES: 1. The test voltage shown below shall be reached in 10 equal voltage increments.

2. After each voltage increase, the leakage current shall be allowed to stabilize during a 1-minute interval. If 1-minute intervals are insufficient to stabilize the current, the cable shall be discharged, and the test repeated with new time intervals of greater, but still equal duration.

3. Record the stabilized leakage current, in microamps, at the end of each time interval.

4. Allow the voltage to remain constant at the full test voltage and record the leakage current for 5 minutes for unshielded cables and 15 minutes for shielded cables.

5. Read test equipment instruction manual prior to testing cable.

6. When the plotting of test results is specified, attach the second sheet with separate plot for each phase.

Note leakage current, in microamps, on “y” axis. Note step-voltage increase on “x” axis, followed by time, in minutes, for the dielectric absorption portion of the test.

7. All other phases and shields to be grounded.

Voltage hold time
at each step
______ sec.
___kV ___kV ___kV ___kV ___kV ___kV ___kV ___kV ___kV ___kV ØA7
ØB7
ØC7

RECORD LEAKAGE CURRENT IN MICROAMPS
Time at
Kv
SEC
30 MIN
1 MIN
2 MIN
3 MIN
4 MIN
5 MIN
6 MIN
7 MIN
8 MIN
9 MIN
10 MIN
11 MIN
12 MIN
13 MIN
14 MIN
15 CABLE-RATED VOLTAGE TEST VOLTAGE
(kilovolts) (kilovolts)
DISTRIBUTION:

CONTRACTOR/Date

16950 - 17 Electrical Tests
Sheet 4

GROUND ELECTRODE TESTING

TEST RECORD
TEST EQUIPMENT:
(Note 1) (Note 2)
REFERENCE DRAWING:

NOTES: 1. Record resistance-to-earth for each electrode with all other conductors disconnected. Resistance not to exceed 25 ohms for any single anode.

2. Check continuity from each electrode to any test bar or other electrode such that the complete ground loop is tested.

Rod Number
Resistance to
Earth
(ohms)
Ambient
Temperature
(ºC/ºF)
Weather Taps Initials/Date
DISTRIBUTION:

CONTRACTOR/Date

16950 - 18 Electrical Tests
Sheet 5

NEUTRAL GROUNDING RESISTOR

TEST RECORD
TEST EQUIPMENT: TEST VOLTAGE:

TEST EQUIPMENT: TEST VOLTAGE:

NOTES: 1. Use 1,000-volt test set for 600-volt equipment and below, 2,500-volt test set for equipment rated over 600 volts.

2. Resistor must be disconnected from ground and neutral during Insulation Resistance (megger) and DC Overpotential Tests.

3. Resistor must be disconnected from neutral during Cold Resistance Test.

4. Apply DC Overpotential Test between terminals and ground for the complete device. (The voltage applied between the terminals of each assembly and its grounded enclosure shall be twice the rated AC voltage plus 1000 V when rated 600 V or less, or 2.25 times the rated AC voltage plus 2000 V when rated over 600 V for 1 minute.) This test is a Pass/Fail test based purely on withstand alone.

5. Inspect assembly for damage and missing parts.

6. Check to assure that the center tap ratio is correct when CT is supplied with resistor.

Verify resistor reterminated.

Tag.

No.

Cold Res.
(ohms)
Insul. Res.
(megohms)*
Overpot.
(4)
CT Ratio
Pri-Sec
Reterm
(4) Initials/Date
*Minimum acceptable values:

VOLTAGE CLASS INSULATION RESISTANCE (megohms)
DISTRIBUTION:

CONTRACTOR/Date

16950 - 19 Electrical Tests
Sheet 6

BONDING RESISTANCE READINGS
(NONELECTRICAL EQUIPMENT/STRUCTURES)

TEST RECORD
TEST EQUIPMENT USED: WEATHER:

NOTES: 1. Vessels, tanks, and structural steel bonded to the main grounding system, dedicated ground rod or foundation, as indicated on drawings listed below.

2. Measure resistance from ground wiretap (or anchor bolt) to tagged equipment frame or structural steel.

EQUIPMENT TAG NO.

OR

STRUCTURE

DRAWING

MEASURED

RESISTANCE
(ohms)

INITIALS/DATE
DISTRIBUTION:

CONTRACTOR/Date

16950 - 20 Electrical Tests
Sheet 7

BONDING RESISTANCE READINGS
(ELECTRICAL EQUIPMENT)

TEST RECORD
TEST EQUIPMENT USED: WEATHER:

NOTES: 1. Electrical equipment bonded to the main grounding system or dedicated ground rod, as indicated on drawings listed below.

2. Measure resistance from ground wiretap to tagged equipment bus bars, tagged equipment enclosures, and any other points indicated on the drawings.

EQUIPMENT TAG NO.

OR

STRUCTURE

DRAWING

MEASURED

RESISTANCE
(ohms)

INITIALS/DATE
DISTRIBUTION:

CONTRACTOR/Date

16950 - 21 Electrical Tests
Sheet 8

INSULATION RESISTANCE
(TRANSFORMER)

TEST RECORD
SUBSTATION NO.: TEST EQUIPMENT:

NOTES: 1. Use 1,000-V test set for 600-volt equipment and below, 2,500-V test set for equipment rated 601 - 5,000 volts, and 5,000-V test set for equipment rated over 5,000 volts.

2. Test voltage to be applied for 1-minute duration and reading taken.

3. Neutral must be disconnected from ground during test.

4. Record temperature of surrounding air temperature for dry-type transformers.

5. Readings will vary inversely with temperature. When the use of temperature correction factors is specified, attach second sheet with computed values. Indicate on each sheet “measured” or “temperature corrected.” RESISTANCE IN (megohms) * Pri Voltage Pri-Sec Liquid
Equip. Primary Secondary to Rating or Temp.

Tag No. ∅A to G ∅B to G ∅C to G ∅A to G ∅B to G ∅C to G Sec (kV) Air (ºC/ºF) *Minimum acceptable values:

VOLTAGE CLASS RESISTANCE (megohms)
TESTER’S INITIALS/DATE
DISTRIBUTION:

CONTRACTOR/Date

16950 - 22 Electrical Tests
Sheet 9

INSULATION RESISTANCE (EQUIPMENT)

TEST RECORD
TEST EQUIPMENT: SUBSTATION:

AMBIENT TEMPERATURE: ºC ºF DATE:

REFERENCE DRAWING: REF. SEC.:

NOTES: 1. Use 1,000-V test set for equipment rated 600 volts and below, 2,500/5,000-V test set for equipment rated over 600 volts.

2. For equipment with solid state control circuits, consult manufacturer’s literature for maximum test voltages.

Switchgear
or MCC INSULATION RESISTANCE (megohms) *
Test
Voltage
Rated
Voltage
Initials/Date
(or other) ∅A to G ∅B to G ∅C to G ∅A to ∅B ∅B to ∅C ∅C to ∅A (kV) (kV) *Minimum acceptable values:

EQUIPMENT VOLTAGE CLASS RESISTANCE (megohms)
TESTER’S INITIALS/DATE
DISTRIBUTION:

CONTRACTOR/Date

16950 - 23 Electrical Tests
Sheet 10

INSULATION RESISTANCE (ROTATING EQUIPMENT)

TEST RECORD
TEST EQUIPMENT: TEST VOLTAGE:

AMBIENT TEMPERATURE: ºC ºF DATE:

EQUIP. TEMP., IF KNOWN: ºC ºF HOW KNOWN:

NOTES: 1. Use 1,000-V test set for equipment 600-volt and below, 2,500/5,000-V test set for equipment rated over 600 volts.

2. Test duration shall be 1 minute, note if otherwise: .

3. Isolate all motor leads from one another and from frame, test phase separately, wherever practical.

4. Document testing of low voltage and medium voltage equipment on separate sheets.

5. Readings will vary inversely with temperature. When the use of temperature correction factors is specified, attach second sheet with computed values. Indicate on each sheet “measured” or “temperature corrected.” Equip.

Tag No. INSULATION RESISTANCE (megohms) *
Rated
Voltage
Equipment
Initial/Date
∅A to G ∅B to G ∅C to G ∅A to ∅B ∅B to ∅C ∅C to ∅A
*Minimum acceptable values:

VOLTAGE CLASS RESISTANCE (megohms)
DISTRIBUTION:

CONTRACTOR/Date

16950 - 24 Electrical Tests
Sheet 11

EQUIPMENT ABSORPTION RATIO AND POLARIZATION INDEX

TEST RECORD
TEST EQUIPMENT: TEST VOLTAGE:

AMBIENT TEMPERATURE: ºC ºF DATE:

EQUIP. TEMP., IF KNOWN: ºC ºF REL. HUMIDITY:

NOTES: 1. Perform test as indicated on Test Records for each individual equipment type. Reference the following sheets:

Transformers 8
Equipment 9
Motors and Generators 10

2. Absorption Ratio = 1-Minute Resistance Value
30-Second Resistance Value

3. Polarization Index = 10-Minute Resistance Value
1-Minute Resistance Value

OHMS TO
GROUND
30-SECOND

READING
∅A TO GROUND

OHMS TO
GROUND
1-MINUTE

READING
∅A TO GROUND

OHMS TO
GROUND
10-MINUTE

READING
∅A TO GROUND

DIELECTRIC

ABSORPTION
RATIO

POLARIZATION
INDEX

OHMS TO
GROUND
30-SECOND

READING
∅B TO GROUND

OHMS TO
GROUND
1-MINUTE

READING
∅B TO GROUND

OHMS TO
GROUND
10-MINUTE

READING
∅B TO GROUND

DIELECTRIC

ABSORPTION
RATIO

POLARIZATION
INDEX

OHMS TO
GROUND
30-SECOND

READING
∅C TO GROUND

OHMS TO
GROUND
1-MINUTE

READING
∅C TO GROUND

OHMS TO
GROUND
10-MINUTE

READING
∅C TO GROUND

DIELECTRIC

ABSORPTION
RATIO

POLARIZATION
INDEX
TESTER’S INITIALS/DATE
DISTRIBUTION:

CONTRACTOR/Date

16950 - 25 Electrical Tests
Sheet 12

MEDIUM VOLTAGE CIRCUIT

TEST RECORD

EQUIPMENT DESIGNATION

CIRCUIT DESCRIPTION
TAG NO. _____________________
MANUFACTURER _____________________
KW/HP _____________________
FLA _____________________
SERIAL NUMBER. ____________________
SERVICE FACTOR. _____________________
RATED VOLTAGE. _____________________

BREAKER DESCRIPTION
MANUFACTURER _____________________
CONTACTOR RATING _____________________
RATED CURRENT _____________________
FUSE SIZE. _____________________
C.T. RATIO ____________________
TYPE ____________________
RATED VOLTAGE ____________________
O/L RELAY SETTING____________________

CONDUCTOR SIZE POWER CONTROL GROUND

1. Check circuit breaker for cleanliness.

2. Check nameplate data and tagging of circuit components for conformance to approved submittals.

3. Check conduits and/or cables for correct tagging.

4. Check equipment and installation for conformance to area classification.

5. Check installation for seals, breathers, and drains.

6. Check main and auxiliary contacts of breaker and contactors.

7. Check mechanical operation of breakers, contactors, and relay and O/L reset devices.

8. Check continuity of power and control cables.

9. Verify calibration and setting of protective relays.

10. Check wiring to surge arrestors, capacitors, stator RTDs and current transformers.

11. Complete functional operation check of the motor control circuit using the contract drawings and approved submittals. Close and open the starter using all control devices.

GENERAL COMMENTS
DISTRIBUTION:

CONTRACTOR/Date

16950 - 26 Electrical Tests
Sheet 13

ELECTRIC MOTOR RUN-IN

TEST RECORD
TEST EQUIPMENT: REFERENCE DRAWING:

NOTES: 1. Duration of tests to comply with specifications.

TEST REMARKS INITIALS/DATE
RESISTANCE:

Bonding resistance measured from motor frame to
main ground/earth system tap.
_______________ ohms
VOLTAGE:

Actual voltage measured at Motor Control Center.
_______________ volts
ROTATION CHECK:

Bump motor to verify rotation. Motor to be
uncoupled.

NO LOAD CURRENT:

At beginning of test _________ amps
At end of test _________ amps
TEMPERATURE OF BEARING:

Check bearing for high temperature:

Before start:
15 minutes after start
30 minutes after start
1 hour after start
2 hours after start
3 hours after start
VIBRATION:

Make visual inspection during run-test. Record any
unusual vibration in remarks column.

NOISE:

Record any unusual noise in remarks column.

DISTRIBUTION:

CONTRACTOR/Date

16950 - 27 Electrical Tests
Sheet 14

THERMOGRAPHIC INSPECTION TEST RECORD
TEST EQUIPMENT: CALIBRATION DATE:

AMBIENT TEMPERATURE: ºC ºF DATE:

Photo and Identification
Location
Equipment ID
Mfr/Model
Connected Load
Actual Load
Fault (if applicable)
Recommendation
Load Factor
Thermographic Image and Results
Max Temp Point ID: _____ _____deg C
Ref Temp Point ID: _____ _____deg C
Ref Temp Point ID: _____ _____deg C
Ref Temp Point ID: _____ _____deg C
Temperature Difference _____deg C
Load-Corrected Temp Rise _____deg C
Current Rating Measured Current Measured Voltage Voltage Drop Across Connection Phase A
Phase B
Phase C
Analysis and Recommended Action:

DISTRIBUTION:

CONTRACTOR/Date
[Insert Photo]
[Insert IR image with specific
measurement points and reference
point identified. Include temperature
scale.]

16950 - 28 Electrical Tests
Sheet 15
CATEGORY 6 ETHERNET CABLE ASSEMBLY

TEST RECORD
Date/Time: Operator:

Cable Type: Test Equipment Model:

Cable ID: Test Equipment Calibration Date:

Cable Length (ft):

Propagation Delay (ns): [Worst Pair] Pass/Fail
Delay Skew (ns): [Worst Pair] Pass/Fail
Insertion Loss (dB):

Frequency (MHz): [Worst Pair] Pass/Fail
Return Loss (dB):

Frequency (MHz): [Worst Pair] Pass/Fail
Wire Map 1 2 3 4 5 6 7 8
| | | | | | | |
1 2 3 4 5 6 7 8
Pass/Fail
Worst Pair
NEXT (dB):

Frequency (MHz):
[Worst Case Margin]
[Worst Case Value] Pass/Fail
Worst Pair
PSNEXT (dB):

Frequency (MHz):
[Worst Case Margin]
[Worst Case Value] Pass/Fail
Worst Pair
ELFEXT (dB):

Frequency (MHz):
[Worst Case Margin]
[Worst Case Value] Pass/Fail
Worst Pair
PSELFEXT (dB):

Frequency (MHz):
[Worst Case Margin]
[Worst Case Value] Pass/Fail

END OF SECTION

16961 - 1 Power System Studies
SECTION 16961

POWER SYSTEM STUDIES
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Provisions: Applicable provisions of Section 16010 become a part of this Section as if repeated herein.

1.02 SCOPE OF WORK
A. Obtain the services of an independent firm to provide complete Short-Circuit and Protective Device Coordination studies, and Arc Flash Risk Assessment for the electrical system as defined below. The firm performing the work shall have been regularly engaged in short-circuit and protective device coordination services for a period of at least 10 years.

B. The firm performing the work shall be responsible for the collection of all data required to perform the studies.

C. For the purpose of this specification Section, the "Electrical System" shall be limited to the modified or newly installed equipment and are not required to include the entire facility electrical distribution system.

The studies shall include the following equipment:

1. Upstream 750 kVA transformer serving the SUS-2 Secondary Switchboard.

2. SUS-2 Secondary Switchboard main breaker.

3. ATS-2.

4. MCC-11 feeder breaker serving MCC-12.

5. Mini Power Center feeder breaker located within MCC-12.

6. Mini Power Center.

7. Generator.

8. Generator docking station.

D. The study shall include the following scenarios:

1. ATS-2 supplied by Utility power from existing SUS-2

2. ATS-2 supplied by Generator power
E. The Short-Circuit Study shall provide for the calculation of fault currents at each piece of gear in the Electrical System. Fault currents shall be calculated for scenarios of utility and standby power, as outlined in this Section.

F. The Protective Device Coordination Study shall include trip characteristics for all protective devices in the Electrical System, from the 750 kVA transformer serving the SUS-2 Secondary Switchboard through the main circuit breaker on each 208/120 VAC panelboard of all distributed branch circuits. Trip characteristics shall be analyzed for scenarios of utility and standby power, as outlined in this Section.

G. Reports:

16961 - 2 Power System Studies

1. Reports for the Short-Circuit Study, Protective Device Coordination Study, and Arc Flash Risk Assessment shall be stamped and signed by a California Registered Electrical Engineer.

2. Report calculations shall be generated by a software analysis application with proven accuracy and reliability at performing 3-phase fault calculations.

1.03 REFERENCE STANDARDS
A. Institute of Electrical and Electronics Engineers, Inc. (IEEE) B. American National Standards Institute (ANSI)
C. The National Fire Protection Association (NFPA)
D. InterNational Electrical Testing Association (NETA) Standard for Acceptance Testing Specifications (ATS)
E. NFPA 70E, Standard for Electrical Safety in the Workplace F. IEEE 1584 (2018 Edition), Guide for Performing Arc-Flash Hazard Calculations G. Occupational Safety and Health Administration (OSHA) (29 CFR PART 1910), Occupational Safety and Health Standards for General Industry

1.04 SUBMITTALS
A. Submit data in accordance with the Product Review category of the General Conditions and the submittal requirements of Section 16010.

B. Submit credentials of firm performing the studies to demonstrate sufficient experience with performing this type of work, as specified herein.

C. Preliminary: Preliminary Short-Circuit Study, Protective Device Coordination Study, and Arc Flash Risk Assessment shall be submitted to the Engineer for review prior to release of equipment drawings for manufacturing. If formal completion of the studies may cause delay in equipment manufacturing, approval from the Engineer may be obtained for preliminary submittal of sufficient study data to ensure that the selection of device and characteristics will be satisfactory.

D. Results of the Short-Circuit Study, Protective Device Coordination Study, and Arc Flash Risk Assessment shall be summarized in a final report. Submit hardbound copies of the complete final report and one digital copy in PDF on a CD. Electronic delivery shall contain full searchable text and include any computer models developed for the studies at no additional cost.

E. Sample arc flash warning labels for each piece of equipment. Submit copies of labels at full size, with all required information as calculated by the Arc Flash Risk Assessment.

1.05 DATA COLLECTION
A. The firm performing the Short-Circuit Study, Protective Device Coordination Study, and Arc Flash Risk Assessment shall furnish the Contractor with a listing of required data. The Contractor shall collect and furnish all required data. The Contractor shall expedite collection of the data to eliminate unnecessary delays and assure completion of the studies as required for final acceptance of the equipment shop drawings and/or prior to the release of the equipment for manufacturing.

16961 - 3 Power System Studies
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 GENERAL REQUIREMENTS
A. The Short-Circuit Study and Protective Device Coordination Study shall be performed as outlined in InterNational Electrical Testing Association (NETA) Standard for Acceptance Testing Specifications, Section 6 with exceptions as included in this Section.

B. In order to select relays and fuse characteristics as required for optimum coordination, the coordination study shall be performed as soon as the vendors for the new electrical equipment are identified. Relays and fuse selection by the power distribution equipment suppliers shall be based on the results of the favorably reviewed study.

C. The studies shall be submitted to the Engineer for acceptance before final acceptance of power distribution equipment submittals and before any settings are made on equipment.

D. The final report for the Short-Circuit Study, Protective Device Coordination Study, and Arc Flash Risk Assessment shall be bound in a standard 8 1/2-inch by 11-inch sized report. The selection of all protective relay types, current transformers, and fuse types and ratings shall be the responsibility of the manufacturer and shall be based on the preliminary draft of the coordination study, which shall be submitted with the equipment shop drawings (or earlier). The studies shall be accepted by the Engineer before any equipment is shipped. See Paragraph 1.04 for submittal requirements.

E. The report shall include a single line diagram depicting the Electrical System included in the analysis. At a minimum, the single line diagram shall be on an 11- inch by 17-inch sheet, and include the following information:

1. Equipment/bus tags which match the contract documents

2. Equipment/bus ampacity ratings

3. Motor horsepower

4. Protective device frame rating, trip setting, and curve options, as applicable

5. Transformer primary/secondary voltages, kVA rating, and impedance

6. Conductor materials, insulation types, and lengths
F. The studies shall be run on each of the following scenarios:

1. Utility power

2. Generator power

3.02 SHORT-CIRCUIT STUDY
A. Provide a complete Short-Circuit Study. The study shall include, but shall not be limited to, the following, as applicable:

1. Full compliance with applicable ANSI and IEEE Standards.

2. Performed on nationally recognized computer software, such as ETAP or SKM Power Tools.

3. Overall system impedance diagram. The diagram shall include the power company's impedance and X/R ratios and circuit element impedances (e.g.,

16961 - 4 Power System Studies
transformers, generators, motors, VFDs, feeders, distribution buses as applicable).

4. Available three phase and ground fault asymmetrical and symmetrical shortcircuit fault currents at each piece of electrical equipment, bus, transformer, etc.

5. The momentary and interrupting rating of all elements of the distribution system shall be listed. The maximum available short-circuit fault current available at each element shall be calculated.

6. Executive summary describing the distribution system, the procedures used to develop the study, utility related information furnished by the utility company, including the name and telephone number of the individual supplying the information, identification of all assumptions made in the preparation of the study, identification of any problem areas, and a definitive statement concerning the adequacy of the distribution system to interrupt and withstand the maximum possible short-circuit fault current.

7. Computer printouts for the three phase, single phase and ground fault studies. Printouts shall indicate the short-circuit fault current available at each major equipment and distribution bus within the medium and low voltage distribution systems.

3.03 PROTECTIVE DEVICE COORDINATION STUDY
A. Provide a complete Protective Device Coordination Study. The Protective Device Coordination Study shall include, but shall not be limited to:

1. Medium and low voltage power system transformers.

2. Low voltage switchgear, switchboards, power distribution panels and motor control centers.

3. Motor starters and variable frequency drives.

4. Standby generators.

5. A tabulation of all the settings for every over current protective device, timer, power system relays (e.g., ANSI 50, 51), circuit breaker, recommended fuse and current transformer ratings, etc.

6. Transformer excitation current.

7. Motor and cable damage curves in accordance with the manufacturer's recommendations.

8. Select relay types (e.g., inverse, very inverse, extremely inverse, overcurrent with or without voltage restraint, timers), current transformer ratings and types, fuse, residually or zero sequence connected ground faults protection, etc. that will allow the system to be protected within the equipment fault ratings and provide the maximum possible coordination between the protective devices.

9. Provide recommended settings for protective devices, such as relays and circuit breakers, to achieve the best selectivity to minimize system disturbances during fault clearing.

10. Provide a complete set of time-current coordination curves on log-log paper for every protective relay, circuit breaker, fuse, timer, etc. serving or located in the electrical equipment furnished for the project, including the utility protective devices. Provide a separate time-current curve for each unique feeder system, without displaying parallel devices powered from a common bus. The time-current curves shall display the coordination from the lowest device in the distribution system up through the utility's protective device.

Clearly identify each device curve displayed on the graph, by color coding

16961 - 5 Power System Studies
and text callouts. Include specific settings used for the curve (as applicable) in the text callout. A single line diagram depicting the portion of the distribution system under study shall appear with each curve. The minimum size log paper to be submitted shall be 11-inch by 17-inch.

11. Time current curves shall include transformer ANSI damage and inrush curves, cable damage curves, circuit breaker and fuse ratings and settings, protective relay settings, and any other information required by ANSI and good design practices. As a minimum, provide curves for:
a. Each medium voltage and low voltage feeder down to 480-volt motor control centers and panelboards.
b. Each main, tie and feeder circuit breakers located in medium voltage and low voltage switchgear, motor control centers and panelboard.

Include the largest feeder circuit breaker in each motor control center and panelboard.
c. Each ground fault protective device provided for the medium voltage and low voltage power distribution systems.

B. The report shall include a reference to any part of the Electrical System where selectivity cannot be achieved, and a brief explanation of the cause. Provide recommendations where applicable for alternate methods that would improve selectivity.

3.04 ARC FLASH RISK ASSESSMENT
A. Provide a detailed Arc Flash Risk Assessment. The analysis shall include, but shall not be limited to:

1. Determine potential arc flash incident energies, arc flash boundaries, shock hazard boundaries and proper personal protection equipment (PPE) for all energized electrical equipment.

2. The study shall determine worst-case scenarios for the arc flash energy level calculations, and any suggested changes to the protection scheme or equipment selection that will result in improved system reliability and safety.

3. The study shall indicate the worst-case values for each of the scenarios listed in Paragraph 3.01F. Provide values in tabular format including at a minimum, location of fault, incident energy, arc flash boundary, working distance, acting protective device, protective device activation time, and arcing fault current.

4. Provide executive summary, including introduction, methodology, information sources, key assumptions, NFPA 70E considerations and calculations.

5. Develop and install arc flash warning labels based on arc flash study results.

3.05 FIELD ADJUSTMENT
A. All field adjustment and modifications shall be performed in the presence of the Owner, before energizing equipment.

B. Adjust relay and protective device settings according to the recommended settings table provided by the coordination study. Field adjustments shall be completed by the equipment manufacturer.

C. Make minor modifications to equipment as required to accomplish conformance with Short-Circuit and Protective Device Coordination studies.

16961 - 6 Power System Studies

3.06 MODIFICATIONS
A. Notify the Owner in writing of any required major equipment modifications. Major modifications to the equipment shall not be allowed unless otherwise approved in writing by the Engineer and the Owner.

3.07 ARC FLASH WARNING LABELS
A. The vendor shall provide a 4 inch by 4-inch thermal transfer type label of high adhesion polyester for each work location analyzed. Labels shall be machine printed, with no field markings.

B. The label shall have an orange header, compliant with ANSI Z535, with the wording, "WARNING, SHOCK & ARC FLASH HAZARD", and shall include the following information:

1. Location designation (equipment identification tag)

2. Nominal voltage

3. Arc flash boundary

4. Incident energy at working distance (in calories/centimeter-squared)

5. Working distance

6. Shock boundaries
a. Limited approach distance
b. Restricted approach distance

7. Required personal protective equipment,

8. Engineering report number, revision number and issue date.

9. Where voltage exceeds 600 VAC or incident energy is greater than 40 cal/cm2, label header shall be changed to "DANGER, SHOCK & ARC FLASH HAZARD."
C. Arc flash labels shall be provided in the following manner and all labels shall be based on recommended overcurrent device settings.

1. For each 600, 480 and applicable 240 and 208 VAC panelboards and disconnects, one arc flash label shall be provided.

2. For each industrial control panel, provide one arc flash label.

3. For each transformer, provide one arc flash label at both the front and rear access points, as applicable.

4. For each low voltage motor control center, at least one arc flash label shall be provided. Motor control centers larger than five sections shall bear one arc flash label for each five sections. Back-to-back or turned corner configurations shall be treated as two motor control centers for the purpose of labeling.

5. For each 96-inches of low voltage switchboard, one arc flash label shall be provided.

6. For each standalone VFD or motor starter, one arc flash label shall be provided.

7. For each switchgear, provide one arc flash label for each the front and rear of the incoming compartment and one arc flash label on each compartment that houses a draw-out device.

8. For each medium voltage motor control center, provide one arc flash label each for the front and rear of the incoming compartment, one label for each individual starter or switch operating handle, and one label each for any drawout power drawers.

9. Where equipment includes a "maintenance mode" bypass setting on a protective device as a temporary arc-flash reduction measure, provide one

16961 - 7 Power System Studies
arc flash label at the applicable protective device which indicates the calculated values when maintenance mode is enabled. This label shall be clearly marked to indicate what it represents.

D. The Contractor shall affix the labels in accordance with the following:

1. Labels shall be in a clearly visible location on the front panel of the equipment near the incoming service or main protective device. Labels on equipment with bottom-entry incoming service shall be placed a minimum of 60-inches from the bottom of the equipment.

2. Labels affixed to outdoor equipment which includes an outer door and inner deadfront panel shall be placed on the deadfront panel to avoid fading due to exposure to the elements.

3. For labels affixed to removable compartment doors or covers, the removable cover shall be clearly marked to identify the specific compartment for which it is intended to be used.

3.08 ARC FLASH TRAINING
A. The equipment manufacturer shall provide arc flash training to the Owner's staff. At a minimum, the training shall include potential arc flash hazards associated with working on energized equipment and maintenance procedures in accordance with the requirements of NFPA 70E, Standard For Electrical Safety Requirements For Employee Workplaces. The training shall be recorded in a video format and provided on a DVD or solid-state media to the Owner.

END OF SECTION

16961 - 8 Power System Studies

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17010 - 1 Instrumentation and Controls,
General Requirements
SECTION 17010

INSTRUMENTATION AND CONTROLS, GENERAL REQUIREMENTS
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Scope of Work:

1. The Owner will handle all programming changes to existing control systems for new equipment, terminate new control wires within existing control panels, and perform functionality checks for the existing control systems with the new equipment (ATS, Docking Station, etc).
a. MSO Technologies, Inc. will be contracted by the Owner for this work.

2. The contractor is responsible for installing conductors as specified in the contract documents including but not limited to landing them at their field locations, routing the conductors to the existing control panels, clearly labeling them, and coiling/protecting them in the existing control panels for the Owner’s Contractor to terminate. The contractor shall be present with the Owner’s Contractor during all functionality testing of the modified control systems with the new equipment.

3. MSO Technologies, Inc. Contacts:
a. Lloyd Trick
1) (805) 379-8668 Ext.1002
2) [email protected]
B. Work Specified in Other Divisions:

1. Division 16 work, including all instrumentation and controls conduit, and only that wire specified in Division 16. Refer to Division 16 Specifications for specific requirements for wire, conduit, grounding, and other electrical equipment.

PART 2 - NOT USED
PART 3 - NOT USED

END OF SECTION

17010 - 2 Instrumentation and Controls,
General Requirements

THIS PAGE INTENTIONALLY BLANK

Appendix
A
ATS Cut Sheets

ASCO
®

*DRAWING IS FOR MECHANICAL LUGS.

ASCO
®

*DRAWING IS FOR COMPRESSION LUGS.

Appendix
B
Docking Station Cut Sheets

ESL Power Systems, Inc. | 2800 Palisades Dr. | Corona, CA 92878 | 800.922.4188 | +1.951.739.7000 | www.eslpwr.com | [email protected] UL 1008 Listed
Features
Drawing
Approvals
• Quick connect solution for a backup
portable generator
• Hinged, padlockable access door &
dead front panel for safe generator
connection and operation
• Type 3R double coated, cold-rolled
steel enclosure with gray powdercoat
RAL 7035 (stainless steel &
additional colors optional)
• Color-coded cam style connectors for
easy connection
• Unit does not provide overcurrent
protection. Must be used with
appropriately sized feeder disconnect
for intended application
• Wall mountable; leg kits optional
• Optional extended-depth enclosure
(8” deeper) available for bottom
conduit entry applications
© 2022 ESL Power Systems, Inc. All rights reserved
3612
220628
850 - 1200A, up to 600VAC
Series: 3612
TempTap™ Generator Docking Station
• UL/cUL 1008 Listed assembly
• UL 1691 Listed receptacles
Available incoming conduit entry locations shown shaded.

39.0 38.0

16.4 FRONT VIEW SIDE VIEW FRONT ANGLE VIEW REAR ANGLE VIEW

ESL Power Systems, Inc. | 2800 Palisades Dr. | Corona, CA 92878 | 800.922.4188 | +1.951.739.7000 | www.eslpwr.com | [email protected] UL 1008 Listed
Specifications
TempTap Generator Docking Station
Series: 3612
© 2022 ESL Power Systems, Inc. All rights reserved
3612
220628
System Voltage
120/240 (2-Phases + Neutral + Ground)
208Y/120 (3-Phases + Neutral + Ground)
208 (3-Phases + Ground) (no Neutral)
240 Delta (3-Phases + Ground) (no Neutral)
240/120 Delta (3-Phases + Neutral + Ground) (High Leg)
480 Delta (3-Phases + Ground) (no Neutral)
480Y/277 (3-Phases + Neutral + Ground)
Assembly Rating 42kAIC up to 600V
Terminals
Load terminals: 1/2-13 x 1 1/4” Stud
Ground lug: #6 - 250kcmil
Other options available
Enclosure Material Double coated, cold-rolled steel, 304SS, 316SS Environmental Rating 3R (standard), 3RX
Enclosure Color
RAL-7035 – Wrinkle Light Gray (standard)
RAL-1015 – Wrinkle Light Ivory
RAL-1023 – Wrinkle Traffic Yellow
RAL-2004 – Wrinkle Pure Orange
RAL-3020 – Wrinkle Traffic Red
RAL-5002 – Wrinkle Ultramarine Blue
RAL-6024 – Wrinkle Traffic Green
RAL-7004 – Wrinkle Signal Gray
RAL-7038 – Wrinkle Agate Gray
RAL-8017 – Wrinkle Chocolate Brown
RAL-9003 – Wrinkle Signal White
RAL-9005 – Wrinkle Jet Black
Standard Accessories Phase Rotation Monitor
Remote Start 3 Point TB
Optional Accessories
Pilot Light - Primary Source (Red)
Pilot Light - Primary Source (Green)
Surge Protection Device (SPD)
Heater/Thermostat/De-Humidistat
Receptacle - 20A, 120V Duplex
Receptacle - 20A, 120V GFCI Duplex
Receptacle - 20A, 120V Twist Lock
Receptacle - 30A, 120V Twist Lock
Receptacle - 20A, 120V Straight Blade
Other options available
Optional Extended Depth Enclosure Extended Depth (8”) for bottom conduit entry Ordering
Information &
Options

10.00 36.00

10.50 13.00

7.00 LISTED
SERIAL #_______________________________
_________

TRANSFER SWITCH ACCESSORY
SHORT CIRCUIT WITHSTAND RATING: 42,000 RMS SYMMETRICAL AMPS

CAM-STYLE INLET BOX
L C US
U
TYPE: 3R
4NM1
ITEM # 3612-SERIES
Corona, CA <> (800)922-4188 <> (951)739-7000 <> [email protected] 801-1200A 50/60Hz 3ɸ + N + G
MFG. DATE:

R

SINGLE STAB
(RAL 7035)
THICKNESS:
1190-16

GALV STEEL
MODEL:
12 GAUGE
1 OF 1

CAM-STYLE INLET BOX

PART NUMBER
WITHOUT THE PERMISSION OF ESL.
3612-SERIES
REFERENCE:

CORONA, CALIFORNIA

THIS DOCUMENT AND THE DATA DISCLOSED HEREIN
3-PHASES + N + G
POWER SYSTEMS, INC. 801-1200A
RESISTER NOMINAL DE COURT-CIRCUIT: 42,000 RMS SYMETRIQUES AMPERES

POWER SYSTEMS
EST. WEIGHT: 246 Lbs.

MATERIAL:

OR WHEREWITH IS NOT TO BE REPRODUCED, USED
SHEET
3612-SERIES

OR DISCLOSED IN WHOLE OR IN PART TO ANYONE
eslpwr.com - [email protected] COLOR: WRINKLE GRAY (951) 739-7000 (800) 922-4188 REV. BY DATE DESCRIPTION
0 MAQ 02/01/2022 FOR REFERENCE

G A B C

G A B C
NOTES:

1. FINISH POWDER COAT SERIES W49.

SEE TITLE BLOCK FOR COLOR.

2. TYPE 3R CONSTRUCTION.

3. OPTIONAL PLUG KITS AVAILABLE

4. FOAM SEAL INSIDE OF ALL CONDUIT

ENTRIES
CENTER

OF MASS
NOTES:

1. FINISH POWDER COAT SERIES W49.

SEE TITLE BLOCK FOR COLOR.

2. TYPE 3R CONSTRUCTION.

3. OPTIONAL PLUG KITS AVAILABLE

4. FOAM SEAL INSIDE OF ALL CONDUIT

ENTRIES

CONDUIT WIRING

ENTRY AREA
HASP

DANGER LABEL

DOOR CLAMP

PRODUCT LABEL

HINGED DOOR

VOLTAGE LABEL

FRONT VIEW

PADLOCKABLE
(2X)

TEMPTAP
LOGO

39.00 (2X)
.63
(2X)

17.59 38.00

39.69 35.00
.63 19.24
C C
(WIRE ACCESS DOOR SHOWN CLOSED)

BOTTOM VIEW
N

CIRCULATING FAN

PER VOLTAGE

SHOWN FOR ILLUSTRATION
PURPOSES ONLY.

SOLD SEPARATELY CONNECTORS
COLOR CODED:
(2X)
PROVIDED. WIRE TERMINATION
LUGS AVAILABLE AS AN OPTION.

GROUND LUG
(DOOR AND DEADFRONT NOT SHOWN)

FRONT VIEW
400A, 600V RATED FEMALE PLUG

SINGLE STAB MALE

COPPER CONNECTION PADS

SIDE VIEW
(WIRE ACCESS DOOR

SHOWN CLOSED)

22.34 35.00

HINGED COVER OVER

CABLE INLET OPENINGS

CUSTOMER

CONDUIT

ENTRY AREA

15.00 16.45

5.96 SECTION C-C

FRONT VIEW
(DOOR NOT SHOWN)

DEADFRONT
N
FOR REFERENCE Page 238 of 258
Appendix C

1. Stormwater Quality Pollution Control Plan (12 pages)

2. Construction & Demolition Materials Management Plan Estimate for Capital Projects (2 pages)

3. Final Report – Construction & Demolition Waste Letter of Documentation (2 pages)

4. Notice of Potential Claim (1 page)

5. No Parking Sign Example (1 page)

6. Prevailing Wage Rates (1 page)

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 1 of 12 City of Camarillo
PUBLIC PROJECT*
Stormwater Pollution Control Plan
For Projects disturbing less than 1 acre, that are not subject to post-construction stormwater quality mitigation.

SWPCP No. ___________
(City Stormwater Program Manager will assign # upon first review of SWPCP) Project Name: _________________________
Project #: __________________________
Project Location: ________________________
Brief Project Description: _________________________________________ ________________________________________________________________ Amount of Impervious Surface area that is replaced, added, or created _______________(Sq.Ft.) Total Disturbed Area___________(Sq.Ft.)
Project Contractor Responsible for SWPCP Implementation: ___________________________ Name/Phone #
Construction Start Date: ___________________________
Construction Completion Date: ___________________________ Date Project Initiated Project Design: _______________________ (City CIP Engr. To Provide)
SWPCP Prepared by: ______________________________________________ Name, Title
______________________________________________
Company Name & Phone #
Date: __________________________________
*This SWPCP is required for all public projects including those under a Capital Improvement Project Plan that disturb less than one acre of soil. If the project disturbs one or more acres of soil, it is subject to the State General Construction NPDES Permit and related SWPPP (see the Los Angeles and Ventura Counties Municipal Stormwater Permit, Order R4-2021-0105).

Approved by: __________________________________________ City of Camarillo Stormwater Program Manager

Date: _________________________________________________

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 2 of 12

REQUIREMENTS
FOR A

STORMWATER POLLUTION CONTROL PLAN
Prior to the issuance of any construction/grading permit and/or the commencement of any clearing, grading or excavation, contractors of projects with construction activities shall prepare and submit a Stormwater Pollution Control Plan (SWPCP), on the form provided herein, for the review and approval of the City Engineer and the Stormwater Program Manager.

The purpose of the SWPCP is to identify potential pollutant sources that may affect the quality of discharges and to design the use and placement of Best Management Practices (BMPs) to effectively prohibit the entry of pollutants from the construction site into the storm drain system during construction.

Erosion and sediment source control BMPs should be considered for both active and inactive (previously disturbed) construction areas. BMPs for wind erosion and dust control are also included. The SWPCP may require modification as the project progresses and as conditions warrant.

The SWPCP shall be developed and implemented in accordance with the Waste Discharge Requirements and National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties, Permit No. CAS004004, Board Order R4-2021-0105, and any other requirements established by the City of Camarillo.

The applicant/owner is responsible for ensuring that all project contractors and subcontractors implement all applicable BMPs.

This approved SWPCP document must remain on-site and accessible during normal construction hours.

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 3 of 12

STORMWATER POLLUTION CONTROL PLAN
Definitions:

SWPCP - Stormwater Pollution Control Plan
BMP - Best Management Practice
This Stormwater Pollution Control Plan and BMP references are from the California Stormwater Best Management Practice Handbooks (Construction, Municipal, New Development & Redevelopment, and Industrial). The handbooks may be obtained from the California Stormwater Quality Association (CASQA) at www.cabmphandbooks.com or www.casqa.org .

Responsible Party Information
Project Owner/Developer: City of Camarillo Contact: ________ ________ Mailing Address: 601 Carmen Drive
City: Camarillo State: CA Zip: 93010 Phone:

Contractor:

Mailing Address:

City: State: Zip: Phone:

Contractor’s Authorized Representative:

Phone:

Estimated Start Date of Project:

Estimated Finish Date of Project:

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 4 of 12 Site Map Requirements
In addition to proposed construction plans, provide the following information and provide an aerial map or drawing depicting the controls to be applied (i.e., inlet protection, sediment controls, material, equipment, vehicle, portable toilet and stockpile areas, if applicable. • Parcel Size = __________ acres
Note: Before a grading permit is issued, the City of Camarillo will require proof of receipt of a Notice of Intent for the State National Pollutant Discharge Elimination System General Construction Permit for all construction projects that have a parcel size of one acre or more or that are less than one acre but the site is part of a larger common area of development or sale. • Boundary of construction site: construction area = __________ acres. • Existing paved areas and buildings.
• Areas of existing vegetation to be protected/preserved. • Areas where it is known that toxic materials have been stored, disposed, spilled, or leaked onto the construction site.
• Affected water courses, lakes, wetlands, springs, and wells. • Watershed boundary of offsite areas that drain into construction site. • Boundary of drainage area where stormwater leaves property. • Areas of soil disturbance and locations of potential soil erosion areas requiring BMPs during construction.
• Areas of cut and fill.
• Drainage patterns and slopes anticipated after major grading activities. • Locations of existing storm drain facilities.

Types and locations of stormwater structures, controls, and/or BMPs that will be built/utilized to control stormwater pollution during construction. Provide a brief description of BMPs selected and, if appropriate, attach modified fact sheets or additional information.
• Construction and erosion control material storage areas. • Temporary stockpile and construction waste storage areas. • Construction vehicle storage and service areas.

The above information should be updated as needed to meet evolving construction conditions.

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 5 of 12 Inventory of Contractor’s Activities and Special Conditions

1. Describe construction materials, equipment, and vehicles that will be used onsite.

2. Describe the existing soil and source description of fill material (reference or attach soils report).

3. Provide a description of special site conditions that may contribute pollutants to all discharges and how they are to be controlled.

4. Describe stormwater structures/controls on the site prior to construction and how these structures/controls will be integrated into the SWPCP to reduce sediment and other pollutants in all discharges.

5. Provide the sequence for implementation or installation or proposed BMPs.

6. List waters, other than stormwater, which will flow from the site during dry weather, the approximate amount of flow, and methods for preventing or treating these dry weather flows.

Attach sheets if additional space is required.

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 6 of 12 Monitoring, Inspection, and Maintenance Requirements

1. Implement maintenance/repair efforts to ensure that the required BMPs are in good and effective condition. (A maintenance/repair plan is attached? Yes No See pages 10- 11 of SWPCP.)

2. Before start of construction and during contractor annually train all site personnel responsible for installing, inspecting, and maintaining BMPs: SC-14. (Training program/material attached? Yes No) Document training on Attachment 2. Contractor must forward copy of training record to City Stormwater Program Manager before construction can begin.

3. Keep records and document on Inspection form (Attachment 1):
• annual inspection
• pre-storm inspection
• post-storm inspection

4. Contractor shall monitor BMPs at drain inlets before, after and during rain events and modify as needed to prevent flooding of public right-of-way. Contractor shall remove all BMPs upon completion of roadwork.

Best Management Practices - BMPs
Complete the following charts. The BMPs listed may be used if applicable or adequate. Additional BMPs may apply. Please do not attach the BMP Fact Sheets referenced from the California Stormwater BMP Handbooks to the city’s copy of the SWPCP; however, the BMP Fact Sheets must be attached to the SWPCP that is kept at the construction site. BMPs can be downloaded from the California Stormwater Handbooks at www.cabmphandbooks.com.

BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason)
Yes No
Erosion Control BMPs
EC-1 Scheduling
EC-2 Preservation of Existing Vegetation
EC-3 Hydraulic Mulch
EC-4 Hydroseeding
EC-5 Soil Binders
EC-6 Straw Mulch
EC-7 Geotextiles & Mats
EC-8 Wood Mulching
EC-9 Earth Dikes & Drainage Swales
EC-10 Velocity Dissipation Devices

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 7 of 12 BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason)
Yes No
EC-11 Slope Drains
EC-12 Stream bank Stabilization
EC-14 Compost Blankets
EC-15 Soil Preparation/Roughening
EC-16 Non-Vegetative Stabilization
Temporary Sediment Control BMPs
SE-1 Silt Fence
SE-2 Sediment Basin
SE-3 Sediment Trap
SE-4 Check Dam
SE-5 Fiber Rolls
SE-6 Gravel Bag Berm
SE-7 Street Sweeping & Vacuuming
SE-8 Sandbag Barrier
SE-9 Straw Bale Barrier
SE-10 Storm Drain Inlet Protection
SE-11 Active Treatment Systems
SE-12 Temporary Silt Dike
SE-13 Compost Socks & Berms
SE-14 Biofilter Bags
Wind Erosion Control BMPs
WE-1 Wind Erosion Control
Temporary Tracking Control BMPs
TC-1
Stabilized Construction
Entrance/Exit
TC-2 Stabilized Construction Roadway
TC-3 Entrance/Outlet Tire Wash
Non-Stormwater Management BMPs
NS-1 Water Conservation Practices
NS-2 Dewatering Operations
NS-3 Paving & Grinding Operations

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 8 of 12 BMPs Selected – Noted by Ref. ID from the
California Stormwater BMP Handbooks
Use BMP
(If no, state reason)
Yes No
NS-4 Temporary Stream Crossing
NS-5 Clear Water Diversion
NS-6 Illicit Connection/Discharge
NS-7 Potable Water/irrigation
NS-8 Vehicle & Equipment Cleaning
NS-9 Vehicle & Equipment Fueling
NS-10 Vehicle & Equipment Maintenance
NS-11 Pile Driving Operations
NS-12 Concrete Curing
NS-13 Concrete Finishing
NS-14 Material over Water
NS-15 Demolition Adjacent to Water
NS-16 Temporary Batch Plants
Waste Management & Materials Pollution Control BMPs
WM-1 Material Delivery & Storage
WM-2 Material Use
WM-3 Stockpile Management
WM-4 Spill Prevention & Control
WM-5 Solid Waste Management
WM-6 Hazardous Waste Management
WM-7 Contaminated Soil Management
WM-8 Concrete Waste Management
WM-9 Sanitary/Septic Waste Mgmt.

WM-10 Liquid Waste Management
Additional BMPs Selected
EC-11 Building Repair & Construction
(Industrial handbook)
Site Management
Housekeeping

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 9 of 12 Certification
Contractor
As the Contractor of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project’s construction activities on stormwater quality. The project owner is aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness.

The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity.

Name: Title:

Signature: Date:

City Representative:

I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the SWPCP to reflect current conditions, or failing to properly and/or adequately implement the SWPCP may result in revocation of grading and/or other permits or other sanctions provided by law.

Name: Title:

Signature: Date:

REVIEWED BY CITY STORMWATER PROGRAM MANAGER:
______________________________ Date: ____________________________ Jessica Ouellette (805-383-5659)
Acceptance or approval of this Stormwater Pollution Control Plan in no way precludes the authority of the agency to require modification to the plan as conditions warrant nor does the agency take responsibility for performance of BMPs provided for in the plan.

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 10 of 12 Stormwater Quality Controls – BMP Map (Can use Aerial map and draw in BMPs) Insert drawing/map of project site that identifies location of BMPs and their ID# (ie, SE-10 Silt Fence)

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 11 of 12 Attachment 1 to SWPCP
Construction Site Inspection Checklist
Contractor shall complete this checklist, keep a copy with the SWPCP and provide copy to the city within one business day of inspection. Inspections shall be conducted a minimum of:
• Monthly during nonrainy season (April 16 through September 30) • Weekly during rainy season (Oct. 1 through April 15)
• Before, during and after a significant rain event (.25” or greater). • Contractor shall monitor BMPs at drain inlets before, after and during rain events and modify as needed to prevent flooding of public right-of-way. Contractor shall remove all BMPs upon completion of roadwork.

DATE OF INSPECTION: _________________________
Project Name: ___________________________Contractor:_______________________ Weather Conditions during inspection: ___________________________________________ Item
Compliance
Accomplished

YES NO N/A
Date Completed
1 Is the site entrance stabilization adequate?
2 Is equipment/vehicles parked in designated areas and free from significant leaks? Are drip pans present as needed? 3 Are maintenance areas free from stains on the soil?
4 Are all materials stored in bins or covered in plastic and protected from storm water?
5 Is construction waste being disposed of in proper trash containers?
6 Are concrete washout stations present and being utilized and maintained?
7 Is fugitive dust being controlled and water being used as needed?
8 Are catch basins, drainage channels, drain inlets/outlets being protected?
9 Are erosion control measures (BMPs) identified in
SWPCP in place and effective?
10 Are sediment control measures (BMPs) identified in
SWPCP in place and effective?
Comments:_____________________________________________________________________ I certify under penalty of law that this inspection is true, and I or a qualified assigned person has performed the required inspection as stated in the SWPCP.
__________________________________ ___________________________________ Inspector Signature Contractor Signature
Copy to: City Stormwater Program Manager ([email protected])

Camarillo spec lang projects under 1 acre SWPCP Public MASTER rev 9-24-2025 No PC Page 12 of 12 Attachment 2 to SWPCP
Trained Contractor Personnel Log
All City employees and contractors (whose interactions, jobs and activities affect stormwater quality) must be trained before start of project construction and annually on Storm Water Pollution Prevention Controls and illicit discharge prevention and reporting. A copy of the training log shall be forwarded to the City of Camarillo Stormwater Program Manager, 601 Carmen Dr. Camarillo CA 93010, 805-383-5659.

Storm Water Management Training Log for Contractors
Contractor Name:

Type of Contract or Service Provided:

City Dept. Rep. Contractor Reports to:

Date of Training:

Instructor: Telephone:

Stormwater quality training was provided on illicit discharge prevention & reporting as well as nonstorm water management, erosion controls, waste management and materials pollution control, and spill prevention related to the following categories: (check as appropriate) Vehicle & Equipment Maintenance Illicit Discharge Prevention & Reporting Graffiti Abatement Good Housekeeping & Building Maintenance Pavement Marking and Painting Storm Drain and Ditch Cleaning & Maintenance Asphalt Use Safety Concerns when maintaining stormwater treatment devices Concrete Use Spill Prevention and Proper Cleanup Procedures Landscape Maintenance Other
Pest and Fertilizer Management, including Integrated Pest Management (IPM) Attendee Roster
Name Company Phone Number
Comments:

FINAL REPORT
Construction & Demolition Waste Letter of Documentation

IMPORTANT NOTICE
All projects required to submit CONSTRUCTION & DEMOLITION WASTE MANAGEMENT PLAN, must submit FINAL REPORT: CONSTRUCTION & DEMOLITION WASTE LETTER OF DOCUMENTATION and related documentation at the time of final inspection.

Scan and submit completed forms to the City Project Manager.

Date: Permit Number (if applicable):

Project Address:

Contractor:

Contractor Phone Number:

Material Type
Management Option
(Approved Waste Hauler
OR
“Self Haul”. If “Self
Haul”, indicate the
location where materials
were taken.)
Weight
(Gross Tons)
Disposed
Tons
Recycled
Tons
Asphalt
Brick/Masonry/Roof Tiles
Cardboard
Carpet/Carpet Pads
Concrete
Wash Out
Dirt/Sand/Rock
Drywall/Gypsum Board
Fixtures (doors, toilets,
windows)
Wood
Metal
Mixed Plastic #1-7
Commingled C&D
Commingled Recyclables
Green Waste
Trash
Other (list):

TOTAL
Project Diversion Rate Estimate (Total Recycled Tons/Total Gross Tons): ___________________________ If the project diversion rate estimate is less than 65 percent for the total project, please explain here:

Project Name:

Project Number:

FOR COMMERCIAL ALTERATIONS/ADDITIONS ONLY:

The hazardous waste regulations (Cal. Code Regs, Title. 22, Division. 4.5, Chapter 11, Section 66261.9) identifies seven categories of hazardous waste that must be managed as universal waste. In accordance with the 2016 CalGreen Code Section 5.408.2, all commercial alteration or addition projects must verify that Universal Waste removed from the project was properly managed or recycled.

Universal Waste MAY NOT be disposed of in the trash.

Please check the appropriate boxes indicating Universal Waste generated by this project.

Batteries: Most household-type batteries, including rechargeable nickel-cadmium batteries, silver button batteries, mercury batteries, alkaline batteries and other batteries that exhibit a characteristic of a hazardous waste.

CRTs: The glass picture tubes removed from devices such as televisions and computer monitors.

CRT glass: A cathode ray tube that has been accidently broken or processed for recycling.

Electronic devices: Includes any electronic device that is a hazardous waste (with or without a Cathode Ray Tube-CRT). Includes televisions, computer monitors, cellphones, VCRs, computer CPUs and portable DVD players.

Electric lamps: Fluorescent tubes and bulbs, high intensity discharge lamps, sodium vapor lamps and electric lamps that contain added mercury, as well as any other lamp that exhibits a characteristic of a hazardous waste. (e.g., lead).

Mercury-containing equipment: Thermostats, mercury switches, mercury thermometers, pressure or vacuum gauges, dilators and weighted tubing, mercury rubber flooring, or mercury gas flow regulators.

Non-empty aerosol cans
None of the above
ALL SUBMITTALS MUST INCLUDE:
 Completed – FINAL REPORT
 Letter of documentation from approved waste hauler (if applicable)  Receipts or weight tickets from all self-hauled materials (if applicable) Signature of
Contractor__________________________________Date_______________________ For City of Camarillo Use Only Capital Improvement Project Division Date This plan has been approved by:

City of Camarillo

NOTICE OF POTENTIAL CLAIM (NOPC)
TO

SPECIFICATION

NUMBER DATE

IDENTIFICATION
NUMBER
Resident Engineer

This is a Notice of Potential Claim for additional compensation submitted as required under the provisions of Section 12 of the General Conditions/Specifications. The act of the engineer, or his/her failure to act, or the event, thing, occurrence, or other cause giving rise to the potential claim occurred on: Date:

The particular nature and circumstances of this potential claim are described as follows, including costs involved (with breakdown):

The reasons for which I believe additional compensation may be due are:

The nature of the costs involved and amount of Potential Claim (provide estimate if accurate figures are not available or describe types of expenses involved):
(attach additional sheets as needed)
The undersigned originator (Contractor or Subcontractor as appropriate) certifies that the above statements and attached documents are made in full cognizance of the California False Claims Act, Government Code sections 12650-12655. The undersigned further understands and agrees that this potential claim to be further considered, unless resolved, must fully conform to the requirements in Section 12 of the General Conditions and must be restated as a claim in the Contractors written statement of claims in conformance with the Standard Specifications and Public Contract Code Section 20104 et seq..

SUBCONTRACTOR or CONTRACTOR ________________________________________ (Circle One) Firm
________________________________________ ________________________________________ (Signature of Authorized Representative) Printed Name
For a subcontractor potential claim
This notice of potential claim is acknowledged, certified and forwarded ________________________________________ ________________________________________ PRIME CONTRACTOR Printed Name
(Signature of Authorized Representative)
(For City Use Only)
Received (Resident Engr) Date

8:00 AM TO 5:00 PM

PREVAILING WAGE RATES

1. Download at: https//www.dir.ca.gov/OPRL/DPreWageDetermination.htm

APPENDIX

Sheet # Sheet No. Title
1 G-001 COVER AND DRAWING INDEX
2 G-002 GENERAL NOTES AND LEGEND
3 E-001 ELECTRICAL ABBREVIATIONS AND NOTES
4 E-002 ELECTRICAL LEGEND - I
5 E-003 ELECTRICAL LEGEND - II
6 E-004 TYPICAL ELECTRICAL STANDARD DETAILS - I
7 DE-300 OVERALL ELECTRICAL SITE PLAN DEMOLITION
8 DE-320 ELECTRICAL SINGLE LINE DIAGRAM DEMOLITION
9 DE-321 ELECTRICAL EQUIPMENT ELEVATIONS DEMOLITION
10 E-300 OVERALL ELECTRICAL EQUIPMENT AND GROUNDING SITE PLAN 11 E-320 ELECTRICAL SINGLE LINE DIAGRAM
12 E-321 ELECTRICAL EQUIPMENT ELEVATIONS
13 E-330 ELECTRICAL CONDUIT, WIRE, AND PANEL SCHEDULES
14 E-340 ELECTRICAL CONDUIT BLOCK DIAGRAM User: VITALIY ZUBKO Plot Date: 1/30/2026 9:54 AM

WRP GENERATOR

IMPROVEMENTS

GENERAL LOCATION MAP

VICINITY MAP
SCALE: NTS
SCALE: NTS

PLEASANT VALLEY RD

CAMARILLO WRP -

PROJECT SITE

CAMARILLO SANITARY DISTRICT

CITY OF CAMARILLO

COVER AND DRAWING INDEX
G-001
1 pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\General\2344245.00-G-001.DWG PROJECT NO. SS-5120-2

CALLE QUETZAL

HOWARD RD

CAMARILLO WWTP -

PROJECT SITE

OXNARD LAS POSAS RD

CAMARILLO

DRAWING INDEX

GENERAL

ELECTRICAL

STAGING/LAYDOWN AREA
SCALE: NTS
NOTE:

1. STAGING/LAYDOWN AREAS TO BE COORDINATED WITH THE DISTRICT

AND CONTRACTOR TO PROVIDE EMERGENCY ACCESS TO THE DISTRICT WITHIN 24 HOURS OF REQUEST FOR MAINTENANCE ACTIVITIES.

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

HOWARD RD PANCHO RD

STAGING AND

LAYDOWN AREAS

JACK STOBAUGH
No. 95203

C I V I L
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
NOTES

GENERAL

1. THIS PROJECT IS WITHIN CITY OF CAMARILLO RIGHT OF WAY. CONTRACTOR SHALL CONFORM TO CITY OF CAMARILLO STANDARDS AND REQUIREMENTS.

2. A PRE-EXISTING SITE CONDITION VIDEO SHALL BE PROVIDED BY THE CONTRACTOR

AND SHALL SHOW EXISTING CONDITIONS OF ALL CONCRETE, ASPHALT, LANDSCAPED AREAS, BUILDING EXTERIOR, ETC. SURROUNDING THE CONSTRUCTION AREAS. VIDEO SHALL BE SUBMITTED TO THE OWNER PRIOR TO BREAKING GROUND. THE

CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. ALL

IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE

EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.

3. THE CONTRACTOR SHALL DISPOSE OF ALL NON-ORGANIC WASTES SUCH AS OLD GUNITE, PIPING, ROCK RUBBLE ETC. AT AN APPROVED LANDFILL OR, OTHER SUITABLE DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE.

4. CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION.

5. OBSERVATIONS OF WORK IN PROGRESS DURING SITE VISITS SHALL NOT ALTER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR HAULING OFF AND PROPERLY DISPOSING OF ANY SPOILS.

UTILITIES

1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN IN THEIR APPROXIMATE LOCATION.

THERE IS NO GUARANTEE THAT ALL EXISTING PIPELINES AND OBSTRUCTIONS ARE SHOWN OR THAT LOCATIONS INDICATED ARE ACCURATE. PRIOR TO THE START OF

CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO DETERMINE ACTUAL

LOCATION AND ELEVATION OF ALL EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION.

2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT ALL REMAINING EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN.

3. PRIOR TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER.

4. PRIOR TO ANY EXCAVATION IN THE VICINITY OF ANY EXISTING UNDERGROUND

FACILITIES, INCLUDING ALL WATER, SEWER, STORM DRAIN, GAS, PETROLEUM PRODUCTS, OR OTHER PIPELINES; ALL BURIED ELECTRIC POWER, COMMUNICATIONS, OR TELEVISION CABLES; ALL TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES; AND

ALL ROADWAY, STATE HIGHWAY, AND RAILROAD RIGHTS-OF-WAY, THE CONTRACTOR

SHALL NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR

AGENCIES RESPONSIBLE FOR SUCH FACILITIES TO FACILITATE A TIMELY MANNER OF

WORK SO THAT A REPRESENTATIVE OF SAID OWNERS OR AGENCIES CAN BE PRESENT DURING SUCH WORK IF THEY SO DESIRE. IN THE CASE OF THE UNDERGROUND UTILITY

SERVICE ALERT CENTER, THIS NOTICE WILL GIVE THEM TIME TO MARK THE LOCATION OF THE UTILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (811) IN ACCORDANCE WITH THE SPECIFICATIONS TO FACILITATE A TIMELY MANNER OF WORK, PRIOR TO SUCH EXCAVATION.

DEMOLITION

1. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS FROM DEMOLITION AT CONTRACTORS EXPENSE.

SAFETY AND SECURITY

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION SAFETY.

SYMBOLOGY
NEW
EXISTING; SCREENED TEXT LABELS

FOR SCREENED ELEMENTS IMPLY

THE ELEMENT IS EXISTING
FUTURE

EXISTING LINEAR ELEMENTS TO BE

REMOVED OR DEMOLISHED

EXISTING NON-LINEAR ELEMENTS

TO BE REMOVED OR DEMOLISHED

CENTERLINE

NATIVE EARTH (IN SECTION)

ENGINEERED FILL (IN SECTION)
1 PL
0/
+-
A
A-13
A
* A-9
2 SCALE: #/#" = 1'-0"
STANDARD DETAIL TITLE C-5605
REV 00

SUB-TITLE

MATCHLINE

BREAK LINE
MATCHLINE CONTINUED ON DRAWING ___

CROSS-REFERENCING SYMBOLS

CENTERLINE
PLATE

DIAMETER

APPROXIMATELY
ANGLE

WATER/FLUID SURFACE
CL

SHEET KEYNOTE

CALLOUTS AND SHORTHAND SYMBOLS

REVISION SYMBOLS

CLOUDED AREA INDICATES CHANGED
INFORMATION; NUMBER IN TRIANGLE

INDICATES THE DRAWING VERSION AND

MATCHES WITH REVISION INFORMATION

IN THE REVISION BLOCK WITHIN THE

DRAWING BORDER

GRATING (IN PLAN)

CHECKER PLATE (IN PLAN)

MASONRY (IN SECTION)

STEEL (IN SECTION)

DETAIL NUMBER DETAIL NUMBER

SHEET ON WHICH

DETAIL IS DRAWN,
"-" IF ON SAME SHEET

SHEET ON WHICH

DETAIL IS CALLED OUT,
"-" IF ON SAME SHEET

SECTION LETTER SECTION LETTER

SHEET ON WHICH

SECTION IS DRAWN,
"-" IF ON SAME SHEET

SHEET ON WHICH

SECTION IS CUT,
"-" IF ON SAME SHEET

STANDARD DETAIL NUMBER STANDARD DETAIL NUMBER

ELEVATION NUMBER

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN,
"-" IF ON SAME SHEET

SHEET ON WHICH

ELEVATION IS CALLED OUT,
"-" IF ON SAME SHEET
NOTE

STANDARD DETAILS ARE LOCATED WITHIN THEIR RESPECTIVE DISCIPLINE, IMMEDIATELY FOLLOWING THE GENERAL ABBREVIATIONS, NOTES, AND LEGEND SHEETS.

C
D B
A-9
2 OR
1 ##-##

BUILDING GRID LABEL OR ACCESSORY NUMBER
DOOR
ROOM
WALL
WINDOW
XXX
##
##-##
1 CROSSING UTILITIES

UTILITY CROSSING

UNDERNEATH

UTILITY CROSSING
OVER

LETTERS USED WHEN MORE THAN ONE

ELEVATION IS DRAWN WITHIN A SINGLE ROOM

FOUND ON DRAWING WHERE DETAIL,

SECTION, OR ELEVATION IS CALLED OUT

FOUND ON DRAWING WHERE DETAIL,

SECTION, OR ELEVATION IS DRAWN

NORTH ARROW

LANDSCAPE FILL
(IN PLAN AND SECTION)

SAND OR GROUT
(IN PLAN AND SECTION)
GRAVEL
(IN PLAN AND SECTION)

AGGREGATE BASE
(IN PLAN AND SECTION)

CRUSHED ROCK
(IN PLAN AND SECTION)

CONCRETE
(IN PLAN AND SECTION)
S-5605
C-15
1 DIRECTION OF FLOW
A-3
2 INTERIOR ELEVATION A
SCALE: #/#" = 1'-0"
C-4
1 DETAIL TITLE
SCALE: #/#" = 1'-0"
A-5

A SECTION TITLE
SCALE: #/#" = 1'-0"
LABEL User: ERICK ALMALEL Plot Date: 7/9/2026 8:18 AM

GENERAL NOTES AND LEGEND
G-002
2 EA JRS JTS
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\General\2344245.00-G-002

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

JACK STOBAUGH
No. 95203
CIVI L
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ABBREVIATIONS

FOOT, FEET

INCH, INCHES
NUMBER

PERCENT
AND
AT

APPROXIMATELY

LESS THAN
EQUALS

GREATER THAN

AMPERE(-S)

AIR CONDITIONING

ANALOG TO DIGITAL

AUTO/MANUAL

ABANDON(-ED)

ALTERNATING CURRENT

AMPERE FRAME

ARC-FAULT CIRCUIT INTERRUPTER

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ANALOG INPUT

AMPERES INTERRUPTING CAPACITY

ANNUNCIATOR

ANTENNA

ANALOG OUTPUT

APPROXIMATE(-LY)

ARCHITECT(-URAL)

AMMETER SWITCH

ADJUSTABLE SPEED DRIVE (DC)

AMPERE TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AUXILIARY

AMERICAN WIRE GAGE

BATTERY

BARE COPPER

BREAKER

CONDUCTOR, CONTACT

CONSTANT SPEED

CABINET

CALCULATION(S)

CATEGORY

CATCH BASIN

CLOSED-CIRCUIT TELEVISION

CHEMI(-CAL, -STRY)
CLASSIFICATION I, DIVISION 1
CLASSIFICATION I, DIVISION 2

CIRCUIT

CLEAR(-ANCE)

CONTROLLED LOW STRENGTH MATERIAL

CONDUIT ONLY

COAXIAL
COMMON

COMMUNICATION

CONDUIT

CONTROL POWER TRANSFORMER

CONTROL RELAY

CURRENT TRANSFORMER

CONTROL

CUBIC INCH(-ES)

DIRECT CURRENT

DISTRIBUTED CONTROL SYSTEM

DEGREE(-S)

DEGREES CELSIUS

DEGREES FARENHEIT

DEMOLISH

DISCRETE INPUT

DIAMETER

DIAGRAM

DISCONNECT

DISTRIBUTION

DISCRETE OUTPUT

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW
DOOR

DETAIL(-S)
DUPLEX

EFFICIENCY

EFFLUENT

ELECTRIC(-AL)

ELEMENTARY

EMERGENCY

ENCLOSURE

ETHERNET

ENGINEER

ENVIRONMENTAL PROTECTION AGENCY

EQUIPMENT

ESTIMATE(-D)

EMERGENCY STOP

ET CETERA

ELAPSED TIME METER

ELECTRIC UTILITY SERVICE EQUIPMENT

REQUIREMENTS COMMITTEE

EXISTING

EXPANSION

EXTERNAL

FIRE ALARM

FACILIT(-Y, -IES)
FEEDER
FIGURE

FULL LOAD AMPERES
'"#
%
&
@
<
=
>
A
A/C
A/D
A/M

ABAN(-D)
AC
AF
AFCI
AFF
AFG
AI
AIC
ANN
ANT
AO
APPROX
ARCH
AS
ASD
AT
ATS
AUTO
AUX
AWG
BATT
BC
BKR
C
C/S
CAB

CALC(S)
CAT
CB
CCTV
CHEM
CID1
CID2
CKT
CLR
CLSM
CO
COAX
COM
COMM
COND
CPT
CR
CT
CTRL
CU IN
DC
DCS
DEG
DEG C
DEG F
DEMO
DI
DIA
DIAG
DISC
DISTR
DO
DPDT
DPST
DR

DTL(-S)
DUP
EFFIC
EFFL
ELEC
ELEM
EMERG
ENCL
ENET
ENGR
EPA
EQPM
EST
E-STOP
ETC
ETM
EUSERC
EXIST
EXP
EXT
FA
FACIL
FDR
FIG
FLA
+-

1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN.

2. THE INSTALLATION OF ALL EQUIPMENT, RACEWAYS, CONDUCTORS, AND CABLES SHOWN ON

THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE

REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES AND UTILITY COMPANY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITY COMPANY AND VERIFY THEIR REQUIREMENTS.

3. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW CONDUIT RUNS IN EXISTING BUILDINGS.

4. NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IF CONFLICTS IN EQUIPMENT LOCATIONS ARE

DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER.

5. CONDUIT ROUTING SHOWN ON PLAN DRAWINGS IS DIAGRAMMATIC ONLY. RACEWAYS SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR STRUCTURAL CONDITIONS.

EXPOSED RACEWAYS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS.

REFER ALSO TO THE CONTRACT SPECIFICATIONS.

6. VERIFY THE EXACT LOCATION OF TERMINAL BOXES AND CONDUIT ENTRANCES TO ALL EQUIPMENT AGAINST APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. CONDUIT STUB-UPS SHALL NOT BE MORE THAN 6 INCHES FROM THE CENTERLINE OF TERMINAL BOXES.

7. CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION SHALL BE FLEXIBLE LIQUID-TIGHT CONDUIT.

8. CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTION TO MOTORS AND OTHER EQUIPMENT.

9. CONDUITS FOR FUTURE EQUIPMENT OR EXTENSIONS SHALL BE TERMINATED AS SHOWN IN THE DETAILS OR AS SPECIFIED.

10. LOCATIONS OF PULLBOXES ARE APPROXIMATE. COORDINATE EXACT LOCATION IN THE FIELD TO ENSURE 6 INCHES (MINIMUM) CLEARANCE FROM MECHANICAL PIPING FLOW LINES.

11. ONLY MAJOR PULLBOXES ARE SHOWN. PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION.

12. PERFORM WORK IN ACCORDANCE WITH THE DETAILS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.

13. VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS.

14. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT.

MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

15. REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS, EXACT LOCATIONS OF

MECHANICAL EQUIPMENT, AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS.

16. CONDUIT SIZE AND FILL SHALL BE AS INDICATED ON THE CONDUIT AND CABLE SCHEDULES. WHERE

NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING JURISDICTION. MINIMUM CONDUIT SIZE IS 3/4 INCH, EXCEPT WHERE ENCASED OR BURIED. MINIMUM ENCASED OR BURIED CONDUIT SIZE IS 1 INCH.

17. PROVIDE EXPANSION OR EXPANSION AND DEFLECTION FITTINGS FOR ALL CONDUIT RUNS CROSSING EXPANSION JOINTS. REFER TO THE STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS.

18. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT.

19. FOR LIGHTING AND RECEPTACLE SYSTEMS, ONLY CIRCUIT NUMBERS ARE SHOWN. PROVIDE ALL

NECESSARY CONDUITS, WIRES, FITTINGS, JUNCTION BOXES AND NECESSARY COMPONENTS

SHOWN OR NOT SHOWN ON THE DRAWINGS, TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIONAL. SIZE CONDUITS AND WIRING IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS INDICATED OTHERWISE. CIRCUIT LOADING SHALL BE AS INDICATED IN THE PANEL SCHEDULES. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL INCLUDE GROUND WIRE.

20. MOUNT LUMINAIRES ACCORDING TO THE MOUNTING HEIGHT GIVEN ON THE DRAWINGS, WITH THE DISTANCE BEING MEASURED FROM THE BOTTOM OF THE LUMINAIRE TO THE FINISHED FLOOR.

PROVIDE APPROPRIATE BRACKETS AND HARDWARE FOR MOUNTING.

21. ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES WITH WEATHERPROOF WHILE IN-USE COVERS.

22. ALL FREE STANDING ELECTRICAL EQUIPMENT AND CONTROL PANELS SHALL BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD.

23. ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE CENTERLINE OF THE

TOP CIRCUIT BREAKER OPERATING HANDLE IN THE UPPERMOST POSITION TO THE FINISHED FLOOR SHALL NOT EXCEED 6'-7".

24. ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS

ABOVE GRADE OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.

25. PROVIDE LOCKOUTS IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS.

26. REFER TO THE SINGLE LINE DIAGRAMS, EQUIPMENT ELEVATIONS, PANELBOARD SCHEDULES, AND COMPONENT/DEVICE LABELS IN THE CONTROL SCHEMATICS FOR NAMEPLATE INFORMATION. SEE

THE CONTRACT SPECIFICATIONS FOR NAMEPLATE SIZE, COLOR, MATERIAL, AND PLACEMENT REQUIREMENTS.

27. "NORMAL" STATUS OF SWITCHES OR CONTACTS SHOWN IN CONTROL SCHEMATICS IS THE SHELF POSITION.

FLEXIBLE

FIBER OPTIC

FREQUENCY

FOOT, FEET
FUSE
FUTURE

FULL VOLTAGE, NON REVERSING

FULL VOLTAGE, REVERSING

FORWARD

GROUND (ELECTRICAL)

GRANULAR ACTIVATED CARBON

GALLON(-S)

GROUND-FAULT CIRCUIT INTERRUPTER
GROUND

GALVANIZED RIGID STEEL

HIGH, HEIGHT

HEAT DETECTOR

HIGH DENSITY POLYETHYLENE
HANGER

HANDHOLE

HUMAN MACHINE INTERFACE

HAND-OFF-AUTOMATIC

HAND-OFF-REMOTE

HORSEPOWER

HOUR(-S)
HEATER

HEATING, VENTILATING, AND

AIR CONDITIONING

HERTZ (CYCLES PER SECOND)

INSTRUMENTATION AND CONTROL

INPUT/OUTPUT

INSTITUTE OF ELECTRICAL AND

ELECTRONICS ENGINEERS

INDICATING LIGHT

INCH(-ES)

INSTANTANEOUS

INSTRUMENT(-ATION)

INTERNET PROTOCOL

INFRARED

INTRINSICALLY SAFE

INTERNATIONAL SOCIETY OF

AUTOMATION

ISOLAT(-E, -ION)

INTRINSICALLY SAFE RELAY

JUNCTION BOX

KILOAMPERE(-S)

THOUSANDS OF CIRCULAR MILS

KILOHERTZ

KILOVOLT(-S)

KILOVOLT-AMPERE(-S)

KILOVOLT-AMPERE(-S) REACTIVE

KILOVOLT-AMPERE REACTIVE HOUR(-S)

KILOWATT(-S)

KILOWATT HOUR(-S)

LENGTH, LINE

LIGHTNING ARRESTER

LOCAL AREA NETWORK

POUND(-S)

LOCAL CONTROL PANEL

LOCAL CONTROL STATION

LOWER EXPLOSIVE LIMIT

LOCATION

LOCAL-OFF-REMOTE

LOCK-OUT, TAG-OUT

LIGHTING PANELBOARD

LOCAL-REMOTE

LIMIT SWITCH
LIGHT

LIGHTING

LOW VOLTAGE

MILLIAMPERE(-S)

MAXIMUM

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MECHANICAL

MANUFACTURER

MANHOLE

MEGAHERTZ

ONE-THOUSANDTH OF AN INCH

MINIMUM, MINUTE(-S)

MISCELLANEOUS

MAIN LUGS ONLY

MULTIMODE

MAXIMUM OVERCURRENT PROTECTION

MODIF(-Y, -ICATIONS)

MOTOR OPERATED VALVE

MOUNT(-ED, -ING)
MOTOR

MANUAL TRANSFER SWITCH

MEDIUM VOLTAGE

NORTH, NEUTRAL

NOT APPLICABLE

SODIUM HYPOCHLORITE

SODIUM HYDROXIDE

NORMALLY CLOSED
NATIONAL ELECTRICAL CODE (NFPA 70)

NATIONAL ELECTRICAL CONTRACTORS

ASSOCIATION
FLEX
FO
FREQ
FT
FU
FUT
FVNR
FVR
FWD
G
GAC
GAL
GFCI
GND
GRS
H
HD
HDPE
HGR
HH
HMI
HOA
HOR
HP
HR(S)
HTR
HVAC
HZ
I&C
I/O
IEEE
IL
IN
INST
INSTR
IP
IR
IS
ISA
ISO
ISR
JB
KA
KCMIL
KHZ
KV
KVA
KVAR
KVARH
KW
KWH
L
LA
LAN
LB(-S)
LCP
LCS
LEL
LOC
LOR
LOTO
LP
L-R
LS
LT
LTG
LV
mA
MAX
MCB
MCC
MCP
MECH
MFR
MH
MHZ

MIL(-S)
MIN
MISC
MLO
MM
MOCP

MOD(-S)
MOV

MT(-D, -G)
MTR
MTS
MV
N
N/A
NAOCL
NAOH
NC
NEC
NECA

NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATION

INTERNATIONAL ELECTRICAL TESTING

ASSOCIATION

NOT FOR CONSTRUCTION

NATIONAL FIRE PROTECTION

ASSOCIATION

AMMONIA

NOT IN CONTRACT

NORMALLY OPEN, NUMBER
NORMAL

NOT TO SCALE

OPEN/CLOSE
OZONE

OPEN DRIP PROOF

OWNER FURNISHED, CONTRACTOR

INSTALLED

OPERATOR INTERFACE TERMINAL

THERMAL OVERLOAD RELAY

ORIGINAL

OPEN/STOP/CLOSE

OVER TEMPERATURE
POLE

PUBLIC ADDRESS

PULLBOX, PUSHBUTTON

PIECE(-S), PHOTOCELL

POINT OF COMMON COUPLING

PHOTOELECTRIC

POWER FACTOR

POWER FACTOR RELAY
PHASE

PROGRAMMABLE LOGIC CONTROLLER

POWER MONITOR
PANEL

PANELBOARD

POWER OVER ETHERNET

POWER POLE

PRIMARY

PRESSURE RELIEF VALVE, PRESSURE

REDUCING VALVE

POWER SUPPLY

POTENTIAL TRANSFORMER

POLYVINYL CHLORIDE
POWER
RADIUS

RECEPTACLE

REPEAT CYCLE TIMER

REMOTE INPUT/OUTPUT
ROOM
REMOTE

REVOLUTIONS PER MINUTE
RESET

RESET TIMER

REMOTE TELEMETRY UNIT

REDUCED VOLTAGE, SOLID STATE

START/STOP

SUPERVISORY CONTROL AND

DATA ACQUISITION

SILICON CONTROLLED RECTIFIER

SMOKE DETECTOR

SECONDARY

SERVICE ENTRANCE RATED
SIGNAL

SHIELDED
SHEET

SINGLEMODE

SET POINT

SURGE PROTECTIVE DEVICE

SINGLE POLE, DOUBLE THROW

SPECIFICATION(-S)

STAINLESS STEEL, SOLID STATE

SHORTING TERMINAL BLOCK

STANDARD(-S)
STEEL

SHIELDED TWISTED PAIR

STRUCTUR(-E, -AL)

SWITCHBOARD

SWITCHGEAR

SYNCHRONIZING

TIME(-R)

TERMINAL BLOCK

TRAY CABLE

TRANSMISSION CONTROL PROTOCOL

TOTALLY ENCLOSED FAN COOLED

TELEPHONE

TEMPERATURE, TEMPORARY

TOTALLY ENCLOSED NON-VENTILATED

THROUGH

TOTAL, TOTALIZE(R)

THERMOSTAT

TYPICAL

UNDERGROUND

UNDERWRITERS LABORATORIES

UNKNOWN

UNINTERRUPTIBLE POWER SUPPLY

UNSHIELDED TWISTED PAIR

ULTRAVIOLET
VOLTS

VARIABLE SPEED

VOLT-AMPERES
NEMA
NETA
NFC
NFPA
NH3
NIC
NO
NORM
NTS
O/C
O3
ODP
OFCI
OIT
OL
ORIG
OSC
OT
P
PA
PB
PC(-S)
PCC
PE
PF
PFR
PH
PLC
PM
PNL
PNLBD
POE
PP
PRI
PRV
PS
PT(-S)
PVC
PWR
R, RAD
RCPT
RCT
RIO
RM
RMT
RPM
RST
RT
RTU
RVSS
S/S
SCADA
SCR
SD
SEC
SER
SGNL
(SH)
SHT
SM
SP
SPD
SPDT

SPEC(-S)
SS
STB

STD(-S)
STL
STP
STRC
SWBD
SWGR
SYNC
T
TB
TC
TCP
TEFC
TEL
TEMP
TENV
THRU
TOT
TSTAT
TYP
UG
UL
UNKN
UPS
UTP
UV
V
V/S
VA

VARIES, VARIABLE, VOLT-AMPERES

REACTIVE

VENDOR CONTROL PANEL

VARIABLE FREQUENCY DRIVE (AC)

VACUUM FAULT INTERRUPTER

VOLTMETER SWITCH

WIDE, WIDTH, WIRE, WATTS, WEST
WITH

WITHOUT

WIDE AREA NETWORK

WATT-HOUR DEMAND METER

WATT-HOUR METER

WEATHERPROOF, WEATHER PROTECTED

WEATHER RESISTANT

WATER TREATMENT PLANT
WATER

WASTEWATER

WASTEWATER TREATMENT PLANT

TRANSFORMER

EXPLOSION PROOF
VAR
VCP
VFD
VFI
VS
W
W/
W/O
WAN
WHDM
WHM
WP
WR
WTP
WTR
WW
WWTP
XFMR
XP

ELECTRICAL NOTES ELECTRICAL DEMOLITION NOTES

1. BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE SCOPE OF DEMOLITION, REMOVAL AND MODIFICATION WORK.

2. ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE ALL WIRING PRIOR TO REMOVAL OF EQUIPMENT, DEVICES, MOTORS INSTRUMENTATION, CONTROL PANELS, ETC. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER.

3. EXPOSED RACEWAYS: REMOVE CONDUIT, WIRES, AND BOXES. PATCH TO MATCH EXISTING. FINISH ALL OPENINGS LEFT IN WALLS AND FLOORS.

4. CONCEALED CONDUITS IN THE SLAB: REMOVE EXISTING WIRES TO THE EXTENT POSSIBLE AND ABANDON CONDUITS IN THE SLAB. CUT CONDUIT FLUSH AND PATCH THE FLOOR TO MATCH EXISTING.

5. CONTROL PANELS: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE AND REMOVE ALL CONDUIT AND WIRE AS DESCRIBED IN NOTES 3 AND 4. CONTRACTOR SHALL REMOVE PANELS AS NOTED ON THE CONTRACT DRAWINGS.

6. MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS AND WIRING TO EXISTING

STARTERS AND/OR BREAKERS, PANELBOARDS, BRANCH CIRCUITS, INTERLOCKS AND STATUS WIRING WITHIN MCC.

7. REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL ELECTRICAL DEMOLITION AND REMOVAL REQUIREMENTS.

ELECTRICAL ABBREVIATIONS AND NOTES
E-001
3 VZ AJG/ZLP JRM
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CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION. N/A 07/20/2026
07/20/2026
07/14/2026
07/14/2026

SINGLE LINE DIAGRAM SYMBOLS

PACKAGED EQUIPMENT

LOAD (IN KW OR KVA) AND AMPERES AS INDICATED

LIGHTNING ARRESTOR AND SURGE CAPACITOR

DIGITAL INPUT TO PLC/RTU/DCS

DIGITAL OUTPUT FROM PLC/RTU/DCS

NORMALLY CLOSED

DIGITAL OUTPUT FROM PLC/RTU/DCS

NORMALLY OPEN

ANALOG INPUT TO PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)

LOCATION SYMBOL

LEGEND SHOWN ON SCHEMATIC DRAWINGS

ALL DEVICES ARE LOCATED IN THE MCC

UNLESS INDICATED OTHERWISE

ANALOG OUTPUT FROM PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)

POTENTIAL TRANSFORMER

RATIO AND NUMBER OF PT'S AS INDICATED

CURRENT TRANSFORMER

RATIO AND NUMBER OF CT'S AS INDICATED

ELECTRICAL MOTOR OPERATED VALVE

WITH INTEGRAL REVERSING STARTER
HP
FLA
OL
#

CONTACTOR

NUMBER INDICATES NEMA SIZE

MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER
#
*
ETM
5A
X
X
CR#
CR
1 XXXX, XXXX
FS
LS
TS
ZS
TR
TR
TR
TR
52 E-STOP
PS
5 EARTH GROUND CONNECTION

DISCONNECT SWITCH
3 POLE EXCEPT WHERE NOTED

RATING IN AMPERES AS INDICATED

AUTOMATIC OR MANUAL TRANSFER SWITCH

RATING AND CONFIGURATION AS INDICATED
FUSE

SIZE AS INDICATED

LOW VOLTAGE THERMAL-MAGNETIC CIRCUIT BREAKER
3-POLE EXCEPT WHERE NOTED
X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION)

POWER OR DISTRIBUTION TRANSFORMER

CONFIGURATION AND RATING AS INDICATED
MOTOR

HORSEPOWER AND FULL LOAD AMPERES AS INDICATED

GENERATOR

RATINGS AS INDICATED

OVERLOAD (THERMAL OR SOLID STATE)

AMMETER SWITCH

VOLTMETER SWITCH

RELAY DEVICE FUNCTION
# PER ANSI NUMBER C37.2

TERMINATOR / POTHEAD

CAPACITOR

RATING IN KVAR AS INDICATED
FUSE

RATING IN AMPERES

ELAPSED TIME METER
MOTOR

CONTROL DEVICE COIL
** = TYPE
CR = CONTROL RELAY
TD = TIME DELAY RELAY
ISR = INTRINSICALLY SAFE RELAY
PC = PHOTOCELL

INDICATING LIGHT

PUSH-TO-TEST INDICATING LIGHT
X = COLOR
A = AMBER
B = BLUE
G = GREEN
R = RED
W = WHITE

EMERGENCY PUSHBUTTON

NORMALLY OPEN / CLOSED

PUSHBUTTON

NORMALLY OPEN / CLOSED

DISCONNECT SWITCH
1-POLE / 3-POLE

MULTI-POSITION

SELECTOR SWITCH

TERMINAL

CONTROL POWER TRANSFORMER
HEATER

CIRCUIT BREAKER OR MCP AS NOTED
1-POLE / 3-POLE

EARTH GROUND CONNECTION

CONTACT

NORMALLY OPEN / CLOSED
BUZZER
BELL
HORN
MCP

CONTROL SCHEMATIC SYMBOLS

BATTERY

DELTA-WYE

DELTA-WYE GROUNDED

DELTA-DELTA

CHASSIS GROUND CONNECTION
(NOT NECESSARILY EARTH GROUNDED)
**#
BUS

BUS (EXISTING)
FEEDER

FEEDER (EXISTING)

THREE-POSITION SELECTOR SWITCH

WITH SPRING-RETURN MOMENTARY

CONTACT XOO
OOX
O
S C

CONDUCTORS - CONNECTED

CONDUCTORS - NOT CONNECTED

AMPS TRIP
GEN
5A

LOW VOLTAGE MOTOR CIRCUIT PROTECTOR
3-POLE EXCEPT WHERE NOTED
X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION)

AMPS FRAME

AMPS CONTINUOUS
5A

LOW VOLTAGE DRAWOUT CIRCUIT BREAKER

INCLUDING L-S-I-G SETTINGS UNLESS NOTED OTHERWISE
L = LONG TIME
S = SHORT TIME
I = INSTANTANEOUS
G = GROUND FAULT
400AF
200AT

OVERLOAD (THERMAL OR SOLID STATE)
30A

FUSED DISCONNECT SWITCH
3 POLE EXCEPT WHERE NOTED

RATINGS IN AMPERES AS INDICATED
30A
25A

METERING DEVICE
* = METER TYPE
WHM = WATT HOUR METER
WM = WATT METER
AM = AMMETER
VM = VOLTMETER
PFM = POWER FACTOR METER
SSM = SOLID STATE METER
15/25 AUTO SYNCHRONIZER RELAY
25 SYNCHRONISM CHECK RELAY
27 UNDERVOLTAGE RELAY
27/59 UNDER/OVERVOLTAGE
RELAY
32 DIRECTIONAL POWER RELAY
37 UNDERCURRENT RELAY
38 HIGH TEMP (BEARING)
39 VIBRATION RELAY
40 LOSS OF FIELD/UNDER

EXCITATION RELAY
41 FIELD CONTACTOR
43 SELECTOR SWITCH
46 CURRENT IMBALANCE RELAY
47 PHASE SEQUENCE/FAILURE
RELAY
48 GROUND FAULT INCOMPLETE

SEQUENCE RELAY
49 HIGH TEMP (OIL OR STATOR)
50/51 INST/TIME OVERCURRENT RELAY
50/51G INST/TIME DIRECTLY CONNECTED

GND OVERCURRENT RELAY

NORMALLY OPEN CONTACT

LINE REFERENCE

NORMALLY CLOSED CONTACT

LINE REFERENCE
M

SOLENOID COIL
SV-#

NORMALLY OPEN,CLOSE ON REACHING LIMIT

NORMALLY CLOSED, OPEN ON REACHING LIMIT
DI
AI
AO
AS
VS
MOV
(3)
480:120
(3)
RVSS
___A
FVNR
#

VARIABLE FREQUENCY DRIVE

WITH CONTROL POWER TRANSFORMER

RATING IN AMPERES AS INDICATED

REDUCED VOLTAGE STARTER

WITH CONTROL POWER TRANSFORMER

RATING IN AMPERES AS INDICATED
RVSS = SOLID STATE TYPE
RVAT = AUTO-TRANSFORMER TYPE
VFD
___A

FULL VOLTAGE COMBINATION STARTER

WITH CONTROL POWER TRANSFORMER
# = NEMA SIZE
FVR = REVERSING TYPE
FVNR = NON-REVERSING TYPE
CR#
__ SEC
__ A

NEUTRAL GROUNDING RESISTOR

CURRENT RATING IN AMPERES AS NOTED

TIME RATING IN SECONDS AS NOTED

G NEUTRAL GROUNDING RESISTOR
N
R

COMMUNICATION JACK
(ETHERNET UNLESS INDICATED OTHERWISE)

RESISTANCE TEMPERATURE DETECTOR (RTD)
E-STOP
ZS
TS
PS
LS
FS
RECEPTACLE, 120V
SPECIAL RECEPTACLE, 208V OR 240V, 1-PHASE
SPECIAL/WELDING RECEPTACLE, 208V OR 240V, 3-PHASE
SPECIAL RECEPTACLE, 480V, 3-PHASE
RECEPTACLE, 120V
1 KW
#
__A

NORMALLY CLOSED, OPEN ON INCREASING TORQUE

LIMIT SWITCHES

TORQUE SWITCH

TIMED CONTACTS

SYMBOL NORMAL

OPEN DELAYED

CLOSED DELAYED

OPEN TO CLOSED CLOSED TO OPEN

SENSING SWITCHES

CLOSE ON

RISING FALLING

SENSED VARIABLE
FLOW
LEVEL

PRESSURE

TEMPERATURE

INSTANTANEOUS

INSTANTANEOUS

OPEN INSTANTANEOUS DELAYED

CLOSED DELAYED INSTANTANEOUS
X
70A
100A
X
MCP
100A
50/51N INST/TIME RESIDUALLY

CONNECTED GND OVERCURRENT
51G GND FAULT RELAY
52 POWER CIRCUIT BREAKER
55 POWER FACTOR TRIP RELAY
60 VOLTAGE BALANCE
62 TIME DELAY
65 GOVERNOR LOAD SHARING/SOFT

LANDING CONTROL
66 TIME BETWEEN STARTS RELAY
67 DIRECTIONAL REVERSE VAR/KW
RELAY
71L LOW OIL LEVEL RELAY
81O/U OVER/UNDER FREQUENCY RELAY
83 CONTROL POWER TRANSFORMER
86 UTILITY LOCKOUT RELAY
87TL TRANSFORMER DIFFERENTIAL
RELAY
87M MOTOR DIFFERENTIAL RELAY
90 VAR/PF AND CROSS CURRENT

COMPENSATION CONTROLLER

SINGLE POLE SWITCH

NORMALLY OPEN / CLOSED

THREE-POSITION SELECTOR SWITCH
X: INDICATES CONTACTS CLOSED
H-O-A: HAND-OFF-AUTO
L-O-R: LOCAL-OFF-REMOTE
O-S-C: OPEN-STOP-CLOSE
XOO
OOX
H A O
XOO
OOX
L R

TWO-POSITION SELECTOR SWITCH
X: INDICATES CONTACTS CLOSED
L-R: LOCAL-REMOTE
O-C: OPEN-CLOSE
A-M: AUTO-MANUAL

KEY INTERLOCK

SOLID STATE MOTOR PROTECTIVE DEVICE

SURGE PROTECTIVE DEVICE

SHUNT TRIP
SPD
SSMP
K
ST

POTENTIOMETER

REACTOR (LINE OR LOAD
DEPENDING ON PLACEMENT) User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL LEGEND - I
E-002
4 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-002

CITY OF CAMARILLO
14 SS-5120-2 N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026

PLAN SYMBOLS

SECURITY ACCESS DEVICE
* = TYPE

CR CARD READER

KS KEY SWITCH

KP KEYPAD

RF RADIO FREQUENCY ID
HH-#

LUMINAIRE CALLOUT
A = LUMINAIRE TYPE
* = APPROXIMATE MOUNTING HEIGHT AFF
CLG = CEILING MOUNT
(SEE LUMINAIRE SCHEDULE FOR MORE DETAILS)

BARE COPPER GROUND TO GROUND WIRE IN SLAB,

OR UNDERGROUND GROUND GRID,

SIZE AS NOTED

VIDEO CAMERA
* = TYPE F FIXED

PTZ PAN-TILT-ZOOM
360 360 DEGREE FIXED S*X-#a *X-#

SEMI CIRCLE DENOTES

DOWNWARD CONDUIT RISER

MULTIPLE CONDUIT RUN

CONDUIT - ENCASED

OR UNDERGROUND

CONDUIT - EXPOSED

OR CONCEALED

CALLOUT INDICATING

CONDUIT PER SCHEDULE

HOME RUN TO PANELBOARD OR AS INDICATED
(3/4 " CONDUIT, 2 #12, 1 #12 GND

UNLESS INDICATED OTHERWISE)

FLEXIBLE CONDUIT

CONDUIT RUN, CONTINUES ON

SAME SHEET OR AS NOTED

CONDUIT - CAPPED OR SEALED

OPEN CIRCLE DENOTES

UPWARD CONDUIT RISER

MOTOR DISCONNECT SAFETY SWITCH

GROUND ROD - BURIED

INSTRUMENT

LUMINAIRE - STRIP OR TROFFER TYPE
(SWITCHED/UNSWITCHED)
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
a = SWITCH DESIGNATION

WALL MOUNTED LUMINAIRE
(SWITCHED/UNSWITCHED)

PENDANT/CEILING MOUNTED LUMINAIRE
(SWITCHED/UNSWITCHED)

POLE, BRACKET, ARM, AND

MOUNTED LUMINAIRE

WALL/CEILING MOUNTED EXIT LIGHT

DIRECTIONAL ARROW WHERE INDICATED,

SHADED AREA INDICATES ILLUMINATED FACE

EMERGENCY LUMINAIRE WITH

SELF CONTAINED BATTERY

JUNCTION BOX

TELEPHONE OUTLET

WALL MOUNTED/FLOOR MOUNTED

DATA OUTLET

WALL MOUNTED/FLOOR MOUNTED

TELEPHONE/DATA COMBINATION OUTLET

WALL MOUNTED/FLOOR MOUNTED

FIRE ALARM PULL STATION

FIRE ALARM STROBE

FIRE ALARM HORN
X-#a MJ FFF

ANTENNA
TV

GROUND CONNECTION - BOLTED

GROUND CONNECTION - EXOTHERMICALLY WELDED

CONDUIT - MULTIPLE IN

DUCT BANK
P-135

PHOTOCELL

TIME CLOCK

OCCUPANCY SENSOR

MOTION SENSOR
GROUND ROD - IN WELL WITH BOX S*X-# SWITCH - SPECIAL PURPOSE X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
* = SWITCH TYPE

M MOTOR RATED

K KEY OPERATED T TIMER

CONDUIT AND RACEWAYS

GROUNDING F FIRE ALARM HORN/STROBE

THERMOSTAT

SD SMOKE DETECTOR

HD HEAT DETECTOR T

FIRE PROTECTION

LIGHTING

RECEPTACLES

MISCELLANEOUS

SECURITY AND COMMUNICATION

EQUIPMENT

PANEL OR CABINET - AS LABELED

SWBD, SWGR, MCC, LP, PNLBD, PLC, ETC
TELEVISION ANTENNA/CABLE OUTLET *
VC* A*
TC
PCOM

LIGHT SWITCH
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
a = SWITCH DESIGNATION
* = SWITCH TYPE
1 1 WAY
3 3 WAY 4 4 WAY

D DIMMER

RECESSED CAN LUMINAIRE
(SWITCHED/UNSWITCHED)
DUPLEX RECEPTACLE, 120V, WALL MOUNT
NEMA 5-20R CONFIGURATION
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
* = RECEPTACLE TYPE

WP WEATHERPROOF

XP EXPLOSION PROOF

GFCI GROUND FAULT CIRCUIT INTERRUPTER
X-# * DUPLEX RECEPTACLE, 120V, FLOOR MOUNT
NEMA 5-20R CONFIGURATION A
X-# A
X-# A
X-# SINGLE SPECIAL RECEPTACLE,
208V OR 240V, 1-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE

SINGLE SPECIAL/WELDING RECEPTACLE,
208V OR 240V, 3-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE

SINGLE SPECIAL RECEPTACLE,
480V, 3-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE

UNDERGROUND RACEWAY HANDHOLE

DIMENSIONS AS NOTED
MH-#

UNDERGROUND RACEWAY MANHOLE

DIMENSIONS AS NOTED
CLASS I, DIVISION 1 HAZARDOUS AREA BOUNDARY
(LABEL APPEARS IN CLASSIFIED AREA)
CID1
CID2 CLASS I, DIVISION 2 HAZARDOUS AREA BOUNDARY
(LABEL APPEARS IN CLASSIFIED AREA) User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL LEGEND - II
E-003 5

VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-003

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

TYPICAL ELECTRICAL STANDARD DETAILS - I
E-004
6 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-004 CABLE SUPPORT IN HANDHOLE E-0001
REV 00
SCALE: NTS

HEAVY DUTY NYLON LASHING TIE
1/2" WIDE x LENGTH TO SUIT (TYP)
METHOD OF SECURING 600A SPLICE OR HEAVY CABLES
METHOD OF SECURING 200A SPLICE

METHOD OF SECURING CABLES

CABLE (TYP)

NYLON CABLE BLOCK LOCK (TYP)
FIBERGLASS ROD (TYP) 1" DIA
LENGTH = 9", 12" OR 20" AS REQD

DRIVE IN FOR TIGHT FIT

SPLICE HOUSING

CABLE (TYP)

SPLICE HOUSING

CABLE (TYP)
TYPICAL EXOTHERMIC WELDS E-0002
REV 00
SCALE: NTS

EXOTHERMIC WELD

GROUND CONNECTION
COPPER
GROUND
CABLE

EXOTHERMIC WELD

GROUND CONNECTION

COPPER GROUND
CABLE

COPPER GROUND CABLE

EXOTHERMIC

WELD GROUND

CONNECTION

GROUND ROD

EXOTHERMIC WELD

EXOTHERMIC WELD

GROUND CONNECTION

COPPER GROUND
CABLE

GROUND ROD

1. ALL DETAILS SHOWN ARE TYPICAL. DETAILS SHALL BE USED THROUGHOUT THE PROJECT AS APPLICABLE.

GENERAL SHEET NOTES

1. THIS DETAIL TYPICAL FOR BOTH VERTICAL AND HORIZONTAL MOUNTING.

2. PREFORMED CHANNEL, FITTINGS AND CLAMPS SHALL BE STAINLESS STEEL. ALL CHANNEL, FITTINGS, AND CLAMPS IN CHEMICAL AREAS SHALL BE PVC COATED STAINLESS STEEL.

3. CHANNELS TO BE SPACED AT 5'-0" OC MAXIMUM.

4. INSTALLATION SHALL COMPLY WITH ALL CONTRACT SPECIFIED SEISMIC REQUIREMENTS.

NOTES:
316SS CONDUIT CLAMPS WITH BOLTS,

NUTS, AND WASHERS

CONCRETE ANCHORS, NUTS, AND SQUARE

WASHERS AS REQUIRED (TYP)
ELEVATION AS REQUIRED 6" MIN
316SS PREFORMED

CHANNEL
CONCRETE WALL OR SLAB 5'-0" MAX.

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

CONDUIT SUPPORT E-0003
REV 00
SCALE: NTS
TYPICAL CONDUIT MOUNTING STRAP E-0004
REV 00
SCALE: NTS
CONDUIT JOINT E-0005
REV 00
SCALE: NTS

PVC COATED GRS/GRS

CONDUIT (TYP)

SS ANCHOR BOLT

PVC COATED
GRS/SS 1-HOLE

CONDUIT STRAP
RIGID

STEEL/PVC
COATED

CONDUIT
RIGID

STEEL/PVC
COATED

CONDUIT

COUPLING,

CONNECTOR

OR OTHER
JOINT
RIGID

STEEL/PVC
COATED

CONDUIT
CLAMPING: SPECIAL CARE MUST BE TAKEN TO
PREVENT DAMAGE TO THE EXTERIOR COATING.

CUTTING: USE A REAMER TO REMOVE ANY ROUGH

EDGES FROM THE CONDUIT INTERIOR CAUSED BY

ANY CUTTING OPERATIONS TO ENSURE THAT THE

WIRE PULLED THROUGH THE CONDUIT WILL NOT
BE DAMAGED.

BENDING: USE EQUIPMENT DESIGNED FOR
BENDING PVC COATED CONDUIT. TO

ACCOMMODATE THE PVC COATING WHEN USING A

HAND BENDER, ALWAYS USE THE NEXT LARGER
SIZE SHOE. USE A PLASTI-BOND COATED HICKEY

TO REDUCE THE POSSIBILITY OF DAMAGE TO THE
CONDUIT COATING.

TOUCH UP COMPOUND MUST BE USED ON ALL
FIELD CUT THREADS AND INTERNAL REAMS.

DAMAGE TO PVC COATING: ANY
SCRATCHES/CUTS/ETC. INTO THE RS OR ANY

SURFACE AREA DEEMED UNPATCHABLE BY

MANUFACTURER, MAY NOT BE PATCHED AND
MUST BE REPLACED WITH NEW CONDUIT.

E-300
6 ALUMINUM CONDUIT RAMP
SCALE: NTS

INSTALLED ANCHOR

SHALL BE CUT FLUSH

WITH NUT AND SANDED

TO PROVIDE SMOOTH
FINISH. (TYP)

ELECTRICAL CONDUIT ROUTED

AT GRADE, SECURED TO
CONCRETE USING 1-HOLE STRAP
(TYP FOR ALL CONDUITS SHOWN)
SCALE: NTS

SIDE VIEW
SCALE: NTS

ISOMETRIC VIEW

1. ALUMINUM RAMP SHALL BE MANUFACTURED BY VESTIL, PART NUMBER FHCR-48-48-16-4H-YL OR EQUAL AND SHALL HAVE A 2000 LB WEIGHT CAPACITY WHILE HAVING A POWDER COATED YELLOW FINISH.

2. CONCRETE ANCHORS SHALL BE 3/8" DIAMETER (MIN) 304SS WITH 3-INCH (MIN) EMBEDMENT. ANCHOR PRODUCT SHALL BE HILTI KWIK BOLT TZ2 OR ENGINEER APPROVED ALTERNATIVE.

NOTES

USABLE SPAN
16"x4"

ALUMINUM RAMP
48"X48",

APPROX WEIGHT
102LB

ALUMINUM RAMP
48"X48", 130LB
16" 4"

CONCRETE

ALUMINUM RAMP PLATE

SHALL HAVE A MINIMUM
THICKNESS OF 3/8" 3/8"

ALUMINUM RAMP PLATE

SHALL BE WELDED

CONNECTION ONLY (TYP

OF BOTH SUPPORT RAILS)

ALUMINUM RAMP SHALL

BE TREAD PLATE DESIGN
P-0012
P-0002A
P-0002B
P-0002C C-0002
C-0004
E-0004

INSTALL STAINLESS STEEL

TAPERED WASHER AND
3/8" STAINLESS STEEL
NUT.(TYP)
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
(E) MANHOLE EMH NO. 1
(E) MANHOLE
(E) MANHOLE EMH NO. 1
(E) MANHOLE User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

OVERALL ELECTRICAL SITE PLAN DEMOLITION
DE-300
7 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-DE-300 (E) STANDBY GENERATOR
EG-2
(E) STANDBY

GENERATOR

FUEL TANK

GENERAL SHEET NOTES

1. THE PLAN VIEW IS BASED ON RECORD DRAWINGS, FIELD SURVEY, AND INFORMATION GATHERED IN FIELD BY THE ENGINEER. FIELD

VERIFY FOR ADDITIONAL INFORMATION REQUIRED TO PERFORM
THE DEMOLITION.

2. REFER TO SPECIFICATION 16010, SECTION 1.06 FOR DEMOLITION

GUIDELINES SPECIFIC TO ELECTRICAL EQUIPMENT/MATERIAL
THROUGHOUT THE SITE.

3. CUT OR REMOVE EXISTING ANCHORS FOR ALL DEMOLISHED
EQUIPMENT, PATCH HOLES WITH NON-SHRINK GROUT.

SHEET KEYNOTES
A. DURING DEMOLITION THE CONTRACTOR SHALL PROTECT

UNDERGROUND CONDUITS, DEMOLISH RELATED CONDUCTORS,
INSTALL A PULLWIRE, AND INSTALL CONDUIT END CAPS.

B. RELOCATE PORTABLE GENERATOR TO PROPOSED LOCATION, SEE SHEET E-300.

C. REMOVE AND DISPOSE OF THE EXISTING FUEL SUPPLY PIPING

BETWEEN THE GENERATOR FUEL TANK AND THE STANDBY
GENERATOR EG-2.
(E) SUS2 SECONDARY

SWITCHBOARD
(E) SUS2 PRIMARY

SWITCHGEAR
(E) MCC-11
(E) REAR ACCESS
PANEL
(E) MCC-12 (E) WIREWAY
(E) PLC-2
(E) A/C
(E) VFD
(E) LIGHTING
PANEL L11
(E) XFMR L11
(E) DEVICES, THERMOSTAT,

AND BOXES
(E) SWITCH
(E) EMH 3
(E) SUS2 XFMR
(E) ATS-2
SCALE: 1" = 80'-0"

SITE PLAN DEMOLITION
(E) STANDBY GENERATOR

FUEL TANK
(E) STANDBY GENERATOR EG-2
(E) ELECTRICAL EQUIPMENT
BLDG 2
(E) ATS-2
DE-300
1 DE-300
1 ELECTRICAL EQUIPMENT BLDG 2
SCALE: 1/4" = 1'-0"
(E) CONCRETE PAD
(E) PLANT 1 AERATION
(E) CONTROL HOUSE BASIN
(E) AEROBIC DIGESTER
(E) PLANT 3

AERATION BASIN
(E) SLUDGE DRYING BEDS
(E) SLUDGE DRYING BEDS
(E) OPERATIONS BUILDING
(E) SLUDGE DRYING BEDS

SEE RECORD DRAWINGS

FOR CONTINUATION

SEE RECORD DRAWINGS

FOR CONTINUATION

SEE RECORD

DRAWINGS FOR

CONTINUATION
DE-300
2 DE-300
2 ATS 2 DEMOLITION
SCALE: NTS
DE-321
3 (E) GENERATOR AUX

TRANSFORMER
(E) 4/0 BARE COPPER

GEC (TYP)

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

A
A
A

DEMOLITION (TYP)
(E) PORTABLE GENERATOR

BY OWNER
B
(E) PORTABLE GENERATOR
(E) CONCRETE
CURB
(E) ATS-2

TOP HAT
(E) SUS2 SECONDARY
(E) FUEL SWITCHBOARD TOP HAT
TANK
PIPING
C
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
M
(E) SOUTHERN CALIFORNIA

EDISON SERVICE
16 KV, 3PH, 3W
(E) 2500 KVA
15KV-4160/2400V
3PH, 60HZ, Z=5.75%

UTILITY
METER
(E) SWITCHGEAR SWG1
4160V, 3PH, 60HZ, 1200A, 29KAIC
(2)
50/51
400/5 (3) (3)
51N
(1)
WM
52 AS
VS
AM
(2)
4200-120VAC
VM
300E CL
600A
FDR 1
300E CL
600A
150E CL
600A
FDR 2
150E CL
600A
(E) SUS2 SECONDARY

SWITCHBOARD
(E) 1500KVA
4160V-480/277VAC
3PH, 60HZ
(E) 750KVA
4160V-480/277VAC
3PH, 60HZ
LG
2000AT
TO (E) ATS-1
LG
1000AT
GEN
500KW, 0.8PF
480VAC, 3PH,
60HZ
(E) STANDBY GENERATOR EG-2
LG
1000A

DEMOLITION (TYP) A B
480VAC, 600A, 3PH, 3W, 65KAIC
3EL
20AF
20AT
(E) MCC-12
480VAC, 1000A, 3PH, 3W, 22KAIC
1C
400AF
400AT
(E) MCC-11 BBBBB BBBBB B B
SPARE
(E) ATS-2
1000A, WITH BYPASS
(E) SUS1 SECONDARY

SWITCHBOARD
(E) PORTABLE

GENERATOR

BY OWNER
GEN

GND BUS

NEUT BUS
LSIG
(E) SUS2 PRIMARY

SWITCHGEAR
(E) SUS1 PRIMARY
SWITCHGEAR User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

SHEET KEYNOTES
A. DURING DEMOLITION THE CONTRACTOR SHALL PROTECT

UNDERGROUND CONDUITS, DEMOLISH RELATED CONDUCTORS,
INSTALL A PULLWIRE, AND INSTALL CONDUIT END CAPS.

B. REFER TO RECORD DRAWINGS FOR CONTINUATION.

C. CONTRACTOR TO DEMOLISH CONDUCTOR FED FROM SUS2
SECONDARY SWITCHBOARD TO ATS-2. SEE EQUIPMENT
ELEVATIONS DEMOLITION SHEET E-321 FOR INFORMATION
REGARDING CONDUIT DEMOLITION.

D. DURING DEMOLITION THE CONTRACTOR SHALL PROTECT
UNDERGROUND CONDUITS. SEE CONDUIT AND CABLE SCHEDULE
ON SHEET E-330 FOR INFORMATION REGARDING CONDUCTORS.

GENERAL SHEET NOTES

ELECTRICAL SINGLE LINE DIAGRAM DEMOLITION
DE-320 8

VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-DE-320

1. THE ELECTRICAL SINGLE LINE DIAGRAM HAS BEEN

RECONSTRUCTED BASED OFF PHOTOS, EXISTING RECORD
DRAWINGS, AND ENGINEER SITE VISIT. CONTRACTOR TO VERIFY

ALL ELEMENTS AND ACCURACY OF THIS DRAWING REQUIRED TO
PERFORM THE DEMOLITION.

2. REFER TO SPECIFICATION 16010, 1.06 FOR DEMOLITION
REQUIREMENTS REGARDING ELECTRICAL EQUIPMENT.

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION. D C N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL EQUIPMENT ELEVATIONS DEMOLITION
DE-321 9

VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-DE-321

1. THE ELEVATIONS HAVE BEEN RECONSTRUCTED BASED OFF
PHOTOS AND ENGINEER SITE VISIT. CONTRACTOR TO VERIFY ALL

ELEMENTS AND ACCURACY OF THIS DRAWING REQUIRED TO
PERFORM THE DEMOLITION.

2. REFER TO SPECIFICATION 16010, 1.06 FOR DEMOLITION
REQUIREMENTS REGARDING ELECTRICAL EQUIPMENT.

GENERAL SHEET NOTES
(E) SUS2 SECONDARY (E) ATS-2

SWITCHBOARD B
(E) MCC-11

DEMOLITION (TYP)

SHEET KEYNOTES
A. DURING DEMOLITION THE CONTRACTOR SHALL PROTECT

UNDERGROUND CONDUITS, DEMOLISH RELATED CONDUCTORS,
INSTALL A PULLWIRE, AND INSTALL CONDUIT END CAPS.

B. REFER TO RECORD DRAWINGS AND SITE CONDITIONS FOR
CONTINUATION. A B
DE-300 3 ATS-2 DEMOLITION
SCALE: 1" = 1'-0"

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION. (E) ATS-2 TOP HAT
(E) SUS2 SECONDARY

SWITCHBOARD TOP HAT
(E) ELECTRICAL CONDUIT
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
(E) MANHOLE EMH NO. 1
(E) MANHOLE User: VITALIY ZUBKO Plot Date: 1/30/2026 3:46 PM

OVERALL ELECTRICAL EQUIPMENT
E-300
10 VZ AJG/ZLP JRM

AND GROUNDING SITE PLAN
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-300 (E) SUS2 SECONDARY

SWITCHBOARD
(E) SUS2 PRIMARY

SWITCHGEAR
(E) MCC-11
(E) REAR ACCESS
PANEL (TYP OF 2)
(E) WIREWAY
(E) MCC-12
(E) PLC-2
(E) A/C
(E) VFD
(E) LIGHTING
PANEL L11
(E) XFMR L11
(E) DEVICES, THERMOSTAT,

AND BOXES
(E) SWITCH
(E) EMH 3
(E) SUS2 XFMR
ATS-2
SCALE: 1" = 80'-0"

SITE PLAN
(E) ELECTRICAL

EQUIPMENT
BLDG 2
E-300
1 E-300
1 ELECTRICAL EQUIPMENT BLDG 2
SCALE: 1/4" = 1'-0"
(E) CONCRETE PAD
(E) PLANT 1 AERATION
(E) CONTROL HOUSE BASIN
(E) AEROBIC DIGESTER
(E) PLANT 3

AERATION BASIN
(E) SLUDGE DRYING BEDS
(E) SLUDGE DRYING BEDS
(E) OPERATIONS BUILDING
(E) SLUDGE DRYING BEDS
E-300
2 ATS 2
SCALE: NTS

GENERAL SHEET NOTES

1. THE PLAN VIEW HAS BEEN RECONSTRUCTED BASED OFF PHOTOS, EXISTING RECORD DRAWINGS, AND ENGINEER SITE VISIT .

CONTRACTOR TO VERIFY ALL ELEMENTS AND ACCURACY OF THIS
DRAWING REQUIRED TO PERFORM MODIFICATIONS.

2. EXPOSED BARE COPPER GROUND WIRE SHALL BE ROUTED IN
SCHEDULE 80 PVC CONDUIT PER THE NEC. THE ROUTING OF BARE

COPPER GROUND WIRE SHOWN ON DRAWINGS IS ILLUSTRATIVE

ONLY AND SHALL BE DETERMINED BY THE CONTRACTOR IN THE
FIELD.

ATS-2

MINI POWER CENTER
A B
C
E-321
3 (E) 4/0 BARE

COPPER GEC (TYP)
4/0 BARE COPPER

BURIED GEC (TYP)

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION. (E) PORTABLE GENERATOR
E
4/0 BARE COPPER

EXPOSED GEC (TYP)
(E) PORTABLE GENERATOR
A
G G G
G
G

DOCKING STATION

MINI POWER CENTER
6" OF AGGREGATE
BASE
(E) PERIMETER WALL
ATS-2

ATS OIT
E-300
2 (E) CONCRETE
CURB
F

A DOCKING

STATION
D
E-004
6 H
H
I

CONDUIT TO DOCKING

STATION AND

MINI-POWER CENTER
(E) SUS2 SECONDARY

SWITCHBOARD TOP HAT
F
ATS-2 TOP HAT
ATS-2 TOP HAT

SHEET KEYNOTES
A. EQUIPMENT IS OWNER PROVIDED, CONTRACTOR INSTALLED.

B. ATS EQUIPMENT ATTACHMENT NOTES:

1. BASED ON AVAILABLE RECORD DOCUMENT INFORMATION, THE EXISTING FLOOR SYSTEM APPEARS TO BE DESIGNED FOR A 150 PSF LIVE LOAD. THE WEIGHT OF THE NEW ATS EQUIPMENT SHALL NOT EXCEED 776 LBS.

2. PROVIDE (4) M12, SIZE 1 HEX HEAD HOLLOW-BOLT STAINLESS STEEL FASTENERS (PART NUMBER LHBM12HEX#1ST) WITH A BOLT LENGTH BELOW COLLAR OF 2-1/8” LENGTH, ATTACHED TO THE CHANNEL LEGS OF THE NEW ATS EQUIPMENT. THE MINIMUM THICKNESS OF THE FLOOR PLATE SHALL NOT BE LESS THAN 0.394-INCHES.

INSTALL THE HOLLOW-BOLT FASTENERS FOLLOWING THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF ICC-ESR 3330.

3. THE EXISTING FLOOR THICKNESS SHALL BE FIELD VERIFIED BY MEANS OF NONDESTRUCTIVE TESTING AND SHALL NOT BE LESS THAN 0.394-INCHES. NOTIFY THE ENGINEER IN WRITING AFTER FIELD VERIFICATION HAS BEEN COMPLETED.

4. PRIOR TO ORDERING ANY MATERIALS FOR THE ATTACHMENT OF THE ATS SYSTEM, SUBMIT THE FOLLOWING FOR REVIEW: FASTENER PRODUCT DATA, ANCHORAGE

TYPE AND MATERIAL INFORMATION, ICC-ESR OR IAPMO-UES REPORT, AND DETAILS DEMONSTRATING INSTALLATION PROCEDURES AND ATTACHMENT POINTS.

C. MINI POWER CENTER SHALL BE WALL-MOUNTED USING CONCRETE ANCHORS.

ANCHORAGE SHALL BE ENGINEERED, DETAILED, AND INSTALLED BY THE CONTRACTOR AS PART OF A DEFERRED SUBMITTAL. THIS SUBMITTAL SHALL BE

STAMPED BY A STRUCTURAL OR A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. ALL DESIGN AND INSTALLATION ELEMENTS SHALL COMPLY WITH THE

NEC AS WELL AS SEISMIC STRUCTURAL REQUIREMENTS AND BE FAVORABLY REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. FOR BIDDING PURPOSES, A 1/2” KWIK BOLT TZ-CS WITH A 3-3/4” EMBEDMENT IS ACCEPTABLE.

D. DOCKING STATION SHALL BE WALL-MOUNTED USING CONCRETE ANCHORS.

ANCHORAGE SHALL BE ENGINEERED, DETAILED, AND INSTALLED BY THE CONTRACTOR AS PART OF A DEFERRED SUBMITTAL. THIS SUBMITTAL SHALL BE

STAMPED BY A STRUCTURAL OR A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. ALL DESIGN AND INSTALLATION ELEMENTS SHALL COMPLY WITH THE

NEC AS WELL AS SEISMIC STRUCTURAL REQUIREMENTS AND BE FAVORABLY REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION.FOR BIDDING PURPOSES, A 1/2” KWIK BOLT TZ-CS WITH A 3-3/4” EMBEDMENT IS ACCEPTABLE.

E. FIELD VERIFY LOCATION OF EXISTING GROUND ELECTRODE SYSTEM GROUND RING.

NEW GROUNDING ELECTRODE SHALL TIE INTO EXISTING GROUND ELECTRODE SYSTEM.

F. PRIOR TO RELOCATING AND INSTALLING THE PORTABLE GENERATOR, ENSURE THE SITE GRADE IS LEVELED AT 1% SLOPE TO THE CURB AND COMPACTED TO 95% RELATIVE COMPACTION. THE AREA SHALL BE FREE OF DEBRIS AND MAINTAIN

PROPER DRAINAGE TO PREVENT WATER POOLING AROUND ALL EQUIPMENT AND THE PERIMETER WALL. FOLLOW ALL APPLICABLE SITE PREPARATION AND SAFETY STANDARDS AS SPECIFIED IN THE PROJECT SPECIFICATIONS.

G. SEE RECORD DRAWINGS FOR CONTINUATION.

H. THE CONTRACTOR SHALL ENSURE THAT THE PORTABLE GENERATOR MAINTAINS APPROPRIATE CLEARANCES, AS DEFINED BY THE NEC SECTION 110.26, IN RELATION

TO THE MINI POWER CENTER AND THE DOCKING STATION WORKSPACE REQUIREMENTS.

I. INSTALL ALUMINUM RAMP OVER CONDUITS P-0002A, P-0002B, P-0002C, P-0012, C-0002, AND C-0004, CENTERED IN THE WALKWAY. REFER TO DETAIL 6, LOCATED ON E-004, FOR MORE INFORMATION. ROUTE CONDUITS ALONG THE UNDERSIDE OF THE CONCRETE PLATFORM.

N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
M
(E) SOUTHERN CALIFORNIA

EDISON SERVICE
16 KV, 3PH, 3W
(E) 2500 KVA
15KV-4160/2400V
3PH, 60HZ, Z=5.75%

UTILITY
METER
(E) SWITCHGEAR SWG1
4160VAC, 3PH, 60HZ, 1200A, 29KAIC
(2)
50/51
400/5 (3) (3)
51N
(1)
WM
52 AS
VS
AM
(2)
4200-120VAC
VM
300E CL
600A
FDR 1
300E CL
600A
150E CL
600A
FDR 2
150E CL
600A
(E) 1500KVA
4160V-480/277VAC
3PH, 60HZ
(E) 750KVA
4160V-480/277VAC
3PH, 60HZ
LG
2000AT
LG
1000AT
ATS-2
1000A, 480VAC
NEMA 1, 3P
(E) PORTABLE

GENERATOR

BY OWNER
GEN

GND BUS

NEUT BUS
LSIG
B
TO (E) ATS-1
A
A

DOCKING STATION
480VAC, 1000A, 3P
NEMA 3R
480VAC, 600A, 3PH, 3W, 65KAIC

MINI-POWER CENTER
15KVA, 3PH
480-208/120VAC
NEMA 3R
(E) MCC-12
480VAC, 1000A, 3PH, 3W, 22KAIC
1C
400AF
400AT
(E) MCC-11
SPD
HEATER

GND BUS

NEUT BUS
B
B
B
B
B
B
B
B
B
B
B B
D
C
3EL
25AF
25AT
(E) SUS2 SECONDARY

SWITCHBOARD
(E) SUS1 SECONDARY

SWITCHBOARD
(E) SUS2 PRIMARY

SWITCHGEAR
(E) SUS1 PRIMARY
SWITCHGEAR User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL SINGLE LINE DIAGRAM
E-320
11 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-320

SHEET KEYNOTES
A. EQUIPMENT IS OWNER PROVIDED, CONTRACTOR INSTALLED.

B. REFER TO RECORD DRAWINGS FOR CONTINUATION.

C. CONTRACTOR TO INSTALL NEW CONDUCTORS FED FROM SUS2
SECONDARY SWITCHBOARD TO ATS-2. SEE CONDUIT AND CABLE
SCHEDULE ON SHEET E-330 FOR INFORMATION REGARDING
CONDUCTORS.

D. SEE CONDUIT AND CABLE SCHEDULE ON SHEET E-330 FOR
INFORMATION REGARDING CONDUCTORS.

1. THE ELECTRICAL SINGLE LINE DIAGRAM HAS BEEN

RECONSTRUCTED BASED OFF PHOTOS, EXISTING RECORD
DRAWINGS, AND ENGINEER SITE VISIT. CONTRACTOR TO VERIFY

ALL ELEMENTS AND ACCURACY OF THIS DRAWING REQUIRED TO
PERFORM MODIFICATIONS.

GENERAL SHEET NOTES

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

SCALE: NTS
MCC-12 TOTAL LOAD
NAME: MCC-12 BUS 600A MAIN BREAKER 400AT/400AF
VOLTS 480 PHASE 3 INTERRUPTING 65KA
FEED VIA MCC-11 WIRE 3 ENCLOSURE NEMA 1

LOCATION INDOOR MOUNTING PAD

LOAD DESCRIPTION
[C] = CONTINUOUS LOAD
[I] = INTERMITTENT LOAD
[M] = MOTOR LOAD

FULL LOAD AMPS VOLTS PH HP FULL LOAD KVA
DEMAND
FACTOR

DEMAND KVA COMMENTS
PMP-24.0502.02 [M] 4.80 480 3 3.00 3.99 100% 3.99
PMP-24.0503.02 [M] 4.80 480 3 3.00 3.99 100% 3.99
MIX-24.0501.01 [M] 7.60 480 3 5.00 6.32 100% 6.32
MIX-24.0502.01 [M] 7.60 480 3 5.00 6.32 100% 6.32
MIX-24.0503.01 [M] 7.60 480 3 5.00 6.32 100% 6.32
MIX-24.0504.01 [M] 7.60 480 3 5.00 6.32 100% 6.32
MIX-24.0505.01 [M] 7.60 480 3 5.00 6.32 100% 6.32
EDV-24.0601.01 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0602.01 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0603.01 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0604.01 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0601.02 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0602.02 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0603.02 [M] 2.10 480 3 1.00 1.75 100% 1.75
EDV-24.0604.02 [M] 2.10 480 3 1.00 1.75 100% 1.75
PMP-24.0501.02 [M] 4.80 480 3 3.00 3.99 100% 3.99
BLO-24.0604 [M] 124.00 480 3 100.00 103.09 100% 103.09
MINI-POWER CENTER [C] 18.04 480 3 - 15.00 100% 15.00
TOTAL CONNECTED (KVA): 175.62 DEMAND (KVA): 175.62
DEMAND FACTOR: 100.00% DEMAND (AMPS): 211.24
NEC 430 LOAD CALCULATION (KVA): 205.14
125% LARGEST
MOTOR + ALL MOTOR
LOADS + 125% OF
CONTINUOUS LOADS NEC 430 LOAD CALCULATION (AMPS): 246.75 A

CAMLOCK

CONNECTION
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
ATS OIT User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL EQUIPMENT ELEVATIONS
E-321
12 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-321 ATS-2
(E) SUS2 SECONDARY

SWITCHBOARD B
(E) MCC-11 B

SHEET KEYNOTES

1. THE ELEVATIONS HAVE BEEN RECONSTRUCTED BASED OFF
PHOTOS AND ENGINEER SITE VISIT. CONTRACTOR TO VERIFY ALL

ELEMENTS AND ACCURACY OF THIS DRAWING REQUIRED TO
PERFORM THE MODIFICATIONS.

GENERAL SHEET NOTES A B B
E-321 3 ATS-2
SCALE: 1" = 1'-0"

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

METAL FLOOR
A. ATS EQUIPMENT ATTACHMENT NOTES:

1. BASED ON AVAILABLE RECORD DOCUMENT INFORMATION, THE
EXISTING FLOOR SYSTEM APPEARS TO BE DESIGNED FOR A 150
PSF LIVE LOAD. THE WEIGHT OF THE NEW ATS EQUIPMENT SHALL NOT EXCEED 776 LBS.

2. PROVIDE (4) M12, SIZE 1 HEX HEAD HOLLOW-BOLT STAINLESS STEEL FASTENERS (PART NUMBER LHBM12HEX#1ST) WITH A
BOLT LENGTH BELOW COLLAR OF 2-1/8” LENGTH, ATTACHED TO
THE CHANNEL LEGS OF THE NEW ATS EQUIPMENT. THE MINIMUM

THICKNESS OF THE FLOOR PLATE SHALL NOT BE LESS THAN

0.394-INCHES. INSTALL THE HOLLOW-BOLT FASTENERS

FOLLOWING THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND THE REQUIREMENTS OF ICC-ESR 3330.

3. THE EXISTING FLOOR THICKNESS SHALL BE FIELD VERIFIED BY

MEANS OF NONDESTRUCTIVE TESTING AND SHALL NOT BE LESS
THAN 0.394-INCHES. NOTIFY THE ENGINEER IN WRITING AFTER FIELD VERIFICATION HAS BEEN COMPLETED.

4. PRIOR TO ORDERING ANY MATERIALS FOR THE ATTACHMENT OF THE ATS SYSTEM, SUBMIT THE FOLLOWING FOR REVIEW:

FASTENER PRODUCT DATA, ANCHORAGE TYPE AND MATERIAL

INFORMATION, ICC-ESR OR IAPMO-UES REPORT, AND DETAILS

DEMONSTRATING INSTALLATION PROCEDURES AND
ATTACHMENT POINTS.

B. REFER TO RECORD DRAWINGS FOR CONTINUATION.
(E) SUS2 SECONDARY
SWITCHBOARD TOP HAT ATS-2 TOP HAT

TO DOCKING

STATION

ELECTRICAL CONDUIT
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
User: VITALIY ZUBKO Plot Date: 1/29/2026 4:07 PM

ELECTRICAL CONDUIT, WIRE,
E-330
13 VZ AJG/ZLP JRM

AND PANEL SCHEDULES
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-330

SHEET KEYNOTES
A. ENSURE THAT SUFFICIENT CABLE IS ROUTED INTO THE PLC

CABINET TO FACILITATE TERMINATION AT ANY LOCATION WITHIN THE ENCLOSURE. INCLUDE ADDITIONAL 5 FEET OF SPARE CABLE LENGTH FOR FLEXIBILITY AND FUTURE ADJUSTMENTS. CLEARLY

LABEL THE WIRING FOR FUTURE TERMINATION AND NEATLY COIL WIRES IN THE ENCLOSURE PER SPECIFICATION SECTION 17010.

B. RE-TERMINATE THE MCC-11 FEEDER CABLES , ENSURE THEIR LENGTH IS SUFFICIENT FOR SAFE AND PROPER TERMINATION(S).

IF THE EXISTING CONDUCTORS ARE FOUND TO BE INADEQUATE,

REPLACE THEM WITH NEW CONDUCTORS TO COMPLY WITH THE
NEC.

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

1. THE CONTRACTOR SHALL MANDREL ALL EXISTING CONDUITS TO

ENSURE CABLE INSTALLATION FEASIBILITY AND PREVENT
INSULATION DAMAGE OF NEW INSTALL CONDUCTORS.

GENERAL SHEET NOTES
A
B
B
B
MINI-POWER CENTER FED FROM: MCC-12
208/120 VOLTS; THREE PHASE; 4 WIRE BUS: 0100A AIC: 10KA MAIN: 0060A/3P MOUNTING: SURFACE

CKT NO DESCRIPTION

CONNECTED KVA DEMAND
FACTOR
TRIP
AMPS/
POLES

CKT NO DESCRIPTION

CONNECTED KVA DEMAND
FACTOR
TRIP
AMPS/

A B C A B C POLES
1 DOCKING STATION HEATER 1.0 100% 20/1 2 SPARE 0.00 100% 20/1 3 DOCKING STATION RECEPTACLE 0.2 100% 20/1 4 SPARE 0.00 100% 20/1 5 SPARE 0.0 100% 20/1 6 SPARE 0.00 100% 20/1
7 SPACE 100% N/A 8 SPACE 100% N/A
9 SPACE 100% N/A 10 SPACE 100% N/A
11 SPACE 100% N/A 12 SPACE 100% N/A
PHASE SUBTOTALS (KVA): 1.0 0.2 0.0 0.0 0.0 0.0
TOTAL
PHASE TOTALS (CONNECTED KVA): 1.0 0.2 0.0 1.2 KVA
PHASE TOTALS (CONNECTED AMPS): 8.3 1.5 0.0 3.3 A
PHASE TOTALS (DEMAND KVA): 1.0 0.2 0.0 1.2 KVA
PHASE TOTALS (DEMAND AMPS): 8.3 1.5 0.0 3.3 A
MAX PHASE AMPS 8.3 A
PERCENT LOAD MAX PHASE: 13.9 %

WRP CONDUIT AND WIRE SCHEDULE
NUMBER FROM TO SIZE (") POWER CONTROL SIGNAL COMMENTS
POWER
P-0001A ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0001B ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0001C ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0002A ATS-2 TOP HAT DOCKING STATION 3" 3-#400 KCMIL, #2/0 GND P-0002B ATS-2 TOP HAT DOCKING STATION 3" 3-#400 KCMIL, #2/0 GND P-0002C ATS-2 TOP HAT DOCKING STATION 3" 3-#400 KCMIL, #2/0 GND P-0003A ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0003B ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0003C ATS-2 ATS-2 TOP HAT 3" 3-#400 KCMIL, #2/0 GND
P-0004A ATS-2 TOP HAT (E) SUS2 SECONDARY SWITCHBOARD TOP HAT 3" 3-#400 KCMIL, #2/0 GND P-0004B ATS-2 TOP HAT (E) SUS2 SECONDARY SWITCHBOARD TOP HAT 3" 3-#400 KCMIL, #2/0 GND P-0004C ATS-2 TOP HAT (E) SUS2 SECONDARY SWITCHBOARD TOP HAT 3" 3-#400 KCMIL, #2/0 GND P-0005A (E) SUS2 SECONDARY SWITCHBOARD TOP HAT (E) SUS2 SECONDARY SWITCHBOARD 3" 3-#400 KCMIL, #2/0 GND P-0005B (E) SUS2 SECONDARY SWITCHBOARD TOP HAT (E) SUS2 SECONDARY SWITCHBOARD 3" 3-#400 KCMIL, #2/0 GND P-0005C (E) SUS2 SECONDARY SWITCHBOARD TOP HAT (E) SUS2 SECONDARY SWITCHBOARD 3" 3-#400 KCMIL, #2/0 GND P-0006A ATS-2 (E) MCC-11 3" 3-#500 KCMIL, #2/0 GND SEE SHEET KEYNOTE B P-0006B ATS-2 (E) MCC-11 3" 3-#500 KCMIL, #2/0 GND SEE SHEET KEYNOTE B P-0006C ATS-2 (E) MCC-11 3" 3-#500 KCMIL, #2/0 GND SEE SHEET KEYNOTE B P-0007

INTENTIONALLY LEFT BLANK
P-0008
P-0009
P-0010
P-0011
P-0012 (E) MCC-12 MINI-POWER CENTER 1" 3-#10AWG, #10GND P-0013 MINI-POWER CENTER DOCKING STATION 1" 2-#12AWG, #12GND RECEPTACLE LOCATED AT DOCKING STATION P-0014 MINI-POWER CENTER DOCKING STATION 1" 2-#12AWG, #12GND HEATER LOCATED AT DOCKING STATION P-0015 (E) PORTABLE GENERATOR DOCKING STATION - - RECONNECT PORTABLE GENERATOR CABLES TO DOCKING STATION

CONTROL
C-0001 ATS-2 (E) PLC-2 1" 20-#14, #14 GND

ATS ON UTILITY, ATS ON GENERATOR, ATS UTILITY AVAILABLE, ATS

GENERATOR POWER AVAILABLE, GENERATOR FUEL LOW, AND
SPARES
C-0002 ATS-2 DOCKING STATION 1" 8-#14, #14 GND AUTOSTART, GENERATOR FUEL LOW, SPARES C-0003 DOCKING STATION (E) PORTABLE GENERATOR MFR CABLE TERMINATE GENERATOR CONTROL WIRING TO DOCKING STATION C-0004 (E) PLC-2 DOCKING STATION 1" 8-#14, #14 GND PHASE MONITOR, SPARES SCALE: NTS

MINI-POWER CENTER PANEL SCHEDULE
SCALE: NTS

CONDUIT AND WIRE SCHEDULE
A
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
User: VITALIY ZUBKO Plot Date: 1/29/2026 4:06 PM

ELECTRICAL CONDUIT BLOCK DIAGRAM
E-340
14 VZ AJG/ZLP JRM
pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Camarillo, City of CA\Projects\Wastewater System Generator Replacement_2344245.00\10-Design\10.06-Drawings [WWTP]\Electrical\2344245.00-E-340 ATS-2 C-0001
(E) PLC-2

CITY OF CAMARILLO
14 SS-5120-2
N/A
N/A
N/A
SS-5120-2

WRP GENERATOR IMPROVEMENTS

ISSUED FOR BID

ANY PRINTS NOT BEARING THIS STAMP MAY HAVE BEEN PRINTED PRIOR TO ADVERTISING AND CANNOT BE CONSIDERED AS BID DOCUMENTS.

USERS OF THIS DOCUMENT IN EDITABLE ELECTRONIC FORMATS ARE

CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE SUBSEQUENT TO ITS PREPARATION.

DOCKING STATION P-0001A P-0001B P-0001C P-0013 P-0014
(E) MCC-12
MINI-POWER CENTER P-0012
GENC-0003 C-0002
(E) SUS2 SECONDARY

SWITCHBOARD TOP HAT
(E) SUS2 SECONDARY
SWITCHBOARD P-0005A P-0005B P-0005C P-0006A P-0006B P-0006C ATS-2 TOP HAT (E) MCC-11 P-0002A P-0002B P-0002C P-0004A P-0004B P-0004C P-0003A P-0003B P-0003C P-00015 C-0004 (E)
N/A
07/20/2026
07/20/2026
07/14/2026
07/14/2026
ADDENDUM NUMBER 1

WATER RECLAMATION PLANT GENERATOR IMPROVEMENTS
PROJECT NO. SS-5120-2
August 17, 2026

1. BID OPENING DATE

1.1 The Bid Opening Date has changed. Bids are due Tuesday, August 25, 2026, at 3:00 p.m.

2. SPECIFICATIONS

2.1 REPLACE: Section 01010 SUMMARY OF WORK, 1.06 ORDER OF THE WORK, D:
“Some construction elements can be accomplished at any time during the contract period, but many will require coordination with other items being completed first.

Therefore, a preliminary construction phase sequence is described below to help define the probable sequence of major activities required for the Contractor to comply with and to properly address the previously mentioned constraints. The Contractor is responsible for the phasing of work to honor the constraints, complete the work, coordinate with Owner's work and meet the schedule for completion.

Contractor shall submit a phasing plan and work sequence for review and approval.

1. WRP
a. Phase 1 – Perform Civil Work, Install All Ancillary Electrical Equipment, and Install Docking Station
1) Perform all civil work and install ancillary electrical equipment, including the new generator docking station.
2) Install all required conduit and cabling.
3) Conduct functional testing of the ancillary electrical equipment and docking station, as specified in the contract documents. b. Phase 2 – Remove and Replace ATS:
1) Demolish the existing ATS. The ATS shall be de-energized during this work.
a) Coordinate with the Owner and obtain written approval from the Owner/Engineer prior to beginning this phase. As this phase involves a power outage, the written approval shall include the estimated duration of the shutdown required for the removal and replacement of the ATS. The maximum allowable shutdown
duration is 2 hours. The contractor has the option to bypass and Water Reclamation Plant Generator Improvements – Project No. SS-5120-2 Addendum No. 1