isolate the ATS by using a temporary generator provided by the contractor.
2) Install the new ATS. Route and terminate new conductors for both the line and load sides. Temporarily connect the existing emergency cables using the existing portable generator cables until all project phases are complete.
3) Perform functional testing of the ATS and the existing portable generator in accordance with the contract requirements.
c. Phase 3 – Move Portable Generator
1) Relocate the portable generator to the new installation and connect it to the Docking Station in accordance with the contract documents. The generator can be disconnected for a maximum of 4 hours. 2) Perform all required functional testing as specified in the contract documents.
3) Fill the Portable Generator’s fuel tank to capacity. d. Phase 4– Demolition
1) Demolish the existing generator items.”
With the following:
“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, an example 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 and work sequence plan 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. Final connections to be made at time of equipment installation.
b. Phase 2 – Remove and Replace ATS:
1) Provide and stage a temporary generator to connect directly to MCC-11 to supply electrical power to operate Plant 1 in the event that power from the Plant 1 Main Breaker is unavailable.
a) It is anticipated that three (3) electrical shutdowns will be required to install the ATS. Contractor is to provide a proposed phasing and work sequence plan inclusive of estimated shutdown durations to the Owner/Engineer a minimum of two weeks prior to a Plant 1 shutdown. Maximum allowable shutdown duration is 2 hours. The Contractor must obtain written approval from the Owner/Engineer prior to Contractor beginning any work requiring shutdown.
Water Reclamation Plant Generator Improvements – Project No. SS-5120-2 Addendum No. 1
2) Set up bypass of existing ATS by directly connecting the Plant 1 Main Breaker to MCC-11. Electrical shutdown of Plant 1 will be required and must be completed in accordance with the Owner/Engineer approved shutdown plan.
3) Demolish the existing ATS.
4) Reinforce the floor. Coat floor reinforcing to match existing floor. 5) Install the new ATS. Route and terminate new conductors for both the line and load sides.
6) Disconnect ATS bypass and connect temporary generator to MCC-11.
Electrical shutdown of Plant 1 will be required and must be completed in accordance with the Owner/Engineer approved shutdown plan. 7) Operate and monitor temporary generator to provide power to MCC-11. 8) Connect Plant 1 Main Breaker and Docking Station to ATS. 9) Connect ATS to MCC-11. Electrical shutdown of Plant 1 will be required and must be completed in accordance with the Owner/Engineer approved shutdown plan.
c. Phase 3 – Relocate Existing Portable Generator
1) Relocate the Portable Generator to the new installation and connect it to the Docking Station in accordance with the contract documents. d. Phase 4 – Perform Testing
1) Perform all required functional testing of the ATS, Docking Station, relocated portable generator, and ancillary electrical equipment in accordance with the contract requirements. The Portable Generator can be disconnected for a maximum of 4 hours if needed.
2) Fill the Portable Generator’s fuel tank to capacity. e. Phase 5 – Demolition
1) Demolish the existing generator items.”
2.2: ADD: to end of Section 01200 MEASUREMENT AND PAYMENT, 1.06 DESCRIPTION OF BID ITEMS, E. Bid Item No. 5 – New ATS/Docking Station Installation and Existing Portable Generator Relocation, 1. Measurement:
“iii. Development and implementation of a phasing and work sequence plan and all associated work, including but not limited to furnishing, installing, operating, monitoring, maintaining, and fueling of the temporary generator, bypass, and required electrical shutdowns.
iiii. Installation of new ATS shall include anchorage of new ATS and all associated work, including non-destructive testing, additional stainless-steel plate, and coating.”
2.3 REPLACE: Section 01200 MEASUREMENT AND PAYMENT, 1.06 DESCRIPTION OF BID ITEMS, F. Bid Item No. 6 – All Other Work Required in Base Bid Scope of Work:, ii:
“ii. Furnish and install 6” thick aggregate base, grading, compaction and related activities to the generator pad.”
Water Reclamation Plant Generator Improvements – Project No. SS-5120-2 Addendum No. 1
With the following:
“ii. Include site clearing, grading, compaction, furnish and install of 6” thick aggregate base, and all related work to the new generator pad. iii. Furnish and install grounding electrode and provide all related work. iv Furnish and install ramp and provide all related work.”
3. PLANS
3.1 REPLACE: Plan Sheet 10 of 14 (E-300 OVERALL ELECTRICAL EQUIPMENT AND GROUNDING SITE PLAN) with Revised Plan Sheet E-300 (Attachment A1-1).
3.2 REPLACE: Plan Sheet 12 of 14 (E-321 ELECTRICAL EQUIPMENT ELEVATIONS) with Revised Plan Sheet E-321 (Attachment A1-2).
3.3 REPLACE: Plan Sheet 13 of 14 (E-330 ELECTRICAL CONDUIT, WIRE, AND PANEL SCHEDULES) with Revised Plan Sheet E-330 (Attachment A1-3).
3.4 REPLACE: Plan Sheet 14 of 14 (E-340 ELECTRICAL CONDUIT BLOCK DIAGRAM) with Revised Plan Sheet E-340 (Attachment A1-4).
4. QUESTIONS AND ANSWERS
4.1 QUESTION: Section 01 010, 1.05(A) states that O.F.C.I. items shall be delivered to the job site by the equipment vendor. (1) Is the Contractor responsible for providing the rigging/forklift to offload the equipment from the vendor's delivery truck? (2) Who is responsible for coordinating the delivery date with the vendor? (3) If the equipment arrives before the site is ready for installation, is the Contractor responsible for secure on-site storage and protection of the Owner’s equipment?
ANSWER: (1) The Contractor will be responsible for offloading the equipment from the delivery truck. (2) The Contractor will be responsible for coordinating the delivery date with the vendor. (3) The vendor is able to hold and store the equipment until the Contractor is ready to receive it. If the Contractor chooses to take possession prior to installation, the Contractor will be responsible for storage and protection.
4.2 QUESTION: Section 01650, 1.04(A) requires an authorized, factory-trained manufacturer's representative to provide field service, check/adjust the equipment, and provide a written affidavit prior to full-time operation. Since the ATS and Docking Station are being procured directly by the Owner, did the Owner's purchase order include the cost of the manufacturer's field service/startup technician? Or is the Contractor expected to carry an allowance in our bid to hire the vendor's technician for startup and testing?
ANSWER: CSD will provide manufacturer’s field service and startup for the ownerfurnished equipment.
Water Reclamation Plant Generator Improvements – Project No. SS-5120-2 Addendum No. 1
4.3 QUESTION: The General Conditions require a 1-year warranty on all Work after acceptance. For the O.F.C.I. equipment, please confirm that the Contractor's 1-year warranty liability is strictly limited to the installation (labor and contractor-furnished materials such as conduit, wire, and pads), and that the manufacturer/Owner holds the warranty for any internal defects, parts, or internal failures of the ATS and Docking Station themselves.
ANSWER: Confirmed. For owner-furnished equipment, contractor liability is limited to installation and contractor-furnished materials. The manufacturer holds liability for owner-furnished equipment.
4.4 QUESTION: Phase 3 requires the Contractor to relocate the existing portable generator to the new pad and perform functional testing. To protect all parties and establish the current condition of the generator, will the District and Contractor perform a joint baseline operational test of the portable generator prior to the Contractor disconnecting and relocating it?
ANSWER: Yes. CSD and Contractor will perform a joint baseline operational test of the portable generator to verify functionality prior to disconnection and relocation.
4.5 QUESTION: Sheet E-300 Keynotes C and D require the Contractor to provide a deferred submittal, stamped by a California Registered Structural or Civil Engineer, for the anchorage design of the Owner-Furnished Docking Station and Mini Power Center. Furthermore, Keynote B requires the Contractor to perform non-destructive testing on the existing floor system for the ATS attachment. (1) Since the ATS and Docking Station are being procured directly by the Owner, will the Owner's equipment vendor provide the necessary seismic calculations, equipment weights, and center-of-gravity data required for our 3rd-party Structural Engineer to design the stamped anchorage submittal? (2) Is the Contractor responsible for the cost of hiring the 3rd-party Structural Engineer to stamp the anchorage details, or will the District provide the structural mounting details for their furnished equipment? ANSWER: Anchorage has been provided for the ATS as shown in Sheet Keynote B.2. of Drawing S-300. No additional anchorage design is required for the ATS.
Anchorage has been provided for the Docking Station per Keynote D/Sheet E-300.
No additional anchorage design is required for the Docking Station.
For the Mini Power Center, the anchorage shall be engineered, detailed, and installed as part of a deferred submittal. The submittal shall be stamped by a Structural or Civil Engineer registered in the State of California as shown in Sheet Keynote C for the Mini Power Center on Drawing E-300. For bidding purposes, anchorage information has been provided on Drawing E-300.
The following structural design criteria shall be used for the project:
i. 2022 California Building Code per Specification Section 01010-1.13.A. ii. Risk Category III, Ie = 1.25 and Ip = 1.50.
iii. Wind Design Speed =100 MPH, Exposure C
Water Reclamation Plant Generator Improvements – Project No. SS-5120-2 Addendum No. 1
iv. Seismic Design Parameters:
1. Site Class = D, Default
2. S1 = 0.563g
3. Ss = 1.532g
4. SD1 = 1.1034g
5. SDS = 1.226g
6. TL = 8 seconds
4.6 QUESTION: Please confirm whether this project is federally funded. If so, could you please provide the Wage Determination number?
ANSWER: This project is not federally funded.
This addendum, including attachments, are available for download the from City of Camarillo PlanetBids portal site: https://pbsystem.planetbids.com/portal/56271/portal-home. This addendum shall be attached to and become a part of the specifications. Each Bidder shall acknowledge on Page 3 of the BID PROPOSAL receipt of this Addendum, which shall be taken as prima facie evidence that the bidder was aware of this inclusion prior to submission of his/her bid.
James Campero, P.E.
District Engineer
(E) MANHOLE EMH NO. 1
(E) MANHOLE
User: VITALIY ZUBKO Plot Date: 8/12/2026 1:39 PM ADDENDUM NO. 1 OVERALL ELECTRICAL EQUIPMENT E-300 10 VZ AJG/ZLP JRM 1 ADDENDUM NO. 1 08/17 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/AN/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 GG 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. INSTALL THE HOLLOW-BOLT FASTENERS FOLLOWING THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF ICC-ESR 3330. 3. THE EXISTING FLOOR THICKNESS IS APPROXIMATELY 0.20-INCHES, AND SHALL BE FIELD VERIFIED BY MEANS OF NONDESTRUCTIVE TESTING. DIRECTLY BELOW THE ATS UNIT, AND ABOVE THE EXISTING FLOOR PLATE, PROVIDE A 0.25-INCH THICK STAINLESS STEEL PLATE (TYPE 304) WITH THE PLATE LENGTH AND WIDTH CONSISTENT WITH THE ATS UNIT PLUS 1-INCH ALL AROUND THE SUPPORT LEGS. THE BOLT HOLES IN THE PLATE SHALL NOT EXCEED THE REQUIREMENTS IN THE ICC-ESR OR IAPMO-UES REPORT. A NEW HOLE FOR THE CONDUITS SHALL BE ADDED IN THE NEW PLATE THAT MATCHES THE EXISTING HOLE SIZE AND LOCATION. PLATE SHALL BE COATED/PAINTED TO MATCH EXISTING FLOOR. 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, (4) 1/2” KWIK BOLTS TZ-CS WITH A 3-3/4” EMBEDMENT MAY BE USED. D. DOCKING STATION SHALL BE WALL-MOUNTED USING CONCRETE ANCHORS. (4) 1/2” KWIK BOLTS TZ-CS WITH A 3-3/4” EMBEDMENT SHALL BE USED. 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 AT THE NEW PORTABLE GENERATOR LOCATION IS LEVEL, AND THE SURROUNDING AGGREGATE BASE IS LEVELED AT 1% SLOPE TO THE CURB. ALL AGGREGATE BASE SHALL BE 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. J. PROTECT GEC FROM PHYSICAL DAMAGE IN ACCORDANCE WITH NEC 250.64(B)(2). 1 1 1 ~20'-0" 1 11 C-0004 P-0012 C-0002 C-0001 P-0006A P-0006B P-0006C P-0002A P-0002B P-0002C P-0004A P-0004B P-0004C 1 J 1 1 1 1 1 1 ADDENDUM NO. 1 ATTACHMENT A1-1
ATS OIT
User: VITALIY ZUBKO Plot Date: 8/10/2026 2:22 PM ELECTRICAL EQUIPMENT ELEVATIONS E-321 12 VZ AJG/ZLP JRM 1 ADDENDUM NO. 1 08/17 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/AN/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. SEE SHEET KEYNOTE B ON SHEET E-300 FOR ATS EQUIPMENT ATTACHMENT NOTES. B. REFER TO RECORD DRAWINGS FOR CONTINUATION. C. SEE SHEET KEYNOTE B ON SHEET E-330 FOR CONDUIT AND CABLE INFORMATION. (E) SUS2 SECONDARY SWITCHBOARD TOP HAT ATS-2 TOP HAT TO DOCKING STATION ELECTRICAL CONDUIT 1 1 C ADDENDUM NO. 1 ATTACHMENT A1-2 User: VITALIY ZUBKO Plot Date: 8/10/2026 2:19 PM
ELECTRICAL CONDUIT, WIRE, E-330 13 VZ AJG/ZLP JRM 1 ADDENDUM NO. 1 08/17 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. PROVIDE NEW CONDUCTORS AND RECONNECT ATS-2 TO MCC-11 UTILIZING THE EXISTING CONDUIT ROUTING. CITY OF CAMARILLO 14 SS-5120-2 N/A N/AN/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 ABBB 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 1 1 1 ADDENDUM NO. 1 ATTACHMENT A1-3 User: VITALIY ZUBKO Plot Date: 8/10/2026 2:18 PM ELECTRICAL CONDUIT BLOCK DIAGRAM E-340 14 VZ AJG/ZLP JRM 1 ADDENDUM NO. 1 08/17 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/AN/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 GEN
C-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) 1 ADDENDUM NO. 1 ATTACHMENT A1-4