Appendix — San Jose City Council, March 1, 2022 (part 2 of 4)

San Jose Digested Sludge Dewatering August 24, 2021
60% Comments – Additional Info Needs
Specific Comments that we would like additional direction on:

1. Line 184 and Line 409, Sheet I-604-84 – Response indicates valve position not required for flushing and pump isolation. Is the expectation that they would be provided for valves 10021- 07, 10021-03, 10034-09, 10034-01, and 10034-04? MN: No other manual valves have been specifically identified to have position indication.

2. Line 185 and 411, Sheet I-603-84 – Response indicates Not required for flushing valves and pump isolation valves. Keep existing position indication shown on valves controlling flow path of standby pump. These are currently shown, so confirming no change. MN: Correct. No change.

3. Line 187, Sheet I-601-84 – Response indicates Not required for pump isolation valves. Assume that none of the flushing valves to be included. MN: Correct, not flush valves will have position indication. Valves for use of the standby currently shown with position indication. Is request to include on inlet valves 10004-21, 10004-04, and outlet valves 10004-05, and 10004-06? MN: No.

4. Line 400 and Line 988, Sheet I-617-85. Response indicates Not required for pump isolation valves. Assume that none of the flushing valves to be included. Is request to include on valves 10094-13, 10094-14, 10094-15, 10094-16, 10094-17, 10094-18, 10094-19, and 10094-20? MN:

To provide flow path information, provide position indication on 10094-17, 10094-19, and 10094-20 only.

5. Line 955, Sheet I-620-85. Response indicates This comment appears to be requesting control automation tying polymer blend unit to specific centrifuge. Confirm that is being provided. The specific blend unit will be selectable from the centrifuge control panel. Comment appears to be requesting that the valves on the polymer system be automated to line up with the centrifuge selected. Valves are manual and would be manually positioned. No change is anticipated from this comment. MN: Correct.

6. Line 976, Sheet I-613-85. Response indicates- Provide ROM for conveyor gates 10062-01 and 10062-2 to be motor actuated for operability/reliability. These valves were added to provide increased flexibility but should not be normally needed. There really is no need to motorize them. MN: Still under review. Included by Walsh/B&V via addenda.

7. Line 1005, Sheet I-602-84. Response indicates - Question: Do Solenoid valves have Open/Close feedback included? No, if position feedback is critical, recommend switching to a motorized valve. Is position feedback critical? MN: No position indication required. Question: Low level switch will open solenoid, what will close the solenoid valve?

8. Line 1050, Sheet I-601-71. Response indicates - Not required for pump/train isolation valves but operation wants to have knowledge on the flow path in operation at a given time. This is a general comment, see responses to individual sheets above. MN: Agreed. See notes on specific sheets above.

9. Lines 777, and 780, Sheet I-602-84. Comment indicates “Add Flow Switches as discussed in review meeting” and Response is to Include. Just want to be clear that it is not a flow switch that will be added, it is a proximity switch on the valves stem to indicate that the PRV is open.

MN: I’m waiting to hear back from Eric H. Is this the same approach that has been executed on digester project? Approach confirmed to be same as digesters.

10. Lines 914, 915, 916, 917. Sheets A-902-85, A-901-85, A204-85-2, and A-203-85-2. Comments are to provide screening from street, and Response is Tree Screening is adequate. Is the direction to provide only tree screening. MN: Tree screen is an acceptable approach for DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

San Jose Digested Sludge Dewatering August 24, 2021
60% Comments – Additional Info Needs
screening equipment at the Dewatering facility. More trees along the north side of the north roadway is thought to provide greater screening of the building and equipment on top of the electrical room and loadout structure. There are additional comments on a separate QRF form to “The landscaping plans shall generally be reduced to planting of trees and consideration of a ground cover/vine plant. [disregard this highlighted comment. A meeting with Mariana is need to determine path forward. Meeting invite for 9/9 at 9:00 has been sent] Provide additional trees to the north of the exit roadway for visual screening of building when driving south on Zanker past TEMPCO. Suggest we have a meeting to discuss and review. Would like to have clear direction on the expectations for landscaping, and irrigation systems. Meeting held on 9/9 confirming design is acceptable as is with only potential change to be additional trees to provide additional screening along the northwest entrance road.

General Comments or Areas that we want to confirm path forward on:

1. Architectural – There are very few comments on the Architectural design. Please confirm that the City is in agreement with the architectural approach, materials, layouts, and design? MN: There seemed to be general agreement in meetings on the materials and layout. Were all action items from the review meeting followed up on?

2. Structural - There are only a couple comments on the Structural design, and no comments on the calculations. Please confirm that the City is in agreement with the structural approach for the facilities. MN: City SMEs reviewed for general conformance and consistency with California code requirements and no additional comments were identified for transmission.

3. DS Pipelines between the Transfer Pump Station and the DS Storage Tanks are on existing pipe rack. There have been discussions about potentially moving this piping, please confirm if design is to progress with the piping on the rack or if an alternate routing will be requested. MN: City is waiting to receive cost saving and buried pipe sketches from Walsh.

WALSH. Provided drawings to confirm approach. City approved and incorporated into GMP.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

REV: 8/18/2021
Subject Page Label Author Comments Cost
Implications
Bucket DIV addenda
required
addenda
issued?
Decisions / Direction
65 Text Box D-402-85-1 Michael C
Issayas L. : The Velodyne blending equipment BV/Walsh selected has no 2-stage polymer mixing chamber. On the other hand, the UGSI blending unit has both 1-stage and 2-stage mixing in its mixing chamber. Cost-wise, UGSI is slightly expensive (less than 6%) than Velodyne. But studies conducted by David Oerke, Jacobs indicated that 2-stage mixing can increases the polymer activation by up to 22% thereby achieving 10-25% saving on polymer consumption. This will have huge ramification on the longterm O&M operational cost. We, therefore, recommend that the BV/Walsh design team seriously consider to replace the Velodyne 1-stage mixing with 2-stage polymer mixing blending unit. We should not forgo this major O&M operation cost saving feature for less than 6% equipment cost difference. Y Response indicates no change is required 67 Cloud+ I-501-00 rmaidrand Eric H.: Can "disconnect" fittings be provided at all field instruments for ease of maintenance and LOTO. Y 2 26 Y Y Added LOTO for
remaining 120 V
instruments where 24V
instruments are not
possilble. City CIP
understanding is that 24
V instruments don't
need LOTO Included as alterante bid pricing
70 Cloud+ I-502-00 rmaidrand Eric H: Consider use of hard tapped instrument fittings instead of annular seals due to simplified maintenance. Y 8 40 Y N Alternative to be
implemented but further
detail refinement is
needed
$20K from what Walsh/BV sent. Latest response by Eric may increase this price.

Need follow
86 Cloud+ E-605-84 rmaidrand Eric H.:Can 24v dc power be used for field instruments instead of 120v Y 1 26 Y Y Implement 24VDC
Instruments where
possible
Included as addendum, but not alternate pricing due to extensive addendum description change that would confuse bidders otherwise 95 Cloud+ M-101-84 Aric condensate to be done as per city's detail and tonnage. Y 0 23 Y Y $15K 160 Callout I-602-00 pmatkinson Redundant DCU's Y 6 40.5 Y N Include $15K 171 Cloud+ A-903-85 Bryan O&M Need a cover Y 0 5 Y N
Polymer canopy cost was carried, however require City direction to issue addendum to bidder
174 Callout I-202-00 pmatkinson
The automation guidelines are being revised (R7 to be issued in July 2021) to provide more specific details on the HPC800 and PDP panel section arrangement. Panel shall provide space for full expansion of PDP's I.e. 8 modules. Y 6 40.5 Y Y Need ROM for red text if
any adjustment is
needed
350 page document, knowing this is a City guideline we have issued as addendum to be incorporated. Not an item that a ROM can be provided for, but will have it incorporated to bidders.
176 Callout I-602-00 pmatkinson
The automation guidelines are being revised (R7 to be issued in July 2021) to provide more specific details on the HPC800 and PDP panel section arrangement. Panel shall provide space for full expansion of PDP's I.e. 8 modules. Y 6 40.5 Y y Need ROM for red text if
any adjustment is
needed
350 page document, knowing this is a City guideline we have issued as addendum to be incorporated. Not an item that a ROM can be provided for, but will have it incorporated to bidders.
177 Callout I-502-00 pmatkinson Typically, there would be a pressure regulator with gauge for every valve serviced? Y 6 40 Y N $50K, but do not think they are necessary 182 Text Box I-604-84 Tim Lewis Valve position interlocks for pumps associated with suction or discharge valve potion? ZSO, ZSC Valve lineup indication on DCS? Y 6 40.5 Y N Not required for flushing
valves and pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
183 Text Box I-603-84 Tim Lewis Valve position interlocks for pumps associated with suction or discharge valve potion? ZSO, ZSC Y 6 40.5 Y N Not required for flushing
valves and pump
isolation valves. Keep
existing position
indication shown on
valves controling flow
path of standby pump
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
185 Cloud+ I-601-84 Tim Lewis Are there any interlocks related to valve position that prevent pumps from starting - all pumps Y 6 40.5 Y N Not required for pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
188 Callout I-207-00 Eric.Hovland The City requires 1 year of video back up on site. Is there enough room for the Storage blades in this rack? Y 6 40.5 Y N Include Minimal cost ROM - $500.00 195 Red Callout: New item to be added A-402-85-1 DCrawford Provide sloping tops above lockers Y $5K 324 Red Callout: New item to be added A-602-85-1 DCrawford Recommend 8'-0" high doors for industrial facilities Y Y N Could have major re-design implications. Don't recommend 383 Callout I-625-85 Eric.Hovland Unlike storm water this would need a level indication style level sensor with level feedback to DCS. Y 6 40.5 Y N Exclude. Level switch
control accepted. $60K.
398 Callout I-617-85 Eric.Hovland For all pumps: Are these valves automated and are they part of the permissives for the pumps? Y 6 40.5 Y N Not required for pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
409 Callout I-604-84 Eric.Hovland For all pumps: Are these valves automated and are they part of the permissives for the pumps? Y 6 40.5 Y N Not required for pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
411 Callout I-603-84 Eric.Hovland For all pumps: Are these valves automated and are they part of the permissives for the pumps? Y 6 40.5 Y N Not required for pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
518 Cloud+ P-501-00 Aric Jose C -must terminate outside, to a floor sink or mop sink, not funnel receptor. Y 11 22 Y N Will review code compliance 520 Cloud+ P-501-00 Aric Jose C - why only 1" hot? If inlet of equipment is 1-1/2", then provide 1-1/2" hot. Y 11 22 Y N Will review code compliance 522 Text Box P-406-85-1 Aric
Jose C -Will the building have fire sprinkler system? If so, where is the drain for the testing will be discharge at? it must be discharge to an approved receptor (based on gpm) Y 21 Y N Will review code compliance 530 Cloud+ P-403-85-1 Aric Jose C -pump can't be in elevator pit. Floor drain can be there, but not the pump. Provide details. Y 11 22 Y N Will review code compliance 592 Text Box I-601-00 AndyW Jerry A: Fire alarm requires Ring network, need extra multimode fiber [Pumping station] (see attached) Y 6 26 Y N Include. Fire department
requirement
$15K. Running from fiber patch panel to FACP all within Sludge Storage Electrical Building
593 Text Box I-601-00 AndyW Jerry A: Re-Route Cat6 to HPC controllers and the Modbus switch; [Pumping station] (see attached) Y 6 26 Y N Include NA - Does not appear to be a cost implication, just clarifying ports for tie-in 595 Text Box I-602-00 AndyW Jerry A: Fire alarm requires Ring network, need extra multimode fiber (see attached) Y 6 26 Y N Include. Fire department
requirement $30K - Panel numbers for FACP needs to be updated to 85 596 Text Box I-602-00 AndyW Jerry A: Re-Route Cat6 to HPC controllers; use Hirschmann Profibus Converter OZD Profi 12M G11 (see attached) Y 6 26 Y N Include NA - Does not appear to be a cost implication, just clarifying ports for tie-in 623 Markup CalloutC-502-00 MWalkowiak CITY REQUESTED VALVES BE INSTALLED ABOVE GROUND TO FACILITATE MAINTENANCE. Y 40 Y N Include $20K 775 Markup CalloutI-602-84 MWalkowiak ADD FLOW SWITCHES AS DISCUSSED DURING REVIEW MEETING. Y 6 26 Y N Include $50K 778 Markup CalloutI-602-84 MWalkowiak ADD FLOW SWITCHES AS DISCUSSED DURING REVIEW MEETING. Y 6 26 Y N Include Included with I-602-84 immediately above 790 Callout E-617-85 Sbarker All 120vac devices should have lockable disconnect switches. Y 2 26 Y Y Added LOTO for
remaining 120 V
instruments where 24V
instruments are not
possilble. Included as alterante bid pricing
796 Callout E-406-85-1 Sbarker The counter top along this wall should have more outlets Y 26 Y N Include $15K 802 Callout E-105-85-1 Sbarker Add a couple more outlets to this area Y 26 Y N Include $15K 806 Callout E-107-84 Sbarker All 120v or externally powered instruments should have disconnect switches. Y 26 Y Y Included as alterante bid pricing 814 Callout E-502-00 Sbarker
For future conduits that are not installed inside equipment or pull box, the rigid coupling and plug should be flush with the floor. Y 0 26 Y N
Sent photos from Sean
on caps over conduits.

Need confirmation of
ROM
$75K, don't recommend due to constructability costs. Maybe consider just for centrifuge feed pumps ONLY?
887 Callout E-605-84 Eric.Hovland We prefer 24VDC instruments where available. Y 1 26 Y Y Implement 24VDC
Instruments where
possible
Included as addendum, but not alternate pricing due to extensive addendum description change that would confuse bidders otherwise 890 Callout E-105-84 Eric.Hovland If PRV model has flow sensors there would need to be another conduit path for that. Y 6 26 Y N Include. BAAQMD
requirement
901 Text Box C-101-85 Eric.Hovland Perhaps a parking area for the guard near the guard shack rather than across the entire new building? Y Y N Exclude $35K 912 Cloud+ A-902-85 Domenic Onoratoequipment needs to be screened. Y 12 5 Y N Tree screening adequate Pending City direction on screening requirements 913 Cloud+ A-901-85 Domenic OnoratoEquipment needs to screened Y 12 5 Y N Tree screening adequate Pending City direction on screening requirements 914 Cloud+ A-204-85-2 Domenic Onoratoscreened if seen from the street. Y 12 5 Y N Tree screening adequate Pending City direction on screening requirements 915 Cloud+ A-203-85-2 Domenic OnoratoEquipment needs to be screened. Y 12 5 Y N Tree screening adequate Pending City direction on screening requirements 916 Cloud+ A-201-85-2 Domenic Onorato
Zoning requirement: mechanical equipment needs to be hidden/screened from street view. Scheme at 30% had the wall higher, I know it was removed due to cost, but it cannot be exposed as shown in this elevation. Y 12 5 Y N Pending City direction on screening requirements 939 Cloud+ A-105-85-1 Amit Mutsuddy maintenance access not available Y 3 5 Y N Provide platform and
Lapieyrre stairs to
platform on top of
electrical room Will incorporate change
940 Cloud+ A-104-85-1 Amit Mutsuddy AM: how will maintenance access these gearboxes Y 3 5 Y N Provide platform and
Lapieyrre stairs to
platform on top of
electrical room Will incorporate change
942 Cloud+ A-104-85-1 Amit Mutsuddy AM: maintenance access not provided, how will the PM to be done Y 3 5 Y N Provide platform and
Lapieyrre stairs to
platform on top of
electrical room Will incorporate change
953 Text Box I-620-85 AndyW
Sharik C: Automated sequence programming to align valves for available selected centrifuge. (Operator should only be given a choice of available centrifuge to select from). Y 6 40.5 Y N This comment appears
to be requesting control
automation tying
polymer blend unit to
specific centrifuge.

Confirm that is being
provided.

Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
955 Text Box I-620-85 AndyW Sharik C: Provide other status and calculations to the DCS via Modbus. Y Need information on what is being requested? 963 Callout C-102-85 Michael C
Kent B: Drawing indicates a tee for the hydrant lines prior to the line entering the building. Isolation Valves need to be installed at the tee. Y 40 Y N
Comment response
indicate standard is
understood and will be
followed.
965 Text Box I-619-85 AndyW Sharik C: provide additional specific faults via modbus. Y Need information on what is being requested? 968 Callout C-102-85 Michael C Kent B: A backflow device needs to be installed for the RW line. Y 40 Y N Include if required by
SBWR regulations $7K
974 Text Box I-613-85 AndyW Sharik C: what automation is available on valves 10062-xx? Y 6 40.5 Y N Provide ROM for
conveyor gates 10062-01
and 10062-2 to be
motor actuated for
operability/reliability.

Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
986 Text Box I-617-85 AndyW
Sharik C: process valve feedback switches needed to provide a pump available signal. Need automated sequence to determine pump availability. Y 6 40.5 Y N
Not required for pump
isolation valves
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
990 Text Box I-618-85 AndyW Sharik C: Missing alarms for Motor Casing, discharge pressure etc. Y May not be required 1000 Cloud+ I-601-85 AndyW Sharik C: Individual pressure indicators needed on lines FC, FD and FE Y 6 26 Y N Include. Add PIT to PI10153-03, on I-623-85 so
DCS has info on pressure
downstream of air
receiver $10K for 1 PI as suggested
1002 Text Box I-602-84 AndyW Sharik C: Pressure relief valves on storage tank need to have open/close feedback Y 6 26 Y N Will incorporate 1003 Text Box I-602-84 AndyW Jonathan T: to include a position feedback on the solonoid valve 84SV10022 and 84SV10021. Sharik C has same comment. Y 6 40.5 Y N Question: Do Solenoid
valves have Open/Close
feedback included?
Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
1005 Text Box I-602-84 AndyW Sharik C: All vent and pressure relief valves should have valve open / close feedback indicators. (Typical all sheets). Y 6 40.5 Y N Will incorporate 1007 Callout I-602-84 AndyW Sharik C: Tank level switch should be included as a redundancy to the ultrasonic level indicator and programmed as an interlock Y 6 40.5 Y N Include $10K 1048 Text Box I-601-71 AndyW
Sharik C: many process valves do not have open/close feedback indications, these would be very helpful in determining flow path. (Typical all sheets). Y 6 40.5 Y N
Not required for
pump/train isolation
valves but operation
wants to have
knowledge on the flow
path in operation at a
given time.

Global valve position indicator, limit switch request, manual valve actuation request - $500K plus ROM
1112 Callout C-102-85 Michael C All Fire Hydrants need an isolation valve installed on the lateral. - Kent B. Y 40 Y N Will incorporate 1114 Callout C-102-85 Michael C Water Meter needs to be included for the RW line. - Kent B Y 7 40 Y N This is expected to be a
SBWR requirement Will incorporate change
1193 Callout I-203-00 PMurphy Is an external redundancy diode module required to make these redundant? Y 6 26 Y N Comment response
indicates addition. Will incorporate change
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 1204 Markup CalloutI-601-85 MWalkowiak IS BYPASS AROUND CONTROL VALVE NECESSARY? Y 5 40 Y N Delete bypass around
control valve and two
isolation valves Will incorporate change
1206 Markup CalloutI-601-85 MWalkowiak SINGLE POINT OF FAILURE. SEE COMMENTS ON MECH DRAWNGS. Y 5 40 Y N For two TRS lines,
connect one line to each
end of feed header to
centrifuge feed pumps.

Maintain Will incorporate change
1208 Markup CalloutI-603-84 MWalkowiak MISSING ISOLATION VALVE Y 5 40 Y N $15K 1211 Markup CalloutI-603-84 MWalkowiak MISSING ISOLATION VALVE Y 5 40 Y N $15K 1214 Markup CalloutD-106-84 MWalkowiak SINGLE POINT OF FAILURE IN PUMP SUCTION LINE. Y 5 40 Y N Tie in pipe from each
storage tank separately
to pump suction header Will incorporate change
1216 Markup CalloutI-602-84 MWalkowiak SEE COMMENTS ON MECH DRAWINGS REGARDING SINGLE POINT OF FAILURE Y 5 40 Y N Maintain separate pipes
to suction header Will incorporate change
1218 Markup CalloutI-602-84 MWalkowiak SEE COMMENTS ON MECH PLANS REGARDING SINGLE POINT OF FAILURE Y 5 40 Y N Maintain separate pipes
to storage facilities Will incorporate change
1220 Markup CalloutI-604-84 MWalkowiak NEED VALVE HERE. Y 5 40 Y N Revised mech sketch has
added this valve in Will incorporate change
1222 Markup CalloutI-604-84 MWalkowiak SEE COMMENTS ON MECH PLANS REGARDING SINGLE POINT OF FAILURE. Y 5 40 Y N Revised mech sketch has
addressed Will incorporate change
1251 Text Box I-623-85 bpetrik Confirm is bypass is needed around air receiver. (what happens to system if receiver is off-line for maintenance?) Y 1286 Markup CalloutI-620-85 MWalkowiak SINGLE POINT OF FAILURE Y 5 40 Y N Will incorporate change 1295 Markup CalloutI-619-85 MWalkowiak SINGLE POINT OF FAILURE. CONSIDER ROUTING TWO PARALLLEL LINES TO BLENDERS. Y 5 40 Y N Provide two polymer
feed lines that connect
to each end of the feed
line running in between
the polymer blend units. Will incorporate change
1323 Red Callout: New item to be added I-617-85 MNakamoto delete this segment and add red line for redundancy Y 5 40 Y N Will incorporate change 1327 Markup CalloutI-617-85 MWalkowiak SINGLE POINT OF FAILURE. SEE COMMENTS ON MECH DRAWINGS Y 5 40 Y N Will incorporate change 1331 Red Callout: New item to be added I-601-85 MNakamoto suggest adding isolation valve in combination with dual piping to pump suction header. Y 5 40 Y N Will incorporate change 1332 Red Callout: New item to be added I-601-85 MNakamoto suggest deleting this connection line and connecting to header below to provide greater redundancy Y 5 40 Y N Will incorporate change 1341 Markup CalloutD-102-85-1 MWalkowiak
CENTRATE PIPES SHOULD BE KEPT SEPARATE TO AVOID SINGLE POINT OF FAILURE. THIS CONFIGURATION DOES NOT ALLOW THIS COMMON PIPE TO BE TAKEN OUT OF SERVICE FOR CLEANING. Y 5 40 Y N Provide pipe redundancy
to wetwell Will incorporate change
1356 Markup CalloutD-101-85-1 MWalkowiak
THIS MANIFOLD IS A SINGLE POINT OF FAILURE (CANNOT BE TAKEN OUT OF SERVICE). CONSIDER KEEPING SEPARATE TO ALLOW CLEANING AND INSEPCTION. Y 5 40 Y N
For two TRS lines,
connect one line to each
end of feed header to
centrifuge feed pumps.

Maintain Will incorporate change
1363 Markup CalloutD-307-84 MWalkowiak

CONSIDER SEPARATE PIPES TO EACH TANK WITH CROSSOVER PIPING/VALVING TO AVOID SINGLE POINT OF FAILURE AND RETAIN CAPABILITY TO REMOVE STRUVITE WITHOUT COMPLETE PROCESS SHUTDOWN. Y 5 40 Y N Will incorporate change 1382 Text Box I-601-84 bpetrik
Provide iso valve on pump discharge to allow servicing when other two pumps are in operation (note that flow needs to go to both pipelines) Y 5 40 Y N Will incorporate change
1402 Arrow I-602-84 bpetrik Iso valve needed Y 5 40 Y N Will incorporate change 1412 Callout I-602-00 PMurphy Consider a fiber patch panel to manage these fiber pairs prior to the switches Y 6 40.5 Y N BV noted patch panel
would be added Will incorporate change
1418 Callout I-203-00 PMurphy Where are fiber optic media converters for the Profibus in 85PNL1000 shown on network drawings Y 6 40.5 Y N Will incorporate change 1422 Callout I-202-00 PMurphy Redundant switches not shown. Y 6 40.5 Y N Will incorporate change 1435 Callout I-627-85 PMurphy No isolation? Typical all pressure instruments Y 4 40.5 Y N Response to comment
note valve is in standard
detail Will incorporate change
1438 Markup CalloutD-301-85-1 MWalkowiak
ACCESS IN THIS AREA APPEARS TO BE OBSTRUCTED. EVEN IF PIPES ARE MOVED UP TO UNDERSIDE OF PLATFORM, HEAD CLEARANCE MAY BE INSUFFICIENT. Y 40 Y N Provided City detail - pending City direction 1450 Markup CalloutG-502-00 MWalkowiak SINGLE COMMON MANIFOLD DOES NOT HAVE REDUNANCY. SINGLE POINT OF FAILURE. Y 5 40 Y N For two TRS lines,
connect one line to each
end of feed header to
centrifuge feed pumps.

Maintain Will incorporate change
1483 Markup CalloutC-201-00 MWalkowiak
WILL PERIODIC ISOLATION VALVES BE PROVIDED SO PORTIONS OF PIPE CAN BE MAINTAINED WITHOUT DRAINING ENTIRE PIPE? COMMENT APPLIES TO OTHER PIPELINE DRAWINGS. Y 5 40 Y N Exclude Need clarification of what City is requesting 1489 Markup CalloutC-101-85 MWalkowiak ARE A PEDESTRIAN GATE AND WALKWAY NEEDED TO ACCESS GUARD SHACK? Y 3 3 Y N Exclude $35K for asphalt parking and walkway in that area, pedestrian walkway and gate 1522 QC Reviewer Cloud+Comment: Cloud+Comment added M-402-85-1 Dan Stewart Should these elements be screened? Y 12 5 Y N Exclude Pending City direction 1555 Markup CalloutD-105-84 MWalkowiak
SINGLE POINT OF FAILURE HERE WHERE DS PIPES COMBINE INTO ONE. CONSIDERING KEEPING PIPES SEPARATE TO EACH TANK AND PROVIDING CROSSOVER PIPING/VALVES. Y 5 40 Y N
Keep pipe separate and
provide crossover
arrangement Will incorporate
1599 Markup CalloutD-106-84 MWalkowiak
TO AVOID SINGLE POINT OF FAILURE, CONSIDER MOVING THIS ASSEMBLY ABOVE GROUND TO LOCATION INDICATED. DOING SO WOULD IMPROVE REDUNDANCY AND REDUCE COST BY AVODING ABOVE GROUND PIPING IN THIS AREA. Y 5 40 Y N Revised mech sketch has
addressed Will incorporate
1603 Markup CalloutD-106-84 MWalkowiak NEED VALVE HERE. Y 5 40 Y N Revised mech sketch has
addressed Will incorporate
1609 Cloud+ D-106-84 rmaidrand MW: Provide full redundancy Y 5 40 Y N Revised mech sketch has
addressed Will incorporate
1614 Cloud+ D-103-85-1 rmaidrand RC: How would you access these gear boxes to perform maintenance? From a safety standpoint, access would be needed. Y 3 5 Y N Will incorporate 1638 Markup CalloutG-007-00 MWalkowiak
BASED ON MINIMUM OPERATING LEVEL SHOWN ON HYDRAULIC PROFILE (17.0 FT), THE ACTUAL USABLE VOLYUME OF 2 TANKS IS 0.97 MG. CONSIDER OPTIONS FOR INCREASING ACTIVE VOLUME SUCH AS USING PUMPS WITH LOWER NPSHR REQUIREMENT AND/OR INSTALLING PUMPS IN A BELOW GROUND PIT. Y 40 Y N Need requested Pump
analysis and data on
NPSH required by pump Need additional understanding of what this will turn into 1660 Markup CalloutG-501-00 MWalkowiak CONSIDER UPSIZING DRAINS TO 4" TO REDUCE PLUGGING POTENTIAL. Y 4 40 Y N Pipe is potentially
subject to Digested Solid
Flow. BV please confirm
line will not be
susceptible to plugging
with Solids Will incorporate
1663 Markup CalloutG-501-00 MWalkowiak CONSIDER REVISING CONFIGURATION TO AVOID SINGLE POINT OF FAILURE Y 5 40 Y N Revised mech sketch has
addressed Will incorporate
1665 Markup CalloutG-501-00 MWalkowiak ADD ISOLATION VALVE IN CROSS-OVER LINE Y 4 40 Y N Revised mech sketch has
addressed Will incorporate
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Review Due Date:

Reviewer/s:

Project No.:

Reviewer
Date Name
1 EH/MN CL I-604-84
DCS level indicates LO Pressure alarm. Should a
PSL be added to suction line to align with this alarm
and protect the pump?
Tank level provides adequate pump protect based on
operational setpoints and pump NPSH 10/1/2021 Jk
2 EH/MN/AR CL I-601-85
provide position indication on PV 10001-01, typical of
all trains for interlock approach when using common
discharge header
Other position idication elements as well as equipment
running status provide same functionality. 10/1/2021 Jk 3 EH CL I-613-85 conveyor gates Provide ROM for conveyor gates 10062-01 and 10062-2 be motorized for reliability. Provided 10/1/2021 Jk 4 EH CL I-614-85 conveyor gates Provide ROM for conveyor gates 10072-01 and 10072-2 be motorized for reliability. Provided 10/1/2021 Jk 5 EH CL I-623-85 provide PIT on Air service line to Centrifuge feed pump to provide feedback that line is charged
Pressure indication provided at branch locations provides same functionality 10/1/2021 Jk
6 EH CL I-623-85 provide PIT on Air service line to truck loading system to provide feedback that line is charged
Pressure indication provided at branch locations provides same functionality 10/1/2021 Jk
7 EH CL I-623-85, compressor
package PLC need TCP/IP connection for access to data to DCS Vendor panel provides control. DCS connection would require custom panel with significant cost. 10/1/2021 Jk 8 EH C loadout bay provide gas monitoring and alarm system for safety Agree. Will add. 10/1/2021 Jk 9 IL/MN CL I-620-85, Secondary dilution
valves
When actuator in remote, does secondary dilution
start and stop when polymer blend starts and stops?
If not, please add these controls as an operator
selected control mode.

Will confirm and coordinate with vendor for 100% design 10/1/2021 Jk 10 MN CL Mass Balance Work Flow,
Soil Management
The proposed soil stock piles shown can be left as
stock piles but a plan for the long-term stabilization of the the piles must be developed and implement to
minimize erosion (wind, rain, etc.). No materials of
hazardous classification can be stored. The final state of the construction stage area still needs to be
discussed.

Agree. Will revise. 10/1/2021 Jk
11 MN CL Landscape
The landscaping plans shall generally be reduced to
planting of trees and consideration of a ground
cover/vine plant. Provide additional trees to the north of the exit roadway for visual screening of building
when driving south on Zanker past TEMPCO.

Suggest we have a meeting to discuss and review.

Meeting on 9/9 confirmed no change. 10/1/2021 Jk
12 13
Resolution / Response
Resolution
Back-Checked
& Approved #
Reviewer
Initials
Comment Type
C- Critical
CL- Clarification Required
S-Suggestion
Reference
Drawing, Specification, Page,
Section, Detail, etc.

Comments / Questions
INSTRUCTIONS: Critical issues may have a significant impact on rework, schedule, cost or risk and require immediate resolution. All comments need to be back-checke Comments
Reviewer Originator
Project Name: Digested Sludge Dewatering Facility
Document: Additional 60% Comment on Drawings 7758
Quality Review Form
File Name: 60% Drawings and Specs 8/23/2021
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ATTACHMENT 4G

EARLY WORK PACKAGE WORK
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ATTACHMENT 4G

EARLY WORK PACKAGE WORK
Attachment B of Early Work Package Amendment No. 1 is included in this Attachment and is applicable to the Early Work Package Work.
[ATTACHED]
The drawings and specifications set forth in Attachment C to Early Work Package Amendment No. 1 are applicable to the Early Work Package Work and are incorporated by reference into this Amended and Restated Design-Build Contract and are on-file in a separate volume with the City:

1. Digested Sludge Dewatering Facility (CPMS No. 7758) Early Work Package – Ground Improvements Drawings prepared by Walsh and Black & Veatch Corporation, dated March 2021; and

2. Specifications for San Jose-Santa Clara Regional Wastewater Facility, 7758 – Digested Sludge Dewatering Facility Project Early Work Package Ground Improvements, dated March 31, 2021.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

GENERAL DESIGN-BUILD WORK REQUIREMENTS
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APPENDIX 5

GENERAL DESIGN-BUILD WORK REQUIREMENTS

5.1 PURPOSE

5.1.1 General Purpose
The purpose of this Appendix is to set forth certain requirements for the performance of the Design-Build Work. The Design-Builder shall perform the Design-Build Work in accordance with the Contract Standards, including the requirements set forth in this Appendix.

5.1.2 City Standard Specifications
This Appendix references a number of City Standard Division 01 Specifications, as modified for the Dewatering Project and set forth in Attachment 5A (Applicable City Standard Division 01 Specifications)) to this Appendix, that shall be applicable to the performance of the DesignBuild Work. These specification sections include:
 01 14 00 Work Sequence and Restrictions
 01 32 16 Progress Schedules and Reports
 01 32 33 Photographs
 01 35 23 Plant Safety Requirements
 01 35 43.01 Air Quality and Greenhouse Gas Emissions Measures  01 35 43.02 Traffic and Transportation Mitigation
 01 35 43.03 Cultural and Historic Resources Mitigation  01 35 43.04 Biological Resources Mitigation
 01 35 43.05 Hazards and Hazardous Materials Mitigation  01 35 43.14 Asbestos Containing Materials Management
 01 35 43.15 Lead Containing Materials Management
 01 35 43.16 Polychlorinated Biphenyls Management
 01 35 43.17 Other Hazardous Materials Management
 01 35 53 Site Security Requirements
 01 50 00 Temporary Facilities and Controls
 01 57 23 Temporary Stormwater Pollution Control
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 01 71 23 Field Engineering
 01 77 00 Closeout Procedures
 01 78 23 Service Manuals

5.2 MANAGEMENT AND COORDINATION

5.2.1 Coordination.

The Design-Builder shall hold meetings that are separate from and in addition to construction progress meetings described in Section 5.4.2 (Construction Progress Meetings - Scheduling and Attendance) of this Appendix, and shall prepare correspondence and make any other arrangements as necessary to coordinate the Design-Build Work. The Design-Builder shall coordinate its activities with Separate Contractors performing work at or near the Dewatering Facility Site in accordance with Section 6.11 (Interface and Coordination) of this Amended and Restated Design-Build Contract. The City shall identify other Separate Contractors that may be in progress in close proximity to or bordering on the Project (see APPENDIX 1 (Digested Sludge Dewatering Facility, Digested Sludge Dewatering Facility Site and Related Projects Description)). The Design-Builder will coordinate with those identified as Separate Contractors in accordance with Section 6.11 (Interface and Coordination) of this Amended and Restated Design-Build Contract. The Design-Builder shall coordinate all construction activities that could impact existing utility services and installations (e.g., conduits, pipelines, transmission mains and other Utility equipment and appurtenances) with the utilities. Coordination meetings may include review of the Design-Build Schedule and installation procedures of other contractors to identify potential conflicts, allocation of space on the Dewatering Facility Site, drawing/design interchange among contractors, establishment and modification of schedules and sequences of construction operations, and planning of future meetings.

5.2.2 Partnering Sessions.

The City and the Design-Builder shall use good faith efforts to promote the formation of a successful formal partnering relationship in order to effectively perform this Amended and Restated Design-Build Contract to the benefit of both parties. The purpose of this relationship is to establish and maintain cooperative communication and to mutually resolve conflicts at the lowest responsible management level. The establishment of a formal partnering relationship will not change or modify the terms and conditions of this Amended and Restated Design-Build Contract and will not relieve any party of the legal requirements of this Amended and Restated Design-Build Contract.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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The City and the Design-Builder shall implement the partnering relationship through at least one partnering workshop during the Preliminary Services (see Section 2.1.13 (Kickoff Meeting and Partnering) of APPENDIX 2 (Preliminary Services)) and one pre-construction partnering workshop (“Partnering Sessions”). The purpose of the Partnering Sessions is to deepen working relationships, develop common goals and objectives for the Project, achieve a cooperative partnership environment among Project participants, and mutually develop a strategy for forming a successful partnering relationship. The City and the Design-Builder may participate in additional facilitated workshops during the Term as they mutually agree is necessary and appropriate.

The scheduling of a Partnering Session, selection of the facilitator and workshop site, and other administrative details will be coordinated by the City and the Design-Builder’s project managers. The parties shall use good faith efforts to schedule the initial, pre-construction Partnering Session and to select the facilitator for the workshop as soon as reasonably possible following the Contract Date.

The Design-Builder shall bear the costs of formal partnering (including costs involved in providing the pre-construction Partnering Session, any subsequent, additional Partnering Sessions, and the facilitator for the Partnering Sessions), and such costs relating to the Partnering Sessions are included in the Fixed Design-Build Price.

5.3 DESIGN-BUILD SCHEDULE

5.3.1 Design-Build Schedule (Baseline Schedule).

All activities comprising the Design-Build Work shall be scheduled and monitored by use of a Gantt or Bar Chart which sets forth all tasks and key subtasks in a logical and efficient work sequence that the Design-Builder intends to utilize in taking the Project from the Technical Specifications to Final Completion and City operation. The preliminary Design-Build Schedule, prepared in accordance with these requirements and included as part of the DesignBuilder’s Definitive Project Submittal, is set forth as Attachment 5B (Maintenance Of Operations During Construction Plan) to this Appendix. The Design-Builder shall undertake and complete the Design-Build Work in accordance with the preliminary Design-Build Schedule, as updated in accordance with this Section.

As part of the conditions to the City issuing a Construction Notice-to-Proceed, the DesignBuilder shall update the preliminary Design-Build Schedule (Attachment 5B (Initial DesignBuild Schedule)) to comply with the requirements for a Baseline Schedule in City Standard Specification 01 32 16, Progress Schedules and Reports, as modified for the Dewatering Project DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(see Attachment 5A (Applicable City Standard Division 01 Specifications)) (such update being the “Baseline Schedule”).

5.3.2 Design-Build Schedule Updates (Progress Schedules).

The Design-Builder shall, as required from time to time during the Design-Build Period, but no less than once per calendar month, in consultation with the City develop and update DesignBuild Schedule (such updates being the “Progress Schedules”) so that it is at all times an accurate, reasonable and realistic representation of the Design-Builder’s progress towards meeting the Baseline Schedule and an accurate representation of Design-Builder’s plans for the completion of the Design-Build Work in accordance with the requirements of this DesignBuild Contract. The updates in the Progress Schedules shall include:
(a) adjustments resulting from Uncontrollable Circumstances and Technical Specifications Changes, if any, as permitted by this Amended and Restated Design-Build Contract and as provided in Section 5.3.4 (Events Affecting the Design-Build Schedule) of this Appendix;
(b) as the design progresses, proposed changes in the:
(i) start and completion dates for design work described in this Appendix; and
(ii) commencement of construction;
(c) start and completion dates of the major activities of construction; and (d) the date on which the Acceptance Date is expected to occur.

All updates to the Design-Build Schedule shall comply with the requirements for Progress Schedules in the City Standard Specification 01 32 16, Progress Schedules and Reports, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

The Design-Builder shall deliver to the City and the Owner’s Advisor on a monthly basis the updated Progress Schedule. The monthly updated Progress Schedule shall be accompanied by a report that (1) shows current work progress and the status of work completed for each task and subtask included in the Baseline Schedule; (2) contains information on work to be completed in the upcoming month, including a list of anticipated schedule issues and coordination issues with the City expected to occur in the next 60-days that reflects all DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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agreements made by the parties as to Design-Build Schedule revisions in sufficient detail for the City to be able to verify agreed-upon work schedule and milestone date changes; and (3) describes conditions that have affected or may accelerate or decelerate the Design-Build Schedule then in effect, together with proposed Design-Build Schedule adjustments and mitigation measures.

5.3.3 City Review.

The City shall review the Baseline Schedule and updated Progress Schedules and advise the Design-Builder as to any of its concerns, along with proposed changes. The City shall have 10 Business Days for each schedule submittal for review. Every three months, or more frequently if requested by the City, in addition to the weekly construction progress meetings, the DesignBuilder shall meet with the City to discuss Project progress and the updated Design-Build Schedule. The Design-Builder shall respond to City concerns and indicate how the proposed changes or revisions thereto can be made to satisfactorily address City concerns. Upon City approval, the changes shall be incorporated in the updated Design-Build Schedule and replace any previously issued Design-Build Schedule. Design-Build Schedule updates are for the purpose of providing the Design-Builder with flexibility in its work activity durations and sequences, but in no event shall such updates result in a change in the Scheduled Acceptance Date. The Scheduled Acceptance Date shall be adjusted solely as provided in Section 8.5 (Effect of Unexcused Delay; Extension Period) of this Amended and Restated Design-Build Contract.

5.3.4 Events Affecting the Design-Build Schedule.

No later than 15 days following the occurrence of an Uncontrollable Circumstance or a Citydirected Change Order, the Design-Builder shall submit a report containing an analysis of the effects of such events on the Design-Build Schedule, including any new dates for work tasks and major subtasks, milestones, Substantial Completion and the Scheduled Acceptance Date.

The Design-Builder shall present mitigation measures that were considered to offset potential work delays; those proposed for City review and acceptance; and a revised Baseline Schedule incorporating the Design-Builder’s proposed changes.

5.3.5 Revisions to Baseline Schedule
The Design-Builder shall submit to the City for its review and approval any proposed changes to its Baseline Schedule in accordance with the applicable requirements for Revisions to Project Schedules included in City Standard Specification 01 32 16, Progress Schedules and Reports, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

5.4 CONSTRUCTION MEETINGS AND REPORTS

5.4.1 Preconstruction Conference.

The Design-Builder shall hold a preconstruction conference after the Amended and Restated Design-Build Contract Date and before any physical Construction work at the site is started (except for Early Work Package Work). The Design-Builder shall prepare an agenda which shall be reviewed with the City prior to the conference, and shall preside at the conference, contribute appropriate items for discussion, provide any data requested, record minutes to summarize significant proceedings and decisions, and distribute the minutes to all parties in attendance. The agenda shall include, but shall not necessarily be limited to, the status of the following items:
(a) Distribution of construction documents.
(b) Designation of responsible personnel during the Design-Build Period. (c) Subcontractors, and their roles on the Design-Build Work including list of major Subcontractors.
(d) Coordination with other contractors and projects.
(e) Baseline Schedule and Progress Schedules, as applicable, including any critical work sequencing and major equipment deliveries.
(f) Procedures and processing of:
(1) Submittals and City review including anticipated schedule of submittals (2) Requests for Information and Clarification
(3) Field Decisions
(4) Change Orders
(5) Applications for Payment
(6) Record Documents
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(g) Required Insurance.
(h) Use of Premises (i.e. trailers, storage areas, staging areas etc.). (i) Design-Builder’s site-specific Health and Safety Plan including safety measures and first aid.
(j) Security.
(k) Housekeeping.
(l) Proposed Construction Commencement Date.
(m) Governmental Approvals.
(n) Emergency telephone numbers.
(o) Temporary Utilities/Utilities coordination.
(p) Process Shutdown Requirements and procedures.
(q) Warranties or warranty issues.
(r) Any other Design-Build Work-related items.

The preconstruction conference shall be scheduled by the Design-Builder at a time reasonably acceptable to the City and shall be attended by the Design-Build Manager, the Design-Builder’s Construction Manager, the Design-Builder’s Construction Superintendent, representative of the Design-Builder’s Engineer, and the Design-Builder’s principal Subcontractors’ project managers or superintendents and representatives of major suppliers as the Design-Builder deems appropriate. Other attendees may include a representative from the Design-Builder’s executive team, the QA/QC Manager, the Design-Builder’s Safety Manager, the Design Manager, and other Governmental Bodies with jurisdiction over the Design-Build Work, any other contractors whose work affects or is affected by construction of the Dewatering Facility, and others as deemed appropriate by these parties. The Design-Builder shall conduct the conference at the Dewatering Facility Site or other location directed by the City and make all arrangements for space, facilities and food services and shall notify all participants of the arrangements.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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5.4.2 Construction Progress Meetings - Scheduling and Attendance.

The Design-Builder shall schedule, hold, and facilitate regular weekly construction progress meetings from the time mobilization for construction commences through Final Completion, and at other times if requested by the City or as the Design-Builder deems necessary.

The construction progress meetings shall be attended by the Design-Builder Construction Manager, the Design-Builder Superintendent, representative of the Design-Builder’s engineer, and the Design-Builder’s principal Subcontractors’ project managers or superintendents and representatives of major suppliers, as the Design-Builder deems appropriate. The DesignBuilder, Design-Build Manager and representatives from the Design-Builder’s executive team shall attend construction progress meetings periodically as requested by the City. Other attendees may include the QA/QC Manager, any other contractors whose work affects or is affected by construction of the Dewatering Facility, and others deemed appropriate by these parties. The City shall attend the weekly construction progress meetings. Construction progress meetings shall be held at the Dewatering Facility Site or other location directed by the City.

5.4.3 Construction Progress Meetings - Agenda.

At such meetings, discussions shall be held concerning all aspects of the Design-Build Work including, but not limited to, the Design-Build Schedule, coordination of work with others, Technical Specifications Changes, Governmental Approvals and Design-Build Work submittals, and any test results. The Design-Builder shall prepare an agenda, preside at meetings, record minutes to include significant proceedings and decisions, and distribute the minutes to all parties in attendance within 10 Business Days of the meeting. The agenda shall include, but shall not necessarily be limited to, the status of the following matters:
(a) Summary of previous meeting issues, action items and assignments. (b) Progress since last meeting (Design-Builder and Subcontractors). (c) Schedules, including three-week look ahead schedule (to be provided in advance of meeting); updates on planned progress, off-site fabrication and delivery schedules; delays to critical path if any; and corrective action measures, if required and when to be implemented.
(d) Problems, issues and considerations.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(e) Contract-related notifications from Design-Builder, Change Orders, Contract Administration Memoranda and Contract Amendments.
(f) Status of submittals, including to be submitted, submitted, responses requiring corrective actions and resubmittal and approved.
(g) Requests for Information, including those to be submitted, submitted, responses and whether adequate or more information is required.
(h) Quality standards and control.
(i) QA/QC reviews, findings, issues and actions.
(j) Coordination among parties, including coordination with RWF, Related Projects and public utilities.
(k) Safety program update, concerns, accidents, and injuries, if any. (l) Visits by regulatory agencies.
(m) Public affairs and issues or concerns of nearby residents. (n) Dewatering Facility Site visits by City, City’s representatives, representatives of Governmental Bodies and Design-Builder’s representatives. (o) Compliance with CEQA mitigations and any environmental issues. (p) Status of record drawings and specifications.
(q) Other business.
(r) Next meeting date.

5.4.4 Monthly Progress Reports.

Monthly progress reports required to be submitted by the Design-Builder shall include:
(a) a summary of Design-Build Work activities during the reporting month. (b) a schedule of upcoming Design-Build Work activities. (c) a listing of submittals delivered during the reporting month and their status.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(d) a listing of submittals scheduled for delivery the following month. (e) the Design-Builder’s verification that the record documents have been updated as appropriate.
(f) a summary of activities involved with obtaining Governmental Approvals. (g) a listing of any violations of Governmental Approvals or Applicable Law and actions taken or to be taken to eliminate any subsequent violations. (h) a listing of issues needing resolution.
(i) a listing of all telephone calls received during the reporting month involving material inquiries or complaints.
(j) Design-Build Schedule updates.
(k) a summary of the progress of systems integration work performed by the Required Subcontractor, including a listing of any issues arising in connection with such work that, if not adequately addressed by the Required Subcontractor, may result in delays to the critical path. (l) the Design-Builder’s plan for accelerating the Design-Build Schedule to meet the Scheduled Acceptance Date should the Design-Builder’s progress-to-date indicate that the Design-Builder’s Design-Build Work is behind schedule and at risk of not being completed by the Scheduled Acceptance Date (as adjusted for extensions of time permitted under this Amended and Restated Design-Build Contract and subsequent approved change orders).
(m) Progress payment requests as described in Article 9 (Compensation for DesignBuild Work) of this Amended and Restated Design-Build Contract. The format of the payment request shall be matched with the description of work activities completed for the reporting month so that the City can easily relate the breakdown of the payment request to work progress on specific tasks and subtasks based on the Schedule of Values. Supporting documentation shall be provided so that the City can readily determine the basis for the requested payment amounts for Design-Build Work performed during the month in accordance with the Schedule of Values. Current retainage and total retainage to date shall be included in the monthly report. Payment request information shall DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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include similar information for changes made pursuant to Sections 6.8 (Changes to the Technical Specifications at Design-Builder Request) and 6.9 (Other Changes to the Technical Specifications) of this Amended and Restated DesignBuild Contract. (n) Updated as-built drawings. Hard copy set available for review.

The monthly progress report shall also provide a description of (1) any concerns or issues raised by the City or other parties regarding the Design-Build Work, and the Design-Builder’s approach to promptly addressing and resolving such concerns or issues, and (2) a section containing health and safety statistics and a description of any accidents or injuries that occurred and the follow up investigations as to cause and subsequent corrective actions to be taken or already implemented by the Design-Builder. The format of the monthly report shall be developed by the Design-Builder and approved by the City prior to the commencement of any construction on the Dewatering Facility Site.

5.4.5 Project Records.

The Design-Builder, in connection with the Design-Build Work generally, shall maintain and provide the following records:
(a) Record Drawings and Specifications: The Design-Builder shall:
(1) throughout the construction, update the Design Documents (with respect to the drawings, such update shall be in hard copy and “CAD” or other electronic format reasonably acceptable to the City), including approved shop drawings that are available from Subcontractors in CAD format, so as to produce accurate and complete record documents for the Project.

CAD drawings will follow the City’s approved CAD Standards Standards and the City’s Standard Specification Div 01 01 33 23, Record Drawings, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications) to Appendix 7 (Design-Build Work Review Procedures)).
(2) as requested from time to time during the construction, make available such record drawings and specifications to the City for review to permit the City to monitor the Design-Builder's compliance with the requirements of this Section.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(3) provide two hard copies and electronically in PDF format and CAD file (per City CAD Standards) of the completed record drawings and specifications to the City as a condition to Final Completion. The record drawings shall not be deemed to have satisfied the condition to Final Completion unless reviewed and deemed final by the City. (4) use Bentley MicroStation for CAD work. For Record Drawings, the Design-Builder will convert drawings to meet the City’s Approved CAD Standards.
(b) Equipment and Systems Manuals: The Design-Builder shall:
(1) as a condition to Final Completion, and in accordance with Sections

5.8.2 (Content of the Operations and Maintenance Manual) and 5.9 (Service Manuals) of this Appendix, make available all operation and maintenance manuals, specifications, warranties and related information, in both written and electronic form, for all the equipment and systems that have been included in the Design-Build Work for review by the City; and
(2) organize and store such information in accordance with subsection

6.6(D) (Documents at the Dewatering Facility Site) of this Amended and Restated Design-Build Contract;
(c) Design Records: The Design-Builder shall retain records of the design development.
(d) Minutes of Meetings: The Design-Builder shall retain minutes of meetings between the City and the Design-Builder relating to the Design-Build Work, and shall circulate such minutes to the City and the City Technical Representative for review and comment.
(e) Inspection Reports and Tests Results: The Design-Builder shall retain official reports and certified test records of all inspections and tests which were undertaken as part of the construction.
(f) Utility Plans: The Design-Builder shall retain utility plans for the Project.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(g) Landscape and Irrigation Plans: The Design-Builder shall retain landscape and irrigation plans for the Project.
(h) Copies of all Governmental Approvals: The Design-Builder shall retain copies of all Governmental Approvals for the construction and occupation of the Project. (i) Signed Design-Build Quality Management Plan: The Design-Builder shall retain a signed copy of the Design-Build Quality Management Plan for the design and construction and all records of the quality assurance program implemented as required by this Amended and Restated Design-Build Contract. (j) Photographs: The Design-Builder shall take and retain photographs as required by City Standard Specification 01 32 33, Photographs, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

The records referred to in this Section shall be retained for at least five years following the Acceptance Date.

5.5 CONSTRUCTION WORK GENERALLY

5.5.1 Deliverable Material.

The Design-Builder shall deliver to the City all Deliverable Material required to be delivered under this Appendix, APPENDIX 6 (Design-Build Quality Assurance and Quality Control Requirements), APPENDIX 7 (Design-Build Work Review Procedures) and APPENDIX 9 (Commissioning and Acceptance).

5.5.2 Signs.

5.5.2.1 Temporary Signage
The Design-Builder shall provide and maintain temporary identification and information signs during the Design-Build Period. No signs shall be erected until their appearance, content, and location have been fully reviewed and approved by the City, which approval shall not unreasonably be withheld, conditioned or delayed. The Design-Builder shall remove temporary signs from the Dewatering Facility Site when they are no longer necessary.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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5.5.2.2 Permanent Signage
The Design-Builder shall work with the City to develop signage for the entrance to the Dewatering Facility (off of Zanker Road) and for signage to help direct the flow of hauler traffic through the main Dewatering Facility site, including the loadout area. A Sub-Allowance has been established for this work (see Section 9.2 (Allowance Provisions) of this Amended and Restated Design-Build Contract).

5.5.3 Laydown Areas and City Construction Office Space.

Laydown and staging areas for construction materials shall be located at the Construction Enabling Site, or with the City’s pre-approval, at the Dewatering Facility Site or other areas at the Regional Wastewater Facility designated by the City or at other locations arranged and paid for by the Design-Builder. The Design-Builder shall also provide an independent office trailer for the City during the Design-Build Period of approximately 1440 square feet total (similar in character to that provided for the Design-Builder’s staff), eight telephone lines, and broadband internet connection to support eight users. The Design-Builder shall provide the following minimum required office furniture and items:
(a) Six (6) desks;
(b) Two (2) dozen chairs;
(c) Two (2) cubicles with built-in desks and file cabinets; (d) 10-seat conference table;
(e) Two (2) small tables;
(f) Two (2) large and two (2) small filing cabinets;
(g) One (1) large and one (small) bookcase;
(h) One (1) multi-function print/copy/fax machine;
(i) One (1) small tabletop printer;
(j) One (1) large flat screen monitor for conference room; (k) One (1) refrigerator;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(l) One (1) water cooler;
(m) One (1) microwave;
(n) One (1) coffee maker; and
(o) Others as requested by the City.

The cost of the City’s construction office furniture, fixtures, equipment, supplies, consumables, or telephone/internet service provider fees shall be borne by the Design-Builder.

5.5.4 Maintenance of the Dewatering Facility Site.

During performance of the Design-Build Work, the Design-Builder shall be responsible for the overall maintenance of the Dewatering Facility Site, including laydown, staging and storage areas, and the areas of the Construction Enabling Site assigned to it and used by the DesignBuilder. The Design-Builder shall keep the Dewatering Facility Site and the areas of the Construction Enabling Site assigned to it and used by the Design-Builder neat and orderly at all times, and shall clean up and remove (and remediate, if applicable) all spills, rubbish and construction debris from the Dewatering Facility Site and the areas of the Construction Enabling Site assigned to it as they accumulate in accordance with the Contract Standards.

Maintenance of the Dewatering Facility Site shall meet the requirements that are related to site maintenance and housekeeping of City Standard Specification 01 50 00, Temporary Facilities and Controls, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

5.5.5 Temporary Utilities.

The Design-Builder shall supply all necessary temporary Utilities, including telecommunications services, fire protection, lighting, and sanitary facilities, during construction, testing and start-up of the Dewatering Facility. The City shall provide DesignBuilder with temporary electricity, potable water, and non-potable water service at no unit charge from the City; however, the Design-Builder shall coordinate hookups for these utilities with the City and shall be responsible for making the interconnections. In coordination with the City, the Design-Builder shall disconnect and arrange for the disconnection and removal of all temporary Utility connections and services. The Design-Builder shall coordinate with the City on all temporary Utilities. The Design-Builder shall comply with the provisions of City Specification 01 50 00, Temporary Facilities and Controls, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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5.5.6 Relocation of Existing Utilities.

The Design-Builder shall be responsible for all construction activities required with regard to existing utility services and installations (e.g., conduits, pipelines, transmission mains and other utility equipment and appurtenances), including after City review and approval of any relocation of Utilities.

5.5.7 Noise Control.

The Design-Builder shall comply with all noise regulations required pursuant to Applicable Law. Construction work will be allowed from 6:00 a.m. to 6:00 p.m., seven days per week, subject to local permit restrictions and Applicable Law. Construction will also be allowed at night and on weekends with notification to and approval by the City, provided that appropriate safety and security measures are employed by the Design-Builder.

5.5.8 Notice of Default, Breach or Non-Compliance.

The Design-Builder shall provide to the City, promptly following the receipt thereof, copies of any notice of default, breach or non-compliance received under or in connection with any Governmental Approval or Subcontract that may have a material and adverse effect on performance by the Design-Builder of its obligations under this Amended and Restated DesignBuild Contract.

5.5.9 Survey and Survey Controls
Design-Builder shall conduct all surveys necessary for the work in compliance with City Specification 01 71 23, Field Engineering, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

5.6 COORDINATION OF CONSTRUCTION WORK AND OPERATIONS

5.6.1 Regional Wastewater Facilities Shutdowns during Construction.

The Design-Builder shall plan and coordinate in advance with the City in order to obtain City approval and schedule its construction work which requires partial or complete shutdowns of the Regional Wastewater Facilities. The Design-Builder shall make every effort to minimize the number and duration of partial or complete shutdowns.

5.6.2 Maintenance of Regional Wastewater Facilities Performance during Construction.

The Design-Builder shall take no unplanned actions during construction that adversely affect performance or operation of the Regional Wastewater Facility. The Design-Builder shall comply DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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with the Maintenance of Operations During Construction Plan, which is included as Attachment 5C (Preliminary Maintenance of Operations During Construction Plan) to this Appendix and shall also comply with the requirements of City Specification 01 14 00, Work Sequence and Restrictions, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

5.6.3 Operations and Maintenance Records
In accordance with APPENDIX 11 (Transition Services), the Design-Builder shall develop all report templates for routine compliance and process monitoring as applicable to the tasks authorized by the City. The Design-Builder shall use such templates to report to the City on the operations and maintenance of the Dewatering Facility during the Transition Period, as applicable.

5.7 CONSTRUCTION SAFETY AND SECURITY.

5.7.1 Safety and Security.

The Design-Builder shall maintain safety and security at the Dewatering Facility Site at all times at a level consistent with the Contract Standards and in compliance with City Specifications 01 35 23, Plant Safety Requirements, and 01 35 53, Site Security Requirements, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)). Without limiting the foregoing, the Design-Builder shall:
(a) Take appropriate precautions for the safety and security of the Design-Build Work and provide appropriate protection to prevent damage, injury or loss related to the performance of the Design-Build Work over the Design-Build Period for:
(1) Workers at the Dewatering Facility Site and all other persons who may be involved with deliveries or inspections;
(2) Visitors to the Dewatering Facility Site;
(3) Passersby, neighbors and adjacent properties with respect to the DesignBuild Work activities; (4) Materials and equipment under the care, custody or control of the Design-Builder or Subcontractors on the Dewatering Facility Site; DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(5) Other property constituting part of the premises or the Project under construction; and
(6) City Property;
(b) Establish and enforce appropriate safeguards for safety and protection, including posting danger signs and other warnings against hazards; (c) Provide temporary fencing of all open or partially open trenches and excavations, all open or partially completed structures, and all work and storage areas at all times while unattended by workers;
(d) Implement a comprehensive safety program in accordance with Applicable Law; (e) Give all notices and comply with all Applicable Law relating to the safety of persons or property or their protection from damage, injury or loss; (f) Operate and maintain all equipment in a manner consistent with the manufacturer’s safety requirements;
(g) Provide for safe and orderly vehicular movements;
(h) Develop and implement a written Dewatering Facility Site-specific Health and Safety Plan that includes management commitment, maintaining a safe workplace, employee participation, hazard evaluation and controls, employee training and periodic inspections (“Health and Safety Plan”); (i) Designate an appropriately certified and experienced safety professional to develop and sign the Dewatering Facility Site-specific Health and Safety Plan, including all safety rules.;
(j) Designate a qualified safety professional at the Dewatering Facility Site during on-site construction activities who shall be responsible for the implementation of safety rules, the prevention of fires and accidents, monitoring compliance with the Design-Builder’s Dewatering Facility Site-specific Health and Safety Plan, and the coordination of such activities as shall be necessary with the City and all Governmental Bodies related to health and safety; and (k) Require all Subcontractors to work in accordance with and implement the Health and Safety Plan, comply with the Design-Builder’s on-site safety DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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requirements, and designate a qualified safety professional whose duty shall be the implementation of safety rules at the Dewatering Facility Site and monitoring compliance of Subcontractor employees with the Subcontractor’s Dewatering Facility Site-specific Health and Safety Plan.

5.7.2 Perimeter Security
The Design-Builder shall develop, maintain and comply with a Dewatering Facility Site perimeter security plan that is approved by the City and constitutes part of the Health and Safety Plan. The perimeter security plan shall assure the security of the Dewatering Facility Site when perimeter fencing cannot be continuously maintained.

5.8 OPERATIONS AND MAINTENANCE MANUAL

5.8.1 Development by the Design-Builder
The Operations and Maintenance Manual shall be a secured online, electronic manual with hard copy reproduction capability. During the Design-Build Period, the Design-Builder shall develop the Operations and Maintenance Manual in accordance with the Contract Standards.

The Design-Builder shall provide the City with preliminary, interim, pre-final and final versions of the Operations and Maintenance Manual for the City's review, comment and approval.

A pre-final Operations and Maintenance Manual shall be submitted to and approved by the City as a condition precedent to the achievement of Substantial Completion. A final Operations and Maintenance Manual shall be submitted to and approved by the City as a condition precedent to the achievement of Final Completion.

5.8.2 Content of the Operations and Maintenance Manual
The Operations and Maintenance Manual shall (i) include the practices and procedures necessary for Dewatering Facility operation and control, auxiliary facility equipment and systems, system maintenance, repair and replacement, and grounds and buildings maintenance; and (ii) integrate all equipment and systems manuals and Service Manuals. The Operations and Maintenance Manual will be comprehensive, suitable as a resource for training operational staff, and will include the following information:
(a) process design criteria;
(b) Dewatering Facility layout drawings and process flow diagrams; (c) detailed operation and control procedures;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(d) standard operating procedures;
(e) emergency response procedures;
(f) maintenance instructions, including:
(1) information necessary to properly assemble and install the equipment, including alignment, clearances, tolerances and interfacing equipment requirements; the trade and skill level required to install the equipment; any special rigging required to place the equipment; and any special test equipment required to place the equipment in service;
(2) manufacturer’s schedule for routine preventive maintenance, calibration, lubrication, inspections, tests, and adjustments required to ensure proper and economical operation and to minimize corrective maintenance and repair;
(3) manufacturer’s projection of preventive maintenance labor-hours on a daily, weekly, monthly, and annual basis, including required trades and skill levels required for performance of maintenance and the total time required to perform the work;
(4) manufacturer’s troubleshooting guide and recommendations on procedures and instructions for correcting problems and making repairs; (5) step-by-step procedures to isolate the cause of typical malfunctions, describing clearly why the checkout is performed and what conditions are to be sought;
(6) a description of maintenance and operating tools, replacement parts and materials, including specified quantity of spare parts; (7) information available from the manufacturers to use in training personnel to maintain the equipment and systems properly; (8) information on test equipment required to perform specified tests and/or special tools needed for the maintenance and repair of components; (9) instructions related to when equipment is in operation, including lubrication requirements;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(10) all warranty information, including effective warranty dates; (11) Governmental Approvals indicating approval of all installations requiring permits; and
(12) the development of asset records and the means to assess equipment condition in coordination with the CMMS;
(g) a long-term schedule of major repairs and replacements, including a long-term budgeting plan to maintain the operability, durability and reliability of the Dewatering Facility through its projected operational life; (h) the practices and procedures necessary to maintain the appearance of the buildings, grounds and landscaping of the Dewatering Facility; and (i) procurement procedures for all additional tools, equipment, maintenance supplies and component parts necessary for the operations and maintenance of the Dewatering Facility, including specifications and quantity of the items to be procured and procedures for planning and scheduling delivery of such items.

5.9 SERVICE MANUALS
The Service Manuals shall include the practices and procedures necessary for the operation and control, maintenance, and repair and replacement of each equipment system, package, or unit incorporated into the Dewatering Facility. Design-Builder’s development and submittals for service manuals shall comply with the requirements of City Specifications 01 78 23, Service Manuals (see Attachment 5A (Applicable City Standard Division 01 Specifications)), and 01 78

23.01, CMMS Submittals as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications) to Appendix 7 (Design-Build Work Review Procedures)). The Service Manuals shall be suitable as a resource for operating and maintaining the components of the Dewatering Facility, and shall include the following information:
(a) safety information for each equipment system, package or unit incorporated into the Dewatering Facility, including mechanical and electrical lockout procedures for all Dewatering Facility components; and
(b) descriptions of units or systems and component parts, their functions, operating characteristics and limiting conditions, including:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(1) equipment summary, which will include nameplate data, supplier, manufacturer and local representative;
(2) start-up sequences, including inspections required before initiation of sequence;
(3) performance monitoring requirements to confirm proper operation and guide component control adjustments;
(4) adjustment of variable functions and settings;
(5) interface among the components and systems of the Dewatering Facility; (6) troubleshooting guidelines to identify non-performing components and identify probable cause;
(7) shut-down sequences and lock-out requirements to safely remove components from service without adverse impact on system performance; (8) preparation to isolate off-line equipment piping, power, and controls for safe execution of maintenance activities; and
(c) description of instrumentation and control system, including alarm summary.

Pre-final Service Manuals shall be submitted to and approved by the City as a condition precedent to the achievement of Substantial Completion. Final Service Manuals shall be submitted to and approved by the City as a condition precedent to the achievement of Final Completion.

5.9.2 DCS Information and Electronic Requirements
A separate binder will be included in the Operations and Maintenance Manual for the DCS system operations. The binder will include hard and soft copies of all DCS programs incorporated in the Dewatering Facility. The Operations and Maintenance Manual will cover all process, electrical, instrumentation, and control equipment in the Dewatering Facility as secure digital electronic files that are designed for both web-based and local network access with capability to be linked and coordinated with other City systems at the Regional Wastewater Facility, including the Related Projects. The Design-Builder shall:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(a) provide links within the final Operations and Maintenance Manual to digital files of all Final Design Documents, individual equipment service manuals, and the CMMS data base entries relevant to the equipment and functions described; (b) provide special secure applications and links required to permit access to the final Operations and Maintenance Manual files from hand-held electronic devices and other portable or fixed electronic devices designated by the City; and (c) coordinate digital Operations and Maintenance Manual development with the City’s information technology group to determine compatibility with currently available hardware and software in the City network.

5.10 ENVIRONMENTAL REVIEW AND PROTECTION.

5.10.1 Existing Regulated Substances
The Design-Builder, prior to the Amended and Restated Design-Build Contract Date, surveyed and documented Regulated Substances existing on the Dewatering Facility Site as of the survey date that, under Good Engineering and Construction Practice and Applicable Law, requires removal, remediation, control, or special handling in connection with the Design-Build Work. These surveys identified lead contaminated soil in the vicinity of the site area where the digested sludge storage facilities are to be located. The Design-Builder has included costs for special handling of this material, and for transporting and disposing of this material at an appropriately permitting disposal site in its Fixed Design-Build Price based on an estimate of 820 cubic yards of material. In addition, the Project includes a Sub-Allowance in the event there is additional lead contaminated soil in this area that requires off-site transport and disposal (see Section 9.2 (Allowance Provisions) of this Amended and Restated Design-Build Contract).

In the event additional pre-existing Regulated Substances are encountered during construction, the Design-Builder shall work cooperatively with the City to determine if removal and disposal of any such Regulated Substance or some other method of remediation, control, or special handling should be implemented as part of the Design-Build Work. The City, or the Design-Builder, as determined in accordance with the Contract Standards, shall remove and dispose of any such Regulated Substances and mitigate to regulatory approval as and when required in order to enable the Design-Builder to perform the Design-Build Work on the Design-Build Schedule.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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5.10.2 Wildlife and Protected Species Protection.

In accordance with the Environmental Mitigation Measures, the Design-Builder shall develop and implement a plan that is consistent with required mitigation measures for wildlife and protected species that may be affected by construction activities of the Design-Builder. Prior to implementing the plan, the Design-Builder shall obtain City approval. As part of the Early Work Package Work, the City conducted biological surveys required by the MMRP and cleared the Design-Builder to start construction work. In addition, the City issued requirements for protection of an elderberry tree on the Dewatering Site east of Zanker Road and the DesignBuilder has installed protective fencing in compliance with these requirements. Additional biological surveys may be implemented by the City as required by the MMRP.

The Design-Builder shall take all measures identified in City Specification 01 35 43.04, Biological Resources Mitigation, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)), and shall otherwise comply with the requirements of that specification or with the requirements of the MMRP, whichever provides greater protection.

5.10.3 Design-Builder Construction Environmental Monitor.

The Design-Build Manager shall be responsible for ensuring that that Design-Builder’s mitigations plan and mitigation measures are properly and fully implemented. The DesignBuild Manager shall be responsible for, at a minimum, the following duties:
(a) Planning of environmentally compliant construction methods. (b) Ensuring that all training has been conducted, and signage, marking and barriers to protected areas have been installed.
(c) Ensuring compliance with the Stormwater Pollution Prevention Program (SWPPP).
(d) Coordination with the City on implementation of environmental mitigation measures.
(e) Coordination with Governmental Bodies that have administrative oversight of the environmental sites to be protected, if required.
(f) Compliance with environmental Governmental Approvals.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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(g) Meeting or interacting with representatives of Governmental Bodies with environmental oversight authority, if required.

All environmental monitoring duties conducted by the CEM shall be recorded in the form of a standard report and photographic log (as required). The photographic log shall be kept in both electronic and hardcopy form. All reports shall be submitted to the City in summary form on a monthly basis or more frequently if required by City. Copies of all daily monitoring records shall be maintained in the City’s EADOC. The City will have the right to monitor DesignBuilder’s compliance with these requirements and with the provisions of the MMRP. Should the City identify issues, it shall report them directly to the Design-Build Manager.

5.10.4 Regulated Substances Management Program.

The Design-Builder shall develop, maintain and implement a Regulated Substances management plan that includes as a minimum, but is not limited to, the requirements specified in this Section (“Regulated Substances Management Program”). The Regulated Substances Management Program shall require compliance with the following City Specifications, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)), in the event Regulated Substances are encountered at the Dewatering Facility Site:
 01 35 43.05 Hazards and Hazardous Materials Mitigation  01 35 43.14 Asbestos Containing Materials Management
 01 35 43.15 Lead Containing Materials Management
 01 35 43.16 Polychlorinated Biphenyls Management
 01 35 43.17 Other Hazardous Materials Management
A copy of the Regulated Substances Management Plan shall be submitted to the City for review and approval. The intent of the plan is to prevent accidental spills, site contamination, and injury or illness of all personnel on the site due to contact or exposure to Regulated Substances. The City shall notify the Design-Builder of any observed conditions that may be in violation of the plan. If the Design-Builder fails to address City-reported concerns about observed conditions that may be in violation of the plan in a timely and appropriate manner, the City may notify all appropriate Governmental Bodies, and report the observed conditions to them, and request that they inspect the sites involved that are under the Design-Builder’s control. All documents required by the Regulated Substances Management Plan shall be made available to the City immediately upon request.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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5.10.5 Design-Builder Regulated Substances.

Any Regulated Substances generated by the Design-Builder shall be the responsibility of the Design-Builder. The Design-Builder shall obtain an EPA identification number for all DesignBuilder Regulated Substances, listing the Design-Builder’s name and construction site address as the generator of the Design-Builder Regulated Substances. The Design-Builder shall be responsible for the identification, analysis, profiling, documentation, reporting, transport and disposal of Design-Builder Regulated Substances. Any fines that are levied against the City for violations of Applicable Law as determined by any Governmental Body relating to DesignBuilder Regulated Substances shall be reimbursed immediately by the Design-Builder after payment by City.

5.10.6 Emergency/Spill Response Plan.

The Design-Builder shall develop an Emergency/Spill Response Plan (“Emergency Response Plan”), for each Regulated Substance or class/group of Regulated Substances either known to be on the Dewatering Facility Site or intended to be brought to the Dewatering Facility Site by the Design-Builder. At a minimum, the Response Plan must include the following:
(a) A description of on-site equipment available to contain and respond to an emergency/spill of the Regulated Substance.
(b) Notification procedures, including notification to potentially impacted residents adjacent to the Dewatering Facility.
(c) Response coordination procedures between the Design-Builder and the City. (d) A Regulated Substance Site Map showing the location of stored Regulated Substances and location spill containment/response equipment. (e) A description of the Regulated Substances handling and spill response training provided to the Design-Builder’s employees and Subcontractors.

5.10.7 Dust Control.

The Design-Builder shall be responsible for dust control during the performance of the DesignBuild Work and shall comply with all applicable air pollution control regulations and the Environmental Mitigation Measures including but not limited to those measures identified in City Specification 01 35 43.01, Air Quality and Green House Gas Emissions Measures, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

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Specifications)). The Design-Builder shall furnish all necessary labor, materials and equipment for dust control.

5.10.8 Traffic and Transportation Mitigation
The Design-Builder shall comply with City specification 01 35 43.02, Traffic and Transportation Mitigation (see Attachment 5A (Applicable City Standard Division 01 Specifications)), and with all traffic and transportation related mitigation and management measures identified in the CEQA MMRP.

5.10.9 Cultural and Historic Resources
The Design-Builder shall comply with City specification 01 35 43.03, Cultural and Historic Resources Mitigation, throughout construction (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

5.11 CLOSEOUT
In addition to the requirements of this Amended and Restated Design-Build Contract, the Design-Builder shall comply with the provisions of City Specification Section 01 77 00, Closeout Procedures, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).

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ATTACHMENT 5A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
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ATTACHMENT 5A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
The Division 01 specifications included in this attachment were based on the City of San Jose’s Standard Division 01 specifications dated March, 2020 and modified for the Dewatering Project. Only those Division 01 specification sections included in this Attachment and in Attachment 4A to Appendix 4 (Technical Specifications), Attachment 6A to Appendix 6 (Design-Build Quality Assurance and Quality Control Requirements), Attachment 7A to Appendix 7 (Design-Build Work Review Procedures) and Attachment 9A to Appendix 9 (Commissioning and Acceptance) are incorporated as requirements for the Dewatering Project. For clarity, agreed-to modifications are shown in strike and underline. 01 14 00 Work Sequence and Restrictions
01 32 16 Progress Schedules and Reports
01 32 33 Photographs
01 35 23 Plant Safety Requirements
01 35 43.01 Air Quality and Greenhouse Gas Emissions Measures 01 35 43.02 Traffic and Transportation Mitigation
01 35 43.03 Cultural and Historic Resources Mitigation
01 35 43.04 Biological Resources Mitigation
01 35 43.05 Hazards and Hazardous Materials Mitigation
01 35 43.14 Asbestos Containing Materials Management
01 35 43.15 Lead Containing Materials Management
01 35 43.16 Polychlorinated Biphenyls Management
01 35 43.17 Other Hazardous Materials Management
01 35 53 Site Security Requirement
01 50 00 Temporary Facilities and Controls
01 57 23 Temporary Stormwater Pollution Control
01 71 23 Field Engineering
01 77 00 Closeout Procedures
01 78 23 Service Manuals
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-1
SECTION 01 14 00

WORK SEQUENCE AND RESTRICTIONS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Requirements for sequencing and scheduling Work affecting the existing site and FACILITY, work restrictions and coordination between construction staff and operations and maintenance (O&M) staff.

B. Related Sections: NOT USED The following list of related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents.

1. Section 01 31 19 – Project Meetings

2. Section 01 32 16 – Progress Schedules and Reports

3. Section 01 35 23 – Site Safety Requirements

4. Section 01 35 53 – Site Security Requirements

5. Section 01 50 00 – Temporary Facilities and Controls

6. Section 01 78 23 – Operation and Maintenance Data

1. Section 01 91 14 – Testing, Training, and Facility Start-Up C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-of-Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 SUBMITTALS
A. CONTRACTOR shall develop and submit documents for all planned interruptions affecting existing treatment processes before each anticipated interruption.

Documentation shall include a completed version of the Process Shutdown Request (PSR) template form attached at the end of this Section.

1.03 GENERAL CONSTRAINTS ON SEQUENCE AND SCHEDULING WORK A. The San José-Santa Clara Regional Wastewater Facility (FACILITY) is the City of San José’s only means of treating domestic and industrial wastewater prior to discharging into the San Francisco Bay. Impairing the operational capabilities of the FACILITY may result in serious environmental damage and monetary fines. CONTRACTOR shall conduct work in a manner that will not impair the operational capabilities of the essential elements of treatment process or reduce the capacity of the FACILITY below DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-2
levels sufficient to treat the quantity of wastewater to permissible levels as specified in the FACILITY’s permits, except as provided in this Section.

B. CONTRACTOR shall include has included all costs in the bid its fixed price for compliance with the specific limitations and constraints pertaining to maintaining the operational capacity of the FACILITY, including but not limited to:

1. Reduced construction efficiency and productivity.

2. Overtime costs for performing work outside of normal work hours, if required.

3. Work related to temporary facilities needed to maintain FACILITY operations.

4. Preparation and revision of schedule and planned Sequence of Work.

5. Design and construction of temporary bracing, underpinning, or special sequencing necessary to support or brace existing structures.

C. Hours of work:

1. Normal work hours for CONTRACTOR construction are from 67:00 A.M.-65:00 P.M. weekdays, no work during the weekend or during CITY observed holidays. Obtain written approval from the ENGINEER CITY prior to initiating work hours outside of the hours allowed by this Contract.the Amended and Restated Design-Build Contract.

2. CONTRACTOR shall have access to the Project Site 24 /7.

1.3. CITY inspectors are on the Project Site from 7:00 a.m. to 5:00 p.m. CONTRACTOR shall coordinate with CITY for CITY inspections to occur during this time frame unless otherwise approved by CITY.

2.4. CONTRACTOR shall request work-hour variations, in writing, a minimum of seven (7) days prior to the start of the proposed work period.

1.04 FACILITY ACCESS
A. Facility access as specified herein generally applies to work performed on the west side of Zanker Rd within the existing developed areas of the Regional Wastewater Facility and generally does not apply to the Dewatering Site on the east side of Zanker Rd. unless specifically identified.

1. Limited Entrance: Access to certain The proposed locations for included in the Project Site are within the gated and locked area. Access to those areas the construction site is through the FACILITY Main Gate for ingress/egress or other gate as designated by ENGINEERCITY. Material hauling truck ingress is through the FACILITY Main Gate or a gate as designated by ENGINEERCITY.

2. Maintain restricted access to the FACILITY at all times through the use of gates, fences or other approved means. CONTRACTOR shall comply with all security procedures outlined in Section 01 35 53 – Site Security Requirements as modified for the Dewatering Project.

3. CONTRACTOR’s general construction access on the west and east sides of Zanker Road shall be as indicated on the Site Logistics Plan Drawings included in Appendix 1 of the Amended and Restated Design-Build Contract. Construction access via other gates or roads may be allowed for special circumstances and must receive written approval from ENGINEERCITY before doing so.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-3

4. Operations and Maintenance access: Provide and maintain safe, continuous access to process control equipment and chemical deliveries for FACILITY operations staff and other personnel contracted to perform Work at the FACILITY.

5. CONTRACTOR is required to relocate or reset existing site fencing as required to perform the Work, in order to maintain the integrity of the fence and gates at all times during the contract periodjconstruction. Any such relocation or reset shall be pre-approved in advance by ENGINEERCITY.

6. CONTRACTOR shall be aware that FACILITY operations and maintenance staff and FACILITY site visitors frequently travel on the FACILITY’s roads as pedestrians, on bicycles, in carts, in cars and trucks. All work shall be planned in accordance with all restrictions indicated in the Contract Documents Amended and Restated Design-Build Contract, all applicable FACILITY rules, regulations, posted signage, policies, and procedures and as necessary to accommodate safe working conditions for all on the site. CONTRACTOR shall be aware that the rate of the material hauling operation and other transportation activities within the site may be impacted by normal activity on the site.

1.05 CONTRACTOR’S STAGING AREA
A. A designated staging area as close to the construction site as practicable, will be confirmed at the time of the pre-construction meeting for use by the CONTRACTOR for staging construction operations.

B. Maintain the staging area and construction site during construction in a manner that will not unnecessarily obstruct roads or access to other facilities. CONTRACTOR shall proceed with his work in an orderly manner, maintaining the construction site free of debris and unnecessary equipment or materials.

1.06 INTERRUPTION OF TREATMENT PROCESS
A. The ENGINEERCITY will coordinate the approval of the PSRs based on the FACILITY’s ability to reliably meet capacity demands.

1. CONTRACTOR shall indicate required shutdowns of existing facilities or interruptions of existing operations on the Project’s Progress Schedule. Shutdowns will be permitted to the extent that existing operations of the FACILITY will not be jeopardized, and when constraints identified in this section have been satisfied.

2. CONTRACTOR shall submit a completed PSR form and associated documentation to the ENGINEERCITY at least 28 days prior to the planned date of shutdown.

3. Following receipt of a notice of planned shutdown, ENGINEERCITY will notify CONTRACTOR as to the feasibility of the requested date and duration of the activity.

4. The ENGINEERCITY will maintain the ability to cancel a scheduled PSR on the day of the scheduled shutdown due to operational constraints.

B. CONTRACTOR shall minimize shutdown times by thorough advanced planning.

CONTRACTOR shall confirm required equipment, materials and labor is on hand a minimum of three (3) calendar days before commencing a shutdown.

C. CONTRACTOR shall not begin shutdowns or alterations of existing facilities until ENGINEERCITY'S written permission has been received.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-4
D. CONTRACTOR shall provide temporary pumping, plugs, power, lighting, controls, instrumentation, and safety devices when required to minimize treatment process interruptions and comply with shutdown constraints specified in this Section.

1.07 PROCESS SHUTDOWN REQUEST (PSR)
A. CONTRACTOR shall review the instructions and template form attached at the end of this Section.

B. CONTRACTOR shall prepare and submit a PSR for the following conditions:

1. Shutdowns, diversions, and tie-ins to the existing FACILITY.

2. Power interruption and tie-ins.

3. Switch over between temporary and permanent facilities, equipment, piping, and electrical and instrumentation systems.

4. Process constraints requiring interruption of operating processes, roadways, or utilities.

5. Other Work not specifically listed in the Contract Documents Amended and Restated Design-Build Contract as determined necessary by the CONTRACTOR, FACILITY ENGINEER, and/or ENGINEERCITY.

C. CONTRACTOR shall submit a detailed schedule for the work covered by each PSR.

D. CONTRACTOR shall create and maintain a log of all PSRs. The log should include dates of when the PSR was submitted, approved/rejected, date and duration of the proposed shutdown. This log shall be available for review during the construction progress meetings.

E. No consideration will be given to claims of additional time and cost associated to preparing PSRs required to complete Work in a manner that supports proper operation of the FACILITY and compliance with effluent discharge requirements.

1.08 REQUIREMENTS FOR MAINTAINING CONTINUOUS OPERATION OF EXISTING FACILITIES A. Continuous operation of facilities is of critical importance. CONTRACTOR shall schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

B. The CONTRACTOR shall cooperate fully with FACILITY’s personnel for existing facilities.

The FACILITY may restrict the time and duration of shutdowns, and other disruptions to FACILITY operations.

C. The CONTRACTOR shall perform all necessary Work, as detailed in these specifications, in such manner as not to interfere in any way with normal FACILITY operations.

Wherever the CONTRACTOR finds it necessary to involve temporary operating arrangements and/or modify existing equipment in pursuit of Work required under the Amended and Restated Design-Build Contract, CONTRACTOR shall give adequate written notice as described in this Section to the ENGINEERCITY, to allow coordination of FACILITY operating procedures.

D. Facilities or conditions required to keep the FACILITY operational include, but are not limited to, the following:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-5

1. Electrical power including transformers, distribution wiring, and motor control centers.

2. Piping for conveyance of wastewater, chemical, and utilities between treatment units.

3. Chemical storage, metering, conveyance, and control facilities.

4. Plant water.

5. Plant air (process air and instrument air).

6. Laboratory facilities.

7. Office, toilets, and washrooms.

8. Fencing and gates, site security.

9. Lighting.

10. Heating, ventilation, and air conditioning.

11. Distributed Control System (DCS).

12. Instrumentation, meters, controls, and telemetry equipment.

13. Safety equipment and features.

14. Parking for FACILITY’s employees and vehicles required for operation and maintenance of the FACILITY.

15. Telephone system, all communication systems.

16. Sewers and Storm drainage.

17. Natural gas service, digester gas

18. South Bay Water Recycling piping and equipment.

19. All truck deliveries for chemicals and material to the plant

20. Septage Disposal Facilities
E. Unless otherwise approved in writing by PSR, CONTRACTOR shall conduct the Work and provide temporary services and facilities required to keep the FACILITY continuously operational.

F. If construction cannot be completed according to the allowable shutdown constraints, CONTRACTOR shall provide a temporary bypass plan for review to the ENGINEERCITY before bypass pumping is permitted to allow for uninterrupted operations.

1. For each bypass pumping operation, the CONTRACTOR shall furnish and install, ready for use, pump(s) suitable for conveying the quantity and type of flow required. The pump(s) shall be installed as a complete stand-alone system. Power for operation of the pump(s) shall be provided by the CONTRACTOR. The CONTRACTOR shall provide a minimum of 50 percent standby pumping capacity on site and be ready to operate in the event of failure of the operating temporary pump(s).

2. CONTRACTOR personnel shall be on site 24 hours per day to operate and maintain the bypass pumping system while in use. Maintenance shall include, but not limited to, refueling, de-ragging and preventative maintenance.

3. CONTRACTOR personnel shall provide all necessary support facilities including additional standby equipment and tools to ensure continuous 24-hour/7-days a week operation of temporary facilities as long as required. Such additional equipment, materials and labor shall be in compliance with FACILITY policy and procedures.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-6
G. CONTRACTOR shall not close lines, open or close valves, or take other action that would affect the operation or existing systems, except as specifically required by the Amended and Restated Design-Build Contract Documents and after authorization by ENGINEER and CITY.

H. Do not remove or demolish existing facilities required to keep the existing FACILITY operation at the capacities specified until the existing facilities are replaced by temporary, new or upgraded facilities or equipment. The replacement facilities shall have been tested and demonstrated to be operational prior to removing or demolishing existing facilities.

I. If any of the normal FACILITY operations listed above are rendered inoperative during construction, the CONTRACTOR shall immediately undertake emergency repair work to restore FACILITY operation as directed by the ENGINEERCITY. This emergency repair work shall be completed as soon as practicably possible.

1.09 SHUTDOWN CONSTRAINTS
A. A shutdown is defined as either Major or Minor based on the impact to treatment plant operations. Most shutdowns can be categorized based on the period of time during which a normal treatment function and activity of the FACILITY cannot take place.

However, there are various other factors that can affect the impact of a shutdown. The category of shutdown (Major vs Minor) shall be at the sole discretion of the ENGINEERCITY.

B. All work requiring shutdown of FACILITY treatment processes or interruptions of FACILITY operations shall normally be done during low flow periods, which are between 5:00 a.m. to 8:00 a.m. on weekdays and between May 15 and October 15 unless otherwise specified by FACILITY the CITY.

C. Shutdown Requirements:

1. Minor Shutdowns:
a. Minor shutdowns shall be used for localized tie-ins or isolation of utilities, electrical, and communication relocations or other work that does not interrupt treatment processes.
b. Minor shutdowns shall not be longer than two (2) hours in duration unless otherwise approved in writing by the ENGINEERCITY.
c. Minor shutdowns require 72 hours notification and an approved PSR. d. Minor shutdowns shall not be performed by the CONTRACTOR until the CONTRACTOR has received written authorization from the ENGINEERCITY.

2. Major Shutdowns:
a. Major shutdowns will be used where complete or partial a treatment process shutdown is required, regardless of duration.
b. Major shutdowns require a minimum of 28 calendar days advanced notification and an approved PSR.
c. CONTRACTOR shall submit a PSR for each major shutdown. PSR shall be in accordance with the PSR form at the end of this Section. The PSR shall include contingency measures and provisions for returning the system to service in the event that shutdown and work progress difficulties are encountered.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-7
d. Major shutdowns shall not be performed by the CONTRACTOR until the CONTRACTOR has received written authorization from the ENGINEERCITY.

1.10 UTILITIES
A. CONTRACTOR shall maintain electrical, telephone, water, gas, sanitary facilities, and other utilities within existing facilities in service. CONTRACTOR shall provide temporary utilities when necessary in accordance with Appendix 5 of the Amended and Restated Design-Build Contract and City Specification 01 50 00, Temporary Facilities and Controls, as modified for the Dewatering Project..

B. CONTRACTOR shall provide at least 2 business days advance notice to and utilize services of Underground Services Alert (USA) for location and marking of underground utilities operated by utility agencies other than the FACILITY. USA contact number is 811 or 1-800-227-2600.

1.11 ODOR CONTROL
A. Construction activities are not to be the source of nuisance odors, either due to the CONTRACTOR’s activity or exposing noxious sources.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

3.01 COORDINATION OF WORK
A. CONTRACTOR shall maintain overall coordination of execution of Work.

B. CONTRACTOR shall obtain construction schedules from subcontractors and suppliers and assume responsibility for correctness.

C. CONTRACTOR shall incorporate schedules from subcontractors and suppliers into Progress Schedule to plan for and comply with sequencing constraints.

3.02 WORK BY OTHERS
A. CONTRACTOR shall coordinate all work with current and ongoing work at the site.

B. Where proper execution of the Work depends upon work by others, inspect and promptly report discrepancies and defects to the ENGINEERCITY.

3.03 REQUIREMENTS FOR EXECUTION OF WORK
A. Operating processes, systems, individual equipment items or controls shall be isolated, dewatered, decommissioned, de-energized, or depressurized only by the CITY's Operations staff in accordance with the approved shutdown plan and schedule..

B. Any additional pumping required to perform the shutdown shall be the CONTRACTOR’s responsibility. Existing piping or structures may not completely drain and the CONTRACTOR may be required to pump any remaining process fluids from pipes or DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-8
structures. Any additional time required for pumping shall be coordinated with the shutdown period.

C. If the planned circumstances under which the outage was to be conducted change, the ENGINEERCITY shall have the right to cancel or terminate an outage when the potential for a safety hazard or violation of the discharge permit exists.

D. The ENGINEERCITY retains the authority to terminate any scheduled shutdown the day of the scheduled shutdown.

E. Pursuant to shutdown requirements specified herein, the ENGINEERCITY shall be notified in writing in advance of any planned outage in any area. If requested by the ENGINEERCITY, the CONTRACTOR shall send a representative to a pre-outage meeting with CITY’s Operations and ENGINEERCITY's staff to plan activities during the requested outage.

F. Sequence, schedule, and coordinate work in and around the activities of other CONTRACTORS on the site to avoid obstruction of work access and interference with, or delay of, the work of other CONTRACTORS on the site.

G. Provide temporary pumping, piping, power (including portable generators as required), lighting, controls, instrumentation, communication systems, and safety devices required to comply with the constraints specified in this Section.

H. Confirm required equipment, materials, and labor will be on site a minimum of 3 days before commencing any work covered in a PSR.

I. Establish temporary erosion and sediment controls prior to commencing any clearing, grading, or excavation that may result in discharges to waters of the State.

J. Do not begin shutdowns or alterations of existing facilities until receiving ENGINEERCITY’s approval of the corresponding PSR.

K. Unless otherwise specified, normal daily operation and maintenance of the existing treatment facilities will be performed by FACILITY personnel. Whenever operational functions on existing facilities or new facilities which affect operating systems are required to permit construction operations, these functions will also be performed by FACILITY personnel. CONTRACTOR shall not operate valves, gates or other operating systems in the FACILITY for existing or accepted Work that is part of or may affect FACILITY operations.

L. Locate temporary facilities in a manner that minimizes interference to CITY’s operation and maintenance personnel.

M. Unless otherwise specified, install temporary pipelines of the same size as its connection to the existing FACILITY at the downstream end of the pipeline.

N. Provide piping of suitable material for the material being conveyed.

O. Provide submittals on proposed temporary pumping facilities, temporary plugs, and temporary electrical and instrumentation components necessary to maintain existing facilities.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-9
P. Dewater and promptly clean existing structures and pipelines temporarily removed from the operation where required.

Q. Dimensions for all existing structures, piping, paving, and other nonstructural items are approximate. The CONTRACTOR shall field verify all dimensions and conditions and report any discrepancies to the ENGINEERCITY a minimum of 14 days in advance of any construction in the area.

R. Discrepancies between coordinates, bearings and lengths and stationing shall be resolved in the following order of precedence:

1. Coordinates

2. Bearing and lengths

3. Stationing

3.04 WORK SEQUENCE AND CONSTRAINTS
A. General:

1. CONTRACTOR shall utilize the description of critical events in the Work Sequence in this Section as a guideline for scheduling and completing the Work.

2. The Work Sequence and Constraints presented herein do not include all items affecting the completion of the Work but are intended to describe in general the critical events necessary to minimize disruptions of the existing facilities.

3.05 PROCESS SHUT DOWN REQUEST (PSR)
A. General:

1. A Process Shut Down Request (PSR) is needed whenever CONTRACTORS activities temporarily impact the usual duties of the FACILITY staff. A PSR is a detailed document submitted by the CONTRACTOR for the purpose of requesting process shutdown(s), utility tie-in(s), work in areas that may risk unanticipated outages, or flow diversions to accommodate construction activities during a project. Such activities may include (but are not limited to) new tie-ins to utilities or structures, mechanical modifications to process piping or equipment, demolition, bulkhead installation, cleaning processes, tie-ins to the distributed control system (DCS).

2. The purpose of the PSR is to provide a detailed plan for the San José-Santa Clara Regional Wastewater Facility (FACILITY) and ENGINEERCITY that describes specific aspects of the work, a shutdown, diversion, or tie-in including its purpose, time of execution, and anticipated impacts on the treatment or business processes. The PSR shall include information from each trade (such as mechanical, electrical, plumbing, HVAC) associated with the particular task requiring a shutdown, diversion, or tie-in. Information within the PSR will be used by the FACILITY for defining operational procedures and methods to safely and successfully assist the CONTRACTOR in performing the Work activities.

B. Submittal Process and Acceptance:

1. Pre-PSR Meeting (as needed)
a. The CONTRACTOR initiates the PSR process by requesting a pre-PSR meeting with the ENGINEERCITY to discuss the nature of the shutdown, diversion, or tie-in, and to gather the information necessary to complete the PSR form. The requirement for a pre-PSR meeting may be waived by the ENGINEERCITY if DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-10
the nature of the work is deemed to be minor. The CONTRACTOR shall complete the Process Shutdown Request Form (attached) and submit to the ENGINEERCITY for approval following the pre-PSR meeting. The ENGINEERCITY will distribute the PSR to appropriate FACILITY staff for review and approval.
b. The CONTRACTOR may request the ENGINEERCITY to conduct a walk-through of facilities impacted by the proposed shutdown. This walk-through can precede the pre-PSR meeting and can serve to identify specific equipment or systems that will be impacted.

2. PSR Content:
a. The CONTRACTOR shall describe the nature of the work within the PSR form.

The description will include details of all relevant trades associated with the required shutdown, diversion, or tie-in. If any of the trades are subcontracted, the CONTRACTOR shall be responsible for making the subcontractor provide and include the specific details required by that trade for the associated shutdown, diversion, or tie-in.
b. The CONTRACTOR shall provide sufficient details on process isolation, work sequencing, and safety (i.e., control of significant hazards unique to the shutdown, diversion, or tie-in) to demonstrate an understanding of the Work and how it will be completed within the associated constraints, and the Work’s impact on the treatment process. The CONTRACTOR will provide sufficient qualified manpower resources to survey existing as-built drawings, and to conduct surveys of the existing utilities, subsystems, and systems to be impacted by the PSR
c. The PSR will be reviewed for completeness, accuracy, compliance with the construction schedule, constraints defined in the Amended and Restated Design-Build Contract Documents, and confirm that the requested shutdown, diversion, or tie-in does not negatively affect the operations or other concurrent activities at the FACILITY. Additional information may be requested from CONTRACTOR to understand the nature of the Work and method for completing the Work activities. The ENGINEERCITY will return the PSR to the CONTRACTOR for revision if any of these criteria are not met. Once the PSR is acceptable to all parties, the PSR will be accepted by signature, and copies distributed by ENGINEERCITY to the FACILITY staff and CONTRACTOR.

3. PSR Submittal Timing:
a. Each Major PSR must be approved a minimum of seven (7) calendar days in advance of the Work activities defined in the PSR. CONTRACTOR shall allow a minimum of twenty-one (21) calendar days from the time of submission to the FACILITY for acceptance of the PSR. Therefore, the CONTRACTOR shall submit the first/original Major PSR a minimum of twenty-eight (28) calendar days prior to the associated shutdown, diversion, or tie-in unless a longer period of time is specifically called out in the specifications for a particular activity. b. Minor PSR’s shall be submitted by CONTRACTOR a minimum of 72 hours in advance.

C. Identification, Scheduling and Tracking:

1. The CONTRACTOR shall submit a preliminary list of anticipated PSRs with the preliminary schedule submission. Within 7 calendar days of the submission of the list of anticipated PSRs, the CONTRACTOR shall attend a meeting with the ENGINEERCITY to review and identify any major shutdowns that may require extended planning. Scheduled PSRs shall be incorporated as tasks on the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-11
established baseline schedule, as well as the 3-week progress schedules prepared by the CONTRACTOR throughout the construction period. Scheduled PSRs shall be dated to coincide with the construction activities. Updates to this list shall be made throughout the duration of the Pproject as new PSRs are identified.

2. In addition to this list, the CONTRACTOR shall keep a PSR log for the purpose of tracking active PSRs. This log shall be updated weekly and available for review at the regularly scheduled construction progress meetings.

D. PSR Process Detail:

1. STEP 1. CONTRACTOR identifies PSRs needed on Log and Baseline Schedule. a. CONTRACTOR submits a preliminary list of anticipated Pproject PSRs identified but not limited to those shutdowns, diversions, or tie-ins described in the Amended and Restated Design-Build Contract Documents in a log/spreadsheet. Incorporate Major PSRs as tasks in Baseline Schedule.

PSRs are scheduled to coincide with the appropriate construction activities. b. CONTRACTOR reviews the preliminary PSR list with the ENGINEERCITY within 7 calendar days of submission to evaluate the number, complexity, and scale of the requested shutdowns and to identify PSRs that may require more planning lead time than the minimum 28 calendar days prescribed in paragraph 3.05 B of this Section.

2. STEP 2. Pre-PSR Meeting
a. CONTRACTOR requests a Pre-PSR Meeting with the ENGINEERCITY to discuss the nature of each requested shutdown, diversion, or tie-in, and to gather the information necessary to complete the PSR Form. The pre-PSR meeting may be waived by the ENGINEERCITY if the work is deemed to be minor.

3. STEP 3. Submits PSR.
a. CONTRACTOR completes the PSR Form and submits it electronically through the DCMS system to the ENGINEERCITY for review.

4. STEP 4. PSR Review Meeting.
a. ENGINEERCITY evaluates the completeness of the submittal and distributes a hard copy of the submitted PSR Form to the appropriate FACILITY staff for review and approval. Additional information may be requested from CONTRACTOR to better understand the nature of and method for completing the Work. The assigned Lead Subject Matter Expert (LSME) shall be responsible for coordinating any associated shutdown procedures for use by O&M staff.

5. STEP 5. PSR finalized.
a. Once the PSR is agreed to by all parties, the PSR will be finalized by signature.

Copies are distributed to the FACILITY Operations and Maintenance staff, ENGINEERCITY, and CONTRACTOR.

6. STEP 6. Complete Readiness Checklist.
a. CONTRACTOR verifies everything is ready for the work.

7. STEP 7. Complete Safety Checklist.
a. CONTRACTOR completes a Job Hazard Analysis. The Job Hazard Analysis shall be summarized on a form prepared by the CONTRACTOR and reviewed by ENGINEERCITY.

8. STEP 8. Complete work.
a. CONTRACTOR completes the work.

9. STEP 9. CONTRACTOR updates PSR Log and Progress Schedules.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-12
PART 4 ADDITIONAL REQUIREMENTS

4.01 CONTRACTOR has developed a draft Maintenance of Plant Operations Plan that assumes a uniform 8-hour period for shut-downs. These estimates are preliminary and will be modified and refined as Project planning progresses. CONTRACTOR and the CITY shall follow the PSR process defined above for the planning and approval of actual shutdowns, some of which may be more restrictive than indicated in the CONTRACTOR’s draft MOPO plan.

4.014.02Electrical Shutdowns: When electrical connections or tie-ins to M4 or M5 are required, M4 and M5 shall not be fully taken out of service unless otherwise agreed to by the CITY. The City (LOTO Authority) shall authorize proper isolation and tie-in procedures for Contractor to be able to safely tie-in into available breakers. Any temporary generation for existing facilities will be by City.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-13
Process Shutdown Request
Project Name Project ID
PSR # Task Title (Provide <10 word title): Submittal Date: (Not less than 28 days prior to work) SCHEDULE OF WORK ACTIVITY START: (Date/Time) END: (Date/Time) REQUESTOR:

PRIMARY POINT OF CONTACT: PHONE/PAGER:

SECONDARY POINT OF CONTACT: PHONE/PAGER:

NOTIFY Control Room, Phone. Outside Entity Security, Phone BUILDING/AREA: LOCATION OF WORK FLOOR/LEVEL:

DESCRIPTION OF WORK: (Provide sufficient details on process isolation, work sequencing, and safety (i.e., control of significant hazards unique to the work) to demonstrate an understanding of the work and how it will be completed within the constraints, and its impact on the processes and Facility.)
Task Summary:

Processes Affected:

Trades Affected:

Other Entities
Affected
Entity Contact Info
WORK PLAN:

Work Sequencing:

Process Isolation:

Spill Prevention Plan:

Contingency Plans:

CITY Work:

CRITICAL EQUIPMENT/TOOLS: (pumps and discharge hoses with correct fittings, blind flanges and pipe plugs, no-hub fittings, properly sized electrical service components, generators, portable lighting, chlorine for potable water pipe breaks, etc.) Acoustic Ceiling/or Walls Access Excavation Permit Lock Out/Tag Out Chemical Use Approval Fire Sprinkler Impairment Life Safety Systems Confined Space Permit Flammable Materials Roof Protocol Critical Lift Plan Flush / Discharge Work After Dark
Energized Electrical Work High Pressure Test
Elect. Panel Schedules Hot Work/Open Flame
EXISTING SERVICE(S) AT RISK:

Breathing Air Elect Normal Safety Showers VAX/DATA
Chemical Distribution Fire Protection DCS / SCADA Compliance: Air Facility Water HVAC Security Compliance: NPDES
Plant Water Inert Gas Solvent Drain
Communication Instrument - Air Specialty Gases
Domestic Drain Life Safety System Storm Drain
Elect-Bus Duct Natural Gas Telephones
Elect Emergency Process Access UPS
REVIEWER’S INSTRUCTIONS / COMMENTS:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT WORK SEQUENCE AND RESTRICTIONS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 14 00-14
Project Name Project ID
PSR # Task Title (Provide <10 word title): Submittal Date: (No later than 28 days prior to work) SCHEDULE OF WORK ACTIVITY START: (Date/Time) END: (Date/Time) REQUESTOR:

PRIMARY POINT OF CONTACT: PHONE/PAGER:

SECONDARY POINT OF CONTACT: PHONE/PAGER:

NOTIFY Control Room, Phone. Outside Entity Security, Phone BUILDING/AREA: LOCATION OF WORK FLOOR/LEVEL:

Note: The PSR is considered Approved by signature of the Division Manager, Facility Operations, or his/her designee.

END OF SECTION As Applicable
PRE-JOB BRIEFING MUST BE COMPLETED PRIOR TO COMMENCING WORK:

Full Name (printed) Signature Phone Date

CONTRACTOR

CM / PM
Health, Safety &
Security MGR.

LSME
SME (Operations)
SME (Maintenance)
SME (Power & Air)
SME (Instrumentation)
SME (Electrical)
DIV. MGR.

Facility Maintenance
DIV. MGR.

Energy & Automation
DIV. MGR.

Facility Operations
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 1
SECTION 01 32 16

PROGRESS SCHEDULES AND REPORTS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: preparation, submittal, and maintenance of computerized progress schedule and reports, contract time adjustments, and payment requests, including the following:

1. Preliminary Schedule: Schedule attached to Appendix 5 of the Design-Build Contract.

2. Baseline Schedule (including Narrative Report): Schedule that includes modifications to the Preliminary Schedule, as well as other modifications to meet the requirements of this specification..

3. Short Term (3 Week Look Ahead) Schedule.

4. Schedule Updates (including Narrative and Baseline Comparison Reports).

5. Schedule Revisions.

6. Time Impact Analyses.

7. Final Schedule Submittal.

B. Related sections: NOT USED

8. The Contract Documents are complementary; what is called for by one is as binding as if called for by all.

9. It is the CONTRACTOR’s responsibility for scheduling and coordinating the Work of subcontractors, suppliers, and other individuals or entities performing or furnishing any of CONTRACTOR’s Work.

10. The following Sections are related to the Work described in this Section. This list of Related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents.
a. DIVISION 00.
b. Section 01 14 00 – Work Sequence and Restrictions
c. Section 01 29 00 - Payment Procedures.
d. Section 01 31 19 - Project Meetings.
e. Section 01 33 00 – Submittal Procedures.
f. Section 01 77 00 – Close Out Procedures
g. Section 01 78 23 – Operations and Maintenance Data
a. Section 01 91 14 – Testing, Training, and Facility Start-Up C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-of-Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 2

1.02 CONTRACTOR’S SCHEDULER QUALIFICATIONS
A. CONTRACTOR has designated its scheduler meeting the qualifications requirements of this section. Any change in scheduler proposed by CONTRACTOR shall also meet these qualifications. Designate, in writing and within 5 calendar days after Notice to Proceed, person responsible for preparation, maintenance, updating, and revision of all schedules.

The designated person, Scheduler, is responsible for all scheduling activities called for in this specification. The CONTRACTOR’s Project Manager, the CONTRACTOR’s General Superintendent and the CONTRACTOR’s Safety Officer are excluded from being the Scheduler.

B. Qualifications of responsible person:

1. CONTRACTOR shall designate an authorized representative who will be responsible for the preparation, updates and maintenance of the Project Design-Build Schedule and shall have complete authority to act on behalf of the CONTRACTOR in fulfilling the requirements of this specification.

2. The CONTRACTOR shall employ a trained and experienced construction scheduling person knowledgeable in construction wWork sequencing, productivity and scheduling. This person shall have a minimum of (105) years’ experience in preparation of complex construction schedules for projects of similar value, size, and complexity by using the scheduling software system.

3. CONTRACTOR shall provide documentation or cetifications of Scheduler’s knowledge of critical path method (CPM) scheduling and precedent diagram methodology training for use of Oracle Primavera P6 Project Management Professional software, recent versions.

C. References: Submit written reference of 3 project Owners who have personal experience with this scheduler on previous projects as the Lead Scheduler and person responsible for developing the Baseline Schedule, updating and maintaining the project schedules for the complete duration of the projects. Identify project Owner name, address, telephone number, email address, project name, and cost.

D. Scheduler shall be dedicated to this project, preferably located on-site. Scheduler shall ; ; attend in person all project meetings as specified in this Section and Section 01 31 19. [For projects which have an estimated construction cost of $10 million or less, revise this clause 1.02.D to read as follows.]
Scheduler shall be dedicated part time to this project, located on-site for all scheduling meetings. Scheduler will attend in person all project meetings called for as specified in Section 01 31 19. Scheduler shall attend construction progress meetings either in person or remotely.

E. ENGINEER reserves the right to disapprove scheduler when submitted by CONTRACTOR if not qualified.

1.03 SCHEDULING FORMAT AND SOFTWARE
A. Schedule format: Utilize (CPM) format, precedent diagram methodology.

B. Prepare computerized schedule utilizing Oracle Primavera P6 Project Management Professional software. Provide the native XER file for all schedule submittals required as part of this Pproject.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 3
C. Provide 1 licensed copy of the Oracle Primavera P6 Project Management Professional scheduling software, version 17, to the ENGINEER CITY , registered in the ENGINEER CITY ’s name, for the duration of the project, within 15 days of Notice To Proceed.

D. The scheduling software provided shall be a standalone version for installation on a standalone computer. The software shall not be a “cloud” based version.

1.04 PRECONSTRUCTION SCHEDULING MEETING
A. ENGINEER will conduct a Preconstruction Scheduling Meeting. within 7 calendar days after Notice To Proceed. CONTRACTOR ’s Project Manager, General Superintendent, and Scheduler shall attend in person, onsite for this meeting. This meeting is separate from the Preconstruction Conference Meeting and is intended to cover schedule issues exclusively. CONTRACTOR shall conduct a scheduling meeting with the City to review the Baseline Schedule within 7 days of Construction Notice-to-Proceed. This meeting is intended to review the Baseline Schedule and to discuss potential schedule issues exclusively.

B. At the meeting, the ENGINEER will review the scheduling requirements. These include schedule preparation, reporting requirements, labor and equipment loading, updates, revisions, and schedule delay analysis. The ENGINEER shall provide the work breakdown structure (WBS) for the project. At the meeting, the CONTRACTOR ’s Scheduler, shall present their proposed schedule methodology, proposed activity coding structure, planned sequence of operations and cost and resource loading methodology. .

C.A.Coding structure:

1. Submit proposed project based activity coding structure at the Preconstruction Scheduling meeting. The proposed coding structure shall identify the code fields and the associated code values used in the project schedule for all activities.

2.1. At a minimum, include code fields as follows:
a. Numeric for numbering of activities from “0000 thru 9999” b. for Project Segment or Phase, if applicable
c. by Area of Work, and/or by Specification Section
d. by Type of Activity, using the following abbreviated designations:
1) General Conditions GENC
2) Submittals SBMT
3) Procurement PROC
4) Civil CIVL
5) Structural STRC
6) Mechanical MECH
7) Paint & Coatings PNTR
8) Electrical ELEC
9) Instrumentation INST
10) Integration INTR
11) Factory Acceptance Testing FAT
12) Testing, Start Up & Comissioning TEST
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 4
e. By Responsibility, utilize designate the following designated codes for the General Contractor and major Subcontractors as follows:
1) City of San Jose CITY
2) Construction Manager CMGR
3) General Contractor GECN
4) Electrical ELEC
5) Mechanical MECH
6) GC performing Mechanical GCME
7) Painting and coatings PNTR
8) Instrumentation INST
9) Integration INTR
10) Supplier SPLR or Designated Code for each
11) Supplier listed in the Bid Docs
12) Submit designation codes for any Subcontractor who’s contract value exceed 1.5% of base contract, for example:
1) Call out specific activities where CITY or regulatory agency engagement is required.

D. Naming convention: Name schedule files with the contrct number, project name abbreviation, year, month and day of the data date, revision identifier, project schedule identifier and a description of the schedule, as follows:.

E. Filing: Post submitted XER files to Owner’s construction document control system for each required submittal. PDF files of schedule submittals may be submitted as additional documentation of the schedule submittal.

1.05 SCHEDULE PREPARATION
A. Preparation and submittal of Baseline Shedule and Progress Schedule represents CONTRACTOR’s intention to execute the Design-Build Work within specified time and constraints.

B. NOT USED.CONTRACTOR’s bid covers all costs associated with the execution of the Work in accordance with the Baseline Schedule and accepted Progress Schedule updates.

Contract
Number
Project
Name Date Revision
Project
schedule
ID. Project Name
4 4 6 2 4 (Number of characters per field)
XXXX XXX1 yrmmdd 00 PL01 Project Name & Phase - Preliminary Schedule XXXX XXX1 yrmmdd 00 BL01 Project Name & Phase - Baseline Schedule XXXX XXX1 yrmmdd 00
MU01 -
MUXX Project Name & Phase - Monthly Update 01
XXXX XXX1 yrmmdd 00 REV1 Project Name & Phase - Schedule Revision XXXX XXX1 yrmmdd 00 TSC1 Project Names & Phase - Start Up Schedule XER Files Naming Convention
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 5
C. Prepare schedule utilizing Pprecedence Ddiagramming Mmethod showing the logical and/or necessary sequencing of activities.

D. Prepare schedule utilizing activity durations in terms of working daysBusiness Days, except for submittals which durations are set in calendar days.. Do not exceed 20- working day duration on activities except concrete curing, submittal review, and equipment fabrication and deliveries. Where duration of continuous work exceeds 20 working days, subdivide activities by location, stationing, or other sub-element of the Work. Coordinate holidays and fFurlough calendars to be observed with the CITY and incorporate them into the schedule as non-working days, as referenced in Section 01 14 00 – WORK SEQUENCE AND RESTRICTIONS .

E. Failure to include an activity required for execution of the Design-Build Work does not excuse CONTRACTOR from completing the Design-Build Work to meet specified milestones for Acceptance and Final Completion. and portions there of within specified times and at price specified in Agreement. Contract requirements are not waived by failure of CONTRACTOR to include required schedule constraints, sequences, or milestones in schedule. Contract requirements are not waived by ENGINEERCITY’s acceptance of the schedule; such acceptance by the City shall be limited to confirming compliance with this specification and with the agreed to milestone dates established in the Amended and Restated Design-Build Contract. In event of conflict between accepted schedule and Amended and Restated Design-Build Contract requirements, terms of the Amended and Restated Design-Build Contract govern at all times, unless requirements are waived in writing by ENGINEERCITY.

F.E.Reference schedule to working days with Design-Build Notice to Proceed. beginning of Contract Time as Day "1."
G. Contract float is for the mutual benefit of both CITY and CONTRACTOR. Changes to the project that can be accomplished within this available period of float may be made by ENGINEER without extending the Contract Time, by utilizing float. Time extensions will not be granted nor delay damages owed until Work extends beyond currently accepted Contract completion date. Likewise, CONTRACTOR may utilize float to offset delays other than delays caused by CITY. Mutual use of float can continue until all available float shown by schedule has been utilized by either CITY or CONTRACTOR, or both. At that time, extensions of the Contract Time will be granted by ENGINEER for valid CITY-caused or third party-caused delays which affect the planned completion date and which have been properly documented and demonstrated by CONTRACTOR. Contract float is for the benefit of CONTRACTOR.

H.F. Schedule logic: Assembled to show order in which CONTRACTOR proposes to carry out Work, indicate restrictions of access and , availability of wWork areas., and availability and use of manpower, materials, and equipment. Form basis for assembly of schedule logic on the following criteria:

1. Which activities must be completed before subsequent activities can be started?

2. Which activities can be performed concurrently?

3. Which activities must be started immediately following completed activities?

4. What major facility or, equipment or manpower restrictions are required for sequencing these activities?
I. Non-sequestering of float: Pursuant to float sharing requirements of Contract, schedule submittals can be rejected for, use of float suppression techniques such as preferential DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 6
sequencing or logic, special lead or lag logic restraints, extended activity durations or imposed dates.

J.G.Imposed dates, hidden logic are prohibited: Do not use imposed dates or hidden logic in preparation of schedule.

K. Major subcontractor sign off: Provide written confirmation of concurrence from all major subcontractors on site with all schedule submittals. Term “major subcontractor” as used in this Section means any subcontractor, at any tier, with a subcontract worth 5 percent or more of the total cost of the Work.

L.H.Interim milestone dates, operational constraints: In event there are interim milestone dates and/or operational constraints set forth in the Amended and Restated DesighBuild Contract, show them on schedule. Do not use zZero tTotal fFloat constraint. or Mandatory Finish Date on such Contract requirements.

M.I.Schedule windows for CITY-furnished, CONTRACTOR-installed equipment or materials:

Obtain from ENGINEER CITY anticipated delivery dates of CITY’s furnished equipment or materials that will be installed by the CONTRACTOR. Show these dates in the schedule in same manner indicated by ENGINEERCITY.

N. Cost Loading: All Schedules

1. Only on-site construction activities

2. The sum total of all cost loaded activities equal to the current value of the contract

3. Payment for mobilization or equipment delivered to the site, not yet incorporated into the work.

4. Owner acceptance of the Baseline Schedule creates the Schedule of Values required as specified in Section 01 29 00 - Payment Procedures.

5. Provide updated Schedule of Values as the monthly Payment Application as specified in Section 01 29 00 - Payment Procedures

6. Payments will not be made until monthly updated Schedule of Values is accepted.

1.06 SUBMITTAL OF PROGRESS SCHEDULES AND REPORTS
A. Submit Preliminary Schedule. NOT USED
A. No more than 15 calendar days after Notice to Proceed , submit the Preliminary Schedule containing the following:

1. The Project’s critical path at a summary level.

2. Conceptual cash flow report for the total project.

3. All procurement activities,.

4. All the contract deliveries and milestones

5. ENGINEER CITY review time

6. Scheduled activities for the period of Notice to Proceed up to 90 days thereafter.

7. Schedule of costs:
a. Schedule of Values as specified in Section 01 29 00 for first 90 calendar days of Work and at a summary level for the entire project.
b. Submittal and acceptance of Preliminary Schedule is condition precedent to DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 7
making of progress payments as specified in Section 01 29 00, and payments for mobilization costs otherwise provided for in the Contract. c. Proceed with pay item Work after Preliminary Schedule and schedule of costs have been accepted by Owner.

B. NOT USED
B. Additionally, the CONTRACTOR shall:

1. Meet with ENGINEER within 7 calendar days after receipt by ENGINEER of Preliminary Schedule to review and make necessary adjustments. Submit revised preliminary schedule within 5 calendar days after meeting.

2. Submit schedule of manpower and costs for all activities with revised Preliminary Schedule. Provide realistic and level manpower and costs so as not to have unusual manpower requirements.

3. Incorporate unchanged, the accepted Preliminary Schedule as first 90 calendar days of activity in CONTRACTOR ’s Baseline Schedule

4. Update Preliminary Schedule monthly during first 90 calendar days after Notice to Proceed. Use Preliminary Schedule as the payment application as specified in Section 01 29 00.

C. Submit Baseline Schedule and Baseline Narrarative Report.

1. No more than 45 calendar days after Notice to Proceed In accordance with Appendix 5 of the Amended and Restated Design-Build Contract, submit the Baseline Schedule for all Design-Build Work of the Pproject. The Baseline Schedule shall be based on the Design-Build Schedule attached to Appendix 5 of the Amended and Restated Design-Build Contract, and shall reflect any updates subsequent to submittal of the schedule that was submitted with the Definitive Project Submittal as well as coding and other information to meet the requirements of this specification. Show sequence and interdependence of all activities required for complete performance of all Design-Build Work, beginning with date of Design-Build Notice- to- Proceed and concluding with date of fFinal cCompletion of Contract.

2. Acceptance of the Baseline Schedule by ENGINEER is a condition precedent to making payments as specified in Section 01 29 00 after the first 90 calendar days after Notice to Proceed. The Baseline Schedule will be reviewed by the ENGINEERCITY within 15 days and the CITY will provide comments to CONTRACTOR., revised by CONTRACTOR accordingly, and accepted by ENGINEER within 30 calendar days of resubmittal. The CONTRACTOR will consider CITY comments and submit a revised Baseline Schedule to the City within 15 days, provided that CONTRACTOR shall make all changes needed for compliance with this specification.

3. Baseline Narrarative Report to address the following Schedule Development Data:
a. All calendars developed within the schedule software applicable to the Project Schedule showing the proposed number of working days per week. Include where necessary a description of which calendars apply to which activities. b. The holidays to be observed during the life of the Contract by day, month, and year
c. The planned number of shifts per day
d. The number of hours per shift
e. The major construction equipment to be used on the Site f.c. Long lead procurement items.
g.d.A written description the nature of the critical path of activities identified for the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 8
Project Design-Build Schedule through project Final cCompletion.

4. The detailed Baseline sSchedule shall be able to be viewed at the summary level which consolidates groups of activities associated with mMajor Items of Design-Build Work shown on Baseline Schedule. Summary Schedule level is intended to give an overall indication of the Pproject Design-Build sSchedule without a large amount of detail
D. Submit Monthly Progress Schedules.

1. Submit, on a monthly basis, updated Pprogress Sschedule, schedule time impact analysis, and narratives. Baseline schedule will only be updated and submitted in the event of a Contract adjustment. Submit final schedule update as specified in section

1.17. Monthly Update Narrative Report -–

5.2. A written nNarrative rReport shall be submitted in conjunction with all Schedule Submittals containing the following:

6.3. Schedule report indicating each activity on the cCritical pPath that it has been:
a. Completed during this reporting period, with aActual sStart and aActual fFinish dDates provided for each activity.
b. In progress this reporting period, with aActual sStart dDates provided for each activity..
c. Scheduled next reporting period.

7.4. Analysis of critical path describing:
a. The nature of the critical path.
b. Impact on other activities, milestones and completion dates. c. Recommendations for recovery of the delays.

8.5. Current and anticipated delays and/or early completions. 1) Cause of the delay and/or early completion.
2) Corrective action and schedule adjustments to correct the delay. 3) Impact of the delay and/or early completion on other activities, milestones and completion dates (e.g. number of days behind or ahead of schedule)

9.6. Change in activity descriptions, activity ID’s, construction sequence, logic changes, relationship changes and/or duration changes and the rationale associated with each change that required the change to be made.

10.7. Pending issues and status of other items:
a. Permits.
b. Contract modifications.
c. Time extension requests.
d. Long lead procurement items.

11.8. Added/deleted activities.

12.9. Other Pproject or scheduling concerns.

D.E. Submit revised schedules and time impact analyses as specified in sSections 1.14, Revisions to Schedule (Including Revisions to Baseline Schedule). and 1.15.C.

E.F.Submit, on a monthly basis, one (1) electronic copy in PDF format and two (2) hard copy print outs in Bar chart format on 24” x 36” media format of schedules for the following items:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 9

1. A complete Construction Design-Build Schedule showing all activites.

2. A separate plot filtered to show Critical Path activities.

3. A Summary level Sschedule view consolidating groups of activities associated with Mmajor Items of Design-Build Work.

4. In conjunction with the Submittals, prepare and submit a schedule summary cost report, by cost account, totaling the entire Contract Sum.

1.07 NETWORK DETAILS AND GRAPHICAL OUTPUT
A. Produce a clear, legible, and accurate calendar based, time scaled, and graphical network diagram (GAANT CHART). Group activities related to the same physical areas of the Design-Build Work. Produce the network diagram based upon the early start of all activities.

B. Include for each activity, the description, activity number, estimated duration in working days, total float, and all activity relationship lines.

C. Illustrate order and interdependence of activities and sequence in which Design-Build Work is planned to be accomplished. Incorporate the basic concept of the precedence diagram network method to show how the start of one (1) activity is dependent upon the start or completion of preceding activities and its completion restricts the start of following activities.

D. Indicate the critical path for the Pproject.

E. Delineate the specified contract duration and identify the planned Final cCompletion of the Design-Build Work and Acceptance as a milestones. Show the time period between the planned and Contract completion Scheduled Acceptance and Final Completion dates, if any, as an activity identified as Pproject float unless a Change Order is issued to officially change the Contract completion dateScheduled Acceptance Date and deadline for Final Completion.

F. Identify system shutdown dates, system tie-in dates, specified interim completion or milestone dates and contract Scheduled Acceptance Date and deadline for Final cCompletion date as milestones.

G. Include, in addition to construction activities:

1. Submission dates and review periods for major submittals.

2. Any activity by CITY that may affect progress or required completion dates.

3. Equipment and long-lead material deliveries over 8 weeks.

4. Approvals required by regulatory agencies or other third parties.

H. Identify the execution of the following as applicable:

1. Mobilization.

2. All required submittals to the City and City submittal review times showing 3015- calendar day duration for such activities in baseline schedules.

3. All required designs and deferred submittals to be reviewed by SECI and SECI design review times showing 3015-calendar day duration for such activities in baseline schedules.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 10

4. Equipment and materials procurement/fabrication/delivery.

5. Excavation.

6. Shoring

7. Scaffolding

8. Backfill and compaction.

9. Dewatering.

10. Grading, subbase, base, paving, and curb and gutters.

11. Fencing and landscaping.

12. Concrete, including installation of forms and reinforcement, placement of concrete, curing, stripping, finishing, and patching.

13. Masonry.

14. Metal fastenings, framing, structures, and fabrications.

15. Wood structures, finish carpentry, architectural woodwork, and plasticFiberglass fabrications.

16. Waterproofing and dampproofing, insulation, roofing and flashing, and sealants.

17. Doors and windows, including hardware and glazing.

18. Finishes including coating and painting, flooring, ceiling, and wall covering.

19. Building specialties.

20. Process equipment, including identification of ordering lead-time, factory testing, and installation.

21. Pumps and drives, including identification of ordering lead time, factory testing, and installation.

22. Conveying equipment including hoists and cranes, conveyor systems, and materials handling equipment, including identification of ordering lead-time and installation.

23. Other mechanical equipment including fans and heating, ventilating, and air conditioning equipment.

24. Trenching, pipe laying, and trench backfill and compaction.

25. Piping, fittings and appurtenances, including identification of ordering and fabrication lead time, layout, installation and testing.

26. Valves, gates, and operators, including identification of order lead-time, installation, and testing.

27. Plumbing specialties.

28. Electric transmission, service, and distribution equipment, including identification of ordering lead-time, factory testing, independent 3rd party field testing, and energization dates. .

29. Other electrical work including lighting, heating and cooling, and special systems, including identification of ordering lead-time.

30. Critical electrical submittals including short circuit study, any other coordinating reports or submittals and utlitiy serice agreement dates, as applicable.

31. Instrumentation and controls, including identification of ordering lead-time, all submittals which require ENGINEER CITY ’s approval and factory testing .

32. Testing: Including Preliminary testing of equipment, instrumentation, and controls.

33. Testing, Start Up and Comissioning activities of all process and electrical equipment and process facilities as follows:
a. Manufacturer’s services
b. Factory tTesting
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 11
c. Acitivities related to iInstallation cCertifcations
d. Submission of Operations and Maintenace Mmanuals
e. Pre-Operational Testing
f. Functional Testing
g. Operational Testing during Commissioning
g.h.Acceptance Testing

34. Substantial completion.

35. Punch Llist work.

36. Close out dDocuments

37. Record dDocuments/As-builts record dDocuments

38. Operation and maintenance training.

39. Demobilization.

1.08 MANPOWER SCHEDULES NOT USED
A. After Baseline Schedule has been submitted and accepted by ENGINEERCITY, submit a schedule histogram depicting total craft manpower and craft manpower for CONTRACTOR’s own labor forces and those of each subcontractor. Submit this manpower schedule electronically using CITY’s Web-based document management system.

B. Format:

1. Schedule histogram depicting total craft manpower and craft manpower for CONTRACTOR ’s own labor forces and those of each subcontractor.

2. Submit electronically on a computer disk in Excel format, with 1 paper copy.

C.A.Progress payments after the first 90 calendar days after Notice to Proceed will not be made until manpower schedule is provided.

1.09 EQUIPMENT SCHEDULES NOT USED
A. Due date: After Preliminary Baseline Schedule has been submitted and accepted by Owner.

B. Format:

1. Tabular report listing each major piece of construction equipment to be used in performing the Work.

2. Include major equipment for CONTRACTOR and each subcontractor.

3. Submit electronically on a computer disk in Excel format with 1 paper copy.

C. Progress payments after the first 90 calendar days after Notice to Proceed will not be made until equipment schedule is provided.

1.10 WEATHER DAY ALLOWANCE
A. Include as a separate identifiable activity on the critical path, an activity labeled “Weather Ddays Allowance.” Insert this activity at the end of the schedule.

B. The Contract Time Design-Build Schedule includes a weather day allowance of 20 working days. No extension in Contract Time to the Scheduled Acceptance Date will be DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 12
allowed for working days lost up to this weather day allowance due to weather conditions that constitute Uncontrollable Circumstances. The CONTRACTOR shall not be entitled to any time extensions for weather days that do not constitute Uncontrollable Circumstances. ENGINEER CONTRACTOR and CITY shall document all non-working days.

C. Insert an activity in critical path to reflect weather day occurrences when weather days are experienced and accepted by ENGINEERCITY. Identify this activity as a weather delay.

D. Reduce duration of Weather Days Allowance activity as weather delays are experienced and inserted into the Design-Build Schedule. Remaining weather days in Weather Days Allowance at completion of Pproject is considered float.

E. Weather conditions that prevent or inhibit the CONTRACTOR ’s performance of the Design-Build Work and affect the Critical Path indicated on the Design-Build Schedule shall be referred to as a Weather Day. A Weather Day is defined as the CONTRACTOR being unable to perform at least 4 hours of work on the cCritical pPath. The CONTRACTOR shall provide a written notice to the ENGINEER CITY of the occurrence of a wWeather Dday within 2 days after the onset of such weather and shall describe in reasonable detail the type of weather encountered and the Design-Build Work interfered with or interrupted. A Progress sSchedule update will not suffice as a written notice. The ENGINEER CITY will determine if the wWeather Dday constitutes a use of a portion of the Weather Day Allowance. After use of all the Weather Day Allowance, the ENGINEER CITY will determine if the CONTRACTOR is entitled to an extension of the Contract Time Scheduled Acceptance Date and/or deadline for Final Completion due to weather conditions that constitute Uncontrollable Circumstances. Weather days are considered excusable delay as defined in this Section.

1.11 TIME EXTENSIONS FOR SEVERE WEATHER
A. Following use of the 20 Weather Days described above, and Uupon written request from the CONTRACTOR in accordance with the Amended and Restated Design-Build Contract, the ENGINEER CITY may consider extending the Scheduled Acceptance Date and / or the deadline for Final Completion in accordance with the provisions of the Amended and Restated Design-Build Contract. suspend the counting of contract time, herein called time extension, for the CONTRACTOR's convenience during unusually severe weather.

Subject to all conditions of the Amended and Restated Design-Build Contract, Tthe CONTRACTOR's request for time extension due to severe weather delays shall clearly demonstrate that the weather conditions qualify as an Uncontrollable Circumstance under “Inclusion” (e) in clause (1) of such defined term in Section 1.1 of the Amended and Restated Design-Build Contract and are "unusually severe," would not have been reasonably anticipated given the normal prevalent weather conditions in the locality of the work, that such conditions adversely affected 50 percent or more of the CONTRACTOR's workday and delayed work critical to the timely completion of the pProject.

1.12 REVIEW AND ACCEPTANCE OF SCHEDULES
A. ENGINEER CITY will review Baseline Schedules, Progress Schedule Updates, sSchedule rRevisions and tTime iImpact aAnalyses to ascertain compliance with specified Pproject constraints, compliance with milestone dates, reasonableness of any proposed changes to durations and sequence from those included in the Preliminary Design-Build Schedule Formatted: Not Highlight
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 13
in Attachment 5B to Appedix 5 of the Design-Build Contract. , accurate interrelationships, and completeness from those included in the Preliminary Design-Build Schedule in Attachment 5B to Appendix 5 of the Design-Build Contract..

B. ENGINEER CITY will issue written comments following completion of review of Baseline Schedule to accommodate a 30-calendar day approval window of the Baseline Schedule.

Written comments on review of Schedule Updates and Schedule Revisions and Time Impact Analyses will be returned to CONTRACTOR within 15 calendar days after receipt by ENGINEER CITY via CITY Web-based document management system.

C. If ENGINEER CITY requests a meeting on aspects of the schedule, the CONTRACTOR and all major subcontractors identified by the City must participate in the meeting with ENGINEER CITY .

D. Revise and resubmit schedule within 7 calendar days after meeting if meetings results in mutually agreed to schedule changes.

E. Revise and resubmit schedule in accordance with ENGINEER CITY ’s comments to accommodate a 30-calendar day approval window of the Baseline Schedule.

F. When schedule reflects ENGINEER’s CITY’s and CONTRACTOR’s agreement of project approach and sequence, schedule will be accepted by ENGINEERCITY. ENGINEER CITY ’s submittal review response for schedule submittal will be “Receipt Acknowledged - Filed for Record” including applicable comments.

G.F. Use accepted schedule for planning, organizing, and directing the Design-Build wWork and for reporting progress.

H.G. Acceptance of the schedules by the Owner CITY is for general conformance with the Contract Documents Amended and Restated Design-Build Contract and for OwnerCITY’s planning information, and does not relieve the CONTRACTOR of sole responsibility for planning, coordinating, and executing the Design-Build Work within the contractually required completion dates. Omissions and errors in the accepted schedules shall not excuse performance less than that required by the Amended and Restated Design-Build Contract Documents. Acceptance by the Owner CITY in no way constitutes an evaluation or validation of the CONTRACTOR ’s plan, sequence or means, methods, and techniques of construction.

1.13 UPDATING THE SCHEDULE
A. Update the schedule monthly for Construction Schedule Progress and Report submittals.

Submit a written report of significant changes. Submit a detailed written list of all changes to the previous schedule submittal contained in the Schedule Update including; analysis of critical path, current and anticipated delays, changes in duration, logic or sequencing, pending issues, added or deleted activities, and any other Pproject concerns.

B. Submit updated schedule under Submittal of Progress Schedules.

C. Prepare update using most recent accepted version of schedule. Include:

1. Actual start dates of activities that have been started.

2. Actual finish dates of activities that have been completed.

3. Percentage of completion of activities that have been started but not finished.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 14

4. Actual dates on which milestones were achieved.

5. Baseline sStart and fFinish dates which were approved by ENGINEERCITY.

6. Update activities by inputting the forecast remaining durations.

7. Use retained logic in preparing Progress Schedule Updates.

8. Revisions to the schedule shall be noted using a code that identifies changes that are to be reviewed and approved. Outstanding comments shall be reviewed at progress meetings.

D. Identify overall progress of each mMajor iItem of Design-Build Work in the Summary Schedule.

E. Should monthly Progresss Schedule Update show project completion Acceptance and/or Final Completion earlier than the current contractually required completion dates show early completion time as schedule activity, identified as “CONTRACTOR’s Project Float”.

F. Should monthly Progress Schedule Update show project completion Acceptance and/or Final Completion later than current contractually required completion dates, prepare and submit a Schedule Revision in accordance with the Section 1.14, Revisions to Schedule.

F. Progress schedules indicating eEarly completion shall not be used as a basis for any delay claim. Any delay claim shall be governed by the Amended and Restated DesignBuild Contract and will only be considered by the CITY if CONTRACTOR can demonstrate that the delay, whether caused by the CITY or uncontrollable circumstance, results in a failure of the CONTRACTOR to meet the Scheduled Acceptance Date. Any change to the Scheduled Acceptance Date shall require a Contract Amendment. . schedules are generally not acceptable to CITY but may be accepted as convenience to the CONTRACTOR under the following conditions:

1. The CONTRACTOR must submit a written request outlining the specific reasons for using the early completion schedule.

2. The CONTRACTOR acknowledges and agrees in writing that the proposed reduction in time represents Project time already paid for by the CITY as part of the CONTRACT, and is available to both the CONTRACTOR and the CITY for mitigation of impacts to the project from any source. The CONTRACTOR shall not be entitled to any increase in Contract Price for failure to achieve the early completion and the CONTRACTOR waives all claims to same.

3. Early completion schedule shall not be based on expedited approvals, inspection, or the relaxing of construction constraints by the ENGINEER.

1.14 REVISIONS TO SCHEDULE (INCLUDING REVISIONS TO BASELINE SCHEDULE) A. Submit Revised Design-Build Schedule and Narrative within 510 days:

1. When delay in completion of any activity or group of activities indicates an overrun of a delay in achieving Acceptance relative to the Scheduled Acceptance Date the Contract Time or other milestone dates by 3 working days, unless delay is caused by Uncontrollable Circumstances, CONTRACTOR must submit a schedule recovery within 48 hours 5 Business Days after request by the ENGINEERCITY. The CONTRACTOR’s schedule recovery schedule must show how the CONTRACTOR intends to make up the lost time with more workers, additional shifts, overtime, weekends, as needed.

2. When delays in submittals, deliveries, or work stoppages are encountered making necessary the re-planning or rescheduling of activities.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 15

3. When the schedule does not represent the actual progress of activities.

4. When any change to the sequence of activities, the completion date for major portions of the work, or when changes occur which affect the critical path.

5. When an Amended and Restated Design-Build Contract modification necessitates schedule revision, submit schedule analysis of change order work with cost proposal.

5.6. Whenever changes listed above or other changes result in a CONTRACTOR proposed change to the Baseline Schedule. Any change to the Baseline Schedule shall require review and approval by the CITY.

B. Submit revised schedule and materials as specified under Section 1.06, Submittals of Progress Schedules and Reports.

1. Make revisions on most recently accepted version of Baseline Schedule and Progress schedule.

2. Create a separate submittal for Design-Build Schedule Revisions. a. Comply with schedule updates as specified in this Section. b. Do not submit with Schedule Updates.

C. Schedule revisions will not be reflected as approved in the schedule until after the revision is accepted by the ENGINEERCITY. This includes Design-Build Schedule Revisions submitted for the purpose of mitigating a CONTRACTOR-caused Pproject delay (Recovery Schedule).

1.15 SHORT TERM (3 WEEK LOOK AHEAD) SCHEDULE
A. Submit to ENGINEER CITY, in conjunction with weekly progress meeting, a progress schedule showing the activities completed during the previous week and the schedule of activities for the following three (3) weeks (“Short-term Schedule”).

B. Use the logic and conform to the status of the current progress schedule when producing a Short Term Schedule in CPM schedule or a bar chart format and spreadsheet based. In the event that the Short Term Schedule no longer conforms to the current Progress sSchedule, CONTRACTOR may be required to revise the the Short-Term sSchedule and/or Progress Schedule.

C. The activity designations used in the Short Term Schedule must be consistent with those will include activities used in the Baseline Schedule and the Monthly Schedule Updates.

D. Format shall contain:

1. all listed activities shall be derived directly from the Aaccepted Baseline Schedule or accepted Monthly Progress Schedule

2. all listed activities shall have the corresponding Activity ID from the Aaccepted Baseline Schedule or f accepted Monthly Progress Schedule.

3. listed activities which are shown to have commenced or been completed in the past week, shall list the aActual sStart dDate and/or aActual fFinish dDate for each activity.

E. CONTRACTOR and ENGINEER CITY must agree on the format of the Short Term Schedule. Submit the native XER file for Short Term Schedule to the ENGINEER CITY on a weekly basis. .

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 16

1.16 ADJUSTMENT OF CONTRACT TIMES
A. Contract Time The Scheduled Acceptance Date and / or the required deadline for Final Completion will be adjusted only for Uncontrollable Circumstance and to the extent causes specified in the Amended and Restated Design-Build Contract. Documents.

1. Non-excusable delay: Non-excusable delays are those that are not attributable to an Uncontollable Circumstance and include actions or inactions of the CONTRACTOR, or events for which the CONTRACTOR has assumed contractual responsibility (including actions or inactions of subcontractors, suppliers, or material manufacturers at any tier) that would independently delay the completion of the Design-Build Work beyond the Scheduled Acceptance Date oand / or the deadline for Final Completioncurrent Contract completion date). No time extensions will be granted for non-excusable delays.

2. Excusable delay: Events that are attributable to an Uncontrollable Circumstance as and to the extent provided in the Amended and Restated Design-Build Contract, which are unforeseeable, outside the control of, and without the fault or negligence of either the CITY or the CONTRACTOR (or any party for whom either is responsible), which would independently delay the completion of the Design-Build Work beyond the Scheduled Acceptance Date and / or deadline for Final Completion. current Contract completion date. The CONTRACTOR is entitled to a time extension only. No other damages will be approved.

3. Compensable delay: Actions or inactions of the CITY, or events for which the CITY has assumed contractual responsibility, which would independently delay the completion of the Work beyond the current Contract completion date. TSubject to subparagraph 4, below, the CONTRACTOR is entitled to a time extension (as described in subparagraph 2, above) and delay damagesrelated price relief in connection with delays that are attributable to an Uncontrollable Circumstance as and to the extent provided in the Amended and Restated Design-Build Contract.

4. Concurrent delay: Concurrent delay is anythe combination of paragraph 1 and either 2 or 3the above occuring 3 types of delay occurring on the same calendar date. a. Exception to concurrent delay: Cases where the combination consists of 2 or more instances of the same type of delay occurring on the same calendar date.

When one cause of delay is attributable to an Uncontrollable Circumstance (as described in subparagraph 2 above) and CITY -caused or caused by an event which is beyond the control and without the fault or negligence of either the CITY or the CONTRACTOR and the other a non-excused delay (as described in subparagraph 1 above)CONTRACTOR-caused, the CONTRACTOR is entitled only to a time extension and no delay damagesprice relief pursuant to the Amended and Restated Design-Build Contract.

B. If the CONTRACTOR believes that the CITY an Uncontrollable Circumstance has impacted its Design-Build wWork, such that the project completionScheduled Acceptance dDate and/or the deadline for Final Completion will be delayed, the CONTRACTOR must submit proof demonstrating the delay to the critical path. This proof, in the form of a Ttime Iimpact Aanalysis, may entitle the CONTRACTOR to an adjustment of Contract Timethe Scheduled Acceptance Date and/or deadline for Fial Completion, as applicable, to th extent provided for in the Amended and Restated Design-Build Contract.

C. Time impact analysis:

1. Use the most recently accepted Baseline Schedule and Progress sSchedule update DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 17
that is current relative to the time frame of the delay event (Cchange Oorder, third party delay, or other CITY -caused delayUncontrollable Circumstance-caused delay).

Represent the delay event in the schedule by:
a. Inserting new activities associated with the delay event into the schedule. b. Revising activity logic.
c. Revising activity durations.

2. If the pProject Design-Build sSchedule’s critical path and the forecast Acceptance Date and/or Final CcCompletion date are impacted as a result of adding this delay event to the schedule, a time extension equal to the magnitude of the impact may be warranted.

3. The tTime iImpact aAnalysis submittal must include the following information:
a. A fragment of the portion of the schedule affected by the delay event. b. A narrative explanation of the delay issue and how it impacted the schedule. c. A media containing the schedule file used to perform the tTime iImpacta Analysis.

D. Indicate clearly that the CONTRACTOR has used, in full, all Pproject float available for the work Design-Build Work involved in the request, including any float that may exist between the CONTRACTOR’s planned completion date and the Ccontractually required completion date. Utilize the most recently accepted version of the Baseline Schedule and Progress sSchedule at the time of the alleged delay, and all other relevant information, to determine the adjustment of the Contract TimeScheduled Acceptance Date or the deadline for Final Completion, as applicable.

E. Adjustment of the Contract Times Scheduled Acceptance Date or the deadline for Final Completion, as applicable, will be granted only when the Cocntract fFloat has been fully utilized and only when the revised date of completion of the Design-Build Work has been pushed beyond the Contract completion Scheduled Acceptance dDate or the deadline for Final Completion, as applicable. Adjustment of the Contract Times will be made only for the number of days that the planned completion of the applicable Design-Build wWork has been extended.

F. Actual delays in activities which do not affect the critical path work or which do not move the CONTRACTOR’s planned Acceptance Date or Final Completion date beyond the contractually required completion date beyond the Contract completion date will not be the basis for an adjustment to the Contract TimeScheduled Acceptance Date and/or deadline for Final Completion, as applicable.

G. If completion of the project occurs within the specified Contract Time, the CONTRACTOR is not entitled to job-site or home office overhead beyond the CONTRACTOR’s originally planned occupancy of the site.

H.G. Notify ENGINEER CITY of a request for Contract Time adjustment the Scheduled Acceptance Date and/or deadline for Final Completion, as applicable, as a result of Uncontrollable Circumstances.. Submit request as specified within the Amended and Restated Contract. Documents. In cases where the CONTRACTOR does not submit a request for Contract Time adjustment for a specific change order, delay, or CONTRACTOR request within 5 calendar days of delay or impact, then it is mutually agreed that the particular change order, delay, or CONTRACTOR request has no time impact on the Contract completion date and no time extension is required.

I.H. ENGINEER CITY will respond within 30 calendar days after receipt of CONTRACTOR’s DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PROGRESS SCHEDULES AND REPORTS DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 16 - 18
request for a time adjustment, a Contract Time adjustment, request any supporting evidence, review the facts, and advise the CONTRACTOR in writing in accordance with the Amended and Restated Design-Build Contract.

J.I. CONTRACTOR shall include activities and logic to reflect delaying events and circumstances in each monthly Progress Schedule update and shall develop tTime iImpact aAnalyses for items which are determined to extend the cCritical pPath of the Pproject. It is understood that inclusion of these activities and logic do not reflect or coincide with any Contract Time Scheduled Acceptance Date or deadline for Final Completion adjustment until such time that ENGINEER CITY has made a final determination.

K.J.When ENGINEER CITYhas not yet made a final determination as to the adjustment of the Contract TimeScheduled Acceptance Date and/or Final Completion deadline, and the parties are unable to agree as to the amount of the adjustment to be reflected in the Progress Schedule, reflect that amount of time adjustment in the Progress Schedule as ENGINEER CITY may accept as appropriate for such interim purpose.

L.K.Upon final determination as to any adjustment of the Contract TimeScheduled Acceptance Date or deadline for Final Completion, provide an update to the most recently Approved Baseline Schedule and all future monthly Progress Schedule updates to reflect the agreed to Contract Time adjustment to the Scheduled Acceptance Date andor deadline for Final Completion represent the activities and logic stemming from the delaying event(s) as approved by ENGINEERCITY.

1.17 FINAL SCHEDULE SUBMITTAL
A. The final Schedule Update becomes the As-Built Schedule:

1. The As-Built Schedule reflects the exact manner in which the Pproject was constructed by reflecting actual start and completion dates for all activities accomplished on the project.

2. CONTRACTOR’s Project Manager and scheduler shall sign and certify the As-Built Schedule as being an accurate record of the way the project was actually constructed.

3. Retainage will not be released until final Schedule Update is provided.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PHOTOGRAPHS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 33 - 1
SECTION 01 32 33

PHOTOGRAPHS
PART 1 GENERAL

1.01 SUMMARY
A. This Section specifies progress photographs to be provided for pre-construction, during construction, and post-construction.

B. Related Sections: NOT USED

1. Section 01 33 00 - Submittal Procedures

2. Section 01 35 25 – Web Based Design and Construction Management System (DCMS)
C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

1.3. CITY: The City of San Jose, its staff, and representatives

1.02 SUBMITTALS

1. Submit Pre-construction, Construction and Post-construction video and photographs as indicated in this Section.

1.03 DIGITAL IMAGES
A. All phases of the Pproject including preconstruction, construction progress and post construction shall be documented photographically.

B. ENGINEER CITY shall have the right to select the subject matter and vantage point from which photographs are to be taken.

C. Archive images using a commercially available photo management system or DCMS.

D. Label each disc with the following information:

1. Project Name

2. CITY’s name

3. Date images were taken

4. CONTRACTOR’S name

5. Brief description of photos
E. All photographs shall be digital and with a minimum resolution of 2592x1944 pixels (5megapixels) and a minimum 24-bit, millions of color.

F. When supported by the camera’s functionality, the date stamp shall be displayed on each image.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PHOTOGRAPHS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 33 - 2
G. All photographs shall be stored in .jpeg file format.

1.04 PRECONSTRUCTION PHOTOGRAPHS
A. Before construction may start and before the CONTRACTOR may begin any work that may cause site disturbance, CONTRACTOR shall provide and deliver to ENGINEER CITY digital still photographs to provide site coverage on a compact disc (CD) or Digital Video Disc (DVD) with proper labeling.EADOCs.

B. Photographs shall be acceptable to the Construction Manager prior to commencing work.

C. Preconstruction Photographs of the site and any adjacent areas may serve as a basis for determining subsequent damage due to the CONTRACTOR’s operations.

1.05 PRE-CONSTRUCTION VIDEO
A. Prior to commencement of construction, the CONTRACTOR and CITY Construction Manager, accompanied by a professional Videographer hired by the CONTRACTOR shall survey the site including all entrance roads, parking and storage areas and any other areas that will be affected by construction, and video record existing facilities and conditions. Video shall be in digital format with adequate resolution to produce sharp and clear images with accurate colors and free of distortion. Audio commentary shall be provided describing the areas and items viewed and direction with additional commentary as requested by the ENGINEERCITY.

B. Video-audio recording shall be acceptable to the ENGINEER CITY prior to commencing work.

1.06 CONSTRUCTION PHOTOGRAPHS
A. Photographs during construction shall demonstrate progress, showing every aspect of the site and any adjacent areas, including interiors and exteriors or new or impacted areas or structures.

B. Photographs shall also be taken prior to demolition, during demolition and at other significant stages of construction.

C. On a weekly basis, take a minimum of forty (40) photographs.

D. Every month provide CITYENGINEER with an acceptable electronic submittal containing photographs taken during the past month.

E. The CD or DVD photographs shall have the proper labeling as indicated in Section

1.03. 1.07 POST CONSTRUCTION PHOTOGRAPHS
A. Upon issuance of Substantial Completion, CONTRACTOR shall provide and deliver to ENGINEER CITY as many digital still photographs as necessary to document completed work on a CD or DVD EADOCs with proper labeling.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PHOTOGRAPHS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 32 33 - 3
B. These photographs should be identical or similar to the subject matter and vantage point as the photographs taken during preconstruction. These photos may be compared to preconstruction images and may be used to determine subsequent damage due to CONTRACTOR’s operations.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PLANT SAFETY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 23 - 1
SECTION 01 35 23

PLANT SAFETY REQUIREMENTS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Safety requirements applicable to the Work.

B. NOT USED. Section 7-1.09 Public Safety of the July 1992 City of San Jose Standard Specifications (page 7-17) shall have this specification added to address Construction Safety at the San José-Santa Clara Regional Wastewater Facility (FACILITY).

C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-of-Record for the Dewatering Project

1.3. CITY: The City of San Jose, its staff, and representatives

1.02 CONSTRUCTION SAFETY
A. CONTRACTOR’s Responsibility

1. Attention is directed to Sections 7-1.01E, “Trench Safety”, 7-1.06, “Safety & Health Provisions”, 7-1.09, “Public Safety”, 7-1.12, “Responsibility for Damage,” and 7-

1.121 “Protection of Contractor’s Work & Property” of the July 1992 City of San Jose Standard Specifications.

2. The CONTRACTOR shall be solely and completely responsible for conditions of the job site, including safely of all persons, including employees and property, during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor, the California Occupational Safety and Health Act (OSHA), and all other applicable Federal, State and local laws, ordinances, codes, the requirements set forth below, and any regulations that may be detailed in other parts of these documents. Where any of these are in conflict, the more stringent requirement shall be followed. The CONTRACTOR’s failure to thoroughly familiarize himself with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth herein.
a. The CONTRACTOR shall develop and maintain, for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The CONTRACTOR shall appoint an employee who is qualified and authorized to supervise and enforce compliance with the safety program. b. The duty of the ENGINEER CITY to conduct construction review of the CONTRACTOR’s performance is not intended to include a review or approval of the adequacy of the CONTRACTOR’s safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site. c. The CONTRACTOR, as part of this safety program, shall maintain at his office or other well-known place at the job site, safety equipment applicable to the work as prescribed by the aforementioned authorities, all articles necessary for giving first aid to the injured, and shall demonstrate an understanding of the FACILITY DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PLANT SAFETY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 23 - 2
procedures established for emergency care of persons who may be injured on the job site.
d. If a claim is made by anyone against the CONTRACTOR or any subcontractor on account of any accident, the CONTRACTOR shall promptly report the facts in writing to the ENGINEERCITY, giving full details of the claim. Such notice shall be in addition to any other notice requirements which may apply to such claims.

B. FACILITY Safety Orientation
Each CONTRACTOR and all subcontractors shall be required to attend a pre-construction meeting to receive a Safety Orientation by the Environmental Services Department Safety Officer regarding FACILITY safety issues and measures. Alternatively, CONTRACTOR may substitute the witnessed viewing of a Facility FACILITY Safety Video provided by ENGINEERCITY. The viewing of the video shall be evidenced by an appropriate attendance sheet signed by a CONTRACTOR management representative. Evidence of this witnessed viewing of the video shall be required as a condition of issuing a FacilityFACILITY security badge to access the site. Contractor CONTRACTOR understands and agrees that certain locations, operations and materials may require supplemental safety briefings/orientations prior to work being allowed to proceed.

C. Incident or Accident Emergency at the FACILITY
In the event of an accident or incident during construction, CONTRACTOR shall immediately notify the FACILITY Computer Room. FACILITY Computer Room shall call 911 for accident involving bodily injury, fire hazard, damage to gas piping, flooding and similar occurrences, requiring an immediate emergency response. CONTRACTOR shall also comply with all CAL-OSHA notification requirements.

The FACILITY Emergency Control Center is in the Computer Room located inside the Administration Building. Computer Room Staff can be reached 24 hours day and night at phone number 408-635-4000.

D. FACILITIES Operation
CONTRACTOR personnel shall not operate, by any means, existing FACILITIES.

CONTRACTOR shall submit 72-hour advanced notice to ENGINEER CITY for any required FACILITY change in operation including valve lockup and tagging for system shutdown for each individual project. CITY staff will execute the shutdown after the request has been approved.

E. Training & Certificates
CONTRACTOR personnel shall have sufficient training and certificates in performing work such as confined space entry, asbestos material removal, welding, diving, heavy equipment operation, and others. Up-to-date certificates for all personnel performing such work shall be provided to ENGINEER CITY or FACILITY area supervisor before the start of the work.

F. Equipment Operation
All cranes and hoists, forklifts, confined space rescue equipment, gas monitors, diving gear, and welding tools or other equipment shall be certified or verified (tested or calibrated) for their operability and rated capacity. CONTRACTOR shall present those certificates to ENGINEER CITY and FACILITY area supervisor before the start of the work.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PLANT SAFETY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 23 - 3
G. Confined Space Entry

1. No confined-space entry is allowed unless specifically approved by the ENGINEERCITY. A CONTRACTORIf CONTRACTOR or a subcontractor is planning a confined-space entry on FACILITY grounds, CONTRACTOR must submit a copy of the company’s confined-space program to the ENGINEERCITY. CONTRACTOR must be prepared to follow California Code of Regulations (CCR), Title 8, Sections 5156, 5157 and 5158 governing confined space entry, as well as the procedures followed by FACILITY personnel as described in the Environmental Services Department’s Confined Space Program, which can be obtained upon request from ENGINEERCITY.

CONTRACTOR is responsible for supplying own certified rescuer and rescuing equipment at no additional cost to the CITY. The cost for rescue services should be included in the CONTRACTOR’s bid price. CONTRACTOR must notify the ENGINEER CITY and the FACILITY Emergency Control Center of the time and date prior to confined space entry.

2. Any diving in a confined space must comply with California Code of Regulations (CCR), Title 8, Section 6056, Subchapter 7, Group 26- Diving Operations and with Association of Diving Contractors (ADC) Consensus Standards. Any diving in a confined space must also comply with Environmental Services Department’s Hazardous Energy Control Program otherwise referred to as Lock Out Tag Out (LO/TO), which can be obtained upon request from CITY Hot Work Responsibilities H. Hot Work Responsibilities
Fire resulting from hot work could significantly affect FACILITY operations. Hot work includes brazing, cutting, grinding, soldering, torch-applied roofing, and welding. No hot work is permitted without authorization from the ENGINEERCITY. A signed hot work permit must be issued by the responsible CITY party. Specific firefighting equipment and protection gear will be required at the hot work site before any work can be started.

Refer to the Environmental Services Department’s Hot Work Safety Program, which can be obtained upon request from CITY.

I. Fall Prevention: CONTRACTOR working at heights, on ladders or using fall protection equipment shall submit to ENGINEER CITY a Fall Prevention Program that is equivalent to or more restrictive than the Environmental Services Department’s Fall Prevention Program, which can be obtained upon request from CITY.

1.03 SUBMITTALS
A. Pursuant to Section 01 33 00, s ubmit, as applicable, after the Award of Contract:CONTRACTOR has submitted its Health and Safety Plan meeting the following requirements, and CONTRACTOR’s HSP has been reviewed by CITY.

1. Health and Safety Plan (HSP)
a. The CONTRACTOR or CONTRACTOR’s representative shall prepare a site-specific Health and Safety Plan (HSP). At the minimum, the HSP shall address the following:

1. Job Hazard Analysis (JHA) which in tabular form identifies job tasks and associated hazards and methods in which the CONTRACTOR will abate or control those hazards.

2. CONTRACTOR’s plan to protect workers (such as providing personnel training, personal protective equipment, and respiratory protective devices) while DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT PLANT SAFETY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 23 - 4
working in the presence of contaminated or hazardous materials.

3. Establishment of exclusionary site work zones and security measures

4. Implementing and conducting dust control measures, ambient air monitoring for health and safety purposes, and administering contingency plans, if necessary b. The HSP shall be prepared, signed, and submitted for ENGINEER CITY review. c. The HSP shall be reviewed and signed by the CONTRACTOR and all personnel, including subcontractors, who will be engaged in or overseeing Work in the construction zones
d.b.A copy of the HSP shall be reviewed by all personnel working in the construction areas, including personnel not employed by the CONTRACTOR or his subcontractors. CONTRACTOR shall review the HSP with all subcontractor and employees and shall certify that these reviews have occurred if requested by CITY.
c. The HSP shall be conformed to the requirements of all local, state, and federal ordinances, rules, regulations, and guidelines concerning occupational health and safety issues, including OSHA regulation 29 Code of Federal Regulations (CFR) 1910.120.
e.d.Any updates to the HSP shall be submitted to the CITY.

2. Mandatory Safety Program: Injury and Illness Prevention Program (IIPP) or Safety Work Plan.

3. Material Safety Data Sheets (MSDS’s): Any hazardous material brought onto the FACILITY site by CONTRACTOR or subcontractors.

4. Hot Work Program: For welding, torching, cutting, brazing, etc., around combustible or hazardous materials.

5. Confined Space Program: For confined space entry.

6. Fall Prevention Program: For working on ladders, at heights or using fall protection equipment.

7. Training Certificate or License: Asbestos removal, welding, diving, and heavy equipment operation (for cranes, forklifts, etc.), confined-space entry and rescue, etc.

8. Calculations: Seismic design for equipment support, shoring for deep soil excavation, adequacy check of existing floor and structures for support of moving loads, etc.

PART 2 NOT USED
PART 3 NOT USED
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT AIR QUALITY/GHG EMISSIONS MEASURES DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.01-1
SECTION 01 35 43 .01

AIR QUALITY AND GREENHOUSE GAS EMISSIONS MEASURES
PART 1 GENERAL

1.01 SUMMARY
A. The CONTRACTOR shall not initiate physical construction work activities at the Pproject site, including equipment mobilization, until the CITY has provided written Contruction nNotice to Pproceed (NTP), including separate Construction Notice(s) to proceed for any Early Works Package. .

B. Whenever the CONTRACTOR is negligent in implementing the measures described in this section, the ENGINEER CITY may direct the CONTRACTOR to implement the measures. If the CONTRACTOR does not immediately comply with the direction, the ENGINEER CITY has the authority to suspend all or part of the work for as long as deemed necessary until the CONTRACTOR implements the measures above to the ENGINEER's CITY's satisfaction at no additional cost to the CITY. The CITY may implement these measures and charge the CONTRACTOR by deducting the cost from any partial payments to the CONTRACTOR as costs incurred by the CITY.

C. Definitions: The following definitions are used throughout this specification section:
1) CONTRACTOR: The Design-Builder for the Dewatering Project 2) ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
1)3) CITY: The City of San Jose, its staff, and representatives

1.02 REFERENCES
Bay Area Air Quality Management District (BAAQMD): 2017 Clean Air Plan is the standard document which is refrenced in this section.

PART 2 PRODUCTS (NOT USED)

2.01 AIR QUALITY CONSERVATION PRODUCTS
A. The CONTRACTOR shall provide the materials necessary to implement the measures listed in this section.

PART 3 EXECUTION

3.01 BASIC CONSTRUCTION CONTROL MEASURES
A. Implement the following measures within Regional Wastewater Facility, including areas east of Zanker Road, RWF to avoid conflicting with the BAAQMD 2017 Clean Air Plan:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT AIR QUALITY/GHG EMISSIONS MEASURES DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.01-2

1. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day to reduce visible dust emissions, unless otherwise approved by the ENGINEER CITY due to wet weather conditions.

2. All haul trucks transporting soil, sand, or other loose material off-site shall be covered.

3. All visible mud or dirt tracked-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day.

The use of dry power sweeping is prohibited.

4. All vehicle speeds on unpaved roads shall be limited to 10 mph.

5. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used.

6. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage noting that idling time shall not exceed five minutes will be provided for construction workers at all access points.

7. All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications.

8. Post a publicly visible sign with the Code Enforcement telephone number (408) 535-7770 as the contact at the CITY regarding dust complaints. The Air District’s phone number shall also be visible.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT TRAFFIC AND TRANSPORTATION MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.02-1
SECTION 01 35 43.02

TRAFFIC AND TRANSPORTATION MITIGATION
PART 1 GENERAL

1.01 GENERAL MEASURES
A. The CONTRACTOR shall comply with all federal, state, local and any governing authority regarding their construction traffic operations.

B. The CONTRACTOR shall have qualified flaggers present onsite daily if required by the Traffic Control Plan.

C. The CONTRACTOR parking shall be limited to designated areas within the project site. No CONTRACTOR parking or other construction uses (e.g. queuing/staging haul trucks, staging or offloading equipment or materials) are allowed on adjacent City streets or sidewalks.

D. The CONTRACTOR shall adhere to the CITY established access locations and haul routes for construction trucks and staging areas.

E. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-ofRecord for the Dewatering Project

1.3. CITY: The City of San Jose, its staff, and representatives

1.02 IMPLEMENT COORDINATED TRANSPORTATION MANAGEMENT PLAN [PROJECT C-TR] A. The CONTRACTOR shall create and implement a Traffic Control Plan that meets the requirements of this Section. To the extent applicable, the Traffic Control Plan shall also conform to Caltrans Manual of Traffic Controls for Construction and Maintenance Work Areas. The CONTRACTOR shall submit the Traffic Control Plan to the ENGINEER CITY for review and approval at least 10 working days prior to the start of construction activities. CONTRACTOR shall coordinate with the ENGINEER CITY and other Pproject CONTRACTORScontractors in developing circulation and detour plans that include safety features (e.g., signage and flaggers). CONTRACTOR’s plan shall be coordinated with the overall FACILITY Traffic Management Plan, which will be provided to CONTRACTOR by ENGINEERCITY. The Traffic Control Plan shall include:

1. Full and partial roadways closures

2. Circulation and detour plans to include the use of signage and flagging to guide vehicles through and/or around the construction zone, as well as any temporary traffic control devices

3. Bicycle/Pedestrian detour plans, where applicable

4. Parking along public roadways

5. Haul routes for construction trucks and staging areas for instances when multiple trucks arrive at the work sites
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT TRAFFIC AND TRANSPORTATION MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.02-2
CONTRACTOR has previously submitted its Transportation and Site Access Analysis (Fehr and Peers, June 2021), which includes analysis of haul routes.

The analysis did not identify the need for public roadway closures, detours, changes to public parking, or bicycle / pedestrian detours.

B. In the event that more than one construction contract is issued for work in the same vicinity (i.e., ¼-mile), the CONTRACTOR, with the assistance of the CITY, shall coordinate the Traffic Control Plans to address overlapping construction schedules and activities, truck arrivals and departures, lane closures and detours to minimize impacts to public roads.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT CULTURAL AND HISTORIC RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.03-1
SECTION 01 35 43.03

CULTURAL AND HISTORIC RESOURCES MITIGATION
PART 1 GENERAL (NOT USED)

1.01 DEFINITIONS:

A. The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

2.013.01 TRAINING
A. All CONTRACTOR personnel must complete the environmental training provided by the CITY that discusses the nature of cultural resources and potential materials that may be encountered. In addition, the CONTRACTOR personnel must take a combined environmental and safety quiz based on the information presented in the training and submit the completed quiz to the ENGINEERCITY. If new construction personnel are added to the Pproject, the CONTRACTOR shall ensure that new personnel receive the appropriate training and complete the quiz before they start working.

2.023.02 ACCIDENTAL DISCOVERY OF ARCHAEOLOGICAL RESOURCES A. If archaeological or historic resources are discovered during construction, the CONTRACTOR shall immediately stop all activities within 100 feet of the discovery, notify the ENGINEERCITY, and install fencing or staking to prevent vehicles, equipment or personnel from entering the area. No photos shall be taken.

B. The CONTRACTOR CITY shall retain a Secretary of the Interior-qualified archeologist to inspect the findings within 24-hours of discovery.

C. If required by the nature of the unanticipated discovery encountered and as directed by ENGINEERCITY, the CONTRACTOR shall relocate operations and adjust their construction schedule to allow implementation of appropriate historical, paleontological, or archaeological management procedures by the CITY.

D. The CONTRACTOR shall not resume work in the affected area until authorization is received from the ENGINEERCITY.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT CULTURAL AND HISTORIC RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.03-2

2.033.03 ACCIDENTAL DISCOVERY OF HUMAN REMAINS
A. In the event of an unanticipated discovery of human remains during construction, the CONTRACTOR shall immediately stop all activities within 100 feet of the discovery, notify the ENGINEERCITY, and install fencing or staking to prevent vehicles, equipment or personnel from entering the area, so no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent remains occurs. No photos shall be taken.

B. The ENGINEER CITY shall notify the Santa Clara County Coroner to determine whether or not the remains are Native American.

C. If no satisfactory agreement can be reached as to the disposition of the remains pursuant to State law, the CONTRACTOR shall re-inter the human remains and items associated with Native American burials on the property in a location identified by the CITY and qualified archaeologist (generally a location not subject to further subsurface disturbance).

D. The CONTRACTOR shall not resume work in the affected area until authorization is received from the ENGINEERCITY.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT BIOLOGICAL RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.04-1
SECTION 01 35 43.04

BIOLOGICAL RESOURCES MITIGATION
PART 1 GENERAL

1.01 SUMMARY
All personnel, equipment, Pproject related-vehicles, and materials shall avoid designated environmentally sensitive features.

Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

1.3. CITY: The City of San Jose, its staff, and representatives PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

3.01 TRAINING
All CONTRACTOR personnel must complete the environmental training provided by the CITY. The training will include a description, representative photographs, and legal status of each special-status species and habitat, and the penalties for not complying with biological mitigation requirements. In addition, CONTRACTOR personnel must take a combined environmental and safety quiz based on the information presented in the online training and submit the completed quiz to the ENGINEERCITY. If new construction personnel are added to the Pproject, the CONTRACTOR shall ensure that new personnel receive the appropriate online training and complete the quiz before they start working.

The ENGINEER CITY will provide a copy of all of the PROJECT’s environmental permits and CEQA documentation to the CONTRACTOR if applicable. The CONTRACTOR shall provide copies of these to all SUBCONTRACTORS. The CONTRACTOR shall make copies of all the environmental permits and CEQA document readily available at the PROJECT site and will present copies of the permits to the CITY or regulatory agency representatives upon request.

3.02 GENERAL MEASURES
The CONTRACTOR shall maintain a clean work area and provide closed garbage containers for the disposal of all food-related trash items (e.g., wrappers, cans, bottles, food scraps). All garbage shall be removed from the Pproject site and placed in a closed container from which garbage shall be removed, at minimum, weekly to prevent attraction of wildlife to the site.

Smoking is restricted to designated areas or within a closed vehicle.

Personnel shall not feed or otherwise attract fish or wildlife to the Pproject area.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT BIOLOGICAL RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.04-2
No pets or firearms shall be allowed in the construction limits.

The CONTRACTOR shall not handle, disturb, move or harass any wildlife or nests.

Contact the ENGINEER CITY if wildlife or nests are encountered.

Any CONTRACTOR employee who inadvertently injures or kills a special-status species or finds one dead, injured, or entrapped shall immediately report the incident to the ENGINEERCITY. The ENGINEER CITY will notify the appropriate resource agencies.

The CONTRACTOR shall provide written notice to the ENGINEER CITY prior to all fencing installation and removal to ensure that the ENGINEER CITY has the option to be present during installation and removal of all fencing.

The CONTRACTOR shall inspect fencing (or related) materials a minimum of once per week to confirm it is secure and being properly maintained.

Any fencing work includes the CONTRACTOR furnishing and installing fencing, inspecting and maintaining fencing during construction, and removal of fencing when construction is complete.

The CONTRACTOR shall direct all drainage from areas where chemical spills could occur away from sensitive habitat and wildlife.

3.03 VEHICLES AND EQUIPMENT
Off-road travel by Pproject-related vehicles and construction equipment shall be restricted to designated routes in the construction work area.

Vehicles or construction equipment maintenance shall be performed in designated staging areas. No fueling, cleaning, or maintenance of equipment and vehicles shall take place within any areas where an accidental spill could potentially discharge into stream, sensitive habitat, or storm drain inlet.

3.04 NESTING BIRD PROTECTION MEASURES
The CONTRACTOR shall not disturb active nests containing nesting birds, eggs, and/or young.

1. If active nests are encountered during construction, work must stop, and the ENGINEER CITY should be notified immediately. A survey must be performed by the CONTRACTORSCITY’S qualified biologist before construction work can proceed.

If surveys identify evidence of active nests, the CONTRACTOR shall install visible fencing to establish the limits of the exclusion zone at the direction of the qualified biologist.

1. A minimum 300-foot no-disturbance exclusion zone shall be established around any active raptor nests located during the nesting season (February 1 through August 31).

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT BIOLOGICAL RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.04-3

2. A minimum 100-foot no-disturbance exclusion zone shall be established around any active passerine nests located during the nesting season (February 1 through August 31).

3. At a minimum, fencing should be 3 to 4 feet high, with stakes or posts every 6 to 10 feet for sturdy support.

The qualified biologist will determine if consultation with the California Department of Fish and Wildlife and/or US Fish and Wildlife Service is required.

3.05 BURROWING OWL PROTECTION MEASURES
The CONTRACTOR shall not disturb burrowing owls and any occupied burrows or nests.

If burrowing owls are encountered during construction, work must stop, and the ENGINEER CITY should be notified immediately. A survey must be performed by the CONTRACTORS CITY’s qualified biologist before construction work can proceed.

If surveys identify evidence of western burrowing owls within 250-feet of the Project area, the CONTRACTOR shall:

1. Establish a 250-foot exclusion zone around the occupied burrow or nest, as directed by the qualified biologist

2. Avoid the exclusion zone and all nests that could be disturbed by Project PROJECT construction activities during the remainder of the breeding season or while the burrow is occupied by adults or young.

3. Not resume construction activities within the 250-foot zone until the ENGINEER CITY provides written NTP.

If avoidance of occupied burrows is not feasible during February 1 to August 31 breeding season, construction may occur within 250 feet of the occupied burrows if the burrows are not disturbed and the CONTRACTORs qualified biologist prepares and implements a Monitoring Plan which meets Habitat Conservation Plan (HCP; Condition 15) requirements and is approved by the California Department of Fish and Wildlife and the Santa Clara Valley Habitat Agency.

If avoidance of occupied burrows is not feasible during September 1 to January 31 nonbreeding season, construction may occur within 250 feet of the overwintering burrows as long as the CONTACTORS qualified biologist monitors the owls for at least 3 days prior to Project construction and during construction and finds no change in owl foraging behavior in response to construction activities. If there is any change in owl foraging behavior as a result of construction activities, activities shall cease within the 250-foot exclusion zone.

3.06 MINIMIZE LIGHT POLLUTION
Lighting during nighttime activities shall be restricted to the necessary work area to satisfy safety requirements. The CONTRACTOR shall direct all lighting downward and provide shielding of lighting, as necessary, to avoid light spillage into adjacent open space.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT BIOLOGICAL RESOURCES MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.04-4

3.07 ORDINANCE TREE PROTECTION MEASURES
If trees located on site will be retained after construction, the CONTRACTOR shall implement and maintain tree protection measures as directed by the ENGINEERCITY. If such trees are injured or damaged by reason of the CONTRACTOR’s operations, they shall be restored, replaced or fees paid at the CONTRACTOR’s expense.

The CONTRACTOR will install and maintain fencing to protect trees as directed by the ENGINEERCITY.

The CONTRACTOR shall adhere to the exclusion zones established by the ENGINEERCITY and the MMRP. At a minimum, this zone will encompass the drip line of the tree and shall be noted on the Pproject drawings. No equipment shall be stored or parked within the drip line of a tree unless approved by the CITY.

1. Where the ENGINEER allows work or equipment within the drip line of a tree, the CONTRACTOR shall protect roots as directed by the ENGINEERCITY.

3.08 AVOIDANCE AND PROTECTION OF JURISDICTIONAL WATERS
The CONTRACTOR shall install fencing to establish the limits of the exclusion zone around the sensitive water feature at the direction of the ENGINEERCITY.

1. A protective barrier shall be constructed around water features adjacent to the Project at the “top of bank” or at the feature boundary to isolate them from Project activities.

2. The CONTRACTOR shall install signage on the fencing identifying the sensitive water feature and restriction of construction activities.

3. Equipment and materials shall not be stored or stockpiled in an area where runoff may enter a stream, sensitive habitat, riparian, or wetland area.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1
SECTION 01 35 43.05

HAZARDS AND HAZARDOUS MATERIALS MITIGATION
PART 1 GENERAL

1.01 SUMMARY
A. The CONTRACTOR shall adhere to all local, state, and federal regulations related to the use, transport, handling, and disposal of hazardous materials.

B. The CONTRACTOR shall be solely and fully responsible for compliance with all laws, rules, and regulations applicable to health and safety during the performance of the construction work.

C. Section Includes: Procedures required when encountering hazardous materials at the Work site including all associated excavation, removal, handling, disposal and backfill as specified.

D. Related Sections: NOT USED
E. Section 01 29 00 – Payment Procedures
F. Section 01 35 23 - Plant Safety Requirements
E. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-of-Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 REFERENCES
A. California Health and Safety Code, Section 25117
B. State of California Code of Regulations (CCR)

1. Title 8. Industrial Relations: Division 1. Department of Industrial Relations

2. Title 22. Social Security
a. Division 4. Environmental Health
b. Division 4.5. Environmental Health Standards for the Management of Hazardous Waste
C. United States Code of Federal Regulation (CFR), Title 29 and Title 40

1. 29 CFR 1910 Occupational Safety and Health Standards DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1

1.03 SUBMITTALS
A. Health and Safety Plan (HSP)

1. At a minimum, the HSP shall address the following to protect workers from potential exposure to contaminated materials:
a. All required measures to protect construction workers and the Regional Wastewater Facility (FACILITY) workers by including engineering controls, monitoring, and security measures to prevent unauthorized entry to the construction area and to reduce hazards outside of the construction area. If prescribed contaminant exposure levels are exceeded, personal protective equipment shall be required for workers in accordance with state and federal regulations. b. Required worker health and safety provisions for all workers potentially exposed to contaminated materials, in accordance with state and federal worker safety regulations (i.e., HAZWOPER training [24 or 40-hour course with annual 8-hour refreshers]), and designated qualified individual personnel responsible for implementation of the HSP.
c. Procedures to be implemented if unknown subsurface conditions or contamination are encountered, such as previously unreported tanks, wells, or contaminated soils.

B. The HSP shall be submitted to the CITY following Design-Build Notice-to-Proceed and prior to Construction Notice-to-Proceed. The HSP shall be reviewed and approved by the CITY at least no more than 10 working days prior to the start of construction activities. Except for work authorized by the Early Works Package, Tthe CONTRACTOR shall not initiate physical ground disturbing work activities at the pProject site until the CITY has provided written Construction nNotice to Pproceed (NTP) and has approved the HSP.

C. Soil Management Plan (SMP)

1. The CONTRACTOR must prepare and submit a SMP that specifies the method for handling and disposal of contaminated soil and groundwater prior to construction. The SMP shall include all necessary procedures to ensure that excavated materials and fluids generated during construction are stored, managed, and disposed of in a manner that is protective of human health and in accordance with applicable laws and regulations. At minimum, the SMP shall include the following information:
a. Results of soil and/or groundwater sampling, if applicable. b. Step-by-step procedures for handling, stockpiling, storage, testing, and disposal of excavated material, including criteria for reuse and offsite disposal.
c. Procedures for containment, handling and disposal of groundwater generated from construction dewatering, the method to analyze DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1
groundwater for hazardous materials likely to be encountered, and the appropriate treatment and/or disposal methods.

2. The SMP shall be provided to CITY following Notice to Proceed and prior to the City’s issuance of a Construction Notice to Proceed. The SMP shall reviewed and approved by the CITY within 10 business days of receipt from CONTRACTOR at least 10 working days prior to the start of construction activities. Except for work authorized under the Early Works Package, Tthe CONTRACTOR shall not initiate work physical ground disturbing construction activities at the pProject site until the CITY has provided written Construction nNotice to pProceed (NTP) and has approved the final SMP .

PART 2 PRODUCTS
A. The CONTRACTOR shall provide all materials necessary to implement the Health and Safety Plan.

B. The CONTRACTOR shall provide all materials necessary to implement the Soil Management Plan.

PART 3 EXECUTION

3.01 PRE-CONSTRUCTION HAZARDOUS MATERIALS ASSESSMENT
A. The CITY shall provide any available site-specific sampling reports or analytical data to the CONTRACTOR for review.

B. The CONTRACTOR shall review all site-specific sampling report(s) attached to this contract and/or attached information about potential soil and groundwater contaminants anticipated to be present in the Project area, to inform appropriate materials handling procedures and to inform the creation of the Health and Safety Plan and Soil Management Plan. The Health and Safety Plan and Measures.

3.02 HEALTH AND SAFETY PLAN AND MEASURES
A. The CONTRACTOR must instruct workers on recognition and reporting of materials that may be hazardous.

1. The CONTRACTOR shall be responsible to make sure that all personnel performing work in the identified, potentially contaminated area(s) must have read and clearly understand the HSP.

2. A copy of the HSP shall be reviewed by all personnel working in the contaminated areas, including personnel not employed by the CONTRACTOR or subcontractors. No worker shall be allowed in these areas until he/she has signed and acknowledged receiving and understanding a copy of the HSP.

3. The CONTRACTOR shall retain a site health and safety supervisor fully trained pursuant to hazardous materials regulations be present during excavation, trenching, or cut and fill operations to monitor for evidence of potential soil contamination, including soil staining, noxious odors, debris DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1
or buried storage containers. The site health and safety supervisor must be capable of evaluating whether hazardous materials encountered constitute an incidental release of a hazardous substance or an emergency spill. The CONTRACTOR shall incorporate any comments by the site health and safety supervisor into the HSP.

B. The CONTRACTOR shall direct procedures to be followed in the event that an unanticipated hazardous materials release with the potential to impact health and safety is encountered. These procedures shall be in accordance with hazardous waste operations and regulations and specifically include, but are not limited to, the following: immediately stopping work in the vicinity of the unknown hazardous materials release; notifying the CITY and retaining a qualified environmental firm to perform sampling, remediation, and/or disposal.

3.03 HAZARDOUS MATERIAL PROCEDURES
A. When Hazardous Materials are encountered:

1. The CONTRACTOR shall notify the CITY immediately upon belief that the inadvertently discovered material is a hazardous waste.

2. The CONTRACTOR shall update the HSP and SMP appropriately. Plans for site remediation will be documented and submitted to the CITY for review and approval.

3. The CONTRACTOR shall identify and contact subcontractors and licensed personnel qualified to undertake storage, removal, transportation, disposal, and other remedial work required by and in accordance with Local, State and Federal laws and regulations.

4. The CONTRACTOR shall employ additional health and safety measures, as necessary, for all workers in accordance with OSHA guidelines.

5. The CONTRACTOR shall decontaminate all construction equipment used for the handling of contaminated material prior to use for other work elements or removal from site.

6. The CONTRACTOR will minimize delays by continuing performance of the Work in areas not affected by hazardous material operations.

3.04 EXCAVATION AND SEGREGATION OF MATERIALS
A. All excavated materials shall be inspected prior to initial stockpiling, and materials that are visibly stained and/or have a noticeable odor shall be stockpiled separately to minimize the amount of material that may require special handling and disposal. In addition, excavated materials shall be inspected for buried building materials, debris, and evidence of underground storage tanks; if identified, these materials shall be stockpiled separately and characterized in accordance with landfill disposal requirements. If some of the material does not meet the reuse criteria and/or debris is identified, these materials shall be disposed of at a permitted landfill facility.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1

1. Where CONTRACTOR encounters contaminated materials during excavations, the CONTRACTOR will screen the excavated material by examining the sample for visual evidence of contamination and then screening for volatile organic vapors using a photoionization detector (PID) or other direct reading instrument. Soil testing must be performed to determne the extent of contamination and to meet landfill testing criteria for disposal.

2. The CONTRACTOR shall take precautions to minimize the volume of soil classified as contaminated as a result of mixing between contaminated and non-contaminated soil during excavation. However, the excavation approach to remove the identified areas of contaminated soil shall be left to the discretion of the CONTRACTOR. The CITY shall not pay additional costs for additional contaminated soil generated by mixing or noncontaminated soils.

3. Measurement and payment of contaminated materials shall be per Section 01 29 00 – Payment Procedures

3.05 HANDLING OF CONTAMINATED LIQUID
A. CONTRACTOR shall provide and maintain a temporary dewatering and pumping system during the duration of this work to handle any liquid identified as contaminated liquid as a result of contact with the contaminated material during the excavation and stockpiling operation.

B. CONTRACTOR shall provide all temporary holding tank(s), oil/water/solids separator(s), pumping, piping, and any other necessary equipment to collect, transport, and pre-treat the contaminated liquid from the excavation and stockpiling areas. At a minimum, the CONTRACTOR shall provide a desilting tank for treatment of groundwater from dewatering operations before discharge.

1. CONTRACTOR shall be responsible for discharging the treated water as instructed by the CITY. CONTRACTOR will be responsible for disposal of the separated contaminated materials as instructed by CITY.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

4.01 PROJECT SPECIFIC INFORMATION
A. The Project Site is part of and within the existing FACILITY, and includes the site for the Dewatering Building, Digested Sludge Storage area, corridor for new electrical conduit, and the corridor for new piping.

B. The CITY has provided CONTRACTOR with previous sampling and analysis reports prepared for a variety of projects at the RWF (see Appendix 1 of the Design-Build Contract). In addition, the CONTRACTOR had sampling conducted by Forensic Analytical Consulting Services (FACS) (Soil Sampling and Analysis Report dated April 4, 2020 and the Limited Asbestos and Lab Survey Report dated May 5, 2020). . Copies of the reports are included in Volume 4 of the specifications.

The FACS reports referenced above found Mmetals and PCBs within the limits of the Work at the following locations and materials:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1

1. Soils with Metals Exceeding Environmental Screening Levels a. Dewatering Building Site
b. Digested Sludge Storage Site
c. Corridor for New Piping

2. Soils Characterized as California Hazardous Waste for Lead a. Digested Sludge Storage SiteArea adjacent to the digested sludge storage tank site as identified on the plans

3. Soils with Polychlorinated Chlorinated Biphenyls (PCB) Exceeding Environmental Screening Levels
a. Ductbank Routing near Switchgears M4 and M5 (refer to Soil Borings 17 and 27 in the FACs Soil Sampling and Analysis Report referenced above)Area above location for directional drill installed pipelines (Soil Boring #27)

4. LeadPaint Containing PaintLead
a. Existing Remote Digester Pipe – PipeProtective coating b. Existing Remote Digester Pumps – ProtectivePipe coating c. Existing Remote Digester Tunnel – Pipe rack support protective coating

2. CONTRACTORshall note that the sampling program was limited to a depth of approximately 3-ft around the triangle area of the Digested Sludge Storage Tank site and that any work conducted below this depth shall require additional sampling and testing. Sampling performed for the pipline corridor and the Dewatering Building areas was limited to approximately 3- ft to 4.5-ft (varies), and that work conducted below the sampled depth shall require additional testing. [NTD: Feedback coming from Walsh / BV regarding the applicability of previous paragraph, shown as stricken]

5. The sampling program conducted by CONTRACTOR in the area adjacent to the digested sludge dewatering tanks was limited to a depth of approximately 3-ft. No sampling or analysis was performed below this elevation, however all soils removed from this area are being handled as being hazardous for lead as outlined in the investigation report. Sampling performed for the pipline corridor along G-streel and the Dewatering Building areas was limited to approximately 3-ft to 4.5-ft (varies) and no contamination requiring special handling was identified. No sampling or analysis was performed below this elevation, any work conducted below this depth may require additional sampling and testing should contaminated soils be suspected.

C. SMP shall be provided and certified by a certified Industrial Hygienist addressing the hazards identified in the Appendix B FACSreferenced reports referenced above.

1. HSP and other shall include required job specific plans identified in the Division 1 specifications shall address the hazards identified in the Appendix B FACS reports referenced reportsabove.

D. If CONTRACTOR believes they have discovered any hazardous materials not specified in the Soil Sampling and Analysis Report or the Limited Asbestos and Lab Survey Report during the execution of work, CONTRACTOR shall immediately stop work on the affected area and notify the ENGINEER of RECORD and the CITY.

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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSE

ENVIRONMENTAL SERVICES DEPT HAZARDS AND HAZARDOUS MATERIALS MITIGATION DIGESTED SLUDGE DEWATERING PROJECT PROJECT#:7758
01 35 43.05-1

END OF SECTION

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-1
SECTION 01 35 43 14

ASBESTOS CONTAINING MATERIAL MANAGEMENT
PART 1 GENERAL

1.01 SUMMARY
A. This Section includes specifications for the abatement and disposal of Asbestos Containing Material (ACM) historically used in building and construction materials during construction of the FACILITY. The FACILITY was constructed originally in 1950s. Portions of Tthe Project site is are part of and within the developed area of the FACILITY FACILITY.

B. Related Sections: NOT USED

1. Section 01 35 23- Plant Safety Requirements

2. Section 01 35 43.05- Hazards and Hazardous Materials Mitigation

3. Section 01 35 43.15– Lead Containing Material Management

4. Section 01 35 43.16- Polychlorinated Biphenyls Management C. The FACILITY CONTRACTOR previously contracted an asbestos consultant to conduct a survey within the Project area. The findings of the survey are included in the report referenced in PART 4 of this Specification sSection.

D. In addition, the CITY conducted investigations of certain subsurface utilities, which identified those utilities made from or containing asbestos among other things, and provided the following report to the CONTRACTOR:

5.1. Headworks Project #7747/7701, Subsurface Utilities Investigation Report (Draft), Jacobs, October 2019
C.E.CONTRACTOR Should CONTRACTOR encounter previously unidentified and suspected ACM, CONTRACOR shall determine quantities of all the ACM identified at the Project site.

All quantities shall be determined by the CONTRACTOR and no claim for additional costs will be accepted. Any quantities implied in these Specifications are illustrative only and are not intended to represent actual quantities for bidding purposes.

1. CONTRACTOR shall furnish all labor, materials, services, insurance, equipment, and decontamination facilities to carry out the work identified in this specification and associated project drawings.

2.1. All asbestos work, if required, will be performed by persons knowledgeable, qualified and trained in the removal, treatment, handling and disposal of asbestos containing materials (ACM) and asbestos containing construction materials (ACCM).

In addition, such persons shall comply with applicable Environmental Protection Agency's Asbestos Hazard Emergency Response Act (EPA AHERA), California Occupational Safety and Health Administration (Cal/OSHA), Bay Area Air Quality Management District (BAAQMD) and local mandates. The CONTRACTOR or its subcontractor shall be duly licensed in the State of California in accordance with the provisions of Chapter 9 of Division 3 of the Business and Professions Code, as amended, and shall be currently certified by Cal/OSHA in asbestos abatement.

3.2. Where methods or procedures are specified in this specification section, they shall constitute minimum measures and shall in no way relieve CONTRACTOR of sole DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-2
responsibility for the means, methods, techniques, sequences or safety measures in connection with the work.

D.F. Description of Work

1. The Any ACM abatement work resulting from encountering previously unidentified ACM by the CONTRACTOR includes may include removal and proper disposal of all ACM and related material waste from the Project site. CONTRACTOR shall refer to ACM investigation report referred in Part 4 of this specification section for location and estimated quantities of ACM.

2. If the CONTRACTOR encounters any unidentified and/or untested material that is suspected to be asbestos-containing, the CONTRACTOR shall stop all work in the affected area and notify the ENGINEERCITY. The ENGINEER CITY will arrange for sampling and testing of the suspect material.

3. If so directed by the CITY, Tthe removal and disposal of any previously unidentified asbestos-containing materials shall be performed by the CONTRACTOR at the prices agreed to by the CITY.awarded for this Contract.

4. Work included:
a. Furnishing of all labor, materials, facilities, equipment, services, and insurance necessary to perform the work;
b. Maintenance of work area/site security;
c. Preparation of work area, including installation of containment and decontamination areas as required;
d. Removal, segregation, and/or containment of any ACM-containing materials encountered during the pProject work;
e. Clean-up and final decontamination of all work areas; f. Implementation of a worker protection program in compliance with all applicable regulations;
g. Proper storage, wrapping/bagging, labeling, transportation and disposal of all waste generated as part of ACM abatement activities;
h. Preventing ACM and/or asbestos fibers from migrating out of the work area(s); i. Cleaning all work areas at the end of each workday and collecting and storing all asbestos-containing waste as specified in Part 3 of this section; j. Disposal of hazardous and non-hazardous waste streams as specified herein.

G. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 CODES COMPLIANCE AND REGULATIONS
A. The CONTRACTOR will assume full responsibility and liability for compliance with all applicable Federal, State, and Local regulations. Specifically, regulations pertaining to work practices, protection of workers, visitors to the site, persons occupying areas Formatted: Not Highlight
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CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-3
adjacent to the site, hauling, and disposal. As required by all applicable Federal, State and local regulations, the CONTRACTOR is responsible for providing medical examinations, and maintaining medical records of personnel.

B. CONTRACTOR shall comply with all pertinent laws, rules, and regulations existing at the time of the work including, but not limited to the following:

1. Federal Regulations
a. United States Environmental Protection Agency (EPA), Title 40, Code of Federal Regulations (CFR), Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), National Emission Standard for Asbestos (40 CFR, Part 61, Subpart A & M).
b. 40 CFR 763 including all Appendices, Asbestos Hazard Emergency Response Act (AHERA)
c. 49 CFR Parts 171 through 180 – Department of Transportation (DOT), Hazardous Substances
d. 29 CFR 1926.1101 and 29 CFR 1910.1001 - Occupational Exposure to Asbestos e. 29 CFR 1910.134 and 42 CFR Part 84, Respiratory Protection f. 29 CFR 1910.1200, Hazard Communication
g. 29 CFR 1910.145, Accident Prevention Signs and Tags
h. 29 CFR 1910, Subpart I, Personal Protective Equipment i. 29 CFR 1910.1020, Access of Employee Exposure/Medical Records j. National Electrical Code, NFPA70

2. State and Local Regulations
a. The State of California, Business and Professions Code, § 7058.5 (Asbestos Certification) and other corresponding regulations in the California CONTRACTORs State License Board, Title 16, California Code of Regulations, Division 8 (16 CCR Division 8).
b. Title 8 CCR, Section 1529, Asbestos in Construction
c. Title 8 CCR, Section 341.6, Registration, Asbestos-Related Work d. Title 8, Division 1, Chapter 4, Division of Industrial Safety e. Title 8 CCR 3203, Injury and Illness Prevention Program f. Title 8 CCR 5194, Hazard Communication
g. Title 22 CCR 66699, Persistent and Bio-accumulative Toxic Substance h. Title 22 CCR, Hazardous Waste Handling
i. Health and Safety Code, Section 25249.5 and 25249.6
j. California Labor Code, Sections 6501.5, 6501.7, 6501.8, and 6501.9. k. Bay Area Air Quality Management District (BAAQMD): Regulation 11 Rule 2 l. City of San Jose or Santa Clara County, Fire Code, whichever is applicable,

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-4
d. National Fire Protection Association (NFPA), Standard 10, Standard for Portable Fire Extinguishers.
e. Department of Housing and Urban Development, Guidelines for the Evaluation & Control of Lead-Based Paint Hazards in Housing (2012 edition)

1.03 SUBMITTALS
A. CONTRACTORIn the event that previously unidentified ACM is identified at the Project Site and the CITY directs the CONTRACTOR to carry out abatement and remediation work as defined in this specification, CONTRACTOR shall submit the following documentation prior to the start of work:

1. A detailed job-specific plan of the work procedures to be used for the work to be completed. The plan shall be compliant with this specification and regulations. (CONTRACTOR’s ontractor’s ACM Work Plan)

2. A copy of the State Contractor’s Licensing Board Asbestos Certification in accordance with the California Business and Professional Code, § 7058.5.

3. Proof that the CONTRACTOR possesses a current California Class C Asbestos Removal License.

4. A copy of the CONTRACTOR’s current California DOSH registration to conduct asbestos-related work.

5. Proof of asbestos supervisor and worker training. Include a copy of the most current refresher training certificate as issued by a DOSH-approved training provider.

6. Physician’s written medical opinion, current to within one year that contractor’s employees can wear respiratory protection.

7. Documentation of respirator fit-testing for all contractor’s employees and agents who are required to wear a respirator. Fit-testing shall be current within one year.

8. Documentation of medical surveillance required in CCR Title 8, Sections 1529 (m) and 1532.1 (j).

9. If rental equipment is to be used during asbestos handling and disposal, a copy of the written notification concerning the intended use of the equipment that was furnished to the rental agency.

10. Submit any current and valid licenses, permits, and notices required by federal/state/local regulations and proof of timely transmittal of notices to the respective agency requiring the notices including, but not limited to:
a. California Division of Occupational Safety and Health in accordance with Title 8, Sections 1529 and 1532.1 (p).
b. Bay Area Air Quality Management District (BAAQMD) in accordance with Regulation 11 Rule 2.
c. Proof of BAAQMD permits for HEPA-filtered air filtration machines.

11. An emergency preparedness plan as specified in Paragraph 1.07 below.

12. Safety Data Sheets (SDS) for solvents, caustic stripping agents, paints, encapsulants, adhesives, detergents, and replacement materials, as necessary.

B. CONTRACTOR shall submit the following information on a daily basis during progression of the work or as requested:

1. Copies of daily personal air sample logs and analytical results.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-5

2. Copies of daily project site entry logbooks with information on worker and visitor access.

3. Logs documenting filter changes on respirators, HEPA vacuums, differential pressure air filtration devices, and other engineering controls.

C. CONTRACTOR shall submit the following close-out information following completion of the Project:

1. Any documentation listed in Paragraphs 1.03.A or 1.03.B above not collected during the Project.

1.04 QUALITY ASSURANCE
A. Qualifications:

1. Qualifications of CONTRACTOR (or Subcontractor as applicable):
a. Work performed under this Section shall be by a single CONTRACTOR. b. The CONTRACTOR shall have a minimum of five (5) years’ experience as an approved asbestos abatement contractor unless approved by the ENGINEER CITY to have less than five (5) years’ experience. If requested, the CONTRACTOR shall provide the names and locations of 5 projects of similar size and scope that he has completed within the previous five years.
c. CONTRACTOR must hold a current and valid asbestos license issued by the California Contractors ONTRACTOR’s State Licensing Board (CSLB). d. CONTRACTOR must hold a current and valid Certificate of Registration for Asbestos-Related Work issued by the California Department of Industrial Relations, Division of Occupational Safety and Health (Cal/OSHA). e. CONTRACTOR must hold all insurance and bonds as required by other sections of this specification and maintain as valid and current for the duration of the Pproject.

2. Qualifications of Asbestos Abatement Personnel:
a. All work shall be completed utilizing fully qualified persons who are trained, experienced, and knowledgeable in the proper techniques and procedures for asbestos abatement activities covered by this sSection. b. Asbestos Workers: All workers performing asbestos related work shall be currently certified as AHERA asbestos workers.
c. Asbestos in Construction Contractor Supervisor: The CONTRACTORontractor’s Supervisor shall be identified in writing and currently certified as an AHERA Asbestos Contractor Supervisor.

3. Qualifications of Analytical Laboratory:
a. CONTRACTOR shall submit asbestos air samples to an analytical laboratory that is accredited by the American Industrial Hygiene Association’s (AIHA) Industrial Hygiene Laboratory Accreditation Program (IHLAP). The CONTRACTOR shall choose another AIHA accredited lab if their current AIHA accredited lab does not maintain accreditation throughout the duration of this Pproject.

B. Pre-Construction Meeting: At least one week before work ACM abatement and remediation work commences, a pre-construction meeting shall be held at a location designated by the ENGINEERCITY. Attendees shall include the ENGINEER , CITY and CONTRACTOR; and others as necessary. The agenda shall include a review of Pproject DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-6
safety requirements, the CONTRACTOR’s Contractor's ACM Work Plan, emergency contacts and notification plan, containment and work area design, facility requirements, submittals, and any other issues pertinent to the safe execution of the asbestos abatement work.

1. Work shall not commence until all required submittals and plans have been approved by the ENGINEERCITY.

1.05 NOTICES
A. Post a list containing the names, addresses, and telephone numbers of CONTRACTOR, and emergency medical services.

B. Additional postings shall include:

1. Visitor Entry and Exit Log.

2. Employee Daily Sign in Log.

3. Entry and Exit Procedures.

1.06 SITE SECURITY
A. Access to the work areas shall be limited to authorized, trained and properly equipped personnel, including CONTRACTOR, Subcontractors, ContractorCONTRACTOR's employees, and regulatory agency inspectors.

B. Entry into the work area by unauthorized individuals shall be reported immediately.

C. CONTRACTOR shall be responsible for Project site security during abatement operations in order to protect work efforts and equipment.

1.07 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by CONTRACTOR prior to abatement initiation.

B. Emergency procedures shall be in written form and prominently posted. CONTRACTOR shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.

C. Emergency planning shall include considerations of fire, explosion, electrical hazards, slips, trips and falls, confined spaces, and heat related injury. Written procedures shall be developed and employee training in procedures shall be furnished by CONTRACTOR.

D. Employees shall be trained in evacuation procedures in the event of work place emergencies.

1. For minor injuries and illness, employees injured or otherwise incapacitated shall decontaminate following normal procedures with assistance from fellow workers, if necessary, before exiting the work area to obtain proper medical treatment.

2. For serious injury or illness, worker decontamination shall take least priority. After stabilizing the injured worker, remove him from the work area and seek proper medical treatment.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-7

3. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.

1.08 FIRE PROTECTION
A. All plastic sheet and structural materials used in the abatement process shall be UL approved and certified as fire retardant or noncombustible.

B. All combustible rubbish and debris shall be properly disposed of at the end of each working day.

C. A minimum of two (2) 4A/60BC dry-chemical fire extinguishers shall be kept in the work area. They shall be charged and maintained in good working order.

D. CONTRACTOR shall ensure that on site personnel are aware of the location and proper use of all fire extinguishers and other fire/life safety equipment.

E. Maintain a fire watch for a minimum of (30) minutes after the cessation of work.

F. Maintain fire/life safety information in the Pproject log.

G. A statement shall be prepared at the end of each workday, signed by CONTRACTOR, confirming that a survey of the work site has been made and that any unsafe fire/life safety conditions have been rectified.

H. Any work requiring open flame shall require a fire watch standing by with a 2A/60BC extinguisher until completion of said open flame work.

1.09 ADMINISTRATIVE REQUIREMENTS
A. Existing Conditions:

1. Building materials that contain asbestos are known to be present at the Project site.

Building materials that have not been previously tested, that may be affected by the Pproject scope, should be immediately brought to the attention of the Client and/or it is a 3rd party asbestos consultant.
a. If any other materials are found which are suspected of containing asbestos or other hazardous materials, immediately stop work in the affected area and notify the ENGINEERCITY. Handle suspected asbestos containing material according to this specification section.

2. The abatement CONTRACTOR is responsible for notifying other cContractors in writing regarding asbestos work per OSHA requirements (29 CFR 1926.1101).

B. ENGINEER CITY has the authority to stop the work at any time it determines that conditions are not within the specifications and applicable regulations. The stoppage of work shall continue until conditions have been corrected and corrective steps have been taken to the satisfaction of the ENGINEERCITY. Standby time required to resolve violations shall be at the contractorCONTRACTOR’s expense, and any fines, for hazardous conditions or non- compliance will be at the contractorCONTRACTOR’s expense and will not be grounds for change orders or time extension.

C. Stop work orders may be issued for, but not limited to the following:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-8

1. Breaks in barriers or leakage to other areas.

2. Loss of negative air (0.02 inches of water column - minimum negative pressure to be maintained).

3. Fiber concentrations outside the work area, which exceed 0.010 f/cc for any one PCM sample.

4. If the CONTRACTOR disregards laws or regulations of any regulatory or governing body having jurisdiction.

5. If the contractor CONTRACTOR’s work presents a risk to the building, to building occupants to the general public or to the environment as determined by the ENGINEERCITY.

PART 2 PRODUCTS

2.01 MATERIALS
A. CONTRACTOR must supply abatement materials and equipment that are undamaged, and in serviceable condition. Only materials and equipment that are recognized as being suitable for the intended use, by compliance with appropriate standards, will be utilized.

B. All plastic, spray-on strippable coatings and structural materials used shall be UL certified as fire retardant or non-combustible. SDS for fire retardant materials shall be made available upon request.

C. Polyethylene sheeting utilized for worker decontamination units and barriers shall be black in color and shall be a minimum of six mils thick.

D. For disposal of asbestos waste, CONTRACTOR shall furnish EPA and OSHA labeled 6- mil polyethylene disposal bags.

E. Stick-on hazardous waste labels as per EPA or Cal-OSHA regulations.

F. CONTRACTOR shall supply, and post warning signs as required by applicable Cal-OSHA regulations. Signs should be printed in English and Spanish.

G. All replacement materials shall be delivered in the original packages, containers, or bundles bearing the name of the manufacturer and brand name.

H. Damaged, deteriorating or previously used materials shall not be used and shall be removed from the Project site.

2.02 EQUIPMENT
A. General:

1. CONTRACTOR shall supply all fire extinguishers. Applicable recommendations of NFPA Standard 10, "Standard for Portable Fire Extinguishers", must be complied with by the CONTRACTOR. Fire extinguishers need to be located where they are most convenient and effective for their intended purpose, but not less than one extinguisher in each work area, the equipment room, outside work areas, and in the clean room.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-9

2. CONTRACTOR shall provide first aid supplies that comply with governing regulations, and recognized recommendations within the construction industry. In addition, the Contractor CONTRACTOR’s Supervisor shall have current first aid training, including Cardiopulmonary Resuscitation (CPR).

3. Respirators shall be furnished to the abatement workers by CONTRACTOR. The type of respirator to be furnished shall be determined by air sampling CCR Title 8, Sections 1529 and 1532.1. The respirators shall have been tested and approved by National Institute of Occupational Safety and Health (NIOSH) for use in contaminated atmospheres.

4. Full body disposable protective clothing, including head, body, and foot coverings shall be furnished to workers and visitors in sizes adequate to accommodate movement without tearing.

5. Additional safety equipment (e.g. hard hats meeting the requirements of ANSI Standard Z89.1-1997 or later, eye protection meeting the requirements of ANSI Standard Z87.1-1989, safety shoes meeting the requirements of ANSI Standard Z41.1-2005, disposable gloves), as necessary, shall be furnished to all workers and authorized visitors.

6. Non-skid footwear shall be furnished to all abatement workers. Disposable clothing shall be adequately sealed to the footwear to prevent body contamination

7. Provide NIOSH-approved disposable respirator cartridges capable of filtering dusts, mists, and radionuclides.

B. Removal:

1. Filters on vacuums and exhaust equipment shall be HEPA filters and UL 586 labeled.

2. A sufficient supply of scaffolds, ladders, lifts and hand tools (e.g., scrapers, wire cutters, brushes, utility knives, chisels, etc.) shall be furnished as needed.

3. Sprayers are required with pumps capable of providing 500 pounds per square inch (PSI) at the nozzle tip at a flow rate of 2 gallons per minute for spraying amended water.

4. Furnish a sufficient supply of detergent and disposable mops, rags, and sponges for work area decontamination.

5. A sufficient supply of HEPA filtered vacuum cleaning systems shall be furnished during cleanup.

PART 3 EXECUTION

3.01 REPORTING UNUSUAL EVENTS
A. When an event of unusual and significant nature, as determined by FACILITYCITY’s 3rd Party Asbestos Consultant, occurs at the site, CONTRACTOR shall prepare and submit a special report listing chain of events, persons participating, responses and similar pertinent information. When such events are known or predictable in advance, advise ENGINEER CITY within five (5) calendar days.

3.02 REPORTING ACCIDENTS
A. If a significant accident occurs at the Project site or anywhere else work is in progress, the CONTRACTOR shall prepare and submit appropriate reports to CITY or its ENGINEER.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-10
For this purpose, a significant accident is defined to include events where personal injury is sustained, or property loss of substance is sustained.

3.03 PREPARATION
A. General:

1. Secure the Work Area:
a. Provide and maintain temporary partitions to prevent spread of dust, fumes, odors, and noise to permit continued University occupancy. b. Demarcate the regulated work area, as required by OSHA regulation 29 CFR 1926.1101, by posting warning signs
c. Provide labels affixed to all asbestos waste containers, as required by OSHA regulation 29 CFR 1926.1101
d. Do not block, or reduce width, of egress to exits.
e. Conduct operations with minimum interference to corridors, exits, and public thoroughfares.
f. Path of travel for debris removal shall be maintained dust free and clean at all times.
g. Cover and protect windows, doors, and walls that are adjacent to asbestos work areas.
h. Water used during this project shall be collected and prevented from entering storm water drains.
i. Eating, drinking, smoking, chewing tobacco or gum, or applying cosmetics is prohibited in the work area.

2. Temporary Electrical Service:
a. Furnish, install and maintain all necessary temporary electrical equipment, connections, etc., as necessary for the work. Before final acceptance, all temporary equipment and connections installed by CONTRACTOR shall be removed.
b. Ground fault interrupter outlets shall be furnished and installed in order to allow for temporary electric power hook up by CONTRACTOR. CONTRACTOR shall either itself have a current State of California Contractor’s C-10 (Electrical - General) license or furnish the services of an electrical cContractor having a current C-10 license, in order to accomplish this work.
c. Comply with all applicable electrical code requirements and Cal/OSHA requirements for temporary electrical systems.
d. CONTRACTOR shall provide sanitary facilities for abatement personnel outside of the work area and maintain them in a clean and sanitary condition throughout the project.

3.04 REMOVAL PROCEDURES
A. Asbestos-Containing Materials (ACM)

1. Prior to removal, CONTRACTOR shall detail the removal method(s) to be used, and steps to maintain compliance with applicable regulations, in the ContractorCONTRACTOR’s ACM Work Plan.

2. The ContractorCONTRACTOR’s ACM Work Plan shall be submitted in accordance with section 1.03 above and shall include at a minimum:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-11
a. Location and Description of Work
b. Work Schedule
c. List of equipment and materials to be utilized during the Work d. Name and qualifications of all supervisors and work crew members, worker training and licenses
e. Control measures and Work procedures, including containment diagrams, air monitoring and clearance procedures, decontamination procedures and facilities, respiratory protection program, personal protection, and all related procedures necessary to complete the Work in compliance with all applicable regulations. f. Waste management procedures, including storage, packaging, labeling, transportation and disposal of waste and wastewater consistent with regulations

3. CONTRACTOR shall implement the ACM Work Plan as approved. Amendments to the plan shall be made in writing and approved prior to implementation.

3.05 AIR SAMPLING
A. CONTRACTOR shall re-clean work areas that do not meet the clearance criteria established herein. Cleaning shall include, but not limited to, wet wiping all affected work area surfaces.

B. In-Progress Environmental Air Monitoring: air samples may be collected at any time and location in or adjacent to the pProject area to determine the concentration of airborne asbestos.

C. Personal Air Monitoring:

1. At minimum, CONTRACTOR shall conduct representative (10% of crew) personal breathing zone air monitoring of its employees twice each shift and repeated daily.

2. CONTRACTOR shall collect the asbestos air samples on 25-millimeter cellulose ester membrane filters in open-faced cassettes. Asbestos samples shall be analyzed by an accredited laboratory using NIOSH Method 7400.

D. Clearance for Asbestos Abatement Work Areas

1. Work areas and all other decontaminated areas and cleaned areas shall be considered clean when the work area passes a visual inspection performed by the on-site Consultant.

2. If the area fails to meet the above clearance criteria, the CONTRACTOR shall be responsible for any and all additional sample analysis and related costs until the work area meets the above criteria.

3. CONTRACTOR shall transport the sealed asbestos materials to an approved waste disposal site.

3.06 STOP WORK ORDER
A. The on-site Certified Site Surveillance Technician (CSST) or Certified Asbestos Consultant (CAC) shall have the right to stop the abatement work whenever CONTRACTOR’s contractor’s work, engineering controls, or air monitoring results are not in accordance with published regulations, contractual restrictions, or the abatement specifications. All costs resulting from stopping the abatement work shall be at contractorCONTRACTOR’s ’s expense. The Stop Work Order shall first be given verbally to CONTRACTOR at which DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-12
point all work shall cease. This shall be immediately followed by a written notification to stop work. If the situation is not corrected within (48) hours, the CONTRACTOR shall be considered in breach of the Contract and will be subject to termination.

3.07 TRANSPORTATION AND DISPOSAL PROCEDURES
A. Transport and dispose of asbestos-containing waste in accordance with applicable federal, state, and local requirements and regulations. It is the CONTRACTOR’s responsibility to determine current waste handling, transportation, and disposal regulations for the work site and for each waste disposal facility. Accurately complete the Manifest as required by Title 22, Division 4.5 of the State of California Code of Regulations. Indicate on the Manifest that the FACILITY is the hazardous waste generator and obtain the FACILITY’s Environmental Protection Identification Number for use in completing the Manifest.

B. CONTRACTOR is responsible for the disposal of all asbestos-containing waste and other solid waste debris generated at the Project. CONTRACTOR shall give seventy-two (72) hour notification prior to removing any waste from the site. Waste shall be removed from the site only during normal working hours unless otherwise specified. No waste may be taken from the site unless the CONTRACTOR and FACILITY representative are present, and the FACILITY representative authorizes their release of the waste as described herein.

C. CONTRACTOR shall only dispose of asbestos-containing waste at a FACILITY approved facility under a facility FACILITY approved profile. The CONTRACTOR, transporter and disposal facility shall document generation, transport and disposal of the waste by use of the Manifest. CONTRACTOR shall provide completed copies of the manifest to FACILITY prior to the date of disposal for review and signature authorization. All hazardous waste manifests will be signed by the designated FACILITY staff. Legible copies of the Manifest shall be provided to the ENGINEERCITY.

3.08 RE-ESTABLISHMENT OF THE WORK AREAS AND SYSTEMS
A. Reestablishment of the work area shall only occur following the completion of clean-up procedures, after clearance has been performed and documented, and final clearance of the area issued by the on-site Certified Site Surveillance Technician (CSST) or Certified Asbestos Consultant (CAC).

PART 4 ADDITIONAL REQUIREMENTS

4.01 PROJECT SPECIFIC INFORMATION
A. Portions of Tthe Project Site is part of and within are part of the developed the FACILITY, and includes the site for the Dewatering Building, and Digested Sludge Storage and the corridor for new piping.

B. If required, CONTRACTOR shall provide ACM work plans shall be provided and certified by a licensed Industrial Hygienist.

A. The Project Site is part of and within the FACILITY and includes the following. [Describe the overall Project and the portion of the Project that requires ACM.] Formatted: Font: Italic
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT ASBESTOS CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.14-13
C. ACM (has/has not) been detected in building materials at the Project Site where the building material samples were collected and analyzed for ACM on behalf of the CONTRACTOR by Forensic Analytical Consulting Services as described in their Limited Asbestos and Lab Survey Report dated May 5, 2020 [ACM CONSULTANT NAME], as described in their [REPORT TITLE AND DATE] (Asbestos Survey Report Report) dated [DATE]. A copy of this report is available in Appendix B – Hazardous Materials Survey.

This Asbestos Survey Report provides information on the materials that were sampled, analytical results, and locations of the confirmed ACM materials within the Project area. A copy of this report is included herewith AND is part of this specification section. [INCLUDE REPORT as an attachment at the end of Division 00]
D. If CONTRACTOR believes they have discovered any ACM not specified in the Limited Asbestos and Lab Survey Report during the execution of work, CONTRACTOR shall immediately stop work oin the affected area and notify the CITY and ENGINEER. If ACM abatement is identified, the work will be treated as a Regulated Site Condition under the Amended and Restated DB Contract.

E. This specification does not include Natural Occurring Asbestos (NOA) items.

END OF SECTION
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-1
SECTION 01 35 43.15

LEAD CONTAINING MATERIAL MANAGEMENT
PART 1 GENERAL

1.01 SUMMARY
A. This sSection includes specifications for the abatement and disposal of Lead Containing Material (LCM) including Lead Based Paint (LBP) historically used in building and construction materials during construction of the FACILITY. The FACILITY was constructed originally in the 1950s. The Project site is part of and within the FACILITY.

B. Related Sections: NOT USED

1. Section 01 35 23 - Plant Safety Requirements

2. Section 01 35 43.05 - Hazards and Hazardous Materials Mitigation

3. Section 01 35 43.14 - Asbestos Containing Material Management

4. Section 01 35 43.16 – Polychlorinated Biphenyls management C. The FACILITY CONTRACTOR contracted a lead consultant to conduct a surveys within the Project area. The findings of the survey are included in the reports referenced in PART 4 of this Specification Sectionsection.

D. CONTRACTOR shall be is aware of all conditions of the Project as idnetifed in the reports referenced in Part 4 of this section and is responsible for verifying quantities and locations of all the LCM identified at the Project site. All quantities identified in the reports referenced in Part 4 of this section shall be verified by the CONTRACTOR. and no claim for additional costs will be accepted. Any quantities implied in these Specifications are illustrative only and are not intended to represent actual quantities for bidding purposes. CONTRACTOR has included the the cost of LCM handling, transport and disposal for a quantity of 820 cubic yards in its fixed price, and the Amended and Restated Design-Build Contract also includes an allowance to address additional CONTRACTOR costs if quantities exceed this amount.

2. All lead work shall be performed by persons knowledgeable, qualified and trained in the removal, treatment, handling and disposal of LCM. In addition, such persons shall comply with applicable California Occupational Safety and Health Administration (Cal-OSHA), California Air Resources Board Ambient Air Quality Standards, California Department of Public Health (CDPH) and local mandates. The workers performing the lead abatement, lead-related construction work, or disturbance of LCM shall possess current CDPH lead certification and at least one CDPH-Certified supervisor will be available as required by Title 17 CCR subsection 36100.

3. Where methods or procedures are specified in this specification section, they shall constitute minimum measures and shall in no way relieve CONTRACTOR of sole responsibility for the means, methods, techniques, sequences or safety measures in connection with the work.

E. Description of Work
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CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-2

1. The lead abatement work includes removal and proper disposal of all LCM and related material waste from the Project site. CONTRACTOR shall refer to the Lead Investigation Reportreports , referred in PART 4 of this specification section, for the location and estimated quantities of LCM.

2. If the Contractor CONTRACTOR encounters any unidentified and/or untested material that is suspected to be lead-containing, CONTRACTOR shall stop all work in the affected area and notify the ENGINEERCITY . The ENGINEER CITY will arrange for sampling and testing of the suspect material.

3. If directed by the CITY, Tthe removal and disposal of any previously unidentified LCM shall be performed by CONTRACTOR. Payment for this Work may utilize the contaminated soil allowance established in the DB Contract, including Appendix 8, or may be managed via change order or contract amendment. at the prices awarded for this Contract.

4. Work included:
a. Furnishing of all labor, materials, facilities, equipment, services, and insurance necessary to perform the work;
b. Maintenance of work area/site security;
c. Preparation of work area, including installation of containment and decontamination areas as required;
d. Removal, segregation, and/or containment of any LCM encountered during the project work;
e. Cleanup and final decontamination of all work areas; f. Implementation of a worker protection program in compliance with all applicable regulations;
g. Proper storage, wrapping/bagging, labeling, transportation and, disposal of all waste generated as part of lead abatement activities;
h. Prevention of lead dust from migrating out of the work area(s); i. Cleaning of all work areas at the end of each workday and collection and storage of all lead-containing waste as specified in Part 3 of this section; and j. Disposal of LCM waste streams as specified herein.

F. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 CODES COMPLIANCE AND REGULATIONS
A. CONTRACTOR shall assume full responsibility and liability for compliance with all applicable federal, state, and local regulations. Specifically, regulations pertaining to work practices, protection of workers, visitors to the site, persons occupying areas adjacent to the site, hauling, and disposal. As required by applicable federal, state, and local regulations, CONTRACTOR is responsible for providing medical examinations for and maintaining medical records of personnel.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-3
B. CONTRACTOR shall comply with all pertinent laws, rules, and regulations existing at the time of the work including, but not limited to the following:

1. Federal Regulations
a. United States Environmental Protection Agency (EPA), Title 40, Code of Federal Regulations (CFR), Part 745
b. 49 CFR Parts 171 through 180, Department of Transportation (DOT), Hazardous Substances
c. 29 CFR 1926.62 and 29 CFR 1910.1025, Occupational Exposure to Lead d. 29 CFR 1910.134 and 42 CFR Part 84, Respiratory Protection e. 29 CFR 1910.1200, Hazard Communication
f. 29 CFR 1910.145, Accident Prevention Signs and Tags
g. 29 CFR 1910, Subpart I, Personal Protective Equipment h. 29 CFR 1910.1020, Access of Employee Exposure/Medical Records i. National Electrical Code, NFPA70

2. State and Local Regulations
a. Title 8 CCR, Section 1532.1, Lead in Construction
b. Title 8 CCR, Section 5198, Lead in General Industry
c. Title 17 CCR, Division 1, Chapter 8 (35001-361000), Accreditation, Certification, and Work Practices for Lead-Based Paint and Lead Hazards d. Title 8, Division 1, Chapter 4, Division of Industrial Safety 1) Title 8 CCR, Section 3203, Injury and Illness Prevention Program e. Title 8 CCR, Section 5194, Hazard Communication
f. Title 22 CCR, Section 66699, Persistent and Bioaccumulative Toxic Substance g. Title 22 CCR, Hazardous Waste Handling
h. Health and Safety Code, Section 25249.5 and 25249.6
i. California Labor Code, Sections 6501.5, 6501.7, 6501.8, and 6501.9.

3. Miscellaneous Standards and References
a. Underwriters Laboratories (UL) Standard 586, 2009 High Efficiency, Particulate, Air Filter Units.
b. American National Standards Institute (ANSI), ANSI Z9.2, Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems. c. ANSI, ANSI Z88.2, Practice for Respiratory Protection. d. National Fire Protection Association (NFPA), Standard 10, Standard for Portable Fire Extinguishers.
e. Z88.2-2015, Practice for Respiratory Protection
f. Department of Housing and Urban Development, Guidelines for the Evaluation & Control of Lead-Based Paint Hazards in Housing (2012 edition)

1.03 SUBMITTALS
A. CONTRACTOR shall submit the following documentation prior to the start of work involving abatement of LCM:

1. A detailed job-specific plan of the work procedures to be used for the work to be completed (CONTRACTOR’s Lead Abatement Work Plan). The plan shall be compliant with this specification and regulations.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-4

2. Proof of CDPH lead supervisor and worker training.

3. Where biological monitoring is required, submit test result documentation verifying employees have completed blood lead level and Zinc Protoporphyrin tests in accordance with Title 8 CCR, Section 1532.1.

4. Evidence of notification to Cal-OSHA as required by Title 8 CCR, Section 1532.1, where applicable.

5. Notify CDPH no less than five working days in advance of Abatement by submitting an Abatement of Lead Hazard Notification, CDPH Form 8551.

6. Physician’s written medical opinion, current to within one year, that CONTRACTOR employees are physically able to wear respiratory protection.

7. Documentation of respirator fit-testing for all CONTRACTOR employees and agents who are required to wear a respirator. Fit-testing shall be current to within one year.

8. Documentation of medical surveillance required in Title 8 CCR, Section 1532.1 (j).

9. If rental equipment is to be used during lead handling and disposal, a copy of the written notification concerning the intended use of the equipment that was furnished to the rental agency.

10. Submit any current and valid licenses, permits, and notices required by federal, state, local regulations and proof of timely transmittal of notices to the respective agency requiring the notices including, but not limited to:
a. Cal-OSHA in accordance with Title 8 CCR, Section 1532.1 (p). b. Proof of Bay Area Air Quality Management District (BAAQMD) permits for HEPAfiltered air filtration machines.

11. An emergency preparedness plan as specified in Paragraph 1.07 below.

12. Safety Data Sheets (SDS) for solvents, caustic stripping agents, paints, encapsulants, adhesives, detergents, and replacement materials, as necessary.

B. CONTRACTOR shall submit the following information on a daily basis during the progression of work or as requested:

1. Copies of daily personal air sample logs and analytical results.

2. Copies of daily project site entry logbooks with information on worker and visitor access.

3. Logs documenting filter changes on respirators, HEPA vacuums, differential pressure air filtration devices, and other engineering controls.

C. CONTRACTOR shall submit the following close-out information following completion of the Project:

1. Any documentation listed in Paragraphs 1.03.A or 1.03.B above not collected during the Project.

1.04 QUALITY ASSURANCE
A. Qualifications:

1. Qualifications of CONTRACTOR (or Subcontractor as applicable):
a. Work performed under this Section shall be by a single CONTRACTOR. b. CONTRACTOR shall have a minimum of five (5) years’ experience as an approved lead abatement contractor unless approved by the ENGINEER CITY to have less than five (5) years’ experience. If requested, the CONTRACTOR shall provide the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-5
names and locations of five (5) projects of similar size and scope that it has completed within the previous five years.
c. The CONTRACTOR must hold all insurance and bonds as required by other sections of this specification and maintain as valid and current for the duration of the Project.

2. Qualifications of Lead Abatement Personnel:
a. All work shall be completed utilizing fully-qualified persons who are trained, experienced, and knowledgeable in the proper techniques and procedures for lead abatement activities covered by this Section.
b. Lead Workers: All workers performing lead-related work shall be currently certified as CDPH lead workers.
c. Lead Supervisor: The CONTRACTOR’s Supervisor shall be identified in writing and currently certified as an CDPH Lead Supervisor.

3. Qualifications of Analytical Laboratory:
a. The CONTRACTOR shall submit lead air samples to an analytical laboratory that is accredited by the American Industrial Hygiene Association’s (AIHA) Environmental Lead Laboratory Accreditation Program (ELLAP). CONTRACTOR shall choose another ELLAP accredited lab if their current ELLAP accredited lab does not maintain accreditation throughout the duration of this project.

B. Pre-Construction Meeting: At least one week before work commences, a pre-construction meeting shall be held at a location designated by the ENGINEERCITY. Attendees shall include the ENGINEER CITY and CONTRACTOR; and others as necessary. The agenda shall include a review of project safety requirements, CONTRACTOR's Lead Work Plan, emergency contacts and notification plan, containment and work area design, facility requirements, submittals, and any other issues pertinent to the safe execution of the lead abatement work.

1. Work shall not commence until all required submittals and plans have been approved by the ENGINEERCITY.

1.05 NOTICES
A. Post a list containing the names, addresses, and telephone numbers of CONTRACTOR staff, and emergency medical services.

B. Additional postings shall include:

1. Visitor Entry and Exit Log.

2. Employee Daily Sign in Log.

3. Entry and Exit Procedures.

1.06 SITE SECURITY
A. Access to the work areas shall be limited to authorized, trained, and properly equipped personnel, including the CONTRACTOR, Subcontractor(s), CONTRACTOR's employees, and regulatory agency inspectors.

B. Entry into the work area by unauthorized individuals shall be reported immediately.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-6
C. The CONTRACTOR shall be responsible for Project site security during abatement operations in order to protect work efforts and equipment.

1.07 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by the CONTRACTOR prior to abatement initiation.

B. Emergency procedures shall be in written form and prominently posted. The CONTRACTOR shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.

C. Emergency planning shall include considerations of fire, explosion, electrical hazards, slips, trips and falls, confined spaces, and heat-related injury. Written procedures shall be developed, and employee training procedures shall be furnished by the CONTRACTOR.

D. Employees shall be trained in evacuation procedures in the event of work place emergencies.

2. For serious injury or illness, worker decontamination shall take least priority. After stabilizing the injured worker, remove him from the work area and seek proper medical treatment.

3. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.

1.08 FIRE PROTECTION
A. All plastic sheet and structural materials used in the abatement process shall be UL approved and certified as fire retardant or noncombustible.

B. All combustible rubbish and debris shall be properly disposed of at the end of each working day.

C. A minimum of two (2) 4A/60BC dry-chemical fire extinguishers shall be kept in the work area. They shall be charged and maintained in good working order.

D. CONTRACTOR shall ensure that on site personnel are aware of the location and proper use of all fire extinguishers and other fire/life safety equipment.

E. Maintain a fire watch for a minimum of thirty (30) minutes after the cessation of work.

F. Maintain fire/life safety information in the project log.

G. A statement shall be prepared at the conclusion of each workday, signed by CONTRACTOR, confirming that a survey of the work site has been made and that any unsafe fire/life safety conditions have been rectified.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-7
H. Any work requiring open flame shall require a fire watch standing by with a 2A/60BC extinguisher until completion of the open flame work.

1.09 EXPOSURE ASSESSMENT
A. For disturbance of LCM, as defined in this Specification, CONTRACTOR shall comply with the exposure assessment requirements of Title 8 CCR Section 1532.1, Subsection (d)(2).

For all disturbance of LCM related tasks not listed in Title 8 CCR Section 1532.1, Subsection (d)(2), CONTRACTOR shall perform worker exposure monitoring upon initiation of the work. The workers performing these tasks shall be trained in accordance with the Hazard Communications Standard, Section 5194, including but not limited to, the requirements concerning warning signs and labels, Safety Data Sheets (SDS), and employee information and training.

B. Provide an exposure assessment where the workers are performing Lead Related Construction work. If historical data collected within the 12 months prior to the Work performed indicates worker exposure is below the Permissible Exposure Limit (PEL), and the Work being performed closely resembles the process, type of material, control methods, work practices, and environmental conditions, additional exposure assessment is not required.

C. Where Work being performed indicates an exposure above the Action Level, each employee is required to have current blood lead level and Zinc Protoporphyrin testing, medical clearance for negative pressure respirator use, and respirator fit testing.

D. The required exposure assessment shall not exceed 12 months from the date the samples were collected to the date the Lead Related Construction Work or disturbance of Lead Containing Paint is performed.

E. Submission and review by the ENGINEER CITY of the objective data or exposure assessment is required prior to performing Lead Related Construction work.

1.10 ADMINISTRATIVE REQUIREMENTS
A. Existing Conditions:

1. Building and construction materials that contain lead are known to be present at the Project site. The materials that have not been previously tested, that may be affected by the project scope, shall be immediately brought to the attention of the ENGINEER. a. If any other materials are found which are suspected of containing lead or other hazardous materials, immediately stop work in the affected area and notify the ENGINEERCITY. Handle suspected LCM according to this specification section.

2. CONTRACTOR is responsible for notifying other Ccontractors in writing regarding lead work per Cal-OSHA requirements (8 CCR 1532.1).

B. ENGINEER CITY has the authority to stop work at any time if it determines that conditions are not in conformance with these specifications and applicable regulations. The stoppage of work shall continue until conditions have been corrected and corrective steps have been taken to the satisfaction of the ENGINEERCITY. Standby time required to resolve violations shall be at the CONTRACTOR’s contractor’s expense, and any fines, etc., for hazardous conditions or non-compliance shall be at the CONTRACTOR’s contractor’s expense and shall not be grounds for change orders or time extension.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-8
C. Stop work orders may be issued for, but not limited to, the following:

1. Breaks in barriers or leakage to other areas.

2. Loss of negative air (0.02 inches of water column - minimum negative pressure to be maintained).

3. Lead concentrations outside the work area which exceed 30 g/m3 for any one AA lead sample.

4. CONTRACTOR disregarding laws or regulations of any regulatory or governing body having jurisdiction.

5. CONTRACTOR’s work presenting a risk to the building, building occupants, the general public, or to the environment as determined by the ENGINEERCITY.

PART 2 PRODUCTS

2.01 MATERIALS
A. CONTRACTOR must supply abatement materials and equipment that are undamaged and in serviceable condition. Only materials and equipment that are recognized as being suitable for the intended use, in compliance with appropriate standards, shall be utilized.

B. All plastic, spray-on, strippable coatings and structural materials used shall be UL certified as fire retardant or non-combustible. SDS for fire retardant materials shall be made available upon request.

C. Polyethylene sheeting utilized for worker decontamination units and barriers shall be black in color and shall have a minimum thickness of six (6) mil.

D. For disposal of lead waste, CONTRACTOR shall furnish EPA and Cal-OSHA labeled 6 mil polyethylene disposal bags or disposal containers meeting the requirements of Title 22.

E. Stick-on hazardous waste labels as per EPA or Cal-OSHA regulations.

F. The CONTRACTOR shall supply and post warning signs as required by applicable CalOSHA regulations. Signs should be printed in English and Spanish.

G. All replacement materials shall be delivered in the original packages, containers, or bundles bearing the name of the manufacturer and brand name.

H. Damaged, deteriorating, or previously used materials shall not be used and shall be removed from the Project site.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-9

2.02 EQUIPMENT
A. General:

1. CONTRACTOR shall supply all fire extinguishers and must comply with applicable recommendations of NFPA Standard 10, "Standard for Portable Fire Extinguishers." Fire extinguishers must be located where they are most convenient and effective for their intended purpose, with no fewer than one extinguisher in each work area, equipment room, outside work area, and clean room.

2. CONTRACTOR shall provide first aid supplies that comply with governing regulations and recognized recommendations within the construction industry. In addition, the CONTRACTOR Supervisor shall have current first aid training, including Cardiopulmonary Resuscitation (CPR).

3. Respirators shall be furnished to the abatement workers by the CONTRACTOR. The type of respirator to be furnished shall be determined by air sampling per CCR Title 8, Section 1532.1. The respirators shall have been tested and approved by the National Institute of Occupational Safety and Health (NIOSH) for use in contaminated atmospheres.

4. Full body disposable protective clothing, including head, body, and foot coverings shall be furnished to workers and visitors in sizes adequate to accommodate movement without tearing.

6. Non-skid footwear shall be furnished to all abatement workers. Disposable clothing shall be adequately sealed to the footwear to prevent body contamination

7. Provide NIOSH-approved disposable respirator cartridges capable of filtering dust, mists, and radionuclides.

B. Removal:

1. Filters on vacuums and exhaust equipment shall be HEPA filters and UL 586 labeled.

2. A sufficient supply of scaffolds, ladders, lifts and hand tools (e.g., scrapers, wire cutters, brushes, utility knives, chisels, etc.) shall be furnished as needed.

3. Sprayers are required with pumps capable of providing 500 pounds per square inch (PSI) at the nozzle tip at a flow rate of 2 gallons per minute for spraying amended water.

4. Furnish a sufficient supply of detergent and disposable mops, rags, and sponges for work area decontamination.

5. A sufficient supply of HEPA filtered vacuum cleaning systems shall be furnished during cleanup.

PART 3 EXECUTION

3.01 REPORTING UNUSUAL EVENTS
A. When an event of unusual and significant nature, as determined by FACILITIES’the CITY’s 3rd Party Lead Consultant, occurs at the site, CONTRACTOR shall prepare and submit a special report listing the chain of events, persons participating, responses and similar DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-10
pertinent information. When such events are known or predictable in advance, advise ENGINEER CITY within five (5) calendar days.

3.02 REPORTING ACCIDENTS
A. If a significant accident occurs at the site or anywhere else work is in progress, CONTRACTOR shall prepare and submit appropriate reports to ENGINEERCITY. For this purpose, a significant accident is defined to include events where personal injury is sustained, or substantial property loss is sustained.

3.03 PREPARATION
A. Work Area Preparation and Work Practices:

1. Where exposure monitoring indicates Worker exposure is below the PEL, comply with the requirements of this section and the “Monitoring” section of this Specification.

2. Disturbance of LCM shall be performed using wet methods.

3. Work requiring overhead disturbances shall require a means of capturing debris, thus preventing an uncontrolled release on the worker or the surfaces below.

4. For disturbances utilizing local exhaust dust collection devices, the equipment shall be designed and furnished with a HEPA filtered vacuum attachment approved by the manufacturer.

5. Where Components are to be removed, loose LCM shall be removed by manual means using wet methods.

6. Where a Component is attached and painted onto another surface and the Component is to be removed from the adjoining surface, the paint shall be cut with a razor knife to reduce the potential of paint chip debris during Component removal.

7. If a Component being removed shall be disposed of rather than reinstalled, manually cut the Component into manageable sections for disposal using wet methods or mechanically cut using a manufacturer-approved HEPA filtered local exhaust dust collector.

8. If a Component is to be reused, loose paint or rough edges may require scraping or sanding. Scraping or sanding must be performed manually using wet methods or mechanically with a manufacturer approved HEPA filtered local exhaust attachment.

9. For solid core surfaces where penetration or welding are required, the LCM shall be removed from the area impacted using wet methods. Layers of paint shall be removed before impact to the surface commences.

B. Cleanup Procedures:

1. During the entire process of Lead Related Construction work, clean debris generated using wet methods and/or HEPA Vacuuming.

2. At the completion of the Lead Related Construction Work, clean surfaces within the impacted Work Area.

3. When HEPA filtered vacuums are utilized, vacuum from the area of impact to the outer perimeter of the polyethylene sheeting to remove visible debris. If vacuuming cannot remove visible debris, wet wiping shall also be required.

4. When wet wiping the Work Area, wipe from the area of impact to the outer perimeter of the polyethylene sheeting to remove visible debris.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-11

5. Tools and equipment utilized in the work area shall be wet wiped to remove visible debris.

3.04 ABATEMENT
A. Construction Materials:

1. Perform abatement and removal of lead-containing paint and materials in accordance with all Federal, State, and local regulations, codes, and ordinances as detailed in Section 1.02 Codes Compliance and Regulations.

B. Soil Abatement:

1. Surface Contamination:
a. Remove Lead Contaminated Soil from the locations and to a depth specified in the reports referenced Scope of Work contained in PART 4. b. In the absence of a specified depth of soil removal identified in the Scope of Work, submit, prior to the bid, a Request for Clarification regarding the quantity of soil to be removed.
c. Submit a written soil abatement plan prior to initiation of the Project. d. No soil abatement shall proceed until the Work plan has written approval by the ENGINEERCITY.
e. Refer to the waste handling and transportation section of this Specification for the handling, characterization, and disposal of waste.

C. Alternate Procedures:

1. If specified procedures cannot be utilized, a request must be made by CONTRACTOR in writing to the ENGINEER CITY establishing details of the problem encountered and recommended alternatives.

2. Alternate procedures shall provide equivalent or greater protection than procedures that they replace.

3. Prior to implementation, alternative procedures shall be submitted and approved in writing by the ENGINEERCITY.

D. Clean Up Procedures

1. During the entire progression of work, perform continuous cleaning of debris generated using wet methods and/or HEPA filtered vacuuming.

2. At the completion of work, clean surfaces within the impacted Work Area, including but not limited to, tools, equipment, and polyethylene sheeting, to remove visible debris from the Work Area.

3. Tools and equipment utilized in the Work Area shall be thoroughly cleaned. Nonelectrical tools and equipment shall be cleaned monthly and before removal from the Work Area by HEPA vacuuming and washing using a lead specific detergent or other suitable cleaning agent.

4. Electrical tools and equipment shall be HEPA vacuumed and cleaned by wet wiping limiting the amount of water used to avoid electrical hazards.

5. Remove polyethylene sheeting, except for critical barriers, by folding it into itself starting at the top of the sheet.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-12

6. Following removal of polyethylene sheeting, a final cleaning of surfaces in the Abatement workspace shall be performed by HEPA vacuuming, wet wiping, and a final HEPA vacuuming.

7. When HEPA vacuums are utilized, vacuuming shall be performed from the top down and from the area of impact to the outer edge of the polyethylene sheeting.

8. Apply no less than one continuous coat of approved paint or primer to abated surfaces, where applicable.

9. At the completion of the final clean up, the DHS certified supervisor shall inspect the Work Area for visible debris. If debris is identified, repeat the final cleaning process.

10. Wet wiping, washing, and cleaning required by this section shall include the Removal of visible debris by cleaning with a lead specific detergent or other suitable cleaning agent in clean water, followed by rinsing with clean water and clean rags, following the same sequence of cleaning as with vacuuming.

11. Refer to the waste handling and transportation section of this Specification for disposal of waste generated by this process.

3.05 LCM WASTE HANDLING AND TRANSPORTATION
A. Characterization of LCM Waste:

1. Until analytical results are available, waste materials (including water containing paint chips) shall be treated as hazardous. Visible paint chips shall be separated from waste water before characterization. Following removal of solids, the waste water shall be characterized to determine disposal requirements. Paint chips removed from the waste water may be disposed of as assumed RCRA hazardous waste or characterized to determine disposal requirements.

2. Characterize LCM waste streams as follows:
a. Collect a representative sample of the waste material. b. For a pile of waste, take one sample of a proportionate combination of Component in the pile. If a large quantity of waste is generated, no fewer than four samples may be required.
c. For large wood Components such as windows, doors, etc., a representative sample of each Component of similar characteristics, paint history, etc., shall be collected and tested. A full depth core sample, not less than one-inch diameter, of the Component is to be collected. The core sample shall include the substrate and paint coatings on both sides of the Component, as applicable.

3. Analysis of the LCM waste characterization samples shall be performed as follows:
a. Waste generated by chemical stripping shall, in addition to the requirements for determining the solid and soluble lead concentrations, shall be tested for corrosiveness and other contaminants, as applicable, resulting from the chemical stripping process.
b. Analyze samples for Total Threshold Limit Concentration (TTLC):
1) If results are less than 50 mg/kg (milligrams/kilogram), the waste is not hazardous and shall be disposed as general construction waste. 2) If sample results are 50 mg/kg or greater, the waste shall be tested for Soluble Threshold Limit Concentration (STLC).
c. Where waste is required to be tested for STLC the following shall apply:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-13
1) If the STLC result is less than 5 mg/L (milligrams/liter) the material shall be disposed at a Class II landfill waste. Evidence of such results of the STLC testing shall be required by the landfill before waste is accepted. No further testing is required.
2) If the STLC results are 5 mg/L or greater, the waste is a California regulated waste and the material shall be tested using the federally mandated Toxicity Characterization Leaching Procedure (TCLP).
d. Where waste is required to be tested by TCLP the following shall apply:
1) If the TCLP is less than 5 mg/L, the waste is a California regulated hazardous solid waste (non-RCRA). The material shall be disposed in a Class I hazardous waste landfill.
2) If the TCLP is equal to or greater than 5 mg/L, the waste is a federally regulated hazardous waste solid (RCRA). The waste shall then be disposed in a Class I hazardous waste landfill.
e. Personal and commercial wash water with lead contamination shall be handled as follows:
1) Filter the waste water through cheesecloth, or other similar filtering media, to remove the gross debris. Separate the waste streams and characterize these in compliance with this Specification.
2) If the waste water is identified as a RCRA or California regulated hazardous waste (Non-RCRA) by STLC and TCLP, filter the waste water by power pumping it through a 20-micron pore size filter. The filtered water shall be tested as described for waste in this Specification.
3) If test results categorize the filtered water as non-hazardous, it may be disposed of in the sewer system.
4) Wastewater, filtered or otherwise, shall not be discharged in storm drains, gutters or allowed to sheet flow over the surface of the ground.

B. LCM Waste Handling:

1. Waste, hazardous and non-hazardous, shall be disposed of at an authorized site in accordance with provisions of this Specification and applicable Federal, State, and local laws.

2. Any waste determined to be hazardous through analytical testing, shall be kept in a secured area or lockable container that is inaccessible to persons other than authorized personnel working on the Project. Hazardous waste containers shall be labeled “Hazardous-Waste – Contains Lead” and labeled with the date waste collection commenced.

3. Hazardous waste shall not remain on the Project site beyond 90 calendar days of the date generated. It shall be removed from the Project site and transported to an approved landfill before 90 calendar days has elapsed.

4. Waste shall not be transported from the work are to the storage container or waste hauler’s vehicle while staff are present in the path of travel. Where a path of travel cannot be cordoned off, the transportation of waste must be completed prior to or after staff are on site.

5. Once hazardous waste is removed from the Project site, ensure it is disposed of in an approved landfill within 6 calendar days. The waste shall not be transported to another site for commingling of waste from a source other than the site of original DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-14
generation. This requirement shall be documented by the proper execution of a Uniform Hazardous Waste Manifest signed by the landfill operator.

6. Hazardous and non-hazardous waste shall be kept in different containers and stored in separate locations. Commingling of waste is not permitted.

7. As the work progresses, to prevent exceeding available storage capacity on the Project site, sealed and labeled containers of lead waste shall be removed and transported to the prearranged disposal location.

8. Containers used for hazardous waste shall meet the requirements of EPA and DOT for hazardous waste storage and transport. At a minimum, disposal packaging of LCM fragments, dust, and debris shall be in 6-mil polyethylene (plastic) bags that are airtight and puncture resistant.

9. Any debris or residue observed on containers or surfaces outside of the Work Area resulting from clean up or disposal activities shall immediately be cleaned using HEPA filtered vacuum equipment and/or wet methods as appropriate.

10. Materials not contained in bags or other appropriate disposal containers shall not be placed in lead waste storage containers, nor shall storage containers be used for non-lead waste. To avoid damage, packaged waste shall be placed, not thrown, into the storage containers.

11. Lead Contaminated Soil shall be transported in plastic lined containers.

C. Transportation of LCM Non-Hazardous Waste:

1. Receipts from the disposal facility, trip tickets, transportation manifests, weight certificates or other documentation of disposal shall be delivered to the ENGINEER CITY within 48 hours of disposal. The waste manifest shall be signed by the generator, the transporter(s), and the disposal site operator each time the responsibility for the waste material is transferred. If a separate hauler is employed, the name, address, and signature of the transporter shall also appear on the manifest.

D. Transportation of LCM Hazardous Waste:

1. Hazardous waste shall be transported by a RCRA/DOT/EPA certified hazardous waste transporter. Provide evidence that the hazardous waste transporter meets the requirements of this Specification.

2. The work of this section includes responsibility for actions of the hazardous waste transporter as it pertains to waste removal and disposal related to the work of this Specification.

3. Identify the facility to which the waste generated by this Specification shall be taken.

Evidence shall be provided verifying the facility is licensed and permitted to receive and handle non-hazardous lead-containing waste and/or hazardous lead-containing waste as applicable.

4. Waste disposed as hazardous shall be transported under a Uniform Hazardous Waste Manifest. The generator copy of this manifest shall be submitted to the ENGINEER CITY within five (5) calendar days of transport.

5. Dump receipts, trip tickets, transportation manifests, weight certificates or other documentation of disposal shall be delivered to the ENGINEER CITY within 48 hours of disposal. The Uniform Hazardous Waste Manifest shall be signed by the generator (or designee), the transporter(s), and the disposal site operator each time the responsibility for the waste material is transferred. If a separate hauler is employed, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-15
the name, address, USEPA ID number and signature of the transporter shall also appear on the manifest.

6. The enclosed cargo area of trucks or containers shall be free of debris and lined with 6-mil polyethylene sheeting to prevent contamination from leaking or spilled containers. Floor sheeting shall be installed first and must extend up the walls. Wall sheeting shall be overlapped and taped into place.

7. During transport, drums and other containers shall be placed on level surfaces in the cargo area and packed tightly together to prevent shifting and tipping. Large structural Components shall be secured to prevent shifting and bags shall be placed on top.

E. General:

1. Secure the Work Area:
a. Provide and maintain temporary partitions to prevent the spread of dust, fumes, odors, and noise to permit continued occupancy.
b. Demarcate the regulated work area, as required by Cal-OSHA regulation Title 8 CCR, Section 1532.1, by posting warning signs
c. Provide labels affixed to all lead waste containers, as required by Cal-OSHA regulation Title 8 CCR, Section 1532.1
d. Do not block, or reduce the width, of egress to exits. e. Conduct operations with minimum interference to corridors, exits, and public thoroughfares.
f. Path of travel for debris removal shall be maintained dust free and clean at all times.
g. Cover and protect windows, doors, and walls that are adjacent to lead work areas.
h. Water used during this project shall be collected and prevented from entering storm water drains.
i. Eating, drinking, smoking, chewing tobacco or gum, or applying cosmetics is prohibited in the work area.

2. Temporary Electrical Service:
a. Furnish, install, and maintain all necessary temporary electrical equipment, connections, etc., as necessary for the work. Before final acceptance, all temporary equipment and connections installed by CONTRACTOR shall be removed.
b. Ground fault interrupter outlets shall be furnished and installed in order to allow for temporary electric power hook up by CONTRACTOR. CONTRACTOR shall either itself have a current State of California contractor's C-10 (Electrical - General) license or furnish the services of an electrical Ccontractor having a current C-10 license, in order to accomplish this work.
c. Comply with all applicable electrical code requirements and Cal-OSHA requirements for temporary electrical systems.
d. CONTRACTOR shall provide sanitary facilities for abatement personnel outside of the work area and maintain them in a clean and sanitary condition throughout the Project.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-16

3.06 MONITORING
A. Project Management and Inspection:

1. The CITY has the right to perform air, wipe, and visual monitoring at any time.

2. The CITY shall proceed in accordance with the terms and conditions of the Amended and Restated Design-Build Contract Documents whenever the Work or protective measures are not in compliance with applicable governmental regulations, Contract requirements, and/or threatens the adjoining environment with lead contamination.

3. Where exposure monitoring indicates exposure is at or above the PEL or AL, the CONTRACTOR must comply with Title 8, CCR Section 1532.1 (e) through (n).

B. Employee – Personal Air Monitoring:

1. Provide air monitoring as required by Title 8 CCR, Section 1532.1. Results shall be provided within ten working days of sampling. If the intent is to utilize such exposure assessment documentation, and Work is to commence earlier than ten working days, submit results 24 hours in advance of the start of Work.

C. Clearance Inspection:

1. Clearance Inspection for Lead Related Construction Work shall include a visual inspection of the Work Area by the ENGINEER CITY prior to occupancy for normal activity. Other provisions of the Clearance Inspection include:
a. Do not remove barriers designating a regulated Work Area until a written release from the ENGINEER CITY is provided.
b. The ENGINEER CITY has the right to collect wipe samples as part of the Clearance Inspection.

2. Clearance Inspection for Abatement shall include a visual inspection of the Work Area by the prior to collection of environmental samples (dust, wipe, and/or soil samples, as applicable). Other provisions of the Clearance Inspection include:
a. ENGNEER CITY shall collect environmental samples.
b. Results of samples shall comply with Title 17 CCR before the Work Area is released for normal occupancy.
c. Where samples fail to meet regulated clearance levels of Title 17 CCR, clean the Work Area as required for final cleaning in the Clean Up Procedures section of this Specification.
d. Following cleaning, the visual inspection and environmental sampling shall be repeated as described above. This process shall continue until the clearance level of Title 17 CCR is provided.

D. At no cost to the CITY, the CONTRACTOR shall re-clean work areas that do not meet the clearance criteria established herein. Cleaning shall include, but not be limited to, wet wiping all affected work area surfaces. .[NTD: Walsh has asked this to be deleted and to rely on front end or appendices of Contract]
E. In-Progress Environmental Air Monitoring: air samples may be collected at any time and at any location in or adjacent to the Project area to determine the concentration of airborne lead.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-17

3.07 STOP WORK ORDER
A. The on-site CDPH inspector or Project Monitor shall have the right to stop the abatement work whenever CONTRACTOR's work, engineering controls, or air monitoring results are not in accordance with published regulations, contractual restrictions, or the abatement specifications. All costs resulting from stopping the abatement work shall be at CONTRACTOR's expense. The Stop Work Order shall first be given verbally to CONTRACTOR at which point all work shall cease. The verbal notification shall be immediately followed by a written notification to stop work. If the situation is not corrected within (48) hours, the CONTRACTOR shall be considered in breach of the Contract and shall be subject to termination.

3.08 RE-ESTABLISHMENT OF THE WORK AREAS AND SYSTEMS
A. Re-establishment of the Work Area shall only occur following the completion of clean-up procedures and after a Clearance Inspection has been performed and documented to the satisfaction of the ENGINEERCITY.

B. Re-secure moveable objects removed from their former positions during area preparation activities.

C. Relocate moveable objects that were removed to temporary locations back to their original positions.

D. Reestablish HVAC, mechanical and electrical systems to the condition prior to commencement of the Project.

E. Repair areas of damage that occurred as a result of Abatement or Lead Related Construction Work.

3.09 PROJECT COMPLETION DOCUMENTATION
A. Provide to the ENGINEER CITY the following close-out documentation:

1. Filter change logs for air filtration units, water filtration units, and respirators

2. Foreman's daily job reports

3. Employee entry and exit logs for Work Area

4. Visitor entry and exit logs for Work Area

5. Air sample results for personnel

6. Copies of hazardous and non-hazardous waste manifests

7. Hazardous waste weight tickets

8. Analytical data and chain of custody for waste characterization

9. Signed Daily Personnel Report Forms
B. Provide ENGINEER with as-built drawings identifying surfaces where LCM has been encapsulated or enclosed.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT LEAD CONTAINING MATERIAL MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.15-18
PART 4 ADDITIONAL REQUIREMENTS

4.01 PROJECT SPECIFIC INFORMATION
A. The Project Site is part of and within the FACILITY, and includes the site for the Dewatering Building, and Digested Sludge Storage and the corridor for new piping.

FACILITY, and includes the following. [Describe the portion of the Project that requires LCM management.] LCM (has/has not) been detected in building materials [and other media] [remove brackets and add text if soil, sediment or media other than building materials are part of the cleanup plan] at the Project site where the building material samples were collected and analyzed for LCM by Forensic Analytical Consulting Services as described in their Limited Asbestos and Lab Survey Report dated May 5, 2020 .

B. Soil characterized as California hazardous waste for lead at the Project Site was identified in certain locations on the Project Site where soil samples were collected and analyzed for lead by Forensic Analytical Consulting Services as described in their Soil Sampling and Analysis Report dated April 4, 2020. (Soils Sampling and Analysis Report).

This Soils Sampling and Analysis Report provides information on the materials that were sampled, analytical results, and locations of the confirmed lead materials C. Workers working with the soil identified as California hazardous waste for lead shall be OSHA 40-hour Hazardous Waste Operations and Emergency (HAZWOPER) trained.

D. If CONTRACTOR believes they have discovered any LCM not specified in the Soil Sampling and Analysis Report or the Limited Asbestos and Lab Survey Report during the execution of work, CONTRACTOR shall immediately stop work on the affected area and notify the CITY and ENGINEER. If additional LCM abatement is identified, it will be treated as a Regulated Site Condition under the Amended and Restated Design-Build Contract.

A. LCM CONSULTANT NAME], as described in their [REPORT TITLE AND DATE] (Hazardous Materials Report). This Hazardous Materials Report provides information on the materials that were sampled, analytical results, and locations of the confirmed LCM. A copy of the Hazardous Materials Report is included herewith AND is part of this specification section. [INCLUDE REPORT as an attachment at the end of Division 00] B. [insert the following text only if soil, sediment or other non-building material impacts need to be remediated.] [Within the limits of the Project, lead has been found in media other than building related materials. The potential release mechanism whereby lead came to be located in such other media and the required Scope of Work to address other lead contaminated media are presented in the [REPORT TITLE AND DATE], by [CONSULTANT NAME] (Lead Scope of Work). Such other media must be in accordance with the Lead Scope of Work, which is included herewith and is part of this specification section. [INCLUDE REPORT] All Work related to other media must be coordinated with the overall Project so that project delays, if any, are minimized.]

END OF SECTION

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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-1
SECTION 01 35 43.16

POLYCHLORINATED BIPHENYLS MANAGEMENT
PART 1 GENERAL

1.01 SUMMARY
A. This Section includes the specifications for the management, removal and disposal, and cleanup of polychlorinated biphenyls (PCBs) historically used in building and construction materials during construction of the Regional Wastewater Facility (FACILITY). The FACILITY was constructed originally in the 1950s. Portions of Tthe Project site is are part of and within the developed FACILITY. PCBs have been detected in building materials at the Project.

B. Related Sections: NOT USED

1. Section 01 35 23 - Plant Safety Requirements

2. Section 01 35 43.05 - Hazards and Hazardous Materials Mitigation

3. Section 01 35 43.14 - Asbestos Management

1. Section 01 35 43.15 - Lead Abatement And Lead-Related Construction C. CONTRACTORShould CONTRACTOR identify previously unidentified or suspected PCBs, CONTRACTOR shall be aware of all conditions of the Project and is responsible for verifying quantities and locations of all PCB Cleanup work to be performed in accordance with applicable rules and regulations. Failure to do so shall not relieve CONTRACTOR of its obligations to furnish all labor and materials necessary to perform the work.

D. CONTRACTORShould CONTRACTOR identify previously unidentified or suspected PCBs and if directed to conduct PCB Cleanup work by the CITY, CONTRACTOR is will be responsible for conducting all such work as part of the PCB portion of the Project in accordance with this specification section, with all referenced documents included as part of this specification, and with the current version of all applicable regulations, standards, and guidelines of federal, state, and local environmental and occupational safety and health agencies regarding PCB wastes. The publications are referenced in text by basic designation only. The list provided below is not intended to be all inclusive of each regulation prevailing over the work, and failure to list a specific regulation here does not relieve CONTRACTOR from responsibility for regulatory compliance. The latest version of the document listed shall govern the work performed. Where more stringent requirements are specified, adhere to the more stringent requirements.

1. Department of Transportation (DOT):
a. 49 Code of Federal Regulations (CFR) 171 - General Information, Regulations, and Definitions
b. 49 CFR 172 – Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements
c. 49 CFR 173 – Shippers: General Requirements for Shipments and Packaging d. 49 CFR 178 – Specifications for Packaging

2. US Environmental Protection Agency (USEPA):

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-2
a. 40 CFR 761 – Toxics Substances Control Act (TSCA) - Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions
b. EPA SW-846 Method 8082 – Polychlorinated Biphenyls (PCBs) by Gas Chromatography; including extraction methods 3540C and 3550B c. 40 CFR 116 – Designation of Hazardous Substances
d. 40 CFR 117 – Determination of Reportable Quantities for Hazardous Substances e. 40 CFR 260 – Hazardous Waste Management Systems: General f. 40 CFR 261 – Identification and Listing of Hazardous Waste g. 40 CFR 262 – Standards Applicable to Generators of Hazardous Waste h. 40 CFR 263 – Standards Applicable to Transporters of Hazardous Waste i. 40 CFR 264 – Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities
j. 40 CFR 265 – Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities
k. 40 CFR 268 – Land Disposal Restrictions
l. 40 CFR 302 – Designation, Reportable Quantities, and Notification

3. Occupational Safety and Health Administration (OSHA):
a. 29 CFR 1910 – Occupational Safety and Health Standards b. 29 CFR 1910.28 – Safety Requirements for Scaffolding c. 29 CFR 1910.120 – Hazardous Waste Operations and Emergency Response d. 29 CFR 1910.134 – Respiratory Protection Standard
e. 29 CFR 1910.1200 - Hazard Communication Standard
f. 29 CFR 1926 – Safety and Health Regulations for Construction

4. State and Local Requirements:
a. California Department of Toxic Substances Control (DTSC) b. San Francisco Regional Water Quality Control Board (SFRWQCB) E. Description of Work

1. The PCB Cleanup Work described in Part 4 of this specification section may include some or all of the following: segregation, removal and proper disposal of PCB impacted materials, or management in place of PCB impacted materials with capping, isolation or encapsulation. Based on the Project specific findings, some or all PCBs and related material waste from the Project may fall within one of the scenarios defined in the CITY’s document entitled Hazardous Material Investigation and Remediation Protocol, Technical Memorandum 1, March 2019 or latest version.

If PCBs are identified. Ssome or all PCBs and related waste materials from the Project either:
a. can be removed and disposed, along with associated substrate at the same time, as PCB Bulk Product Waste [Scenario B]
b. can be removed and disposed as PCB Bulk Product Waste, with substrate to remain in place as shown or indicated on the Pproject drawings. PCB impacted substrate to remain in place is considered PCB Remediation Waste and shall be managed by encapsulation or capping in accordance with the requirements in Part 4 below. [Scenario C], or
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-3
c. are present in building materials, adjacent substrate and other media and must be managed as PCB Remediation Waste. PCB Remediation Waste shall be removed and disposed and/or managed in place by encapsulation or capping in accordance with the requirements in Part 4 below. [Scenario D]

2. CONTRACTOR shall refer to PCB investigation report referred in Part 4 of this specification section below for location and estimated quantities of PCBs.

3. If CONTRACTOR encounters any unidentified and/or untested material that is suspected to contain PCBs, the CONTRACTOR shall stop all work in the affected area and notify the CITY. The ENGINEER CITY will arrange for sampling and testing of the suspect material. If the material in question is confirmed as impacted by PCBs and at the direction of the CITY, then CONTRACTOR shall manage, remove and dispose of the material in accordance with this specification, with all referenced documents included as part of this specification, and with all federal, state and local regulations.

4. The removal and disposal of any previously unidentified PCB Wastes shall be performed by CONTRACTOR at the prices agreed to by the CITY under the terms of the Amended and Restated Design-Build Contract. the unit prices bid for in this Contract.

5. Work included:
a. Furnishing of all labor, materials, facilities, equipment, services, and insurance necessary to perform the work;
b. Maintenance of work area/site security;
c. Preparation of work area, including installation of containment and decontamination areas as required;
d. Removal, segregation, and/or containment of PCB Bulk Product Waste and PCB Remediation Waste (collectively PCB Wastes) encountered during the pProject work;
e. Clean-up and final decontamination of all work areas; f. Implementation of a worker protection program in compliance with all applicable regulations;
g. Proper storage, wrapping/bagging, labeling, transportation and disposal of all waste generated as part of PCB clean-up activities.
h. Preventing PCBs from migrating out of the work area(s). i. Cleaning all work areas at the end of each workday and collecting and storing all PCB Wastes as specified in Part 3 of this section.

F. Permits and Applicable Standards

1. CONTRACTOR shall obtain and maintain current registrations, permits and licenses pursuant to federal, state and local regulations for all work related to this Project, including the handling, removal, transportation and disposal of TSCA, hazardous and industrial waste.

2. CONTRACTOR shall confirm in writing that the proposed disposal facility(ies) have all federal, state and local required certifications and permits to receive and dispose of the materials managed under this Project.

3. CONTRACTOR shall perform all work in accordance with these specifications, the USEPA and OSHA regulations, all conditions of any USEPA Approval of the PCB Cleanup Plan issued for the Project, NIOSH recommendations, California State, local statutes, local ordinances, local codes and any other applicable federal, state and local government regulations and guidelines.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-4

4. CONTRACTOR shall obtain all permits required to complete the work, including but not limited to utility work permits, discharge permits, or any other permits required by local government regulations as applicable.

G. The following definitions are used throughout this specification section:

1. CONTRACTOR : The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer- of-Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 REFERENCES
A. The regulations, guidance and policies listed in this specification section are not allinclusive and are noted and cited for information purposes for CONTRACTOR. The CONTRACTOR shall be responsible for a thorough knowledge and full implementation of all requirements for removal, encapsulation, capping, transportation and disposal of PCB wastes.

B. Perform work in accordance with all applicable regulations, including but not limited to the publications listed in Part 1.01 D above, which form a part of this specification to the extent referenced.

C. In addition to the regulations noted above, CONTRACTOR shall to the extent practicable utilize the current version of the following referenced policies and guidance relating to PCBs.

1. PCB Facility Approval Streamlining Toolbox (FAST): Streamlining the Cleanup Approval Process (USEPA 2017) https://www.epa.gov/pcbs/pcb-facility-approvalstreamlining-toolbox-fast-streamlining-cleanup-approval-process

2. USEPA Memorandum regarding PCB Bulk Product Waste Reinterpretation dated October 24, 2012

3. Handling PCBs in Caulk During Renovation (EPA-747-F-09-004):
https://www.epa.gov/sites/production/files/2016-01/documents/contrctrs.pdf

4. Wipe Sampling and Double Wash/Rinse Cleanup
https://www.epa.gov/sites/production/files/2015-08/documents/wipe-samp_0.pdf

5. USEPA Standard Operating Procedure for sampling Porous Surfaces for Polychlorinated Biphenyls (PCBs), May 2011: Standard Operating Procedure for Sampling Porous Surfaces for Polychlorinated Biphenyls (PCBs) | Polychlorinated Biphenyls (PCBs) | USEPA

6. ELAP laboratory list via the California Water Board website GIS mapping system:

Environmental Laboratory Accreditation Program (ELAP) | California State Water Quality Control Board

1.03 DEFINITIONS
All terms not defined herein shall have the meaning given in the applicable publications and regulations.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-5
A. Air Monitoring: Stationary air sampling at the perimeter of the PCB Control Area to determine contaminant content of a specific volume of air in a stated period of time for comparison with OSHA Limits for Air Contaminants and for comparison to any ambient air monitoring compliance requirements set out in the conditions of any USEPA Approval of the PCB Cleanup Plan issued for the Project.

B. ANSI: American National Safety Institute
C. Authorized Visitors: Any visitor authorized by the CITY, the ENGINEER or any representative of a regulatory agency or other agency having jurisdiction over the Project.

D. Barrier: Any surface, structure or solid layer that seals off the work area to inhibit the movement of contaminated media.

E. Certified Industrial Hygienist (CIH): An individual employed by the CONTRACTOR who is currently certified by the American Board of Industrial Hygiene (ABIH).

F. CONTRACTOR: General Contractor and/or Subcontractor responsible for conducting the work associated with the PCB Cleanup.

G.F. Encapsulation: Procedures necessary to cap or coat and seal surfaces containing residual PCB Waste to provide a barrier to direct contact and control the possible release of contaminated media into the ambient air.

H.G. Exposure Monitoring: Personal air sampling performed outside the respirator within the breathing zone of individuals, for the purpose of determining compliance with OSHA’s airborne limits for PCBs, lead, silica, asbestos or other air contaminants.

I.H. Hazardous Waste Operations (HAZWOPER) Training: Training that meets the criteria outlined in the OSHA Hazardous Waste Operations and Emergency Response Standard (29 CFR 1910.120).

J.I. HEPA Filter: Equipment with a High Efficiency Particulate Air (HEPA) filter, greater than

99.97 percent efficiency by 0.3-micron DOP test, and complying with ANSI Z9.2 (1979).

K.J.MSHA: Mine Safety and Health Administration
L.K.NIOSH: National Institute of Occupational Safety and Health M.L. OSHA: Occupational, Safety and Health Administration.

N.M. PCB: Polychlorinated Biphenyls
O.N. PCB Bulk Product Waste: Waste derived from products manufactured to contain PCBs in a non-liquid state at or assumed to be at 50 ppm or greater. Typical examples are caulk, paint, and sealants. Materials as defined by the USEPA Memorandum regarding PCB Bulk Product Waste Reinterpretation dated October 24,2012 may include adjacent substrate, however USEPA allows impacted substrate to be managed as PCB Bulk Product Waste only if is removed and disposed of with the PCB Bulk Product building material simultaneously.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-6
P.O. PCB Cleanup Plan: The plan governing the removal and/or encapsulation or capping of PCB wastes at the Site, including all amendments and including, where provided, all the conditions of USEPA’s Approval of the Cleanup Plan. The PCB Cleanup Plan is developed to meet the requirements of Subpart D of TSCA and may be a standalone plan for Scenario B, or a self-implementing plan or risk-based application plan for scenarios C and D as defined in the CITY’s document entitled Hazardous Materials Investigation and Remediation Protocol, Technical Memorandum 1, March 2019 or latest version.

Q.P. PCB Control Area: The area within the physical boundary where Work activities take place that involve the disturbance of materials impacted by PCBs or PCB Wastes.

R.Q. PCB Remediation Waste: Liquid or solid waste containing PCBs as the result of a spill or release (date and concentration limits apply), such as PCB-contaminated soil, sediments, and concrete. In addition to typical spills or similar types of releases, the leaching of PCBs into adjacent substrates (such as the spreading of PCBs from caulk into adjacent brick) is considered a release. Building materials and debris, soil, disposable clothing and protective equipment, plastic sheeting and tape, exhaust systems or vacuum filters, or any remediation equipment that is or has been in contact with PCBs and cannot be decontaminated are subject to the disposal requirements set forth in TSCA, including building materials with PCB concentrations equal to or greater than 1 ppm.

S.R. Removal: All herein specified procedures necessary to strip all PCBs from designated areas and to dispose of these materials at a permitted facility.

T.S.Respirator: A device designed to protect the wearer from the inhalation of harmful atmospheres.

U.T.Uniform Hazardous Waste Manifest: The shipping document to be originated by the CONTRACTOR and signed by the CITY as the waste generator, used to track the disposition of PCB wastes.

V.U. USEPA: United Stated Environmental Protection Agency. Note that USEPA Region 9 and the USEPA Region 9 TSCA Coordinator are the primary regulatory entities related to this work.

1.04 ADMINISTRATIVE REQUIREMENTS
A. CONTRACTOR is responsible for ensuring that all remediation worker personnel shall receive appropriate training and information regarding the potential hazards of PCBs, safety and health precautions, and the use and requirements of protective clothing and equipment prior to the start of any remediation work, and shall provide the proof of trainings and certifications, including HAZWOPER training, to the CITY.

B. If respirators are required, the CONTRACTOR is responsible for establishing a respirator program as required by ANSI Z88.2 and 29 CFR 1910.134. The CONTRACTOR shall provide respirator training and fit testing, and medical surveillance for those workers conducting removal or remediation activities that require the use of respirator.

C. The CITY will retain the services of an independent consultant to perform construction oversight and testing services. These activities may include air monitoring with a particulate dust meter during removal work to verify the effectiveness of the engineering DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-7
controls and containment/controls and the collection of verification samples to document remediation completeness. CONTRACTOR shall anticipate the turnaround time required for the verification sampling program, and no additional charges for sampling and laboratory analytical delays shall be accepted.

D. The ENGINEER CITY has the authority to stop the work at any time it determines either personally or through the services of the ENGINEER CITY’s consultants that conditions are not within the specifications and applicable regulations. The stoppage of work shall continue until conditions have been corrected and corrective steps have been taken to the satisfaction of the ENGINEERCITY. Standby time required to resolve violations shall be at the CONTRACTOR's expense, and any fines for hazardous conditions or noncompliance shall be at the CONTRACTOR's expense, and shall not be grounds for change orders or time extension.

1.05 SUBMITTALS
A. Should CONTRACTOR identify any previously unidentified or suspected PCBs and if directed to complete the Cleanup work by the CITY, Tthe CONTRACTOR shall submit the following items to the ENGINEERCITY.

1. CONTRACTOR’s PCB Work Plan to the Engineer clearly indicating the following:
a. All work areas/containments;
b. Locations and types of all decontamination enclosures and decontamination procedures;
c. A description of the procedures to be used to contain, treat and dispose of water run-off and power-wash water;
d. Description of Air Monitoring locations, equipment, and procedures (unless provided by Consultant);
e. A description of the proposed packaging procedures;
f. Entrances and exits to the work areas/containments;
g. Type of remediation activity/technique for each work area/containment; h. Sequence of work activities;
i. Proposed schedule
j. Proposed location and construction of storage facilities and field office; k. Location of utility connections to building services; l. Waste storage locations (must be coordinated with ENGINEERCITY); m. Waste transport routes to the waste storage containers and to off-site disposal facility (ies);
n. Products, equipment, and materials to be used on the Project, including specifications and Safety Data Sheets for all products used on the Project.

B. CONTRACTOR’s PCB Work Plan may require submittal to USEPA as part of the Agency’s Approval of this Work. CITY must review all documents prior to submittal to USEPA.

C. Site specific Health & Safety Plan, indicating the means and methods by which the CONTRACTOR shall follow applicable federal and state regulations regarding the work activities, including but not limited to OSHA regulations, fall protection standards, respiratory protection, ladder/scaffolding safety, personal protective equipment, handling and management of disposable protective clothing to be used on this Project, Exposure DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-8
Monitoring, health and safety contingency planning. The CONTRACTOR’s HASP shall clearly identify the names and qualifications of the PCB Supervisor and safety officer(s) responsible for the PCB Cleanup.

D. Signed certification that CONTRACTOR has read and understands and shall agree to abide by the PCB Cleanup Plan, these specifications, and if applicable the conditions specified by USEPA in its approval of the PCB Cleanup Plan.

E. Proposed Treatment, Storage or Disposal Facility(ies) locations and corresponding permits from applicable regulatory agency.

F. Waste transporter licenses, permits and other transportation documentation. CITY must review all Waste Profiles and Shipping Manifests prior to shipment. Only an authorized representative of the CITY may sign shipping documents.

G. Certification of compliance with OSHA requirements including but not limited to medical surveillance, record keeping and personal monitoring. Documentation of worker training, respiratory protection and medical examination.

H. Project Close-out Submittals:

1. CONTRACTOR shall provide the originals of all waste disposal manifests, disposal logs, and Certifications of Disposal within 30 calendar days of waste shipment.

2. CONTRACTOR shall provide within 30 calendar days of Project completion all daily progress logs, including the entry/exit log.

1.06 NOTICES
A. Post a list containing the names, addresses, and telephone numbers of CONTRACTOR, and emergency medical services.

B. Additional postings shall include:

1. Visitor Entry and Exit Log.

2. Employee Daily Sign in Log.

3. Entry and Exit Procedures.

1.07 SITE SECURITY
A. Access to the work areas shall be limited to authorized, trained and properly equipped personnel, including CONTRACTOR, Subcontractors, ContractorONTRACTOR's employees, and regulatory agency inspectors.

B. Entry into the work area by unauthorized individuals shall be reported immediately.

C. CONTRACTOR shall be responsible for Project site security during abatement operations in order to protect work efforts and equipment.

1.08 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by CONTRACTOR prior to abatement initiation.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-9
B. Emergency procedures shall be in written form and prominently posted. CONTRACTOR shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.

D. Employees shall be trained in evacuation procedures in the event of work place emergencies.

2. For serious injury or illness, worker decontamination shall take least priority. After stabilizing the injured worker, remove him from the work area and seek proper medical treatment.

3. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.

1.09 QUALITY ASSURANCE
A. In general, the quality assurance requirements are intended to enhance the removal of PCBs consistent with the PCB Cleanup Plan without spilling or spreading PCBs to unimpacted areas.

B. The removal, transportation and disposal firms engaged in the PCB Cleanup must be licensed by authorities having appropriate jurisdiction to provide the work specified. The CONTRACTOR shall be the single party responsible for accomplishing all work related to the PCB Cleanup.

C. The ENGINEER CITY shall from time to time observe the work in progress to verify that the work complies with the requirements herein and good practice.

1.10 DELIVERY, STORAGE AND HANDLING
A. Deliver materials to Project site in original unopened containers.

B. Store and handle materials in compliance with manufacturer’s recommendations.

PART 2 PRODUCTS

2.01 EQUIPMENT AND SUPPLIES
A. CONTRACTOR shall supply all the materials and equipment to perform the PCB Cleanup.

B. Damaged or deteriorated materials shall not be used and shall be promptly removed from the premises. Materials that become contaminated with PCB- containing material shall be thoroughly decontaminated, or sealed in plastic bags or sheeting, labeled, and legally disposed of in an approved, secure landfill in accordance with TSCA requirements.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-10
C. All plastic sheeting (“poly”) and bags used shall be polyethylene or equivalent with a thickness of at least 6 mil for all applications.

D. Tools used for the removal of caulking or other PCB materials shall be used in a manner that minimizes dust generation, as appropriate. Tools used to apply coatings shall be as recommended by the manufacturer.

E. All dry vacuuming performed under this contract shall be performed with High Efficiency Particulate Absolute (HEPA) filter equipped industrial vacuums conforming to ANSIZ9.2.

F. Any power tools used to drill, cut into, or otherwise disturb PCBs shall be manufacturer equipped with HEPA filtered local exhaust ventilation.

G. CONTRACTOR’s HASP shall provide for the following equipment:

1. All personnel must utilize proper personal protective equipment (PPE) during all work activities. Proper PPE may vary depending on the job task, but may include disposable gloves, disposable rubber boots, steel-toe boots, Tyvek suits, protective vests, respirators, including replacement cartridges, hard hats, hearing protection, and eye protection. The CITY may have location specific additional requirements for PPE. CONTRACTOR is responsible for providing sufficient quantities of PPE throughout the duration of the PCB Cleanup.

2. Where required, provide all workers with a full or half face piece respirator which is approved by NIOSH/MSHA for protection against PCBs and dust and which meets the requirements of the OSHA Standard under 29 CFR1910.134.

3. Authorized visitors shall be provided with suitable protective clothing, headgear, eye protection, and footwear whenever they enter the Work Area. Authorized visitors shall not enter a Work Area where respiratory protection is required unless the visitor has been approved and individually fit-tested for respirator use.

H. Containers, Signs and Labels

1. Provide warning signs and barrier tapes at all approaches to the PCB-designated Work Areas. Locate signs at such distance that personnel may read the sign and take the necessary protective steps required before entering the area. If necessary, signs should be legible in the language(s) of the workers.

2. Provide the appropriate “Large PCB Marking” or “Small PCB Marking” (ML or MS per 40 CFR 761), of sufficient size to be clearly legible, for display on waste containers (bags, boxes, roll offs or drums) which shall be used to contain or transport PCB Wastes, in accordance with 40 CFR 761. In addition, U.S. Department of Transportation (DOT) 49 CFR Parts 171 and 172 requires the name and UN number of the material to be on the bags or drums, and, if shipped in bulk (roll offs, Gaylord boxes, etc.) the bulk container must also be labeled: Polychlorinated biphenyl, solid mixture UN 3432, if designated as hazardous waste.

3. Some PCB materials may also be Hazardous Waste or California Non-RCRA Hazardous Waste and must be appropriately labelled accordingly.

4. Provide 6 mil polyethylene disposal bags with PCB caution labels.

5. Labeled PCB waste containers or bags shall not be used for non-PCB waste or trash.

Any material placed in labeled containers or bags, whether turned inside out or not shall be handled and disposed of as PCB waste.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-11

6. A secure, lined, and covered waste container (roll-off or equivalent), 55-gallon DOTapproved steel containers, or equivalent shall be staged for the collection of PCB wastes generated during the work activities in accordance with 40 CFR761.65 and related applicable USEPA and DOT regulations.

PART 3 EXECUTION

3.01 EXAMINATION
A. CONTRACTOR shall examine the entire Project area where PCBs have been identified as part of the Project.

B. CONTRACTOR shall examine all support areas, proposed storage areas and travel routes that may be needed to support the PCB Cleanup.

3.02 PREPARATION
A. Access to the work areas for PCB Cleanup Work shall be controlled through the use of controlled access points, fire retardant polyethylene containments, and/or signage.

B. Control Area Required: Establish a PCB control area at each PCB equipment location, encompassing the area of work. The area shall be designed to restrict PCB material and handling activities, and to prevent the entrance of unauthorized persons into the area of PCB contamination, and of removal work.

C. Barricades and Screening: Define and barricade the Control Area by portable panels, curtains, barricades, and other barriers that shall prevent people and animals from coming into contact with PCB contaminated materials and shall prevent PCB contaminated liquids, vapors, mists, or solids from leaving the Control Area.

D. Signing: Provide warning and control signs at all entrances to the Control Area. Locate the signs at such a distance from the Control Area that they may be read and appropriately reacted to prior to entering the area.

E. Signs shall warn persons approaching the Control Area and shall clearly instruct them how to avoid contamination and avoid entering the area.

F. Removal of Signs: Remove the signs only after all work is completed, PCB contaminated materials have been removed, and final cleanup completed.

G. Protective Coverings: Provide protective covering of walls, floors, ceilings, and equipment in and adjacent to the Control Area. At completion of the work, coverings shall be contained and disposed of as PCB Waste.

H. Cleanliness: Maintain the Control Area clean at all times, free of debris, cloths, trash, and contaminated material.

I. Cleanup: Do not hose down the area. Clean and maintain cleanliness with protective coverings, mechanical procedures and the use of appropriate solvents. Any concrete, or other porous surface that has been contaminated shall decontaminated in accordance with TSCA requirements (40 CFR 761.79) following the procedures in the approved CONTRACTOR’s PCB Work Plan.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-12

3.03 REMOVAL OF PCB WASTE
A. This work includes the removal and off-site disposal of the PCB Waste in accordance with the Project PCB Cleanup Plan.

B. PCB Waste materials subject to removal and off-site disposal shall be removed through a combination of mechanical and physical means. Proper removal techniques and engineering controls shall be utilized to minimize the generation and spread of dust and debris throughout the work area:

1. Caulking removal shall be conducted using hand tools or mechanized caulking removal guns; no grinding or saw cutting is permitted to remove or pulverize caulking from interior or exterior locations. All tools shall be used in a manner that minimizes dust generation.

2. Paint removal shall be conducted using mechanical means or if necessary by grinding or scarifying porous surfaces. Use of solvent stripping methods for paint removal from non-porous surfaces allowed only upon demonstration of effectiveness and written approval by the ENGINEERCITY. All removal methods shall be conducted in a manner that minimizes dust generation.

3. Concrete removal in areas requiring Cleanup or repairs shall generally consist of:
a. Saw cutting around sections of damaged concrete to achieve a repair surface bounded by smooth and straightedges;
b. Chipping out the block of cut concrete;
c. Grinding out and replacing corroded rebar as needed; and, d. Patching the surface with new concrete.

4. The extent of removal of PCB Waste shall be as described in the PCB Cleanup Plan.

5. All powered tools shall be manufacturer equipped with appropriate tool guards and dust/debris collection systems (i.e., HEPA filters). Wet wiping and vacuuming of all tools and equipment in the work area shall be performed at the completion of the work activity.

6. All dry vacuuming performed under this contract shall be performed with High Efficiency Particulate Absolute (HEPA) filter equipped industrial vacuums conforming to ANSIZ9.2.

7. Hot cutting of PCB impacted metal surfaces is prohibited.

C. Exposure Monitoring within the support work zone and perimeter Air Monitoring shall be conducted by the CONTRACTOR during the active removal of caulking and concrete. To reduce dust levels and exposures to dust, a combination of engineered controls (e.g., wetting, work zone enclosures), equipment equipped with HEPA filters and dust controls, and personal protective equipment (PPE – respirators) shall be implemented as part of the work activities. Air Monitoring shall be conducted in accordance with the USEPA approved PCB Cleanup Plan.

D. PCB containing materials shall be transported in appropriate containers (polyethylene bags, drums, etc.) from the Work Area along a designated route to the proper waste disposal containers.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-13

3.04 APPLICATION OF ENCAPSULANT COATING
A. Surfaces subject to encapsulation shall be prepared as described in the PCB Cleanup Plan and as recommended by the product specifications.

B. The encapsulation of building materials shall be conducted using the coatings specified in the PCB Cleanup Plan, including the coatings specified therein, typically Sikagard 62, Sikagard 670W, Sikadur35,BASFSonoguard, or approved equivalents; C. The application of each encapsulating product is to be conducted in accordance with the manufacturer’s specifications.

3.05 SOIL EXCAVATION AND REMOVAL OR CAPPING
A. If the Project PCB Cleanup Plan incorporates the cleanup of non-building materials such as soil or sediment, or capping of exterior impacted media, the CONTRACTOR is responsible for implementing such measure in accordance with Part 4 below. The CONTRACTOR’s PCB Work Plan shall include management of PCB impacted non-building materials as applicable.

3.06 INSPECTION AND VERIFICATION
A. At the end of each work day, CONTRACTOR is responsible for inspecting and verifying the work areas are clean and free from dust and debris and secured to prevent unauthorized access.

B. Following removal of PCB Waste and encapsulant application, inspection and verification testing shall be performed by CITY’s consultant to verify completion of the USEPAapproved PCB Cleanup activities.

C. The CONTRACTOR is responsible for inspection of all waste storage containers and waste transport routes to verify proper waste handling, storage, and labeling in accordance with all applicable federal and state regulations.

D. Prior to removal of the containment structures, the CONTRACTOR is responsible for verifying all remedial actions have been completed in accordance with the PCB Cleanup Plan.

E. To verify task completion, sample collection and analytical testing by the CITY may require up to a 10 calendar days turnaround time prior to receiving verification results.

Appropriate Pproject planning and scheduling should be incorporated into the overall Pproject plans. If the results of the CITY testing show that all remedial actions have not been completed in accordance with the PCB Cleanup Plan, CONTRACTOR is responsible for completing additional actions to complete the work. The CITY shall complete additional sampling and testing activities to confirm remedial actions are complete.

3.07 EQUIPMENT AND WORK AREA DECONTAMINATION
A. CONTRACTOR, or remediation Subcontractor, shall clean all work areas at the end of each workday and shall collect and store all waste generated from the PCB Cleanup process (e.g., removed PCB Waste, dust from HEPA filters, etc.) in secure, closed containers that are properly labeled.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-14
B. When Cleanup of PCBs is completed via verification inspections and/or sampling, the decontamination process shall consist of vacuuming (with a HEPA filter), wet-wiping/ mopping and a repeated vacuuming (with a HEPA filter) of the entire interior work area.

All surfaces in and around the work area must be free of dust generated during the work.

Final cleaning shall be performed only after all PCB Waste is packaged and removed, but before reinstalling or demolishing any equipment, or dismantling any barrier, decontamination facilities, or protective coverings. Cleaning shall be subject to the approval of the ENGINEER CITY based on a visual inspection and air testing.

C. Decontaminate all tools and equipment before removal from the work area in accordance with USEPA guidelines (See 40 CFR 761.79).

D. If dust or debris has migrated to areas of the building other than the immediate work area, those areas shall be incorporated into the work area and thoroughly decontaminated to ensure all visible dust generated by the activity is eliminated.

E. Remove containment barriers and any other protective sheeting. Place in disposable construction bags (6-milpoly) and dispose of as non-liquid cleanup materials in accordance with 40 CFR § 761.61(a)(5)(v).

F. Visually inspect the area for any remaining dust or debris. Vacuum (with HEPA filter) and wet wipe until space is clean.

G. After completing decontamination and removing containment barriers, a final inspection shall be performed by the CONTRACTOR and ENGINEERCITY. If the visual inspection reveals that additional cleaning is needed, the CONTRACTOR shall clean or re-clean the affected areas at no additional expense to the CITY.

H. The CONTRACTOR, or remediation Subcontractor, shall not stockpile any PCB waste onsite that is not properly containerized and labeled in accordance with this specification section.

I. The ENGINEER CITY shall designate a temporary ‘hazardous waste storage’ area for the storage of PCB waste. The location shall be determined prior to the start of Work.

3.08 PCB WASTE DISPOSAL
A. General Requirements - All PCB Wastes must be handled, packaged, stored, transported, and disposed of as specified in this subsection, and in compliance with all federal, state and local regulations and codes. The CONTRACTOR, or the remediation subcontractor, is responsible for the disposal of all PCB Waste and other solid waste debris generated at the Project. The CONTRACTOR shall give seventy-two (72) hour notification prior to removing any waste from the site. Waste shall be removed from the site only during normal working hours unless otherwise specified. No waste may be taken from the site unless the CONTRACTOR and CITY representative are present and the CITY representative authorizes their release of the waste as described herein.

B. Waste Labeling- All waste shall be labeled using the labels described in Section 2.04. If waste containers are not already so preprinted, warning labels having waterproof print and permanent adhesive shall be affixed to the lid and/or sides of the containers, whether or not these containers are further packaged. Warning labels shall be conspicuous and legible, and conform to the latest OSHA, USEPA and DOT labeling DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-15
requirements. The CONTRACTOR shall properly wrap/bag all waste from the PCB Cleanup process (e.g., removed PCB Waste, dust from HEPA filters, etc.) within the work area.

Wrapped/bagged waste shall be stored in secure, closed containers (e.g., drums, roll-off containers) and labeled.

C. Waste Packaging - CONTRACTOR shall inspect each bag, drum or container to ensure that the package is secure. The secure drum/container shall then be placed in the designated temporary storage area.

D. Waste Container Removal and Disposal Documentation:

1. All waste generated as part of the PCB Cleanup shall be removed from the Site within the applicable regulatory timeframe, and no later than 90 calendar days after successful completion of all PCB Cleanup Work.

2. It is the responsibility of CONTRACTOR to determine current waste handling, transportation, and disposal regulations for the work site and for each waste disposal landfill. CONTRACTOR and its subcontractors must comply fully with these documents and all DOT and USEPA requirements.

3. CONTRACTOR shall only make arrangements with and dispose PCB Waste at a CITY approved facility under an CITY approved profile.

4. CONTRACTOR, transporter and landfill shall document generation, transport and disposal of the waste by use of the Hazardous Waste Manifest. This record is a legally required document, which identifies the generator, transporter(s), temporary storage location(s) and disposal site for any PCB-waste material. The waste management facility shall also provide the CITY with a copy of the Certificate of Disposal.

3.09 FIELD QUALITY CONTROL
A. Where removal, encapsulation or capping requires specific dimensions be met, CONTRACTOR shall supply measurement, photo documentation and drawing markups to adequately demonstrate that the specified dimensions have been met.

B. The ENGINEER CITY shall periodically inspect and verify CONTRACTOR’s compliance with required dimensions for removal, encapsulation or capping. Any identified deficiencies are to be corrected promptly by CONTRACTOR at no additional cost to the CITY.

C. All material sampling and laboratory analytical data provided by the CONTRACTOR shall be reviewed prior to submittal for compliance with standard methodologies, representativeness and laboratory QA/QC as provided in the PCB Cleanup Plan.

PART 4 ADDITIONAL REQUIREMENTS

4.01 PROJECT SPECIFIC INFORMATION
A. Portions of Tthe Project Site is are part of and within the FACILITYdeveloped areas of the Regional Wastewater Facility (FACILITY). , and includes the following. [Describe the portion of the Project that requires PCB management.]
B. PCBs (have/have not) been detected in building materials and [and other media] [remove brackets and add text if soil, sediment or media other than building materials are part of the cleanup plan] at the Project Site where soil the building material samples Formatted: Not Highlight
Formatted: Not Highlight
Formatted: Font:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-16
were collected and analyzed for PCBs on behalf of CONTRACTOR by [PCB CONSULTANT NAME],Forensic Analytical Consulting Services as described in their [REPORT TITLE AND DATE]Soil Sampling and Analysis Report dated April 4, 2020. (Soils Sampling and Analysis ReportPCB Investigation Report). PCB’s were detected above the Environmental Screening Level (ESL) Teir-1 Soils in soil samples in two locations that were collected and analyzed for PCB’s by Forensic Analytical Consulting Services as described in their Soil Sampling and Analysis Report dated April 4, 2020 (Soils Sampling and Analysis Report).

No excavation work is planned for the area of the two samples (Sample # 27, #17) and therefore no action is required. The depth of the sample for the second location is to 4ft below grade, no sampling was provided on potential contamination below this elevation.

Work planned for this area includes the installation of directional drilled (trench less) pipelines at a depth of 10-15 ft below grade. This Soils Sampling and Analysis Report PCB Investigation Report provides information on the materials that were sampled, analytical results, and locations of the confirmed PCB materials. A copy of this report is included herewith AND is part of this specification section. [INCLUDE REPORT as an attachment at the end of Division 00] A copy of this report is included in Volume 4 of the specifications.

C. Directional drill pipeline installation is planned under the location of the single sample (Sample #17) noted to have PCB’s in excess of the ESL reporting limits. The soils removed from below sample #17 shall be stockpiled separately and tested to assess PCB levels relative to ESL reporting limits. This testing shall be covered under the allowance for “Additional contaminated soils haul off.” Should any excavation or soil removal be performed for this location or be found to be above the ESL, a Soil Sampling Workplan in compliance with TSCA shall be prepared and submitted to the EPA for approval. The Soil Sampling Workplan shall be prepared and provided prior to any work being initiated in the areas identified as having the presence of PCB’s. The PCB Soil Sampling Workplan shall be provided and certified by a licensed Industrial Hygienist. To address the presence of PCBs within the Project Site, a PCB Soil Sampling Workplan in compliance with TSCA shall be prepared and submitted to the EPA for approval. The Soil Sampling Workplan willshall be prepared and provided prior to any work being initiated in the areas identified as having the presence of PCB’s. PCB Soil Sampling Workplan shall be provided and certified by a licensed Industrial Hygienist.Cleanup Plan has been prepared by [PCB CONSULTANT NAME], titled [insert title] and dated [DATE]. The PCB Cleanup Plan is attached herewith and is part of this specification section. The PCB Cleanup Plan describes the project specific PCB management Work to be completed by the CONTRACTOR and has been developed as a:[select which of the following is applicable and delete the remainder.]

0. Stand-alone plan that does not require submittal to or approval by US EPA (Scenario B)

0. A self-implementing plan developed under TSCA 40 CFR 761.61(a) and submitted as a notification to US EPA. The 30-day presumptive approval of the plan has expired and no further approvals from US EPA are required

0. A self-implementing plan developed under TSCA 40 CFR 761.61(a) and submitted as a notification to USEPA. EPA has reviewed and issued approval conditions to the PCB Cleanup Plan in its letter dated [DATE]. Such USEPA approval conditions are attached herewith and as part of this specification

0. A risk-based application submitted under 40 CFR 761.61(c) for review and approval by USEPA. USEPA has reviewed and issued approval conditions to the PCB Cleanup Plan in its letter dated [DATE]. Such USEPA approval conditions are attached herewith and as part of this specification.

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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT POLYCHLORINATED BIPHENYLS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 43.16-17
D. Order of Precedence: In the event a conflict arises between the USEPA approval conditions, the PCB Soil Sampling Workplan Cleanup Plan or the specifications provided in Parts 1 through 3 above, unless directed otherwise by the ENGINEER, the USEPA approval conditions shall govern, followed by the PCB Soil Sampling WorkplanCleanup Plan and then by Parts 1 through 3.

H.E. If CONTRACTOR believes they have discovered any PCBs not specified in the Soil Sampling and Analysis Report during the execution of work, CONTRACTOR shall immediately stop work on the affected area and notify the CITY and ENGINEER. If PCB abatement is identified, it will be treated as a Regulated Site Condition under the Amended and Restated Design-Build Contract.

I. [Insert the following text only if soil, sediment or other non-building material impacts need to be remediated.] [Within the limits of the Project, PCBs have been found in media other than building related materials. The potential release mechanism whereby PCBs came to be located in such other media is presented in the PCB Cleanup Plan. Such other media must be managed as PCB Remediation Waste in accordance with the PCB Cleanup Plan. All Work related to other media must be coordinated with the overall Project so that project delays, if any, are minimized.

END OF SECTION

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-1
SECTION 01 35 43.17

OTHER HAZARDOUS MATERIAL MANAGEMENT
PART 1 GENERAL

1.01 SUMMARY
A. This Section includes specifications for the management and disposal of Hazardous or Regulated Materials (Other Hazardous Materials – [OHM]) other than Polychlorinated Biphenyls (PCBs), Asbestos Containing Materials (ACMs), and Lead Containing Materials (LCMs), that are used, stored or managed at the FACILITY and within the Project area.

Refer to specification sections listed below for the management of PCBs, ACMs, and LCMs in building or construction materials.

B. Related Sections: NOT USED

1. Section 01 35 23 - Plant Safety Requirements

2. Section 01 35 43.05 - Hazards and Hazardous Materials Mitigation

3. Section 01 35 43.14 - Asbestos Containing Material Management

4. Section 01 35 43.15 – Lead Containing Material Management

5.1. Section 01 35 43.16 – Polychlorinated Biphenyls Management C. The FACILITY CONTRACTOR contracted a hazardous materials consultant to conduct an assessment to characterize the nature, type, and extent of impacts by hazardous materials within the Project area. The findings of the this assessment are included in the report referenced in PART 4 of this Specification sSection.

D. CONTRACTOR shall be aware of all conditions of the Project and is responsible for verifying quantities and locations of all the OHMs identified at the Project site. All quantities shall be verified by the CONTRACTOR and no claim for additional costs will be accepted. Any OHM quantities implied in these Specifications are illustrative only and are not intended to represent actual quantities for bidding purposes.

1. CONTRACTOR shall furnish all labor, materials, services, insurance, equipment, and decontamination facilities to carry out the work identified in this specification, hazardous materials investigation reports, and associated project drawings.

2. All work shall be performed by persons knowledgeable, qualified and trained in the removal, treatment, handling and disposal of hazardous materials.

3. Where methods or procedures are specified in this section, they shall constitute minimum level of performance requirements and shall in no way relieve CONTRACTOR of sole responsibility for the means, methods, techniques, sequences or safety measures to successfully complete that work as agreed upon in the Amended and Restated Design-Buid Contract Documents.

E. Description of Work

1. The work includes proper planning, safety, permitting, notifications, and all labor, equipment, and materials necessary to successfully remove, abate, mitigate, remediate the OHMs from the Project site, inclusive of waste characterization, handling, transport, and proper waste disposal. CONTRACTOR shall refer to the report referenced in PART 4 of this specification section, for the location(s), estimated quantities, and specific performance requirements related to the OHMs.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-2

2. If CONTRACTOR ontractor encounters any unidentified and/or untested material that is suspected to be hazardous or any suspect material that is not within the projected parameters or work area, CONTRACTOR shall stop all work in the affected area and notify the ENGINEERCITY.

3. Work included:
a. Furnishing of all labor, materials, facilities, equipment, services, and insurance necessary to perform the work;
b. Preparation and maintenance of work area/site security; c. Removal, segregation, and/or containment of OHMs encountered during the project work;
d. Cleanup and final decontamination of all work areas; e. Implementation of a worker protection program in compliance with all applicable regulations;
f. Development of a Site Specific Health and Safety Plan that addresses all potential hazards associated with the work and specifies (and contains records) training requirements for workers in compliance with Local, State, and Federal regulations.
g. Proper handling, containerization, labeling, profiling, transportation and, disposal of all waste generated as part of management of OHMs.

F. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

4.3. CITY: The City of San Jose, its staff, and representatives

1.02 CODES COMPLIANCE AND REGULATIONS
A. CONTRACTOR shall assume full responsibility and liability for compliance with all applicable federal, state, and local regulations, including but not limited to regulations pertaining to work practices, protection of workers, visitors to the site, persons occupying areas adjacent to the site, packaging and labelling, hauling, and disposal.

B. CONTRACTOR shall comply with all pertinent laws, rules, and regulations existing at the time of the work for the type of hazardous materials identified at the Project site.

CONTRACTOR is responsible to be in compliance with all regulations governing the work to be performed.

1.03 SUBMITTALS
A. CONTRACTOR shall submit the following documentation prior to the start of work:

1. A detailed job-specific plan of the work procedures to be used for the work to be completed (CONTRACTOR’s Hazardous Materials Management Work Plan). The plan shall be compliant with this specification section and regulations.

2. A Site Specific Health and Safety Plan that addresses all potential hazards associated with the work and specifies (and contains records) training requirements for workers in compliance with Local, State, and Federal regulations DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-3

3. Submit any current and valid licenses, permits, and notices required by federal, state, local regulations and proof of timely transmittal of notices to the respective agency requiring the notices.

4. An emergency preparedness plan as specified in Paragraph 1.07 below.

5. Safety Data Sheets (SDS) for any solvents, caustic stripping agents, paints, encapsulants, adhesives, detergents, and replacement materials, as necessary that CONTRACTOR intends to bring to the FACILITY.

6. Other submittals as required by the work and OHM identified at the Project.

B. CONTRACTOR shall submit the following close-out information following completion of the Project:

1. After completion of the work, the Contractor shall provide a final report documenting removal, transportation and recycling, treatment, disposal, or incineration activities.

The document shall include copies of tailgate safety meeting forms, manifests, supervisor logs, shipping slips, permits, and licenses for this Project and any documentation listed in Paragraphs 1.03.A or 1.03.B above not collected during the Project.

1.04 QUALITY ASSURANCE
A. Qualifications:

1. Qualifications of CONTRACTOR (or Subcontractor as applicable):
a. Work performed under this Ssection shall be by a single CONTRACTOR. b. CONTRACTOR shall have a minimum of five (5) years’ experience as an approved hazardous materials abatement contractor unless approved by the ENGINEER CITY to have less than five (5) years’ experience. If requested, the CONTRACTOR shall provide the names and locations of five (5) projects of similar size and scope that it has completed within the previous five years. c. The CONTRACTOR must hold all insurance and bonds as required by other sections of this specification and maintain as valid and current for the duration of the Project.

2. Qualifications of Personnel:
a. All work shall be completed utilizing fully-qualified persons who are trained, experienced, and knowledgeable in the proper techniques and procedures for hazardous materials management activities covered by this sSection. b. Workers who handle hazardous materials shall be licensed and trained in safe and proper hazardous materials handling procedures. At a minimum, this shall include OSHA 40-Hour Hazardous Waste Site Health and Safety Training in accordance with 29 CFR 1910.120.
c. Refrigerant recovery shall be completed by technicians qualified and certified by an EPA approved certification program.

3. Qualifications of Analytical Laboratory:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-4
a. Any laboratory proposed by the CONTRACTOR shall be certified and accredited for such analytical procedures by the governing state and federal accrediting board, and shall maintain accredidation throughout the duration of the Pproject.

Qualifications and accredidation documents shall be provided in CONTRACTOR’s Hazardous Materials Management Work Plan.
b. The laboratory shall forward copies of all reports and technical correspondence directly to the ENGINEERCITY
B. Pre-Construction Meeting: At least one week before work commences, a pre-construction meeting shall be held at a location designated by the ENGINEERCITY. Attendees shall include the ENGINEER and CITY, CONTRACTOR, ENGINEER; and others as necessary. The agenda shall include a review of Pproject safety requirements, CONTRACTOR's Hazardous Materials Management Work Plan, emergency contacts and notification plan, and any other issues pertinent to the safe execution of the work.

1. Work shall not commence until all required submittals and plans have been approved by the ENGINEERCITY.

C. ENGINEER CITY has the authority to stop work at any time if it determines that conditions are not in conformance with these specifications and applicable regulations. The stoppage of work shall continue until conditions have been corrected and corrective steps have been taken to the satisfaction of the ENGINEERCITY. Standby time required to resolve violations shall be at the contractor’s expense, and any fines, etc., for hazardous conditions or non-compliance shall be at the contractor’s expense and shall not be grounds for change orders or time extension.

1.05 NOTICES
A. Post a list containing the names, addresses, and telephone numbers of CONTRACTOR staff, and emergency medical services.

B. Additional postings shall include:

1. Visitor Entry and Exit Log.

2. Employee Daily Sign in Log.

3. Entry and Exit Procedures.

B. Entry into the work area by unauthorized individuals shall be reported immediately.

C. The CONTRACTOR shall be responsible for Project site security during work operations in order to protect work efforts and equipment.

1.07 EMERGENCY PLANNING
A. Emergency planning and procedures shall be developed by the CONTRACTOR prior to the start of Hazardous Materials Management activities and described in the CONTRACTOR's Hazardous Materials Management Work Plan.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-5
B. Emergency procedures shall be in written form and prominently posted. The CONTRACTOR shall ensure that all persons entering the work area read these procedures and understand the Project site layout, location of emergency exits and emergency procedures.

D. Employees shall be trained in evacuation procedures in the event of work place emergencies.

2. For serious injury or illness, worker decontamination shall take least priority. After stabilizing the injured worker, remove him from the work area and seek proper medical treatment.

3. Telephone numbers of all emergency response personnel shall be prominently posted in the clean and equipment rooms.

1.08 FIRE PROTECTION
A. CONTRACTOR is responsible for compliance with all federal, state and local fire protection regulations and codes and the fireprotection procedures established at the Facility.

B. CONTRACTOR’s means and methods will at a minimum provide for the following:

1. All plastic sheet and structural materials used in the hazardous materials management process shall be UL approved and certified as fire retardant or noncombustible.

2. All combustible rubbish and debris shall be properly disposed of at the end of each working day.

3. A minimum of two (2) 4A/60BC dry-chemical fire extinguishers shall be kept in the work area. They shall be charged and maintained in good working order.

4. CONTRACTOR shall ensure that on site personnel are aware of the location and proper use of all fire extinguishers and other fire/life safety equipment.

5. Maintain a fire watch for a minimum of thirty (30) minutes after the cessation of work.

6. Maintain fire/life safety information in the project log.

7. A statement shall be prepared at the conclusion of each workday, signed by CONTRACTOR, confirming that a survey of the work site has been made and that any unsafe fire/life safety conditions have been rectified.

8. Any work requiring open flame shall require a fire watch standing by with a 2A/60BC extinguisher until completion of the open flame work.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-6
PART 2 PRODUCTS

2.01 MATERIALS
A. CONTRACTOR must supply health and safety equipment required to protect workers and to comply with the Health and Safety Plan and CalOSHA requirements.

PART 3 EXECUTION

3.01 REPORTING UNUSUAL EVENTS
A. When an event of unusual and significant nature, as determined by ENGINEERCITY or ENGINEER , occurs at the site, CONTRACTOR shall prepare and submit a special report listing the chain of events, persons participating, responses and similar pertinent information. When such events are known or predictable in advance, advise ENGINEERCITY within five (5) calendar days.

3.03 GENERAL WORK
A. Where possible or as directed by Engineer, CITY or EOR, Contractor shall segregate waste streams to minimize hazardous and non-hazardous waste and maximize recycling/reuse of materials.

B. Maintain all containers in a continuously sealed condition after they have been filled.

Storage of containers must be in a secure location approved by the ENGINEERCITY.

3.04 HANDLING AND DISPOSAL OF HAZARDOUS AND REGULATED MATERIALS A. Perform all sampling and testing required to properly profile the material for waste reuse, recycling or disposal. CONTRACTOR shall provide for waste characterization and any related testing that may be required by the off-site materials management facility. All costs for testing shall be borne by the CONTRACTOR.

B. CONTRACTOR shall file all necessary notices, obtain all necessary permit and licenses and pay all governmental fees, taxes and other costs in connection with Hazardous Materials Management. It is the CONTRACTOR’s responsibility to obtain approvals from all regulators having jurisdiction over the Work.

C. CONTRACTOR shall segregate, contain, package, label, transport and dispose of Hazardous Materials in accordance with all DOT, EPA, California and local regulations.

Potential Hazardous Materials that may be encountered during completion of the Project may include, but are not limited to:

1. California reglated Universal Wastes, including:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-7
a. Electronic devices: Includes any electronic device that is a hazardous waste (with or without a Cathode Ray Tube (CRT)), including televisions, computer monitors, cell phones, VCRs, computer CPUs and portable DVD players. b. Batteries: Most household-type batteries, including rechargeable nickelcadmium batteries, silver button batteries, mercury batteries, alkaline batteries and other batteries that exhibit a characteristic of a hazardous waste . c. 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). d. Mercury-containing equipment: Thermostats, mercury switches, mercury thermometers, pressure or vacuum gauges, dilators and weighted tubing, mercury rubber flooring, mercury gas flow regulators, counterweights, dampers e. CRTs: The glass picture tubes removed from devices such as televisions and computer monitors.
f. CRT glass: A cathode ray tube that has been accidently broken or processed for recycling.
g. Non-empty aerosol cans.

2. Light ballasts

3. Biological wastes including raw sewage, bird or animal quano, mold.

4. Used oil or oil containing equipment

5. Radioactive wastes, for example tritium exit signs and smoke detectors

6. Pressurized vessels such as fire extinguishers and compressed gas cylinders

7. Refrigerator and HVAC refrigerants
D. Details regarding the specific OHM that are anticipated for the Project and the specific safety, training, performance, handling, and disposal requirements are provided in Part 4 of this specification.

E. The removal, packageing, storage, transportation, recycling and/or disposal of Hazardous Materials shall be completed in accordance with the CONTRACTOR’s Hazardous Materials Management Work Plan as reviewed and approved by the ENGINEERCITY.

3.05 WASTE HANDLING, TRANSPORTATION AND DISPOSAL
A. The Contractor shall provide legal transportation of the waste to the recycling, disposal, treatment, or disposal facility, and complete or obtain all required licenses, manifests, receiving facility waste profiles, or other forms. Copies of all forms or licenses, and the signed original of the waste manifest or other shipping document for each load shall be given to the ENGINEERCITY.

B. Waste, hazardous and non-hazardous, shall be recycled or disposed of at an authorized site in accordance with provisions of this Specification and applicable Federal, State, and local laws.

1. Any waste determined to be hazardous through analytical testing, shall be kept in a secured area or lockable container that is inaccessible to persons other than authorized personnel working on the Project. Hazardous waste containers shall be labeled in accordance with regulatory requirements, including the date waste collection commenced.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-8

2. Hazardous waste shall not remain on the Project site beyond 90 calendar days of the date generated. It shall be removed from the Project site and transported to an approved disposal facility before 90 calendar days has elapsed.

3. Waste shall not be transported from the work area to the storage container or waste hauler’s vehicle while staff are present in the path of travel. Where a path of travel cannot be cordoned off, the transportation of waste must be completed prior to or after staff are on site.

4. Hazardous and non-hazardous waste shall be kept in different containers and stored in separate locations. Commingling of waste is not permitted.

5. Containers used for hazardous waste shall meet the requirements of EPA and DOT for hazardous waste storage and transport.

6. Any debris or residue observed on containers or surfaces outside of the Work Area resulting from clean up or disposal activities shall immediately be cleaned.

C. Transportation of Hazardous Materials

2. Hazardous waste shall be transported by a RCRA/DOT/EPA certified hazardous waste transporter. Provide evidence that the hazardous waste transporter meets the requirements of this Specification.

3. Identify the facility to which the waste generated by this Specification shall be taken.

Evidence shall be provided verifying the facility is licensed and permitted to receive and handle recyclable, non-hazardous and/or hazardous waste as applicable.

5. Dump receipts, trip tickets, transportation manifests, weight certificates or other documentation of disposal shall be delivered to the ENGINEER CITY within 48 hours of disposal. The Uniform Hazardous Waste Manifest shall be signed by the generator (or designee), the transporter(s), and the disposal site operator each time the responsibility for the waste material is transferred. If a separate hauler is employed, the name, address, USEPA ID number and signature of the transporter shall also appear on the manifest.

3.06 MONITORING
A. Project Management and Inspection:

1. The CITY has the right to perform visual monitoring/oversight, air monitoring and/or confirmation sampling at any time.

B. The CITY shall proceed in accordance with the terms and conditions of the Amended and Restated Design-Build Contract Documents whenever the Work or protective measures are not in compliance with applicable governmental regulations, Contract requirements, and/or threatens the adjoining environment with lead contamination.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OTHER HAZARDOUS MATERIALS MANAGEMENT DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER 7758
01 35 43.17-9
PART 4 PROJECT SPECIFIC REQUIREMENTS

4.01 PROJECT SPECIFIC INFORMATION
A. The project specific soils conditions are summarized in the Soil Sampling and Analysis Report prepared for the Pproject by Forensic AnalytcalAnalytical Consulting Services dated April 4, 2020. Project Site is part of and within the FACILITY, and includes the following. [Describe the portion of the Project that requires Hazardous Materials management.]
A. The Pproject specific building materials are summarized in the Limited Asbestos and Lab Survey Report prepared for the Project by Forensic Analytical Consulting Services dated May 5, 2020.

B. Other Hazardous Materials (OHMs) at levels requiring action were not identified in the reports by FACS. If required because previously unidentified OHMs are identifie in the field, , Hazardous Materials Management OHM Work Plans shall be provided and certified by a licensed Industrial Hygienist. [Insert project specific requirements based on existing OHM survey and attach, or] [If an OHM survey of the Project Site has not been completed, CONTRACTOR shall include arranging for and conducting such a survey at its own expense. The OHM survey shall identify, locate and quantify OHM other than Polychlorinated Biphenyls (PCBs), Asbestos Containing Materials (ACMs), and Lead Containing Materials (LCMs), that are used, stored or managed at the FACILITY and within the Project area, including but not limited to materials that cannot be disposed as Solid Waste or materials that require sampling and analysis before such disposal.

CONTRACTOR shall provide the ENGINEER with a Hazardous Materials Survey Report that includes a summary of the findings and provides the quantity of each type of material identified, the locations of such materials, and the results of any sampling and analysis.] The above referenced reports provide the limits of the areas examined for hazardous materials. Should the CONTRACTOR identify areas beyond the limits of these investigations with suspected contamination, the CONTRACTOR shall notify the City as specified herein, and if required, a Hazardous Materials Management Work Plan shall be prepared and certified by a licensed Industrial Hygienist.

C.B. If CONTRACTOR believes they have discovered any hazardous materials not specified in the Soil Sampling and Analysis Report or the Limited Asbestos and Lab Survey Report during the execution of work, CONTRACTOR shall immediately stop work on the affected area and notify the ENGINEER and CITY .[Insert project specific health and safety, and training requirments for CONTRACTOR] Previously unidentified OHMs shall be treated as a Regulated Site Condition under the Amended and Restated Design-Build Contract.

END OF SECTION

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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT SITE SECURITY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 53 - 1
SECTION 01 35 53

SITE SECURITY REQUIREMENTS
PART 1 GENERAL

1.01 SUMMARY
A. Requirements of this section apply to work at the San José - Santa Clara Regional Wastewater Facility (FACILITY), 700 Los Esteros Road, San José, CA.

1. A.B. CONTRACTOR shall comply with the CITY’s protocol for personnel identification, vehicle hang tags, site access control, and CONTRACTOR deliveries.

B.C. CONTRACTOR shall be responsible for their own security of equipment and materials from commencement of work through contract completion.

D. CONTRACTOR shall assign an on-site security representative who shall be available at all times while work is being performed ensuring that requirements of this section are met.

This individual may be the CONTRACTOR’s Superintendent.

E. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR : The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-of-Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 SUBMITTALS
A. Submit name of the individual(s) designated as the on-site security representative (s) including his/her mobile phone numbers.

B. CONTRACTOR’s on-site security representative will be responsible for providing the FACILITY’s Dewatering Project’s Project Manager and FACILITY’s Security Supervisor a current list of deliveries including company name and personnel for inclusion in the FACILITY’s appointment calendar. CONTRACTOR’s on-site security representative shall be readily available to identify personnel and supervise deliveries as scheduled in the FACILITY’s appointment calendar. The Project Manager and Security Supervisor must be notified of any delivery schedule changes as soon as possible to be included in the appointment calendar.

C. CONTRACTORWhere CONTRACTOR’s onsite meetings or quality inspections are to be held within the developed area of the Regional Wastewater Facilitiy and quality inspections are CONTRACTOR shall notify the CITY’s Construction Manager and Project Manager. CITY’s Project Manager will required to be entered in this information the FACILITY’s appointment calendar. by the Project Manager. The CONTRACTOR will provide all pertinent information including business name, names of all attending, location in FACILITY and date and time to the Security Supervisor.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT SITE SECURITY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 53 - 2
D. The CONTRACTOR is responsible for identifying all of his/her staff, the Pproject description and location within the FACILITY as related to projects specified in the Special ProvisionsAppendix 1 of the Amended and Restated Design-Build Contract. If projects are to be in phases then the CONTRACTOR is responsible for providing a phase description, location and time frame per phase as needed. CONTRACTOR shall request the most recent version of complete the Security Review Form CIP , from the CITY, shall complete the form with all the information as stated above, and return the form to the FACILITY’s CITY Project Manager for processing.

1.03 CONTRACTOR IDENTIFICATION BADGING PROCEDURE
A. For CONTRACTORS, subcontractors or workers whose presence is required at the FACILITYProject Site or FACILITY and related to projects as specified in the Special Provisions, an ID badge must be obtained from the FACILITY Security Supervisor.

1. The CONTRACTOR’s on-site security representative must provide a list of their subcontractors or workers to the Project Manager to include in the FACILITY’S Security Review Form CIP.

2. If a worker is not on the list, at the discretion of the FACILITY Security Supervisor, he/she will take the name, business and number of the worker and contact the CONTRACTOR’s on-site security representative and the Project Manager to verify and escort the worker to the FACILITY. If approved by the Project Manager, the worker/CONTRACTOR shall be added to the Security Review Form CIP and turned into the Security Supervisor.

3. CONTRACTOR shall obtain the most recent version of the Contractor ID Badge Access Request Form from CITY. CONTRACTOR and his/her staff shall complete the Contractor ID Badge Access Request Form the form and return the form it to the CITY Project Manager for processing.

4. Once the Contractor ID Badge Request Form has been processed and the FACILITY Safety Video/Briefing has been conducted, the FACILITY Security Supervisor will determine the type of ID Badge that will be distributed to the CONTRACTOR and his/her staff.

5. All personnel need to wear ID badge when on site at the FACILITY. The ID badge provides visibility and security while working at the FACILITY during the approved contract time frame.

6. The CONTRACTOR’s on-site representative shall coordinate with the FACILITY Security Supervisor in scheduling workers needing to take a photo for their ID badge.

7. For workers who have been distributed a day use ID Badge, at the end of the workday, the CONTRACTOR’s site security representative is responsible for having the workers sign out, return the day use ID badge and escort the workers off property.

8. All identification badges shall be collected by the CONTRACTOR’s on-site security representative at the end of the job or assignment and returned to the Project Manager before the final payment will be made. Lost or non-returned identification badges will be charged $25.00 each at the CONTRACTOR’s expense.

B. All costs associated with this security procedure shall be borne by the CONTRACTOR.

1.04 VEHICLE IDENTIFICATION - HANG TAG PROCEDURE
A. For CONTRACTORS, subcontractors or workers on the Project Site or Regional Wastewater Facility, whose presence is required at the FACILITY related to projects as DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT SITE SECURITY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 53 - 3
specified in the Special Provisions, a vehicle hang tag must be obtained from the FACILITY Security Supervisor. CONTRACTOR shall obtain the most recent version of the Hang Tag Request Form from CITY.

1. The CONTRACTOR’s on-site security representative must provide a list of their workers to the Project Manager to include in the FACILITY’s Security Review Form CIP.

2. Workers who are not approved to park within the FACILITY will need to park in the visitor parking lot in front of the FACILITY’s Administration building or other designated area which does not require a hang tag.

3. CONTRACTOR and his/her staff shall complete the Contractor Vehicle Hang Tag Form and return the form to the Project Manager for processing.

4. Once the Contractor Vehicle Hang Form has been processed, the FACILITY Security Supervisor will determine the type of vehicle hang tag that will be distributed to the Contractor CONTRACTOR and his/her staff and subcontractors.

5. The ContractorONTRACTOR’s on-site representative shall coordinate with the FACILITY Security Supervisor in scheduling workers to issue contractor vehicle hang tags.

6. For workers who have been distributed a day use vehicle hang tag, at the end of the workday, the ContractorONTRACTOR’s on-site security representative is responsible for having the workers sign out; return the vehicle hang tag and escort the workers off property.

7. All hang tags shall be collected by the CONTRACTORontractor’s on-site security representative at the end of the expiration date of hang tag(s) to the Project Manager before final payment will be made. Lost or non-returned hang tags will be charged $25.00 each at the CONTRACTOR’s expense.

1.05 FACILITY’S SECURITY POLICY REPRESENTATIVE
A. The FACILITY’s security policy representative contact information is listed below. At any time when questions arise related to the FACILITY site security procedures, the FACILITY’s Security Supervisor shall be contacted, informed of the situation and further direction shall be obtained from the FACILITY’S Security Supervisor.

Ron Nickels
San José/ Santa Clara Regional Wastewater Facility
700 Los Esteros
San Jose, CA 95134
[email protected]
408.635.4000

1.06 PRODUCTIVITY LOST AND COST INCURRED DUE TO SECURITY REQUIREMENTS A. Time lost and/ or costs incurred due to CONTRACTOR’s non-compliance with FACILITY sSecurity measures (e.g., deliveries or personnel held at the gate without badges or identification, refusal of package deliveries, etc.) shall be deemed an inexcusable and non-compensable delay at CONTRACTOR’S sole risk. .

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT SITE SECURITY REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 53 - 4
PART 2 NOT USED
PART 3 NOT USED
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 1
SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Furnishing, maintaining, and removing construction facilities and temporary controls, including temporary utilities, construction aids, security, access roads, temporary controls, field offices and sheds, and removal after construction.

B. Minimum temporary facilities and controls requirements are specified in this section.

Nothing in this section is intended to limit types and amounts of temporary Work, and no omission from this sSection will be recognized as an indication that such temporary Work is not required for successful completion of the Project and compliance with the Construction DocumentsAmended and Restated Design-Build Contract.

1. B.C. Related Sections: NOT USED:

1. Section 01 14 00 – Work Sequence and Restrictions

2. Section 01 33 00 – Submittal Procedures

3. Section 01 35 53 – Site Security Requirements
D. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 SUBMITTALS
A. Informational Submittals:

1. For products specified to be furnished under this sSection, submit product data in accordance with Section 01 33 00 – Submittal Procedures.

2. Copies of permits and approvals for construction as required by Laws and Regulations and governing agencies.

3. Temporary Utility Submittals
a. Electric power supply and distribution plans
b. Water supply and distribution plans
c. Drainage plans
d. Dewatering well locations
e. Sanitary

4. Temporary Construction Submittals. CONTRACTOR has previously submitted items ae and g. Revisions to the MOPO Plan (Item f) shall be submitted by CONTRACTOR. a. Parking areas
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 2
b. CONTRACTOR’s field office, storage yard, and storage building plans, including gravel surfaced area
c. Fencing and protective barrier locations and details d. Staging area location plan
e. Traffic and Pedestrian Control and Routing plans: as specified herein, and proposed revisions thereto
f. Plan for maintenance of existing Plant operations (MOPO Plan) g. CONTRACTOR's Field Office Plans

5. Temporary Control Submittals
a. Dust control plan
b. Noise control plan
c. Plan for disposal of waste materials and intended haul

1.03 MOBILIZATION NOT USED
A. Mobilization shall include, but not be limited to, these items:

1. Obtaining all required permits.

2. Moving the CONTRACTOR’s field office and equipment required for the first month of operations onto site.

3. Install temporary construction power, wiring, and lighting facilities.

4. Provide onsite communications facilities, including telephones.

5. Providing onsite sanitary facilities and potable water facilities as specified and as required by all applicable laws and regulations.

6. Providing sedimentation and erosion control measures.

7. Arranging for and construction of the CONTRACTOR’s work and storage yard .

8. Posting OSHA required notices and establishing safety programs and procedures.

9.1. Having the CONTRACTOR’s superintendent at site full time.

1.04 TEMPORARY UTILITIES
A. Temporary Electrical Power:

1. CONTRACTOR shall provide power for construction at the plant site. He CONTRACTOR shall make arrangements with the electrical utility and with the CITY for power takeoff points, voltage and phasing requirements, transformers and metering and shall pay the costs and fees arising therefrom. The CONTRACTOR shall provide the special connections required for his work.

2. Subject to the ENGINEER’s CITY’s approval, temporary electric power for use during construction may be obtained from CITY’s electric system where adequate capacity and switching are available, and where the normal operation of any of the CITY’s facilities will not be adversely affected. In such cases, no charge will be made by the CITY for electric power.

3. Where use of the CITY’s power system is not possible or is not allowed, CONTRACTOR shall be responsible for obtaining a source of electric power for construction.

CONTRACTOR shall arrange with local utility to provide adequate temporary electrical service, including metering equipment. Cost of electric power in this case shall be borne by the CONTRACTOR.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 3

4. Provide and maintain adequate jobsite power distribution facilities conforming to applicable Laws and Regulations. When using permanent facilities, provide separate meter and reimburse CITY for power used in connection with performance of the Work.

B. Temporary Electrical Lighting:

1. In work areas, provide temporary lighting sufficient to maintain lighting levels during working hours, not less than lighting levels required by OSHA and state agency which administers OSHA regulations where Project is located.

2. When available, permanent lighting facilities may be used in lieu of temporary facilities.

C. Temporary Heating, Cooling and Ventilating:

1. Heat and ventilate work areas to protect the Work from damage by freezing, high temperatures, weather and to provide safe environment for workers.

2. Permanent heating system may be utilized when sufficiently completed to allow safe operation.

D. Temporary Water:

1. CONTRACTOR shall pay for and construct facilities necessary to furnish potable water for human consumption, including to the CITY’s construction trailers, and non-potable water for use during construction.

2. CONTRACTOR shall remove temporary piping and connections and restore affected portions of the Regional Wastwater Facility FACILITY and Project Site to original condition before Project Completion.

3. Development of Potable Water Supply:
a. CONTRACTOR shall install a CITY approved metering device and record the volume of potable water used at the construction site. Submit records to the ENGINEER CITY on a monthly basis.
b.a.Approved quantities of potable water are available from approved connections within the Facility without cost.

4. Non-Potable Water Supply:
a. Recycled water from the South Bay Water Recycling (SBWR) Facility is available to the Contractor free of charge from the Recycled Water Truck Fill Station located adjacent to the EBOS structure.
b. Use of the Recycled Water Truck Fill Station and subsequent use of the recycled water is conditional upon contractor’s personnel receiving SBWR training and compliance with SBWR requirements for use of recycled water. The SBWR training and requirements will be provided by the ENGINEERCITY. c. Non-potable water, other thanand Recycled Water, is available from approved hose valves within the Plant FACILITY without cost.
d. When combined demand of the Work and Plant FACILITY exceeds Plant FACILITY supply capacity, provide additional temporary supply capacity. e. Post ample signs throughout the Work area warning that Plant FACILITY water is not potable.

E. Temporary Sanitary Facilities:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 4

1. CONTRACTOR shall provide suitable and adequate sanitary facilities for his/her employees and his subcontractors and for the CITY’s construction trailer that are in compliance with applicable Laws and Regulations. Use of CITY’s sanitary facilities will not be permitted.

2. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent.

CONTRACTOR shall enforce the use of such sanitary facilities by all personnel at the site.

3. At completion of the Work, remove sanitary facilities and leave site in neat and sanitary condition.

F. Communication Services:

1. CONTRACTOR shall arrange and provide onsite local and long-distance telephone and internet service for use during the period of construction of the Contract.

2. The CONTRACTOR’s supervisory field staff must carry a cellular phone for external and team communications. In addition, the CONTRACTOR is to provide a radio communication system for internal communications.

3. The costs of installation and monthly bills for CONTRACTOR’s communication services shall be borne by the CONTRACTOR.

G. Utilities in Existing Facilities:

1. Refer to Section 01 14 00 – Work Sequence and Restrictions

1.05 CONSTRUCTION AIDS
A. Provide railings, kick plates, enclosures, safety devices, and controls required by Laws and Regulations and as required for adequate protection of life and property.

B. Use construction hoists, elevators, scaffolds, stages, shoring and similar temporary facilities of ample size and capacity to adequately support and move loads.

C. Design temporary supports with adequate safety factor to assure adequate load bearing capacity:

1. When requested, submit design calculations by a Professional Engineer registered to practice in the State of California prior to application of loads

2. Submitted design calculations are for information and record purposes only and not for review and approval

3. CONTRACTOR shall design sheeting, shoring, and bracing for trench excavation of five feet or more in depth in accordance with Article 6 of the Construction Safety Orders of CAL/OSHA and the California State Labor Code. The standards of design referred to in the Labor Code shall be those of CAL/OSHA
D. Accident Prevention:

1. Exercise precautions throughout construction for protection of persons and property

2. Observe safety provisions of applicable Laws and Regulations

3. Guard machinery and equipment, and eliminate other hazards

4. Make reports required by authorities having jurisdiction, and permit safety inspections of the Work
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 5

5. Before commencing construction Work, take necessary action to comply with provisions for safety and accident prevention
E. Signs and Equipment:

1. Provide temporary traffic control measures as required by CONTRACTOR’s Traffic Control Plan.

2. Provide signs at obstructions and hazards, such as material piles and equipment.

3. Provide barricades and light in order to protect existing facilities and adjacent properties from potential damage.

4. CONTRACTOR shall locate all barricades temporary and light in a manner which enable access by FACILITY operators.

5. Provide chain link fences in accordance with Section 80 of the July 1992 City of San Jose Standard Specifications. [NTD: To be Confirmed]
F. Above-Grade Protection:

1. On multi-level structures, provide safety protection that meets requirements of OSHA and State agency which administers OSHA regulations where Project is located.

1.06 SITE SECURITY
A. CONTRACTOR shall make adequate provision for protection of the Work area against fire, theft, and vandalism, and for protection of public against exposure to injury.

B. CONTRACTOR shall make good all damage to the CITY’s property resulting from CONTRACTOR’s failure to provide security measures as specified.

C. Maintain access controls pursuant to Section 01 35 53 – Site Security Requirements.

1.07 STORAGE YARDS AND BUILDING
A. Temporary Storage Yards: The CONTRACTOR shall construct temporary storage yards for storage Products that are not subject to damage by weather conditions.

B. Temporary Storage Buildings:

1. CONTRACTOR shall provide environmental control systems that meet the recommendations of Vendors and manufacturers of equipment and materials stored.

2. CONTRACTOR shall arrange for a chain link partition fence to provide security of contents and ready access for inspection and inventory.

3. CONTRACTOR shall store combustible materials (paints, solvents, fuels) in a well ventilated and remote building meeting all applicable safety standards.

1.08 ACCESS ROADS
A. On-Site Access Roads

1. CONTRACTOR shall utilize existing roads where shown on Site Logistics Plan (Appendix 1 of the DB Contract) and Drawings. Alignments for new routes must receive prior approval by the ENGINEERCITY.

2. Maintain access roads to storage areas and other areas to which frequent access is required.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 6

3. Maintain similar roads to existing facilities on site of the Work to provide access for maintenance and operation.

4. Protect buried vulnerable utilities under temporary roads with steel plates, wood planking, or bridges.

5. Maintain on-site access roads free of mud. Under no circumstances shall vehicles leaving the site track mud off the site onto the public right-of-way.

6. Upon completion of the Work, restore any ground surface disturbed by access road Construction to original grade.

1.09 PARKING AREAS
A. CONTRACTOR shall control vehicular parking to preclude interference with public traffic or parking, access by emergency vehicles, CITY’s operations or construction operations.

B. CONTRACTOR shall provide parking facilities for personnel working on site. No employee or equipment parking will be permitted elsewhere other than areas specifically designated for CONTRACTOR’s use.

C. CONTRACTOR shall not use public roads or undesignated areas for parking.

D. CONTRACTOR shall provide staff vehicles and site transportation, such as but not limited to, trucks, cars, and ATVs, as may be required. Pay all transportation and maintenance costs.

1.10 TEMPORARY CONTROLS
A. Site Maintenance:

1. Keep the work site clean and free from rubbish and debris. Materials and equipment shall be removed from the site when they are no longer necessary. Upon completion of the work and before final acceptance, the work site shall be cleared of equipment, unused materials, and rubbish to present a clean and neat appearance B. Air Pollution Control:

1. Do not discharge smoke, dust, and other contaminants into the atmosphere that violate the regulations of any legally constituted authority.

C. Dust Control:

1. Prevent dust nuisance caused by operations, unpaved roads, excavation, backfilling, demolition, or other activities

2. Control dust by sprinkling water, use of dust palliatives, modification of operations, or other means acceptable to agencies having jurisdiction.

3. Provide dust control in accordance with Section 10 of the July 1992 City of San José Standard Specifications and Section 01 35 43 (Environmental Procedures) D. Noise Control:

1. Between 7:00 pm and 7:00 am, noise from CONTRACTOR’s operations shall not exceed limits established by applicable laws or regulations and in event shall exceed 85dBA at a distance of 50 feet from the noise source.

2. Near office areas, perform Work in a manner to minimize noise DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 7
E. Mud Control:

1. Prevent mud nuisance caused by construction operations, unpaved roads, excavation, backfilling, demolition or other activities.

F. Pollution Control:

1. Prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris etc.

1.11 FIELD OFFICES AND SHEDS
A. CONTRACTOR’S FIELD OFFICE(S): CONTRACTOR is responsible for providing, equipping, maintaining, and removing upon Final Completion of the Work field office(s), appropriate for and sufficient to meet the needs of CONTRACTOR's staff. Type and location of field offices shall be subject to review by the ENGINEER CITY to assess adequacy to accommodate services required by Contract. This location may not be adjacent to the Work site.

Regular daily weekly janitorial services shall be furnished by CONTRACTOR including service to CITY’s construction trailer. during working hours each Day. Offices shall be swept, dusted, and waste receptacles emptied, and bathrooms and kitchens shall be cleaned.

A. CITY FIELD MEETING OFFICE:

2. In addition to the CONTRACTOR’s field offices(s), the CONTRACTOR must provide a dedicated field meeting CITY field office at the site. The CONTRACTOR shall be responsible for cleaning, maintaining, controlling access and scheduling the use of the CITY field meeting office. The field meeting CITY field office shall be located close to the CONTRACTOR's field office and shall meet the requirements set forth in Appendix 4, Attachment 4. .
. Area of the field meeting office shall not be less than 600 square feet. Office shall be of the portable trailer type unless otherwise specifically authorized by the ENGINEER CITY in writing and shall be a separate unit, not attached or connected to any other structures.
. Furnish the following items in good condition in the field conference room: table, with chairs, capable of seating a minimum of 20 individuals, two white boards, and projection screen
OFFICE EQUIPMENT: Provide and Mmaintain office equipment meeting the requirements set forth in Appendix 4, Attachment 4.

A. a copy machine, scanner, and facsimile machine on-site in the size and quantity to meet the requirement of the Contract during the progress of the Work, pay all charges, maintenance, and supplies.

A. COPY MACHINE AND SCANNER:
. The CONTRACTOR shall provide one new office copy machine and scanner for joint use by the CONTRACTOR and CITY. The copy machine shall be designed to produce a minimum of 50,000 copies per month and shall be dust resistant. . Copy machine shall employ a dry, electrostatic process and be capable of automatically feeding 8-1/2 by 11 and 11 by 17 originals and copying onto plain bond paper sheets at variable magnification from 50 percent to 200 percent. The DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ TEMPORARY FACILITIES AND CONTROLS

ENVIRONMENTAL SERVICES DEPT
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 50 00 - 8
machine shall have an automatic copy sorter and scanner. The paper tray for each size paper shall hold at least 144 sheets.
. The CONTRACTOR shall obtain and pay for a service and repair contract with a local representative of the copy machine dealer or manufacturer for on-call daily on-Site service. The CONTRACTOR shall furnish powders, cartridges, chemicals, paper and other materials required for proper operation of the copy machine.

A. COMPUTER SERVICES: Provide computers and commercial -grade broadband internet access, either DSL or cable, to perform Contract required services. The internet connection speed shall be a minimum of one gigabyte/second of bandwidth.

11. Provide for 24 hour technical support and a local or 1-800 phone number to troubleshoot and maintain the broadband connectivity.

12. Provide inside wiring to support a Local Area Network inside the field offices and meeting room.

13.1. Provide necessary equipment to allow internet connectivity that shall be capable of being configured by the CITY to allow VPN access from individual machines to the CITY’s network to support web-based document management system requirements per Section 01 35 25 (Web Based Design and Construction Management System).

1.12 REMOVAL
A. Remove temporary buildings and furnishings before inspection for Substantial Completion or when directed.

B. Remove all temporary facilities, such as water lines, gas lines, electric conduit and transformers, shoring, crane base and hoist foundation construction, etc. unless indicated otherwise in the Construction DocumentsAmended and Restated Design-Build Contract. Restore site to original, or new, conditions patching and filling as required to match adjacent surfaces.

C. Clean and repair damage caused by installation or use of temporary facilities.

D. Restore existing facilities used during construction to specified or original condition.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT TEMPORARY STORM WATER POLLUTION CONTROL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 57 23 - 1
SECTION 01 57 23

TEMPORARY STORM WATER POLLUTION CONTROL
PART 1 GENERAL

1.01 SUMMARY
A. Use this specification in conjunction with the provisions of Section 7-1.01G, “Water Pollution” of the City of San Jose Standard Specifications, July 1992.

B. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 WATER POLLUTION CONTROL PLAN
A. CONTRACTOR shall submit a Water Pollution Control Plan to the ENGINEER CITY for approval prior to proceeding with any work. CONTRACTOR previously submitted this plan under its Early Works Package for areas affected by Early Works Package work; the plan shall be updated to reflect stormwater pollution control measures if required included for other areas of the Project.

B. The Water Pollution Control Plan shall comply with the requirements set forth in the most recent version of the Erosion Control and Sediment Control Field Manual for California and the 2009 California Stormwater Quality Association (CASQA) Best Management Practice (BMP) Handbook, Construction.

C. The Water Pollution Control Plan shall ensure the Pproject site is protected during all storm events for the entire duration of the Pproject by implementing and maintaining temporary erosion and sediment control including, but not limited to, the following:

1. Construction of any and all necessary systems required to eliminate contaminants from entering the storm system.

2. Clean up and control of work site materials, spoils and debris.

3. Removal of contaminants produced by equipment used for the construction of the Pproject.

4. Prohibition of illicit discharge (non-rain water) into the storm system.

5. Provisions for all labor, materials, equipment and apparatus not specifically mentioned herein or noted on the plans, which are incidental and necessary to complete the work.

PART 2 PRODUCTS
A. BMP PRODUCTS
B. BMP Products shall be as specified in the 2009 CASQA BMP Handbook, Construction.

PART 3 EXECUTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT TEMPORARY STORM WATER POLLUTION CONTROL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 57 23 - 2

3.01 WATER POLLUTION CONTROL MEASURES
A. Erosion and sediment control work shall consist of applying BMP’s to control the discharge of stormwater pollutants from the Pproject site.

B. BMP’s shall be used to cover all temporary erosion and sediment control situations that arise during construction, including unanticipated field conditions.

C. Erosion and sediment control measures shall control and contain erosion-caused silt deposits and provide for the safe discharge of silt-free storm water into existing and proposed storm facilities.

D. CONTRACTOR shall be responsible for ensuring that all sub-contractors and suppliers are aware of all water pollution control measures and that they implement such measures.

E. Failure to comply with the stormwater quality regulations and specifications will result in the issuance of corrective notices, citations, fines, and/or a Pproject stop order.

F. CONTRACTOR shall assign a person responsible for CONTRACTOR’s daily compliance with erosion and sediment control measures. The name of this person shall be on record with the ENGINEER CITY and Project Inspector, along with a phone number where they can be reached twenty-four (24) hours a day.

3.02 EROSION AND SEDIMENT CONTROL
A. Temporary erosion and sediment control work shall consist of applying erosion control materials to embankment slopes, excavation slopes and other areas designated on the Water Pollution Control Plan.

B. Sediment control includes, but is not limited to:

1. Fiber roll

2. Silt fence

3. Inlet protection

4. Gravel bags

5. Headwall protection

6. Stabilized construction entrances and exits

3.03 EMERGENCY EROSION AND SEDIMENT CONTROL
A. Emergency erosion and sediment control shall consist of any measure not addressed in the approved Water Pollution Control Plan that the ENGINEER CITY or ENGINEER deems necessary to prevent degradation of water quality after the start of construction.

B. Work under Emergency Erosion and Sediment Control shall be considered as extra work paid for on a force account basis as indicated in Sections 9-1.03 and 4-1.03D of the City of San Jose Standard Specifications, July 1992.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT FIELD ENGINEERING
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 71 23 - 2
SECTION 01 71 23

FIELD ENGINEERING
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Field Engineering to establish lines and grades for the Work.

B. Related Sections: NOT USED

1. Section 01 77 00 – Closeout Procedures
C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

3. CITY: The City of San Jose, its staff, and representatives

1.02 SUBMITTALS
A. Informational Submittal:

1. Qualifications of Surveyor or ENGINEER: Registered Professional Civil Engineer or Land Surveyor in the State of California.

1.03 UTILITY NOTIFICATION AND COORDINATION
A. Coordinate all utility Work with the ENGINEERCITY. The ENGINEER CITY will contact the FACILITY’s Subsurface Utility Locating and Designating Team.

B. Coordinate the Work with various utilities within Project limits. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work.

1.04 SURVEY MONUMENT PRESERVATION
A. It is the sole responsibility of the CONTRACTOR to save and protect any existing survey monuments which are not identified for removal and replacement on the Pproject plans.

B. In the event that disturbance or destruction of any survey monument is necessary, regardless of whether removal and replacement is indicated on the Pproject plans, the CONTRACTOR shall contact the ENGINEER CITY and City Survey Section at (408) 975-7310 seventy-two (72) hours in advance.

C. If the specified notice is not given to the City Survey Section and/or the survey monument is disturbed or destroyed without reference points having been set, the City Survey Section will re-establish the original position of the survey monument and the associated land surveying costs will be at the CONTRACTOR’s expense and will be deducted from the CONTRACTOR’s pay letter.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT FIELD ENGINEERING
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 71 23 - 3

1.05 SURVEY MONUMENT REMOVAL AND REPLACEMENT
A. Survey monuments shall conform to the provisions of Section 81, “Monuments,” and Section 1301-1.4, “Survey Monuments and Points,” of the City of San Jose Standard Specifications, Details R-16, R-17, and R-18 of the City of San Jose Standard Details, and these Special Provisions provisions.

B. The City Survey Section will set reference points for survey monuments which are identified for removal and replacement on the Pproject plans, or which are otherwise threatened by construction activities associated with this Pproject. If such referenced survey monuments are disturbed or destroyed, they shall be replaced according to the following procedure:

1. When construction in the vicinity of the original monument is substantially complete (finished grade is achieved), the City Survey Section will set reference points (typically four (4) 2’ cross-ties) from which the approximate centerpoint of the new survey monument box can be located.

2. Based on the reference points, the CONTRACTOR shall position and construct a new Standard City Monument in accordance with Detail R-16 of the Standard Details.

3. The CONTRACTOR shall obtain a monument box frame and cover (and riser ring, if necessary) which conforms to Detail R-18 (Type I Monument Box) of the Standard Details. The City Survey Section will provide the CONTRACTOR with a stamped brass marker disc to be set in concrete at the intersection of the cross-ties within the survey monument box in accordance with Detail R-16 of the Standard Details.

4. Upon completion of the construction of the survey monument box by the CONTRACTOR, the City Survey Section will punch the brass marker disc with the exact location of the original point.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION

3.01 CONSTRUCTION STAKES, LINES AND GRADES
A. Execute Work in accordance with the lines and grades indicated on Pproject plans.

B. Make distances and measurements on horizontal plans, except elevations and structural dimensions.

3.02 SURVEY REFERENCE POINTS
A. Basic reference line, a beginning point on basic reference line, and a benchmark will be provided, by ENGINEERCITY.

B. From these reference points, establish other control and reference points as required to properly layout the Work.

C. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction.

1. Make no changes or relocations without prior written notice.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT FIELD ENGINEERING
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 71 23 - 4

2. Replace Project control point, when lost or destroyed, in accordance with original survey control.

3. It is the CONTRACTOR’s sole responsibility to save and protect these surveying points.

Any and all re-staking will be done at the CONTRACTOR’s expense.

D. In the event of discrepancy in data or staking provided by CITY, request clarification before proceeding with Work.

3.03 PROJECT SURVEY REQUIREMENTS
A. Establish a minimum of 2 permanent benchmarks on site referenced to data established by survey control points.

B. Record permanent benchmark locations, including horizontal and vertical data, on Project Record Documents.

C. Assume responsibility for accuracy of stakes, alignments, and grades by performing verifications and checking in accordance with standard surveying practice.

3.04 QUALITY ASSURANCE
A. Accuracy of stakes, alignments, and grades may be checked randomly by ENGINEERCITY or ENGINEER.

1. Notice of when checking will be conducted will be given.

2. When notice of checking is given, postpone parts of the Work affected by stakes, alignments, or grades to be checked until checked.

3. Do not assume that ENGINEER’s CITY’s or ENGINEER’s check substitutes or complements required field quality control procedures.

4. Provide competent employee(s), tools, stakes and other equipment and materials as ENGINEER CITY may require to:
a. Establish control points, lines and easement boundaries. b. Check layout, survey, and measurement Work performed by others.

3.05 RECORD DOCUMENTS
A. Prepare and submit Record Documents as specified in Section 01 77 00 – Closeout Procedures.

B. Maintain complete, accurate log of control points and survey.

C. Affix Professional Civil Engineer’s or Land Surveyor’s signature and registration number to Record Drawing to certify accuracy of information shown.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT CLOSEOUT PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 77 00 - 1
SECTION 01 77 00

CLOSEOUT PROCEDURES
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Contract closeout requirements including:

1. Final cleaning

2. Preparation and submittal of closeout documents

3. Final completion certification

1. B. Related Sections: NOT USED

1. Section 01 33 23 – Record Drawings

2. Section 01 71 23 – Field Engineering

3. Section 01 78 23 – Operation and Maintenance Manuals

4. Section 01 78 23.01 – CMMS Submittal

5. Section 01 91 14 – Testing, Training, and Facility Start Up

1. Section 01 78 36 - Warranties and Bonds
C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR : The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

2.3. CITY: The City of San Jose, its staff, and representatives

1.02 CLOSEOUT DOCUMENTS
A. Informational Submittal: CONTRACTOR shall submit closeout documents to CITY with the application for final payment.

1.03 FINAL CLEANING
A. Perform final cleaning prior to inspections for Substantial Final Completion.

B. Use cleaning materials which are recommended by manufacturers of surfaces to be cleaned.

C. Prevent scratching, discoloring, and otherwise damaging surfaces being cleaned.

D. Clean roofs, gutters, downspouts, and drainage systems.

E. Remove dust, cobwebs, and traces of insects and dirt.

F. Broom clean exterior paved surfaces (e.g. walks, steps and platforms) and remove dust, dirt and other disfigurations from exterior surfaces of site work.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT CLOSEOUT PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 77 00 - 2
G. Clean grease, mastic, adhesives, dust, dirt, stains, fingerprints, paint, blemishes, sealants, plaster, concrete, and other foreign materials from sight-exposed surfaces, and fixtures and equipment.

H. Clean each surface or unit of Work and remove non-permanent protection and labels.

I. Wipe surfaces of mechanical and electrical equipment clean. CONTRACTOR shall remove excess lubrication and other substances.

J. Clean light fixtures and replace burned out or dim lights.

K. Repair any damage to existing roadway, fencing, etcetera, due to construction activities.

L. Remove all temporary work form the site including but not limited to fencing, sign boards, samples, and any other items not considered part of the permanent Work.

1.04 WASTE DISPOSAL
A. Arrange for and dispose of surplus materials, waste products, and debris off-site. Prior to making disposal on private property, obtain written permission from CITY of such property.

B. Do not fill ditches, washes, or drainage ways which may create drainage problems.

C. Do not create unsightly or unsanitary nuisances during disposal operations.

D. Maintain disposal site in safe condition and good appearance.

E. Complete leveling and cleanup prior to final acceptance of the Work.

1.05 TOUCH-UP AND REPAIR
A. Touch-up or repair finished surfaces on structures, equipment, fixtures, and installations that have been damaged prior to inspection for Substantial Completion.

B. Refinish or replace entire surfaces which cannot be touched-up or repaired satisfactorily.

1.06 CLOSEOUT DOCUMENTS
A. Unless previously submitted, Ssubmit the following Closeout Submittals upon Substantial Completion following Acceptance and prior to Final Completion and at least seven (7) days prior to submitting Application for Final Payment:

1. Evidence of Compliance with Requirements of Governing Authorities

2. Record Drawing Documents

3. Final CMMS Submittal

4. Final Operation and Maintenance Manuals and Final Training Videos

5. Final SOPs

6. Final Inventory of Spare Parts Spare Parts

7. Warranties and Bonds

8. Final Reports on Testing: Functional/Loop/Start-Up
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT CLOSEOUT PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 77 00 - 3

9. Graphics designed in DCS

10.9. All Approved Material used in the project

11. Evidence of Payment and Release of Stop Payment Notices as outlined in Conditions of the Contract

12.10. Release of claims as outlined in Conditions of the Contract

13.11. Survey Record (

14.12. Certificate of Final Completion

1.07 CERTIFICATE OF FINAL COMPLETION
A. Once the Acceptance testing that is required by Section 01 91 14 Testing, Training and Facility Start Up and by the Amended and Restated Contract including Appendix 9 has been successfully completed, CITY will certify that new facilities are operationally complete. CITY will then schedule and conduct a walk-through inspection with CITY and CONTRACTOR and publish a punch list to the CONTRACTOR for correction.

B. List of items to be completed or corrected will be amended as items are resolved by CONTRACTOR.

C. When all items have been completed or corrected, submit written certification that the entire work is complete in accordance with the Amended and Restated Design-Build Contract Documents and request final inspection.

D. Upon completion of final inspection, CITY will either prepare a written acceptance of the entire work or advise CONTRACTOR of work not complete. If necessary, inspection procedures will be repeated.

1.08 POST CONSTRUCTION MEETING
A. Prior to warranty expiration, CONTRACTOR shall meet with and inspect the Work with CITY staff and CITY.

B. Inspect the Work and draft list of items to be completed or corrected.

C. Review service and maintenance contracts and take appropriate corrective action when necessary.

D. Complete or correct defective work and extend correction period accordingly.

E. Require attendance of Superintendent, appropriate manufacturers and installers of major units of constructions, and subcontractors.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 1
SECTION 01 78 23

OPERATION AND MAINTENANCE SERVICE MANUALS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes: Preparation and submittal of paper and electronic operation and maintenance vendor service manuals. Operation and maintenance information shall be provided for each piece of equipment, equipment assembly, or subassembly and material provided or modified under this the Design-Build Ccontract. The Design-Build Contract includes additional requirements for the operation and maintenance manual that must be prepared for the Dewatering Facility as a whole.

B. Section includes: Providing information for all new assets provided under this contract to populate the Regional Wastewater Facility’s (RWF or FACILITY’s) computerized maintenance management system (CMMS) in accordance with Standard Operating Procedure (SOP) AM 100, Asset Tagging Convention and Section 01 78 23.01 “CMMS SUBMITTALS”.

C. Definitions: The following definitions are used throughout this specification section:

1. CONTRACTOR: The Design-Builder for the Dewatering Project

2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project

1.3. CITY: The City of San Jose, its staff, and representatives

1.02 RELATED SECTIONS: NOT USED
A. The following Sections are related to the Work described in this Section. This list of Related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents.

1. Section 01 33 00 – Submittal Procedures

2. Section 01 35 25 – Web-Based Design & Construction Management System

3. Section 01 78 23.01 – CMMS Submittals

4.1.Section 01 78 43 – Spare Parts

1.03 SUBMITTALS
A. Hard and eElectronic copies required in this sSection are in addition to electronic copies required by Section 01 35 25 – Web-Based Design and Construction Management System (see Appendix 7 of the Amended and Restated Design-Buid Contract, Attachment 7A).

B. Submit four (4) printed bound copies, and one (1) electronic copy of the draft operation and maintenance manuals, and asset information files to CITY for review no less than 90 days prior to training on the applicable piece of equipment. . Draft operation and maintenance manuals shall be submitted to the CITY prior to shipment of equipment to the site. The manuals shall receive a submittal rating of NO EXCEPTIONS TAKEN or MAKE CORRECTIONS NOTED by the ENGINEER CITY in accordance with Section 01 33 00, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 2
Submittal Procedures as modified for the Dewatering Project (see Design-Build Contract Appendix 7, Attachment 7A) before field quality control testing and before training of each piece of equipment or system may start.

C. Revise and resubmit draft manuals and asset information files (prefinal manual), as required, for each piece of equipment or system. The prefinal manual and asset information files shall receive a submittal rating of NO EXCEPTIONS TAKEN by the ENGINEER CITY in accordance with Section 01 33 00, Submittal Procedures as modified for the Dewatering Project (see Design-Build Contract Appendix 7, Attachment 7A) as a condition of Substantial Completion or at least 60 calendar days before starting to train the FACILITY’s personnel on each piece of equipment or system, whichever is sooner.

Submit five (5) printed bound copies and one (1) electronic copy on CD or DVD of the prefinal manuals and assett information files.

C.D.Following training, commissioning, and Acceptance, revise and resubmit final versions of the manuals and assett information files for City acceptance. final accepted manuals and asset information files within 30 calendar days of acceptance of equipment or systems. Final manuals shall include all previous submittal information pertinent to the operation and maintenance manuals and asset information files, all source quality control testing data, field quality control test results, startup reports, training materials, and detailed course outlines that could not be included prior to start-up, testing, commissioning, and training. Shipment of equipment will not be considered complete until all required manuals and equipment data has been received. Submittal of final accepted manuals and asset information files shall include five hard copies and one electronic compies and shall be a condition precedent to Final Completion.

D.E.Submittals shall be provided in accordance with Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project.

E.F.Make additions and revisions to the manuals and asset information files in accordance with ENGINEER’S CITY’S review comments.

F.G.Make the final accepted manuals available at project site for use by project construction personnel and CITY.

G.H.Number sequentially using the prefix "O&M" followed by the submittal numbering process in Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project.. For example, O&M_012-01 is the first resubmittal of O&M Submittal number

12. H.I. Supply operation and maintenance information for all equipment requiring maintenance or other attention; provide an operation and maintenance manual prepared by the supplier for each type of equipment indicated in the individual specifications sections; furnish parts lists and operating and maintenance instructions for other equipment not listed in the specifications.

I.J. Provide operation and maintenance manuals, lists of all parts and information required under this Section, in addition to any instructions or parts lists packed with or attached to the equipment when delivered, or which may be required from CONTRACTOR.

J.K.Complete Attachment 1 – Maintenance Summary for each piece of equipment. (refer to the end of this specification section).

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 3

1.04 PREPARATION AND FORMAT
A. Assemble Final manuals and other final data in the format as follows:

1. Provide Final operations and maintenance manuals in sturdy 3-ring binders with rigid covers and tab sheets. Assemble material, where possible, in the same order specified, with each volume having a table of contents and suitable index tabs.

2. Print on the heavy, first quality paper: 8-1/2 by 11-inch size.

3. Reduce drawings and diagrams to 11 by 17-inch size.
a. When reduction is not practicable, fold drawings separately and place in envelopes to be bound into the manuals.
b. Label each drawing on the outside with appropriate identification. c. Each drawing file shall be legible when viewed on a 22" monitor at 1920 x 1080 resolution and when printed out on letter, legal or 11-inch x 17-inch size paper unless other sizes are approved.

4. Place the following information on the outside of the cover of each manual:

OPERATION AND MAINTENANCE DATA
[INSERT DESCRIPTIONS OF EQUIPMENT]
SPECIFICATION SECTION [______]

SAN JOSE SANTA CLARA REGIONAL WASTEWATER FACILITY
PROJECT – NAME OF PROJECT
B. Prepare asset information files using SOP AM 100 as a guidance document and in accordance with Section 01 78 23.01.

C. Provide electronic copies of draft, prefinal and final manuals in accordance with section

1.05 of this specification section.. Contents of the CD(s)/DVD(s) electronic final manuals shall match the final printed copies of the manuals and asset information files page for page.

D. A separate CD/DVD or set of CDs/DVDs electronic file and final hardcopy shall be submitted for each manual and asset information file.

E. PDF File Format Requirements: see paragraph 1.05
F. Asset Management Data: Follow the format of the attached CITY-provided documents when entering the asset information. The information shall be furnished electronically in editable document format (e.g., Excel format only).

G. Contents of Operation and Maintenance Manuals:

1. Cover Page: Equipment name, equipment tag number, project name, FACILITY’s name, process area, audience group, SME approver, date. Process area, audience group and SME approver lists will be provided by the ENGINEERCITY.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 4

2. Provide names, addresses, and telephone numbers of the manufacturer, the nearest representative of the manufacturer, and the nearest supplier of the manufacturer's equipment and parts.

3. Table of Contents: General description of information provided within each tabbed section

4. Provide names, addresses, and telephone numbers of the manufacturer, the nearest representative of the manufacturer, and the nearest supplier of the manufacturer's equipment and parts.

5. Vendor’s and Manufacturer’s product data with catalog number.

6. Lubrication Information: Required lubricants and lubrication schedules, including commercial number of each

7. Control Diagrams: Internal and connection wiring including logic diagrams, wiring diagrams for control panels, ladder logic for PLC-based systems, HPC800 Function Blocks for DCS-based systems, and connections between equipment wiring of existing systems and new additions; and adjustments such as calibrations and set points for relays, and control or alarm contact settings.

8. Start-up Procedures: Recommendations for installation, adjustment, calibration, and troubleshooting

9. Operating Procedures:
a. Step-by-step procedures for starting, operating, and stopping equipment under specified modes of operation, including any post-shutdown procedures b. Safety precautions that should be taken when operating equipment c. Instructions to shutdown and/or turn off equipment in an emergency. Include restart procedures d. Provide table with set points and additional parameters for all processes and controllable equipment
e. Identify User/Operator access roles and if special permissions are required for certain procedures

10. Preventive Maintenance Procedures: Recommended steps and schedules for maintaining equipment in good working condition, including routine procedures for troubleshooting

11. Overhaul Instructions: Directions for disassembly, inspection, repair and reassembly of the equipment; safety precautions; and recommended tolerances, critical bolt torques, and special tools that are required

12. Material Safety Data Sheets, as appropriate.

13. Parts List: Generic title and identification number of each component part of equipment; including bearing manufacturer, model and ball or roller pass frequencies for every bearing

14. Spare Parts List (Section 01 78 43): Recommended number of parts to be stored at the site and special storage precautions [NTD: Deletion to be confirmed: right now we don’t included this spec section]

15. Drawings: Exploded view or plan and section views with detailed callouts

16. Provide electrical and instrumentation schematic record drawings

17. Source (Factory) Quality Control Test Results: Provide copies of factory test reports as specified in the individual equipment sections.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 5

18. Field Quality Control Test Results: After field testing is completed, insert field test reports as specified in Section 01 91 14, and the individual equipment sections.

19. Equipment Summary Form: Completed form found in this sSection. Insert completed Equipment Summary Form (Attachment 1) into separate tab and reference tab in Table of Contents. The manufacturer’s standard form will not be acceptable.

20. Warranty Information: List and explain the various warranties and include the servicing and technical precautions prescribed by the manufacturers or Amended and Restated Design-Build Contract Documents to keep warranties in force.

1.05 FORMAT OF ELECTRONIC SUBMITTALS [NTD: CITY TO CONFIRM THAT THIS SECTIONS MATCHES MOST CURRENT REQUIREMENTS]
A. General:

1. All Operation and Maintenance Manuals and asset information files shall be provided on a CD-ROM or DVD-ROM in the appropriate file format as specified in this Sectionelectronically per . City Specification Section 01 35 25 Web-Based Design & Construction Management, as modified for the Dewatering Project.

2. Electronic submittals required by Section 01 35 25 Web-Based Design & Construction Management shall include all information and file format as specified in this sSection.

3. Electronic submittals must include all information in the printed copy submittal, and be arranged in the same order.

4. After the documents are in correct electronic format as specified herein, copies shall be given to the ENGINEER CITY on a flash drive as a 120-mm, 700-MB, 80-minute CD-ROM or DVD-ROM compatible with Microsoft Windows.

5. CD-ROM or DVD-ROM disks Electronic documents shall be labeled with the Pproject name, Pproject number, and a brief description of the contents.

6. If multiple electronic manual or asset information file submittals are made on one CD-ROM or DVD-ROMflash drive or electronic submittal, all files shall be organized in a manner that directly corresponds to the order and nomenclature of the submittal log. Each submittal must be located in its own subdirectory, where the subdirectory name corresponds to the submittal number.

7. Electronic files shall be saved in the latest version of Adobe Acrobat PDF format with the following characteristics.
a. The PDF files on each CD or DVD shall have “clickable” link for each of the items in the table of contents to the correspondingpages and sections in the entire document. They shall also be bookmarked with links to the main table of contents and allow for the search functions of Adobe Acrobat to be used. b. Each section (tab) and heading shall be bookmarked.
c. Each bookmark must reflect the structure of the Manual. d. All levels of bookmarks must appear in a collapsed and visible state when the file is opened.
e. Bookmarks shall have logical descriptions by function, process area, or equipment description. Headings such as “Section A” or “Chapter 1” are not acceptable.
f. PDF files shall have embedded thumbnails for each page and be optimized for fast web view.
g. Optimized for byte-serving
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 6
h. Screen optimized
i. Save files so that printing and selection of text and graphics is allowed j. Save files so that editing of files through Adobe Reader is not allowed k. Force navigation pane “on” when file is opened
l. Links within files to other files shall use relative addressing m. File names convention is:

Process Area_Title of the Document_Document Type
A list of process areas and document types will be provided by the ENGINEERCITY.
n. Password protection of files is not acceptable
o. Fonts used within a document shall be embedded within each PDF file, unless font type is Arial, Helvetica, or Times New Roman True Type fonts

8. One single PDF document, with separate drawing files as necessary, is preferred for each manual. If a manual is broken into multiple volumes due to the large size of the printed version, a single PDF file for the electronic version shall be submitted.

B. Documents:

1. All technical information shall be provided electronically in Adobe Acrobat PDF format. These files shall be provided by the original equipment manufacturer (OEM).

2. PDF files shall be created from the native format of the document (e.g., Microsoft Word, Excel, AutoCAD, etc.). Scanned images are not acceptable. a. Materials not available in original electronic format (available only in paper format) shall be scanned into a electronic format and cleaned to remove smudges, fingerprints, artifacts, and other extraneous marks as specified in this sSection. CONTRACTOR shall scan (minimum 600 x 600 dpi resolution) and convert the OEM hard copies to Adobe .pdf format.

3. Text shall appear and paginate as it would in a printed copy.

4. Text shall be searchable.

5. Any items or options not provided in the supplied equipment or system shall be deleted.

6. Where a packaged control system is provided with equipment, provide completely annotated ladder logic for a Programmable Logic Controller (PLC) in both printed and electronic format.

C. Drawings:

1. All drawing data shall be provided in electronic format compatible with RWF CAD standard, AutoCAD 2017. All drawings included in the manuals shall be provided in DWG or DXF format.

2. Drawings shall have a white background.

3. Drawing shapes shall not degrade when closely zoomed.

4. Screening effects intended to de-emphasize detail in the drawing must be preserved.

5. Any items or options not provided in the supplied equipment or system shall be deleted.

6. Converting printed record drawings:

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 7
a. Record drawings that exist in printed copy only shall be provided as one Image PDF or Searchable Image PDF file. The following section details the requirements for scanning and converting printed drawings to PDF format. b. Converting the sections of a printed record drawing:
1) Each set of drawings shall be provided as one multi-page PDF file. 2) The cover of the drawing set shall be page 1 of the PDF file. 3) When the PDF file opens, the entire cover shall be visible. 4) Drawings shall be scanned at 200 to 300 DPI B&W Group IV Compression. 5) When a photo is present in the background of the drawing, scan at 400 DPI B7W Group IV to provide enough resolution to appear as a grayscale image. 6) Bookmarks: At a minimum, bookmark each discipline, area designation, or appropriate division of the drawing set.

D. Converting documentation to electronic formats:

1. Documentation falls into one of the following two classifications: (1) Archival or (2) Living.
a. Archival documentation: Typically does not require updating to remain valid and should be stored in a format that preserves the document and limits ability to make changes. The following is a list of archival type documentation:
1) Record drawings
2) Reports
3) Specifications/shop drawings
4) Equipment manuals
5) Photos
6) Demonstration and training videos
7) Other documents.
b. Living documentation: Requires periodic updates to remain valid and should be stored in formats that allow for easy updating. The following is a list of living type documentation:
1) Facility O&M Manuals
2) Standard Operating Procedures
3) CMMS Information
E. Special Provisions for PLC manuals:

1. Manuals shall contain a copy of the most current PLC program with descriptors for each newly installed PLC at the FACILITY. The electronic copy of the manual shall contain the actual PLC files and not a PDF version of the actual file.

2. Manuals shall contain a copy of the training manual. The electronic copy of the manual shall contain the actual Microsoft Word document and not a PDF version of the actual file.

3. For PLC-based systems, manuals shall contain a copy of the memory maps from PLC to PLC or to other devices such as motor control centers (MCCs) and variable frequency drives (VFDs). If both DCS and PLC are used, both the I/O map for HPC800 and the memory map for PLC shall be included. The electronic copy of the manual shall contain the actual Microsoft Excel workbook for the input/output (I/O) map and not a PDF version of the actual file.

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 8

4. Electronic copies of the manuals shall contain a copy of the most current 3D model files used for the HMI screens in the native, editable format of the software.

5. Electronic copies of the manuals shall contain a copy of the most current HPC800 and/or PLC system Pproject back up. For HPC800-based projects include all Objects and Aspects necessary for the Pproject.

6. The paper and electronic copies of the manuals shall contain any and all other material not explicitly stated here, but of value and importance to the operation and maintenance of the control system.

1.06 VALVE AND GATE IDENTIFICATION
A. The CONTRACTOR shall prepare a valve and gate schedule for all tagged/numbered valves and gates required for the work showing a number, the location, type, function, and normal operating position, for each valve and gate. The schedule shall be submitted to the ENGINEER CITY electronically and three (3) hard copies for acceptance not more than 30 calendar days prior to start-up.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
A. PAYMENT

1. Final O&M information for the Pproject must be delivered to the FACILITY CITY prior to project Final cCompletion. Final Progress Payments will not be processed until the specified final O&M information has been delivered to the FACILITYCITY.

B. FIELD CHANGES

1. Following the acceptable installation and operation of an equipment item, the item’s instructions, and procedures shall be modified and supplemented by the CONTRACTOR to reflect any field changes or information requiring field data.

PART 4 ADDITIONAL REQUIREMENTS (NOT USED)

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

CITY OF SAN JOSÉ

ENVIRONMENTAL SERVICES DEPT OPERATION AND MAINTENANCE MANUAL DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23 - 9
ATTACHMENT 1
SECTION 01 78 23 - OPERATIONS AND MAINTENANCE MANUALS

MAINTENANCE SUMMARY

1. EQUIPMENT ITEM

2. MANUFACTURER

3. EQUIPMENT PURCHASE DATE/PRICE

4. EQUIPMENT IDENTIFICATION TAG NUMBER(S)

5. LOCATION OF EQUIPMENT

6. WEIGHT OF INDIVIDUAL COMPONENTS (OVER 100 POUNDS)

7. NAME PLATE DATA
Horsepower
Amperage
Voltage
Service Factor (S.F.)
Speed
ENC Type
Capacity
Other

8. MANUFACTURER’S LOCAL REPRESENTATIVE
Name
Address
Telephone Number
E-mail Address

9. MAINTENANCE REQUIREMENTS

10. LUBRICANT LIST

11. SPARE PARTS (RECOMMENDATIONS)

12. COMMENTS

END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 5B

INITIAL DESIGN-BUILD SCHEDULE
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

City of San Jose Appendix 5
Dewatering Facility at the San Jose- Attachment 5B
Santa Clara Regional Wastewater Facility Initial Design-Build Schedule 3643403.6 042907 CTR
ATTACHMENT 5B

INITIAL DESIGN-BUILD SCHEDULE
The attached Preliminary Design-Build Schedule was the basis for determining the key milestones for the Project. The City has reviewed the schedule for the purposes of agreement on milestone dates. The Design-Builder shall develop the Baseline Schedule in accordance with the Contract Standards. The Design-Builder shall be responsible for completing all DesignBuild Work by the Scheduled Acceptance Date. [ATTACHED]

DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule 1406 0 21-Oct-19 A 27-Jul-25 SJ - Digested Sludge Dewatering Facility Project - DPS Schedule 1406 0 21-Oct-19 A 27-Jul-25 General Conditions 1406 0 21-Oct-19 A 27-Jul-25
A1000 Notice to Proceed 0 21-Oct-19 AA1040 Contract Date 0 21-Oct-19 AA1010 Final Completion 0 0 27-Jul-25 27-Jul-25 Preliminary Service 910 981 02-Dec-19 A 21-Jun-22
Permits and Approvals 910 981 02-Dec-19 A 21-Jun-22
A2370 Exploratory Boring Permit - Design-Builder 40 02-Dec-19 A 17-Dec-19 AA2340 Walsh/BV Submittal Air Quality Permit to Construct - City 200 08-Oct-20 A 23-Nov-20 AA12830 BAAQMD Approval Air Quality Permit to Construct - City - Milestone - Procure By EWP Bldg Subgrade 0 213 25-Sep-21A2350 BAAQMD Approval Air Quality Permit to Operate - City - Milestone - Procure By Acceptance Testing 0 1111 12-Feb-22A12850 Water Service Connection (Phase II) - City/Design-Builder 90 99 24-Mar-22 21-Jun-22 EWP - Permits 136 01-Jan-21 A 01-Jul-21 A
A2360 Walsh/BV Compile/Transmit Habitat Plan Development Documents to City - Contract Date +550/+650 Days - Restrictions? 30 01-Jan-21 A 27-Jan-21 AA12820 City Review/Develop/Submit Habitat Plan Development Application - City - Contract Date +550/+650 Days - Restrictions? 120 28-Jan-21 A 01-Jul-21 A Design-Build Work 1041 0 12-Mar-21 A 26-Jul-25
A2200 Construction Commencement Date 1 0 23-Mar-22 23-Mar-22A2230 Pre-Weather Days - Substantial Completion 0 0 29-Jan-25 29-Jan-25A2620 Post-Weather Days - Substantial Completion 0 0 27-Feb-25 27-Feb-25A2490 Acceptance Date 0 15 28-May-25 28-May-25 Permits and Approvals 1375 104 12-Mar-21 A 29-Jan-25
A2310 PG&E Approval for Utilities Work (Pole Relocation) - City/Design-Builder 180 1146 25-Sep-21 23-Mar-22A2330 PG&E Service Connection - City/Design-Builder - DELETE 180 1146 25-Sep-21 23-Mar-22A2600 Fire Suppression System Design - Approval - Design-Builder 120 754 25-Sep-21 22-Jan-22A2610 Fire Alarm System Design - Approval - Design-Builder 120 754 25-Sep-21 22-Jan-22A2280 Permit for Construction Work in Public Right-of-Way (Zanker Road Access) - City/Design-Builder 90 404 12-Feb-22 12-May-22A2300 Encroachment Permit (Milpitas Encroachment Permit) - City/Design-Builder 40 833 12-Feb-22 23-Mar-22A2510 Fire Access - Approval - Design-Builder 120 753 12-Feb-22 11-Jun-22A2630 Fire Water Connection and Underground - Approval - Design-Builder 90 708 12-Feb-22 12-May-22A12840 Building Permits (Phase II)(SECI Approval of Design) - City/Design-Builder 7 199 12-Feb-22 18-Feb-22A2290 Potable Water Service Connection (Phase II) - City/Design-Builder 90 623 24-Mar-22 21-Jun-22A2640 Recycled Water Connection (Phase II) - City/Design Builder 90 668 24-Mar-22 21-Jun-22A3250 Hazardous Materials Construction Permit 40 175 24-Mar-22 02-May-22A3260 Certificate of Occupancy - City of San Jose - City/Design-Builder 0 0 29-Jan-25 EWP - Permits 153 130 12-Mar-21 A 25-Sep-21
A2270 Building Permits (EWP) - City/Design-Builder 90 101 12-Mar-21 A 25-Sep-21A2250 Stormwater Pollution Control /NPDES - Construction General Permit - City (EWP) 20 26-Jul-21 A 13-Aug-21 AA12860 Recycled Water Connection (EWP) - Approval - Non-Permit - City - Milestone - Procure RW PSR Execution 0 130 25-Sep-21 Weather Days 20 0 29-Jan-25 26-Feb-25
A2220 Construction - Weather Day Allowance 20 0 29-Jan-25 26-Feb-25 Acceptance Testing 449 11 22-Jun-23 27-Apr-25
A2580 Develop Acceptance Test Plan 180 371 22-Jun-23 18-Dec-23A2410 Acceptance Test Plan - 45 Days Prior to Testing 45 371 19-Dec-23 01-Feb-24A2420 Notice of Acceptance Test - 20 Days Prior to Testing 20 371 02-Feb-24 21-Feb-24A2210 Acceptance Testing - 30 Days 30 0 27-Feb-25 28-Mar-25A2430 Develop the Acceptance Test Report - Within 30 Days of Completion 30 15 29-Mar-25 27-Apr-25 Acceptance Date Conditions 766 15 23-Apr-23 27-May-25
A2470 Submit Updated O & M Manuals (City SOPs) 60 721 23-Apr-23 21-Jun-23A2480 City Training Complete 60 721 23-Apr-23 21-Jun-23A2460 Submit All Equiment Warranties and Operating Manuals 30 466 02-Feb-24 02-Mar-24A2450 All Permits and Approvals Delivered to City 30 75 27-Feb-25 28-Mar-25A2440 Submit Acceptance Test Report And City Review 30 15 28-Apr-25 27-May-25 Final Completion Conditions 120 0 29-Mar-25 26-Jul-25
A2520 Design-Build Work Deliverable Material 120 0 29-Mar-25 26-Jul-25A2540 Submit Final Record Drawings and Specifications 90 30 29-Mar-25 26-Jun-25A2550 Submit Final Spare Parts 90 30 29-Mar-25 26-Jun-25A2560 Input into Asset Management Database 90 30 29-Mar-25 26-Jun-25A2570 Final Documentation (Consent of Surety, Payment of Claims, Certification) 120 0 29-Mar-25 26-Jul-25A2500 Punch-List 45 15 28-May-25 11-Jul-25A2530 Submit Final O & M Manuals 30 30 28-May-25 26-Jun-25 Preliminary Services 586 0 21-Oct-19 A 22-Mar-22
Task # 1 - Project Management 428 21-Oct-19 A 13-Jul-21 A

2.1.1 - General Project Management 15 04-Nov-19 A 21-Jan-20 A A4280 Submit & Approval - Health and Safety Plan 15 04-Nov-19 A 21-Jan-20 A

2.1.2 - Technical Workshops and Meetings 88 14-Nov-19 A 27-Feb-20 A A1080 #2 - Workshop - Preliminary Investigation (Utilities, Hazardous, Geotechnical) 1 14-Nov-19 A 14-Nov-19 AA1120 #10 - Workshop - CEQA/Permitting, Project Interface 1 16-Jan-20 A 16-Jan-20 AA1160 #9 - Workshop - Project Concept 1 27-Feb-20 A 27-Feb-20 A

2.1.3 - Risk Management Requirements 404 04-Nov-19 A 13-Jul-21 A A1250 Develop Initial Risk Register Submittal 30 04-Nov-19 A 04-Dec-19 AA1990 #4 - Workshop - Initial Risk Management Workshop (Within 60 days of Kickoff) 0 04-Dec-19 AA1270 #26 - Workshop - 30% DCD Risk Management Workshop 1 05-Mar-21 A 05-Mar-21 AA1280 #28 - Workshop - 60% DCD Risk Management Workshop 1 13-Jul-21 A 13-Jul-21 A

2.1.4 - Change Management Requirements 30 08-Jan-20 A 24-Jan-20 A A1290 Develop & Submit - Change Management Log 30 08-Jan-20 A 24-Jan-20 A

2.1.5 - Project Execution Plan 123 20-Jan-20 A 26-Aug-20 A A1020 Develop & Submit - Draft Project Execution Plan 30 20-Jan-20 A 30-Apr-20 AA1030 City Review - Draft Project Execution Plan 30 30-Apr-20 A 03-Jun-20 AA1060 Develop & Submit - Final Project Execution Plan 15 04-Jun-20 A 26-Aug-20 A

2.1.6 - Communication Plan 64 21-Oct-19 A 19-Dec-19 A
A1300 Develop - Draft Communication Plan 45 21-Oct-19 A 19-Dec-19 AA1310 City Review - Draft Communication Plan 15 19-Dec-19 A 19-Dec-19 AA1320 Develop & Submit - Final Communication Plan 30 19-Dec-19 A 19-Dec-19 AA1480 Submit - Draft Communication Plan (Within 45 days of Contract Date) 0 19-Dec-19 A

2.1.7 - Permits and Approvals Plan 53 18-Nov-19 A 24-Mar-20 A Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
27-Jul-25, SJ - Digested Sludge Dewateri...27-Jul-25, SJ - Digested Sludge Dewateri...27-Jul-25, General ConditionsFinal Completion 21-Jun-22, Preliminary Service21-Jun-22, Permits and Approvals BAAQMD Approval Air Quality Permit to Co...

BAAQMD Approval Air Quality Permit to Op...

Water Service Connection (Phase II) - Ci...
01-Jul-21 A, EWP - PermitsCity Review/Develop/Submit Habitat Plan ... 26-Jul-25, Design-Build Work
Construction Commencement Date
Pre-Weather Days - Substantial Completio...

Post-Weather Days - Substantial Completi...

Acceptance Date
29-Jan-25, Permits and Approvals
PG&E Approval for Utilities Work (Pole R...PG&E Service Connection - City/Design-Bu...

Fire Suppression System Design - Approva...Fire Alarm System Design - Approval - De...

Permit for Construction Work in Public R...

Encroachment Permit (Milpitas Encroachme...

Fire Access - Approval - Design-Builder
Fire Water Connection and Underground - ...

Building Permits (Phase II)(SECI Approva...

Potable Water Service Connection (Phase ...Recycled Water Connection (Phase II) - C...

Hazardous Materials Construction Permit
Certificate of Occupancy - City of San J...
25-Sep-21, EWP - PermitsBuilding Permits (EWP) - City/Design-Bui...

Stormwater Pollution Control /NPDES - Co...

Recycled Water Connection (EWP) - Approv...
26-Feb-25, Weather DaysConstruction - Weather Day Allowance 27-Apr-25, Acceptance Testing
Develop Acceptance Test Plan
Acceptance Test Plan - 45 Days Prior to ...

Notice of Acceptance Test - 20 Days Prio...

Acceptance Testing - 30 Days
Develop the Acceptance Test Report - Wit...
27-May-25, Acceptance Date Conditions
Submit Updated O & M Manuals (City SOPs)City Training Complete Submit All Equiment Warranties and Opera...

All Permits and Approvals Delivered to C...

Submit Acceptance Test Report And City R...
26-Jul-25, Final Completion ConditionsDesign-Build Work Deliverable Material Submit Final Record Drawings and Specifi...Submit Final Spare PartsInput into Asset Management Database Final Documentation (Consent of Surety, ...

Punch-List
Submit Final O & M Manuals
22-Mar-22, Preliminary Services
13-Jul-21 A, Task # 1 - Project Manageme...13-Jul-21 A, 2.1.3 - Risk Management Req...#28 - Workshop - 60% DCD Risk Management...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 1 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A1330 Develop & Submit - Draft Permits and Approvals Plan 30 18-Nov-19 A 20-Dec-19 AA1340 City Review - Draft Permits and Approvals Plan 30 20-Dec-19 A 24-Jan-20 AA1350 Develop & Submit - Final Permits and Approvals Plan 30 24-Jan-20 A 24-Mar-20 A

2.1.8 - Preliminary Services Schedule and Design-Build Schedule 203 21-Oct-19 A 20-May-20 A A1390 Develop - Draft Design-Build Schedule (Submit at Kickoff Meeting) 5 21-Oct-19 A 04-Nov-19 AA1370 City Review - Draft Preliminary Services Schedule 15 04-Nov-19 A 18-Nov-19 AA1400 City Review - Draft Design-Build Schedule 15 04-Nov-19 A 18-Nov-19 AA1360 Submit - Draft Preliminary Services Schedule (Due at NTP) 0 04-Nov-19 AA1380 Develop - Final Preliminary Services Schedule 15 18-Nov-19 A 18-Nov-19 AA4640 Submit - Final Preliminary Services Schedule 0 18-Nov-19 AA1410 Update & Submit - Design-Build Schedule 30 01-May-20 A 20-May-20 A

2.1.9 - Document Submittal Procedures 61 18-Nov-19 A 22-Nov-19 A A1420 Develop - Document Submittal Procedures 5 18-Nov-19 A 22-Nov-19 AA2000 Submit - Document Submittal Procedures (Within 10 days of NTP) 0 22-Nov-19 A

2.1.10 - Monthly Project Report Requirements 535 03-Dec-19 A 11-Jun-21 A A2650 Develop & Submit - Monthly Project Report - November 2019 0 03-Dec-19 AA2660 Develop & Submit - Monthly Project Report - December 2019 0 02-Jan-20 AA2670 Develop & Submit - Monthly Project Report - January 2020 0 04-Feb-20 AA2680 Develop & Submit - Monthly Project Report - February 2020 0 02-Mar-20 AA2690 Develop & Submit - Monthly Project Report - March 2020 0 02-Apr-20 AA2700 Develop & Submit - Monthly Project Report - April 2020 0 07-May-20 AA2710 Develop & Submit - Monthly Project Report - May 2020 0 05-Jun-20 AA2720 Develop & Submit - Monthly Project Report - June 2020 0 23-Jul-20 AA2730 Develop & Submit - Monthly Project Report - July 2020 0 27-Aug-20 AA2740 Develop & Submit - Monthly Project Report - August 2020 0 14-Sep-20 AA2750 Develop & Submit - Monthly Project Report - September 2020 0 02-Oct-20 AA3130 Develop & Submit - Monthly Project Report - October 2020 0 23-Nov-20 AA3230 Develop & Submit - Monthly Project Report - November 2020 0 18-Jan-21 AA3240 Develop & Submit - Monthly Project Report - December 2020 0 18-Jan-21 AA13070 Develop & Submit - Monthly Project Report - January 2021 0 16-Feb-21 AA13080 Develop & Submit - Monthly Project Report - February 2021 0 01-Apr-21 AA13090 Develop & Submit - Monthly Project Report - March 2021 0 07-Apr-21 AA13160 Develop & Submit - Monthly Project Report - April 2021 0 10-May-21 AA13170 Develop & Submit - Monthly Project Report - May 2021 0 11-Jun-21 A

2.1.11 - Records Management System 10 21-Oct-19 A 21-Oct-19 A A2760 City to Set up City Web Portal and EADOC 10 21-Oct-19 A 21-Oct-19 A

2.1.12 - Computerized Maintenance Management System 271 27-Jan-20 A 26-Feb-20 A A1430 Develop - City's Computerized Maintenance Management System (CMMS) Plan 90 27-Jan-20 A 26-Feb-20 AA2010 Submit - City's Computerized Maintenance Management System (CMMS) Plan (Within 365 days of NTP) 0 26-Feb-20 A

2.1.13 - Kickoff Meeting & Partnering 39 21-Oct-19 A 18-Nov-19 A A1070 Prepare for Kickoff & Partnering 5 21-Oct-19 A 23-Oct-19 AA1440 Draft Partnering Charter 15 23-Oct-19 A 06-Nov-19 AA1130 #1 - Workshop - Kickoff & Partnering (Within 10 days of NTP) 1 23-Oct-19 A 23-Oct-19 AA1450 Draft Partnering Charter - City Review 15 06-Nov-19 A 18-Nov-19 AA1460 Final Partnering Charter 15 18-Nov-19 A 18-Nov-19 A

2.1.14 - Constructability Reviews 1 27-Jul-20 A 31-Jul-20 A A1470 #19 - Workshop - Constructability Review with City - BDR 1 27-Jul-20 A 31-Jul-20 A

2.1.15 - Value Engineering 1 27-Jul-20 A 31-Jul-20 A
A1510 #23 - Workshop - Value Engineering Review with City - BDR 1 27-Jul-20 A 31-Jul-20 A

2.1.16 - Cost Model 47 18-Nov-19 A 17-Mar-20 A
A1540 Develop - Initial Cost Modeling Framework 30 18-Nov-19 A 29-Jan-20 AA1550 #7 - Workshop - Initial Cost Modeling Framework & Procurement Strategy 1 19-Dec-19 A 19-Dec-19 AA2020 Submit - Cost Modeling Framework (Within 60 days of NTP) 0 29-Jan-20 AA2030 City Review - Cost Modeling Framework 15 29-Jan-20 A 17-Mar-20 A

2.1.17 - Equipment and Subcontractor Procurement 103 04-Nov-19 A 30-Apr-20 A A1560 Develop - Procurement Package Strategy 90 04-Nov-19 A 11-Mar-20 AA1570 #7 - Workshop - Initial Cost Modeling Framework & Procurement Strategy 1 19-Dec-19 A 19-Dec-19 AA1830 Submit - Procurement Package Strategy 0 11-Mar-20 A 11-Mar-20 AA2050 City Review - Procurement Package Strategy - Submitted with Project Execution Plan 15 11-Mar-20 A 30-Apr-20 A Task # 2 - Preliminary Investigations 452 04-Nov-19 A 21-Sep-21 A

2.2.1 - Review and Verfication, Generally 50 11-Nov-19 A 16-Dec-19 A A2320 Develop - Draft Field Investigations and Condition Reviews Plan 15 11-Nov-19 A 22-Nov-19 AA1580 Submit - Field Investigations and Condition Reviews Plan (With Geotech and Soils Testing) 0 22-Nov-19 AA1590 City Review - Field Investigations and Condition Reviews Plan 15 22-Nov-19 A 16-Dec-19 A

2.2.2 - Review of Reference Documents 259 02-Dec-19 A 17-Dec-20 A A1600 Develop and Submit - Reviewing Reference Documents Work Plan 15 02-Dec-19 A 29-Jan-20 AA2790 City Review - Reviewing Reference Documents Work Plan 15 29-Jan-20 A 04-Mar-20 AA1610 Review Reference Documents 30 04-Mar-20 A 01-May-20 AA1620 Draft Technical Memorandum on Reference Document Review 14 04-May-20 A 30-Jun-20 AA2770 City Review Draft Technical Memorandum on Reference Document 14 17-Nov-20 A 01-Dec-20 AA1630 Final Technical Memorandum on Reference Document Review 14 02-Dec-20 A 17-Dec-20 A

2.2.3 - Site Analysis 452 02-Dec-19 A 21-Sep-21 A
A1640 Develop and Submit - Site Analysis (Traffic) Work Plan 30 02-Dec-19 A 15-Apr-20 AA2800 City Review - Site Analysis (Traffic) Work Plan 15 15-Apr-20 A 06-Aug-20 AA1650 Site Analysis (Traffic) 10 18-Dec-20 A 25-Jan-21 AA1660 Draft Technical Memorandum on Site Analysis (Traffic) 7 01-Jun-21 A 21-Jun-21 AA2780 City Review Draft Technical Memorandum on Site Analysis (Traffic) 14 22-Jun-21 A 21-Sep-21 AA1670 Final Technical Memorandum on Site Analysis (Traffic) 5 21-Sep-21 A 21-Sep-21 A

2.2.4 - Existing Facilities Condition Assessments 235 02-Dec-19 A 30-Oct-20 A A1680 Develop and Submit - Existing Facilities Assessment Work Plan 30 02-Dec-19 A 03-Feb-20 AA2810 City Review - Existing Facilities Assessment Work Plan 15 03-Feb-20 A 30-Jun-20 AA1690 Existing Facilities Assessment 30 12-Feb-20 A 12-Feb-20 AA1700 Draft Technical Memorandum on the Existing Facilities Assessment 14 12-Feb-20 A 23-Mar-20 AA1720 Final Technical Memorandum on the Existing Facilities Assessment 14 05-Mar-20 A 23-Mar-20 AA1710 City Review Draft Technical Memorandum on the Existing Facilities Assessment 14 23-Mar-20 A 30-Oct-20 A

2.2.5 - Subsurface Utilities Investigation 174 03-Feb-20 A 03-Dec-20 A Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
11-Jun-21 A, 2.1.10 - Monthly Project Re...

Develop & Submit - Monthly Project Repor...

Develop & Submit - Monthly Project Repor...
21-Sep-21 A, Task # 2 - Preliminary Inve...21-Sep-21 A, 2.2.3 - Site Analysis Draft Technical Memorandum on Site Analy...

City Review Draft Technical Memorandum o...Final Technical Memorandum on Site Analy...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 2 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A1730 Develop and Submit - Subsurface Utilities Investigation Work Plan 30 03-Feb-20 A 14-May-20 AA2820 City Review - Subsurface Utilities Investigation Work Plan 15 14-May-20 A 09-Jun-20 AA1740 Subsurface Utilities Investigation 21 20-Jul-20 A 07-Aug-20 AA1750 Draft Investigation Report on the Subsurface Utilities 14 10-Aug-20 A 31-Aug-20 AA1760 City Review Draft Investigation Report on the Subsurface Utilities 14 01-Sep-20 A 15-Oct-20 AA1770 Final Investigation Report on the Subsurface Utilities 7 16-Oct-20 A 03-Dec-20 A

2.2.6 - Geotechnical Investigations 131 04-Nov-19 A 04-Nov-20 A A1780 Develop and Submit - Geotechnical Investigation Work Plan 30 04-Nov-19 A 22-Nov-19 AA2830 City Review - Geotechnical Investigation Work Plan 15 22-Nov-19 A 16-Dec-19 AA1790 Geotechnical Investigation 10 06-Jan-20 A 29-Jan-20 AA1800 Draft and Submit Geotechnical Report 28 29-Jan-20 A 27-Apr-20 AA1810 City Review Draft Geotechnical Report 14 27-Apr-20 A 14-May-20 AA1820 Final Geotechnical Report 14 14-May-20 A 04-Nov-20 A

2.2.7 - Sludge Characterization 229 04-Nov-19 A 07-May-21 A A1840 Develop - Draft Sludge Characterization Studies Report 30 06-Apr-20 A 23-Oct-20 AA1850 #12 - Workshop - Draft Sludge Characterization Studies Report 1 04-Jun-20 A 04-Jun-20 AA1860 Establishment of Minimum Acceptance Standards (Performance TM) 30 19-Aug-20 A 07-May-21 A

2.2.7 - Centrifuge Testing 135 04-Nov-19 A 12-Jun-20 A
A3530 Develop - Centrifuge Testing Plan 30 04-Nov-19 A 26-Nov-19 AA4290 City Review - Centrifuge Testing Plan 15 26-Nov-19 A 06-Dec-19 AA4380 Finalize Plan and Procure Manufactures 25 09-Dec-19 A 06-Jan-20 AA4300 Set-up Centrifuge Testing Site 5 06-Jan-20 A 09-Jan-20 AA4650 MOB - Manufacture 1 - Andritz 2 20-Jan-20 A 21-Jan-20 AA4660 Centrifuge Testing - Manufacture 1 - Andritz 7 22-Jan-20 A 30-Jan-20 AA4670 De-MOB - Manufacture 1 - Andritz 1 31-Jan-20 A 31-Jan-20 AA4310 MOB - Manufacture - 2 - GEA 2 03-Feb-20 A 04-Feb-20 AA4340 MOB - Manufacture 3 - Flatwegg 2 03-Feb-20 A 04-Feb-20 AA4320 Centrifuge Testing - Manufacture 2 - GEA 8 05-Feb-20 A 13-Feb-20 AA4350 Centrifuge Testing - Manufacture 3 - Flatwegg 8 05-Feb-20 A 19-Feb-20 AA4330 De-MOB - Manufacture 2 - GEA 2 14-Feb-20 A 14-Feb-20 AA4360 De-MOB - Manufacture 3 - Flatwegg 2 20-Feb-20 A 20-Feb-20 AA4680 MOB - Manufacture 4 - Alfa Laval 2 04-May-20 A 05-May-20 AA4690 Centrifuge Testing - Manufacture 4 - Alfa Laval 8 05-May-20 A 14-May-20 AA4700 De-MOB - Manufacture 4 - Alfa Laval 2 15-May-20 A 18-May-20 AA4370 Remove Centrifuge Testing Site 5 19-May-20 A 12-Jun-20 A

2.2.8 - Regulated Site Conditions - Hazardous Materials 202 06-Jan-20 A 09-Oct-20 A A1870 Draft Regulated Site Conditions Investigations and Remediation Protocols Report 30 06-Jan-20 A 09-Apr-20 AA1880 City Review Draft Regulated Site Conditions Investigations and Remediation Protocols Report 15 09-Apr-20 A 09-Apr-20 AA1890 Final Regulated Site Conditions Investigations and Remediation Protocols Report 15 09-Apr-20 A 09-Apr-20 AA2070 Perform Regulated Site Conditions Investigations 2 15-Apr-20 A 15-Apr-20 AA2080 Draft Regulated Site Conditions and Remediation Protocols Report 30 15-Apr-20 A 28-May-20 AA2090 City Review Draft Regulated Site Conditions and Remediation Protocols Report 15 29-May-20 A 04-Aug-20 AA2100 Final Regulated Site Conditions and Remediation Protocols Report 15 05-Aug-20 A 09-Oct-20 A

2.2.9 - Regulated Site Conditions - Soils Testing 137 04-Nov-19 A 23-Jul-20 A A4390 Develop and Submit - Soil Testing Work Plan 15 04-Nov-19 A 20-Nov-19 AA4400 City Review - Soil Testing Work Plan 15 20-Nov-19 A 13-Dec-19 AA4410 Soil Testing Investigation 10 06-Jan-20 A 29-Jan-20 AA4420 Draft Soil Testing Report 14 29-Jan-20 A 17-Apr-20 AA4430 City Review Draft Soil Testing Report 14 17-Apr-20 A 01-May-20 AA4440 Final Soil Testing Report 14 01-May-20 A 23-Jul-20 A

2.2.10 - Odor Modeling 159 24-Feb-20 A 16-Nov-20 A
A4450 Develop and Submit - Odor Modeling Work Plan 30 24-Feb-20 A 16-Mar-20 AA4460 City Review - Odor Modeling Work Plan 15 16-Mar-20 A 27-Apr-20 AA4470 Perform Odor Modeling - After BODR 30 27-Apr-20 A 19-Jun-20 AA4480 Draft Odor Modeling Report 15 22-Jun-20 A 06-Jul-20 AA4490 City Review Odor Modeling Report 14 08-Jul-20 A 07-Oct-20 AA4500 Final Odor Modeling Report 15 08-Oct-20 A 16-Nov-20 A

2.2.11 - Option Analysis 175 07-Nov-19 A 11-Sep-20 A
A1920 #3 - Workshop - Options Analysis - Project Scope Definition 1 07-Nov-19 A 07-Nov-19 AA1900 #6 - Workshop - Options Analysis - Flows and Loads and Sizing Criteria 1 12-Dec-19 A 12-Dec-19 AA1910 #13 - Workshop - Options Analysis - Site and Configuration Selection 1 26-Apr-20 A 26-Apr-20 AA1930 City Select Project Concept and Project Scope Definition for Basis of Design Phase 15 08-May-20 A 11-Sep-20 A Task # 3 - Basis of Design Report 364 12-Dec-19 A 10-Jun-21 A

2.3.1 - Basis of Design Development 521 12-Dec-19 A 10-Jun-21 A A1940 #5 - Workshop - Process Modeling (Hydraulic, Process & Odor) 1 12-Dec-19 A 12-Dec-19 AA1950 #8 - Workshop - Process Equipment Selection (Inc. Primary Project Elements) 1 06-Feb-20 A 06-Feb-20 AA1970 #11 - Workshop - Site Planning & Site Design (Inc. Landscaping) 1 13-Feb-20 A 13-Feb-20 AA1960 #14 - Workshop - Structural, Architectural & Hazard Classification (Inc. Corrision Control) 1 26-Mar-20 A 26-Mar-20 AA4570 #15 - Workshop - Project Concept Refinement and Phasing 1 27-Apr-20 A 27-Apr-20 AA1980 #16 - Workshop - Commissioning, Acceptance Testing & Phasing Plan (Inc. Project Coordination) 1 10-Jun-21 A 10-Jun-21 A

2.3.2 - Draft Basis of Design Report DBR 120 10-Feb-20 A 20-May-20 A A2140 Develop the Draft Basis of Design Report 60 10-Feb-20 A 10-Apr-20 AA2150 Develop the Estimated Design-Build Cost 30 13-Apr-20 A 20-May-20 AA2160 Develop the Estimated O & M Cost 30 13-Apr-20 A 20-May-20 AA2170 Finalize & Submit Draft Basis of Design with Costs 30 13-Apr-20 A 20-May-20 A

2.3.3 - Basis of Design Review Workshop 175 20-May-20 A 19-Oct-20 A A2180 City Review Basis of Design (20 Day Review Period) 28 20-May-20 A 23-Jun-20 AA4580 #17 - Workshop - Preliminary Basis of Design 1 25-Jul-20 A 30-Jul-20 AA4590 #18 - Workshop - Basis of Design 1 19-Oct-20 A 19-Oct-20 A

2.3.4 - Final Basis of Design Report 77 31-Jul-20 A 28-Jan-21 A A2190 Submit Final Basis of Design 28 31-Jul-20 A 10-Sep-20 AA4710 City Review Final Basis of Design 28 11-Sep-20 A 28-Jan-21 A 8-Week Budget Alignment 56 08-Jun-20 A 11-Sep-20 A
B1010 Review Preliminary Cost Reduction Summary Orientation 1 08-Jun-20 A 08-Jun-20 AB1000 ***Budget Alignment and Key Project Scope Decisions - 8 Weeks*** 56 09-Jun-20 A 11-Sep-20 AB1020 Preliminary Cost Confirmation - Cost Reduction 1 15-Jun-20 A 15-Jun-20 A Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
07-May-21 A, 2.2.7 - Sludge Characteriza...Establishment of Minimum Acceptance Stan... 10-Jun-21 A, Task # 3 - Basis of Design ...10-Jun-21 A, 2.3.1 - Basis of Design Dev...#16 - Workshop - Commissioning, Acceptan...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 3 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
B1030 DSEPS Scoping Meeting 1 16-Jun-20 A 16-Jun-20 AB1040 Cost Reduction Review Meeting Rnd 2 w Sr. Management 1 22-Jun-20 A 22-Jun-20 AB1050 Cost Reduction Review Mtg Rnd 3 w Sr. Management 1 29-Jun-20 A 29-Jun-20 AB1060 Review Selected Pathway 1 Scoping Document 1 07-Jul-20 A 07-Jul-20 AB1080 Preview/Prep Cost Reuction Concept Meeting with OM 1 09-Jul-20 A 09-Jul-20 AB1070 City Internal Discussion on OM Preferences 1 13-Jul-20 A 17-Jul-20 AB1090 City Hold Point per VE Evaluation 1 20-Jul-20 A 11-Sep-20 A Task # 4 - 30 % Design Completion Documents 276 49 14-Sep-20 A 17-Oct-21

2.4.4 - 30% Design Completion Documents 276 49 14-Sep-20 A 17-Oct-21 A4720 Regrouping of Design Team and VE Design Concepts 10 14-Sep-20 A 25-Sep-20 AA4730 30% Architectural Programming Workshop 1 17-Sep-20 A 17-Sep-20 AA2060 #21 - Workshop - Process Mechanical Design 1 24-Sep-20 A 24-Sep-20 AA2590 Develop the 30% Design Documents 60 28-Sep-20 A 17-Dec-20 AA2040 #22 - Workshop - Electrical Supply & Distribution 1 08-Oct-20 A 08-Oct-20 AA4540 #25 - Workshop - Instrumentation, Control and SCADA Design 1 08-Oct-20 A 08-Oct-20 AA4550 #24 - Workshop - Building Mechanical Design 1 08-Oct-20 A 08-Oct-20 AA2850 Develop Preliminary Project Hazard Analysis (PHA) 45 26-Oct-20 A 17-Dec-20 AA4560 #20 - Workshop - Preliminary Project Hazard Analysis 1 19-Nov-20 A 19-Nov-20 AA2840 City Review 30% Design Documents (20 Day Review Period) 20 17-Dec-20 A 21-Jan-21 AA2900 Submit 30% Design Documents with Costs & Schedule 1 17-Dec-20 A 20-Jan-21 AA4600 #26 - Workshop - 30% Design Documents 1 07-Jan-21 A 07-Jan-21 AA4610 #27 - Workshop - 30% Design Documents - Cost Model 1 21-Jan-21 A 21-Jan-21 AA2920 Revise & Submit 30% Design Documents 14 22-Jan-21 A 04-Feb-21 AA2930 City Acceptance of 30% Design Documents 0 05-Feb-21 A 11-Mar-21 AA3160 Define Centrifuge Equipment Scope 7 07-May-21 A 14-May-21 AA3170 City Review Centrifuge Equipment Scope - 30% Centrifuge Documents 15 14-May-21 A 23-Jun-21 AA3180 Advertise/Bid - Centrifuge 30% Documents 28 24-Jun-21 A 28-Jul-21 AA16210 Walsh/B&V Review of Centrifuge Proposals - 30% Documents 15 29-Jul-21 A 20-Aug-21 AA3290 City Approval of Centrifuge Vendor - 30% Documents 15 20-Aug-21 A 09-Sep-21 AA3190 Centrifuge Contract Negotiation - 30% Documents 30 84 10-Sep-21 A 17-Oct-21

2.4.5 - Corrosion Engineering 18 26-Oct-20 A 01-Mar-21 A A2860 Develop & Submit - Draft Corrision Control TM 20 26-Oct-20 A 25-Nov-20 AA2870 City Review - Draft Corrision Control TM 15 25-Nov-20 A 21-Dec-20 AA2880 Develop & Submit - Final Corrision Control TM 14 22-Dec-20 A 01-Mar-21 A

2.4.7 - Updated Estimated Design-Build Cost 28 23-Nov-20 A 20-Jan-21 A A2890 Update Estimated Design-Build Cost to 30% DCD 28 23-Nov-20 A 20-Jan-21 A

2.4.8 - Updated Initial Design-Build Schedule 28 23-Nov-20 A 29-Dec-20 A A2910 Update Design-Build Schedule to 30% DCD 28 23-Nov-20 A 29-Dec-20 A Task # 5 - 60 % Design Completion Documents 131 05-Mar-21 A 09-Sep-21 A

2.5.3 - 60% Design Completion Documents 131 05-Mar-21 A 09-Sep-21 A A2940 Develop the 60% Design Documents 107 05-Mar-21 A 18-Jun-21 AA2950 Submit 60% Design Documents with Costs & Schedule 0 19-Jun-21 A 22-Jun-21 AA2960 City Review 60% Design Documents (20 Day Review Period) 28 22-Jun-21 A 06-Aug-21 AA4630 #29 - Workshop - 60% Design Documents - Cost Model 0 12-Jul-21 A 12-Aug-21 AA4620 #28 - Workshop - 60% Design Documents 0 25-Jul-21 AA2970 Revise & Submit 60% Design Documents (Response to City comments) 14 09-Aug-21 A 23-Aug-21 AA3020 New Activity 8/25/21 - City Extended 60% Design Review (Additional Scopes) 14 24-Aug-21 A 09-Sep-21 AA2980 City Acceptance of 60% Design Documents 0 09-Sep-21 A 09-Sep-21 A

2.5.5 - Updated Design-Build Cost Model 28 18-May-21 A 21-Jun-21 A A2990 Update Estimated Design-Build Cost to 60% DCD 28 18-May-21 A 21-Jun-21 A

2.5.6 - Updated Design-Build Schedule 28 18-May-21 A 21-Jun-21 A A3000 Update Design-Build Schedule to 60% DCD 28 18-May-21 A 21-Jun-21 A

2.5.7 - Required Permits and Approvals 25 27-May-21 A 18-Jun-21 A A3010 Update Permits and Specification Plan 25 27-May-21 A 18-Jun-21 A

2.5.9 - Training Plan Requirements 30 04-May-21 A 18-Jun-21 A A3030 Develop Training Plan 30 04-May-21 A 18-Jun-21 A

2.5.10 - Draft Maintenance of Operation During Construction Plan 30 04-May-21 A 18-Jun-21 A A3040 Develop Maintenance of Operations During Construction Plan 30 04-May-21 A 18-Jun-21 A Task # 6 - Definitive Project Submittal and Support Cost Estimates 284 0 21-Jan-21 A 22-Mar-22

2.6.2 - Proposed Base Guaranteed Maximum Price 273 21-Jan-21 A 24-Sep-21 A A3050 Develop GMP Bid Packages 30 21-Jan-21 A 11-May-21 AA3060 Prequalifications for GMP Bids 25 11-May-21 A 19-Aug-21 AA3070 Develop Scopes for GMP Bids 25 28-May-21 A 23-Jul-21 AA3080 Advertise for GMP Bids 52 29-Jun-21 A 20-Aug-21 AA16240 New Activity 8/25/21 - Walsh Develop and Issue Addendum Based on City 60% Review Decisions 7 23-Aug-21 A 30-Aug-21 AA16220 New Activity 8/25/21 - Bid Extension Based on City 60% Review Decisions 12 31-Aug-21 A 13-Sep-21 AA3090 Compile & Finalize Bids for PDS - GMP Package 13 14-Sep-21 A 24-Sep-21 A

2.6.3 - Definitive Project Submittal 178 0 23-Jun-21 A 22-Mar-22 A3100 Develop Definitive Project Submittal 90 23-Jun-21 A 24-Sep-21 AA3210 New Activity 9/9/2021 - Incorporate City Comments/Addendums into 60% Design Documents For PDS 10 10-Sep-21 A 24-Sep-21 AA3110 Finalize and Submit Definitive Project Submittal to City 7 13 24-Sep-21 A 01-Oct-21A3200 City Review Initial Definitive Project Submittal (City Activity 3.3 / 56) 10 9 01-Oct-21 15-Oct-21A3120 Definitive Project Submittal Workshop 1 28 08-Oct-21 08-Oct-21A3140 Revise and Submit Definitive Project Submittal 14 14 15-Oct-21 05-Nov-21A3150 City Review and Approval of Final Definitive Project Submittal (City Activity 2.7 / 43) 10 14 05-Nov-21 22-Nov-21 Contract/GMP Negotiations (90 days) 109 0 01-Oct-21 22-Mar-22 C1040-67 4 DCA - 4.3 Draft DCA (Hawkins/CAO) 10 31 01-Oct-21 15-Oct-21C1010-58 3.5 GMP Negotiation Meetings 16 9 15-Oct-21 09-Nov-21C1050-68 4 DCA - 4.4 Walsh Review DCA 10 31 15-Oct-21 01-Nov-21C1060-69 4 DCA - 4.5 Negotiate and Finalize DCA 22 31 01-Nov-21 06-Dec-21C1020-63 Finalize GMP - Milestone 10/28/21 1 9 16-Nov-21 17-Nov-21C1090-82 5.5 - Council - Memo Transmittal Form for Budget Review 8 9 17-Nov-21 01-Dec-21C1110-93 6.5 - Dry Run Stage Gate Presentation 1 40 01-Dec-21 02-Dec-21C1090-92 Internal City Prep for TPAC Memo 33 9 01-Dec-21 27-Jan-22C1120-94 6.6 Stage Gate 5 Presentation 1 40 02-Dec-21 03-Dec-21C1070-76 4 DCA - 4.6 Finalize DCA 8 31 06-Dec-21 16-Dec-21 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
17-Oct-21, Task # 4 - 30 % Design Comple...17-Oct-21, 2.4.4 - 30% Design Completion...

Define Centrifuge Equipment Scope
City Review Centrifuge Equipment Scope -...

Advertise/Bid - Centrifuge 30% Documents
Walsh/B&V Review of Centrifuge Proposals...

City Approval of Centrifuge Vendor - 30%...

Centrifuge Contract Negotiation - 30% Do...
09-Sep-21 A, Task # 5 - 60 % Design Comp...09-Sep-21 A, 2.5.3 - 60% Design Completi...

Develop the 60% Design Documents
Submit 60% Design Documents with Costs &...

City Review 60% Design Documents (20 Day...
#29 - Workshop - 60% Design Documents - ...
#28 - Workshop - 60% Design Documents
Revise & Submit 60% Design Documents (Re...

New Activity 8/25/21 - City Extended 60%...City Acceptance of 60% Design Documents 21-Jun-21 A, 2.5.5 - Updated Design-Buil...Update Estimated Design-Build Cost to 60...21-Jun-21 A, 2.5.6 - Updated Design-Buil...Update Design-Build Schedule to 60% DCD 18-Jun-21 A, 2.5.7 - Required Permits an...Update Permits and Specification Plan18-Jun-21 A, 2.5.9 - Training Plan Requi...18-Jun-21 A, 2.5.10 - Draft Maintenance ...Develop Maintenance of Operations During... 22-Mar-22, Task # 6 - Definitive Project...
24-Sep-21 A, 2.6.2 - Proposed Base Guara...

Prequalifications for GMP Bids
Develop Scopes for GMP Bids
Advertise for GMP Bids
New Activity 8/25/21 - Walsh Develop and...

New Activity 8/25/21 - Bid Extension Bas...

Compile & Finalize Bids for PDS - GMP Pa...
22-Mar-22, 2.6.3 - Definitive Project Su...

Develop Definitive Project SubmittalNew Activity 9/9/2021 - Incorporate City...

Finalize and Submit Definitive Project S...

City Review Initial Definitive Project S...

Definitive Project Submittal Workshop
Revise and Submit Definitive Project Sub...

City Review and Approval of Final Defini...
22-Mar-22, Contract/GMP Negotiations (90...
4 DCA - 4.3 Draft DCA (Hawkins/CAO)

3.5 GMP Negotiation Meetings
4 DCA - 4.4 Walsh Review DCA
4 DCA - 4.5 Negotiate and Finalize DCA
Finalize GMP - Milestone 10/28/21

5.5 - Council - Memo Transmittal Form fo...

6.5 - Dry Run Stage Gate Presentation
Internal City Prep for TPAC Memo

6.6 Stage Gate 5 Presentation
4 DCA - 4.6 Finalize DCA
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 4 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
C1130-96 7.1 TPAC Agenda 1 9 27-Jan-22 28-Jan-22C1130-97 7 TPAC - 7.2 TPAC Meeting (2nd Thursday each month) - Previous Date was 1/13/2022, Now 2/10/2022 0 0 10-Feb-22*C1140-98 8 - Dewatering Phase II Council Approval - Previous Date was 1/25/2022, Now 2/22/2022 0 0 22-Feb-22*C1150-99 9 - Issue NTP 28 0 23-Feb-22 22-Mar-22 Design-Build Work 1118 0 14-Sep-20 A 28-Jan-25
Early Work Packages (EWP) 527 7 14-Sep-20 A 20-Aug-22
EWP - Construction 527 7 14-Sep-20 A 20-Aug-22
A3450 Develop EWP 30% Design Documents 60 14-Sep-20 A 13-Nov-20 A 100% Design Phase 69 16-Nov-20 A 24-Mar-21 A
A3460 Develop and Submit EWP 60% Design Documents 30 16-Nov-20 A 17-Dec-20 AA3470 City Review EWP 60% Design Documents 20 17-Dec-20 A 21-Jan-21 AA3400 Develop and Submit EWP 100% Design Documents 30 22-Jan-21 A 01-Mar-21 AA3410 City Review EWP 100% Design Documents 14 02-Mar-21 A 24-Mar-21 A Cost/Bid Phase 100 25-Jan-21 A 30-Jun-21 A
A3420 Advertise/Sub Pre-Qual/Scope 30 25-Jan-21 A 31-Mar-21 AA3570 Bidding/Pricing - Submit EWP Price to City 23 01-Apr-21 A 23-Apr-21 AA12880 Compile Final EWP Proposal - Submit EWP Price to City 20 26-Apr-21 A 21-May-21 AA3430 City Approval & EWP Contract Amendment Allowance Period 35 22-May-21 A 30-Jun-21 A Construction Phase 278 7 01-Jul-21 A 20-Aug-22
General 278 7 01-Jul-21 A 20-Aug-22
A5680 EWP - EWP Amendment Execution 0 01-Jul-21 A 01-Jul-21 AA5960 Finalize and Execute EWP Contracts 30 02-Jul-21 A 24-Sep-21 AA5690 Mobilization 0 16-Aug-21 A 16-Aug-21 AA6500 EWP - City Approval to Construct 0 16-Aug-21 A 16-Aug-21 AA5950 EWP Substantial Completion 0 11 10-Aug-22 10-Aug-22A13120 EWP Rain Allowance (10 Days) 10 11 10-Aug-22 20-Aug-22A13190 EWP Final Completion - Start GMP Contract Work 0 11 20-Aug-22 20-Aug-22 Submittals and Procurement 164 220 02-Jul-21 A 23-Dec-21 Initial Submittal Submit/Review 91 236 02-Jul-21 A 24-Oct-21 A5510 400000 - RW Pipe Material (Purple C900 and Ductile Iron Fitting) 30 02-Jul-21 A 23-Aug-21 AA4980 221317 - Cast Iron Soil Pipe 30 168 25-Sep-21 24-Oct-21A5100 310000 - Stone Columns (Dewatering Building) 30 81 25-Sep-21 24-Oct-21A5110 310000 - Aggregate Material 30 146 25-Sep-21 24-Oct-21A12940 260000 - Raceways and Conduit (EWP) 30 201 25-Sep-21 24-Oct-21A12980 220000 - Plumbing - Piping/Valves/Etc. (EWP) 30 168 25-Sep-21 24-Oct-21A13030 015526 - Traffic Control Plan 30 236 25-Sep-21 24-Oct-21 Re-Submittal Procurement 42 236 24-Aug-21 A 08-Nov-21
A5560 400000 - RW Pipe Material (Purple C900 and Ductile Iron Fitting) 5 24-Aug-21 A 30-Aug-21 AA5530 310000 - Stone Columns (Dewatering Building) 15 81 25-Oct-21 08-Nov-21A5540 310000 - Aggregate Material 15 146 25-Oct-21 08-Nov-21A6370 221317 - Cast Iron Soil Pipe 15 168 25-Oct-21 08-Nov-21A12950 260000 - Raceways and Conduit (EWP) 15 201 25-Oct-21 08-Nov-21A12990 220000 - Plumbing - Piping/Valves/Etc. (EWP) 15 168 25-Oct-21 08-Nov-21A13040 015526 - Traffic Control Plan 15 236 25-Oct-21 08-Nov-21 Re-Submittal Submit/Review 52 236 31-Aug-21 A 23-Nov-21 A5610 400000 - RW Pipe Material (Purple C900 and Ductile Iron Fitting) 5 31-Aug-21 A 14-Sep-21 AA5580 310000 - Stone Columns (Dewatering Building) 15 81 09-Nov-21 23-Nov-21A5590 310000 - Aggregate Material 15 146 09-Nov-21 23-Nov-21A7100 221317 - Cast Iron Soil Pipe 15 168 09-Nov-21 23-Nov-21A12960 260000 - Raceways and Conduit (EWP) 15 201 09-Nov-21 23-Nov-21A13000 220000 - Plumbing - Piping/Valves/Etc. (EWP) 15 168 09-Nov-21 23-Nov-21A13050 015526 - Traffic Control Plan 15 236 09-Nov-21 23-Nov-21 Material Procurement 90 220 15-Sep-21 A 23-Dec-21
A5660 400000 - RW Pipe Material (C900 or Ductile Iron) 90 21 15-Sep-21 A 14-Dec-21A5630 310000 - Stone Columns (Dewatering Building) 15 81 24-Nov-21 08-Dec-21A5640 310000 - Aggregate Material 7 146 24-Nov-21 30-Nov-21A7830 221317 - Cast Iron Soil Pipe 30 168 24-Nov-21 23-Dec-21A12930 260000 - Raceways and Conduit (EWP) 30 201 24-Nov-21 23-Dec-21A12970 220000 - Plumbing - Piping/Valves/Etc. (EWP) 30 168 24-Nov-21 23-Dec-21A13060 015526 - Traffic Control Plan / PGE / 811 Ticket 14 236 24-Nov-21 07-Dec-21 Dewatering Facility Area 233 8 16-Aug-21 A 10-Aug-22
General 85 156 16-Aug-21 A 06-Jan-22
A5700 Install SWPPP BMP's 8 16-Aug-21 A 03-Sep-21 AA5720 Install Temporary Fence 8 16-Aug-21 A 08-Sep-21 AA5710 Install Temporary Entrance/Road Rock and Plates 10 22 09-Sep-21 A 01-Oct-21A5730 Install Drainage Grading/Aggregate Base for Laydown (Formwork/Crane), Connex and Trailer Area 18 167 22-Oct-21 17-Nov-21A5740 Install Trailers and Connexes 16 167 18-Nov-21 13-Dec-21A13020 Investigate Utilities in Zanker Road 15 156 07-Dec-21 06-Jan-22 Process Shutdown Requests 74 145 27-Sep-21 25-Jan-22
A5810 PSR - Tie-in Re-routed RW Line - Submittal 20 60 27-Sep-21 25-Oct-21A5830 PSR - Tie-in Temp Utility Water - Submittal 20 116 27-Sep-21 25-Oct-21A5850 PSR - Tie-in Utility Temporary Power - Submittal 20 198 27-Sep-21 25-Oct-21A5870 PSR - Tie-in Temp Potable Water (TBD) - Submittal 20 174 27-Sep-21 25-Oct-21A5840 PSR - Tie-in Temp Utility Water - Execution 1 116 26-Oct-21 26-Oct-21A5860 PSR - Tie-in Utility Temporary Power - Execution 1 198 26-Oct-21 26-Oct-21A5880 PSR - Tie-in Potable Water (TBD) - Execution 1 198 26-Oct-21 26-Oct-21A13100 PSR - Zanker Potholing for Direction Drill - Submittal 20 174 26-Oct-21 23-Nov-21A13110 PSR - Pothole Zanker Road for DD - Execution 5 174 24-Nov-21 02-Dec-21A5820 PSR - Tie-in Re-routed RW Line - Execution 2 8 21-Jan-22 25-Jan-22 Underground Utilities 72 146 27-Sep-21 21-Jan-22
A5780 D/L/B Temp Utility Water 6 130 27-Sep-21 04-Oct-21A5790 D/L/B Temp Potable Water 6 212 27-Sep-21 04-Oct-21A5800 D/L/B Temporary Power 6 212 27-Sep-21 04-Oct-21A5770 D/L/B Re-Routed RW Line 20 8 14-Dec-21 21-Jan-22 Earthwork 165 58 23-Aug-21 A 31-May-22
A5890 Clear and Grub Site (Including Stockpile Top Soil, Laydown Area) 26 22 23-Aug-21 A 21-Oct-21 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026

7.1 TPAC Agenda
7 TPAC - 7.2 TPAC Meeting (2nd Thursday ...
8 - Dewatering Phase II Council Approval...
9 - Issue NTP
28-Jan-25, Design-Build Work
20-Aug-22, Early Work Packages (EWP)20-Aug-22, EWP - Construction 30-Jun-21 A, Cost/Bid Phase
Bidding/Pricing - Submit EWP Price to Ci...

Compile Final EWP Proposal - Submit EWP ...

City Approval & EWP Contract Amendment A...
20-Aug-22, Construction Phase20-Aug-22, General
EWP - EWP Amendment Execution
Finalize and Execute EWP Contracts
EWP - City Approval to Construct
EWP Substantial Completion
EWP Rain Allowance (10 Days)EWP Final Completion - Start GMP Contrac... 23-Dec-21, Submittals and Procurement
24-Oct-21, Initial Submittal Submit/Revi...
400000 - RW Pipe Material (Purple C900 a...
221317 - Cast Iron Soil Pipe310000 - Stone Columns (Dewatering Build...310000 - Aggregate Material260000 - Raceways and Conduit (EWP)220000 - Plumbing - Piping/Valves/Etc. (...015526 - Traffic Control Plan 08-Nov-21, Re-Submittal Procurement
400000 - RW Pipe Material (Purple C900 a...
310000 - Stone Columns (Dewatering Build...310000 - Aggregate Material221317 - Cast Iron Soil Pipe260000 - Raceways and Conduit (EWP)220000 - Plumbing - Piping/Valves/Etc. (...015526 - Traffic Control Plan 23-Nov-21, Re-Submittal Submit/Review
400000 - RW Pipe Material (Purple C900 a...
310000 - Stone Columns (Dewatering Build...310000 - Aggregate Material221317 - Cast Iron Soil Pipe260000 - Raceways and Conduit (EWP)220000 - Plumbing - Piping/Valves/Etc. (...015526 - Traffic Control Plan 23-Dec-21, Material Procurement
400000 - RW Pipe Material (C900 or Ducti...
310000 - Stone Columns (Dewatering Build...
310000 - Aggregate Material
221317 - Cast Iron Soil Pipe260000 - Raceways and Conduit (EWP)220000 - Plumbing - Piping/Valves/Etc. (... 015526 - Traffic Control Plan / PGE / 81...
10-Aug-22, Dewatering Facility Area
06-Jan-22, General
Install SWPPP BMP's
Install Temporary Fence
Install Temporary Entrance/Road Rock and...

Install Drainage Grading/Aggregate Base ...

Install Trailers and Connexes
Investigate Utilities in Zanker Road
25-Jan-22, Process Shutdown Requests
PSR - Tie-in Re-routed RW Line - Submitt...PSR - Tie-in Temp Utility Water - Submit...PSR - Tie-in Utility Temporary Power - S...PSR - Tie-in Temp Potable Water (TBD) - ...

PSR - Tie-in Temp Utility Water - Execut...PSR - Tie-in Utility Temporary Power - E...PSR - Tie-in Potable Water (TBD) - Execu...

PSR - Zanker Potholing for Direction Dri...

PSR - Pothole Zanker Road for DD - Execu...

PSR - Tie-in Re-routed RW Line - Executi...
21-Jan-22, Underground Utilities
D/L/B Temp Utility WaterD/L/B Temp Potable WaterD/L/B Temporary Power D/L/B Re-Routed RW Line
31-May-22, Earthwork
Clear and Grub Site (Including Stockpile...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 5 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A5900 Remove Existing Tree (Protected) 2 217 27-Sep-21 28-Sep-21A13130 Rock Site 20 22 22-Oct-21 19-Nov-21A13010 Remove Existing RW Line 5 8 25-Jan-22 01-Feb-22A5910 Excavate and Compact Stone Column Footprint to Grade 10 8 01-Feb-22 15-Feb-22A5920 Install Stone Columns - Dewatering Facility 25 8 15-Feb-22 23-Mar-22A5940 Install Crane Access Road and Temporary Drainage Around Site 6 124 15-Feb-22 24-Feb-22A13140 Install Stone Columns - Loadout Facility 15 8 23-Mar-22 14-Apr-22A5930 Install Geotextile and 18" Native Re-compaction 16 8 14-Apr-22 06-May-22A13150 Install 6" Aggregate Base and Fine Grade 16 8 06-May-22 31-May-22 Plumbing 50 8 31-May-22 10-Aug-22
A8460 Ex/Install/Conc. Encase Under SOG Sewer Lines 25 8 31-May-22 06-Jul-22A8500 Ex/Install/Conc. Encase Under SOG Process Drains and Lines 25 8 06-Jul-22 10-Aug-22 Electrical 28 30 31-May-22 11-Jul-22
A8600 Ex/Install/Conc. Encase Ductbank - Switchgears to Transformers 8 30 31-May-22 10-Jun-22A16010 Ex/Install/Conc. Encase Ductbank - Electrical Room to Storm Water PS Stub out 6 30 10-Jun-22 20-Jun-22A16130 Ex/Install/Conc. Encase Ductbank - Electrical Room to Existing Fiber MH Stub out 6 30 20-Jun-22 28-Jun-22A16140 Ex/Install/Conc. Encase Ductbank - Electrical Room to Truck Loading 8 30 28-Jun-22 11-Jul-22 Complete 100% Design 174 26 26-Apr-21 A 11-Feb-22
Cost/Bid Phase 60 26-Apr-21 A 21-May-21 A
A4510 Submit Scope and Pricing 60 26-Apr-21 A 21-May-21 A 100% Design Phase 88 26 27-Sep-21 11-Feb-22
A3560 Task 2.2.1 Fire Marshall Review Meeting (1st) 0 89 27-Sep-21 27-Sep-21A16040 Task 2.3.1 SECI Review Meeting 1/5 1 100 27-Sep-21 27-Sep-21A16030 Develop 90% Design Documents 58 26 27-Sep-21 21-Dec-21A16050 Task 2.3.1 SECI Review Meeting 2/5 1 100 28-Sep-21 28-Sep-21A16060 Task 2.3.1 SECI Review Meeting 3/5 1 100 29-Sep-21 29-Sep-21A16070 Task 2.3.1 SECI Review Meeting 4/5 1 100 30-Sep-21 30-Sep-21A16080 City Review 90% Design Documents 5 26 22-Dec-21 06-Jan-22A16090 Develop 100% Design Documents 15 26 07-Jan-22 28-Jan-22A16100 Task 2.2.2 Fire Marshall Review Meeting (2nd) 0 38 12-Jan-22 12-Jan-22A16110 Task 2.3.1 SECI Review Meeting 5/5 0 37 13-Jan-22 13-Jan-22A16120 Task 2.7 Final Design Review Meeting with City 0 36 14-Jan-22 14-Jan-22A3580 SECI Review, Approve, Stamp 100% Design Documents 10 26 31-Jan-22 11-Feb-22 Centrifuge Equipment 20 49 17-Oct-21 16-Nov-21
100% Design Phase 0 0Cost/Bid Phase 0 0
Procurement/Construction Phase 30 84 17-Oct-21 16-Nov-21 A3220 Procure Key Design Criteria and Information 30 84 17-Oct-21 16-Nov-21 General Conditions 30 0 24-Mar-22 22-Apr-22
A4790 Main Contract - Finalize Critical Contracts 30 0 24-Mar-22 22-Apr-22 Construction Phase 674 0 23-Apr-22 28-Jan-25
General 0 0Commissioning 654 0 23-May-22 28-Jan-25
HMI and DCS Coordination Prior to Commissioning 100 167 01-Jun-23 24-Oct-23 A16840 Computer Software Workshops and Coordination 60 167 01-Jun-23 25-Aug-23A16850 Computer Software Upload to City System 20 167 25-Aug-23 25-Sep-23A16860 Computer Software Testing 20 167 25-Sep-23 24-Oct-23 Area 84 - Sludge Storage 392 56 28-Mar-23 24-Oct-24
A13820 Sludge Storage Commissioning Complete 0 56 24-Oct-24 24-Oct-24 Electrical 120 103 27-Feb-24 16-Aug-24
A13490 Electrical - Pre-Operational Testing 10 88 27-Feb-24 12-Mar-24A13500 Electrical - Functional Testing 10 98 12-Mar-24 26-Mar-24A13510 Electrical - Commissioning 20 103 19-Jul-24 16-Aug-24 Fiber and PLC 40 173 12-Mar-24 08-May-24
A13520 Fiber and PLC - Pre-Operational Testing 10 88 12-Mar-24 26-Mar-24A13530 Fiber and PLC - Functional Testing 10 88 26-Mar-24 10-Apr-24A13540 Fiber and PLC - Commissioning 20 173 10-Apr-24 08-May-24 HVAC 40 163 26-Mar-24 22-May-24
A13740 HVAC - Pre-Operational Testing 10 148 26-Mar-24 10-Apr-24A13750 HVAC - Functional Testing 10 148 10-Apr-24 24-Apr-24A13760 HVAC - Commissioning 20 163 24-Apr-24 22-May-24 Sludge Storage 246 56 24-Oct-23 24-Oct-24
A13550 Sludge Storage Tank 1 - Hydrotest 15 40 24-Oct-23 15-Nov-23A13560 Sludge Storage Tank 2 - Hydrotest 15 44 04-Dec-23 02-Jan-24A13570 Sludge Storage Tanks - Pre-Operational Testing 10 16 23-Jul-24 06-Aug-24A13580 Sludge Storage Tanks - Functional Testing 15 76 06-Aug-24 27-Aug-24A13780 Sludge Storage Tanks - Commissioning 20 56 25-Sep-24 24-Oct-24 Sludge Mixing Pumps 165 56 29-Feb-24 24-Oct-24
A13590 Sludge Mixing Pumps - DRS - Mechanical Pipe Testing 10 166 29-Feb-24 14-Mar-24A13600 Sludge Mixing Pumps - DRS - Pre-Operational Testing 10 66 06-Aug-24 20-Aug-24A13610 Sludge Mixing Pumps - DRS - Functional Testing 15 66 20-Aug-24 11-Sep-24A13800 Sludge Mixing Pumps - DRS - Commissioning 20 56 25-Sep-24 24-Oct-24 Digested Sludge Transfer 392 56 28-Mar-23 24-Oct-24
A16020 Digested Sludge Transfer - DS - Mechanical Pipe Testing - Tunnel 12 341 28-Mar-23 13-Apr-23A13630 Digested Sludge Transfer - DS - Mechanical Pipe Testing - Pump Station to Storage Tanks 16 126 06-Feb-24 29-Feb-24A13640 Digested Sludge Transfer - DS - Pre-Operational Testing 10 16 06-Aug-24 20-Aug-24A13650 Digested Sludge Transfer - DS - Functional Testing 15 16 20-Aug-24 11-Sep-24A13660 Digested Sludge Transfer - DS - Commissioning to Fill Sludge Tanks 10 16 11-Sep-24 25-Sep-24A13810 Digested Sludge Transfer - DS - Commissioning 20 56 25-Sep-24 24-Oct-24 Sludge Storage Transfer 125 56 26-Apr-24 24-Oct-24
A13670 Sludge Storage Transfer - TRS - Mechanical Pipe Testing 10 126 26-Apr-24 10-May-24A13680 Sludge Storage Transfer - TRS - Pre-Operational Testing 10 56 20-Aug-24 04-Sep-24A13690 Sludge Storage Transfer - TRS - Functional Testing 15 56 04-Sep-24 25-Sep-24A13700 Sludge Storage Transfer - TRS - Commissioning 20 56 25-Sep-24 24-Oct-24 Fire Protection 119 158 01-Dec-23 30-May-24
A13710 Fire Protection - Mechanical Pipe Testing 10 207 01-Dec-23 15-Dec-23 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Remove Existing Tree (Protected)
Rock Site
Remove Existing RW Line
Excavate and Compact Stone Column Footpr...

Install Stone Columns - Dewatering Facil...

Install Crane Access Road and Temporary ...

Install Stone Columns - Loadout Facility
Install Geotextile and 18" Native Re-com...

Install 6" Aggregate Base and Fine Grade
10-Aug-22, Plumbing
Ex/Install/Conc. Encase Under SOG Sewer ...

Ex/Install/Conc. Encase Under SOG Proces...
11-Jul-22, Electrical
Ex/Install/Conc. Encase Ductbank - Switc...

Ex/Install/Conc. Encase Ductbank - Elect...

Ex/Install/Conc. Encase Ductbank - Elect...
11-Feb-22, Complete 100% Design11-Feb-22, 100% Design Phase Task 2.2.1 Fire Marshall Review Meeting ...Task 2.3.1 SECI Review Meeting 1/5 Develop 90% Design Documents
Task 2.3.1 SECI Review Meeting 2/5
Task 2.3.1 SECI Review Meeting 3/5
Task 2.3.1 SECI Review Meeting 4/5
City Review 90% Design Documents
Develop 100% Design Documents
Task 2.2.2 Fire Marshall Review Meeting ...

Task 2.3.1 SECI Review Meeting 5/5
Task 2.7 Final Design Review Meeting wit...

SECI Review, Approve, Stamp 100% Design ...
16-Nov-21, Centrifuge Equipment16-Nov-21, Procurement/Construction Phas...Procure Key Design Criteria and Informat... 22-Apr-22, General ConditionsMain Contract - Finalize Critical Contra... 28-Jan-25, Construction Phase28-Jan-25, Commissioning
24-Oct-23, HMI and DCS Coordination Prio...

Computer Software Workshops and Coordina...

Computer Software Upload to City System
Computer Software Testing
24-Oct-24, Area 84 - Sludge StorageSludge Storage Commissioning Complete 16-Aug-24, Electrical
Electrical - Pre-Operational Testing
Electrical - Functional Testing
Electrical - Commissioning
08-May-24, Fiber and PLC
Fiber and PLC - Pre-Operational Testing
Fiber and PLC - Functional Testing
Fiber and PLC - Commissioning
22-May-24, HVAC
HVAC - Pre-Operational Testing
HVAC - Functional Testing
HVAC - Commissioning
24-Oct-24, Sludge Storage
Sludge Storage Tank 1 - Hydrotest
Sludge Storage Tank 2 - Hydrotest
Sludge Storage Tanks - Pre-Operational T...

Sludge Storage Tanks - Functional Testin...

Sludge Storage Tanks - Commissioning24-Oct-24, Sludge Mixing Pumps Sludge Mixing Pumps - DRS - Mechanical P...

Sludge Mixing Pumps - DRS - Pre-Operatio...

Sludge Mixing Pumps - DRS - Functional T...

Sludge Mixing Pumps - DRS - Commissionin...24-Oct-24, Digested Sludge Transfer Digested Sludge Transfer - DS - Mechanic...

Digested Sludge Transfer - DS - Mechanic...

Digested Sludge Transfer - DS - Pre-Oper...

Digested Sludge Transfer - DS - Function...

Digested Sludge Transfer - DS - Commissi...

Digested Sludge Transfer - DS - Commissi...24-Oct-24, Sludge Storage Transfer Sludge Storage Transfer - TRS - Mechanic...

Sludge Storage Transfer - TRS - Pre-Oper...

Sludge Storage Transfer - TRS - Function...

Sludge Storage Transfer - TRS - Commissi...
30-May-24, Fire Protection
Fire Protection - Mechanical Pipe Testin...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 6 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A13720 Fire Protection - Pre-Operational Testing 10 143 26-Mar-24 10-Apr-24A13730 Fire Protection - Functional Testing 15 143 10-Apr-24 01-May-24A13770 Fire Protection - Commissioning 20 158 01-May-24 30-May-24 Misc. Commissioning and Testing 0 0
Area 85 - Sludge Dewatering Facility and Loadout 326 0 19-Sep-23 28-Jan-25 A12500 Sludge Dewatering Facility and Loadout Commissioning Complete 0 0 28-Jan-25 28-Jan-25 Electrical 40 90 10-Jul-24 05-Sep-24
A13830 Electrical - Pre-Operational Testing 10 0 10-Jul-24 24-Jul-24A13840 Electrical - Functional Testing 10 10 24-Jul-24 07-Aug-24A13850 Electrical - Commissioning 20 90 07-Aug-24 05-Sep-24 Bridge Crane 45 65 07-Aug-24 10-Oct-24
A13890 Bridge Crane - Pre-Operational Testing 10 65 07-Aug-24 21-Aug-24A13900 Bridge Crane - Functional Testing (Inc. Load Testing) 15 65 21-Aug-24 12-Sep-24A13920 Bridge Crane - Commissioning 20 65 12-Sep-24 10-Oct-24 Fiber and PLC 40 80 24-Jul-24 19-Sep-24
A13860 Fiber and PLC - Pre-Operational Testing 10 0 24-Jul-24 07-Aug-24A13870 Fiber and PLC - Functional Testing 10 0 07-Aug-24 21-Aug-24A13880 Fiber and PLC - Commissioning 20 80 21-Aug-24 19-Sep-24 HVAC 50 60 07-Aug-24 17-Oct-24
A13930 HVAC - Building - Pre-Operational Testing 10 20 07-Aug-24 21-Aug-24A13940 HVAC - Building - Functional Testing 10 30 21-Aug-24 05-Sep-24A13960 HVAC - Truck Loadout - Pre-Operational Testing 10 20 21-Aug-24 05-Sep-24A13950 HVAC - Building - Commissioning 20 70 05-Sep-24 03-Oct-24A13970 HVAC - Truck Loadout - Functional Testing 10 20 05-Sep-24 19-Sep-24A13980 HVAC - Truck Loadout - Commissioning 20 60 19-Sep-24 17-Oct-24 Cake Bins 267 40 17-Oct-23 18-Nov-24
A13990 Cake Bins - Bins 1 and 2 - Hydrotest 10 202 17-Oct-23 31-Oct-23A14000 Cake Bins - Bins 3 and 4 - Hydrotest 10 202 31-Oct-23 15-Nov-23A14010 Cake Bins - Pre-Operational Testing 10 4 06-Sep-24 20-Sep-24A14020 Cake Bins - Functional Testing 15 4 20-Sep-24 11-Oct-24A14030 Cake Bins - Commissioning 20 40 17-Oct-24 18-Nov-24 Cake Conveyance 60 40 21-Aug-24 18-Nov-24
A14040 Cake Conveyance - Pre-Operational Testing 10 15 21-Aug-24 05-Sep-24A14050 Cake Conveyance - Functional Testing 15 15 05-Sep-24 26-Sep-24A14060 Cake Conveyance - Commissioning 20 40 17-Oct-24 18-Nov-24 Centrate 266 60 19-Sep-23 17-Oct-24
A14070 Centrate - Wetwell 1 - Hydrotest 10 151 19-Sep-23 03-Oct-23A14080 Centrate - Wetwell 2 - Hydrotest 10 151 03-Oct-23 18-Oct-23A14160 Centrate - Mechanical Pipe Testing 15 59 07-May-24 29-May-24A14090 Centrate - Pre-Operational Testing 10 0 21-Aug-24 05-Sep-24A14100 Centrate - Functional Testing 10 0 05-Sep-24 19-Sep-24A14110 Centrate - Commissioning 20 60 19-Sep-24 17-Oct-24 Odor Control 55 40 28-Aug-24 18-Nov-24
A14120 Odor Control - Mechanical Pipe Testing 15 0 28-Aug-24 19-Sep-24A14130 Odor Control - Pre-Operational Testing 10 0 19-Sep-24 03-Oct-24A14140 Odor Control - Functional Testing 10 0 03-Oct-24 17-Oct-24A14150 Odor Control - Commissioning 20 40 17-Oct-24 18-Nov-24 Compressed Air 114 55 14-May-24 25-Oct-24
A15110 Compressed Air - Mechanical Pipe Testing - Truck Loadout 10 129 14-May-24 29-May-24A14170 Compressed Air - Mechanical Pipe Testing - Dewatering Building 10 70 11-Jun-24 25-Jun-24A14180 Compressed Air - Pre-Operational Testing 10 30 21-Aug-24 05-Sep-24A14190 Compressed Air - Functional Testing 15 30 05-Sep-24 26-Sep-24A14200 Compressed Air - Commissioning 20 55 26-Sep-24 25-Oct-24 Dewatering Polymer 144 40 23-Apr-24 18-Nov-24
A14210 Dewatering Polymer - Tank 1, 2 and 3 - Hydrotest 10 84 23-Apr-24 07-May-24A14220 Dewatering Polymer - Mechanical Pipe Testing 15 79 23-Apr-24 14-May-24A14230 Dewatering Polymer - Pre-Operational Testing 15 8 23-Aug-24 16-Sep-24A14240 Dewatering Polymer - Functional Testing 15 8 16-Sep-24 07-Oct-24A14250 Dewatering Polymer - Commissioning 20 40 17-Oct-24 18-Nov-24 Dewatering Trains 1 Through 4 214 0 11-Mar-24 28-Jan-25 A14260 Dewatering Trains 1 Thru 4 - Mechanical Pipe Testing 20 94 11-Mar-24 09-Apr-24A14270 Dewatering Trains 1 Thru 4 - Pre-Operational Testing 20 0 21-Aug-24 19-Sep-24A14280 Dewatering Trains 1 Thru 4 - Functional Testing 20 0 19-Sep-24 17-Oct-24A14290 Dewatering Trains 1 Thru 4 - Commissioning 60 0 17-Oct-24 28-Jan-25 Stormwater Pump Station 239 30 13-Dec-23 04-Dec-24
A14300 Stormwater Pump Station - Mechanical Pipe Testing 10 214 13-Dec-23 04-Jan-24A14310 Stormwater Pump Station - Pre-Operational Testing 10 30 26-Sep-24 10-Oct-24A14320 Stormwater Pump Station - Functional Testing 15 30 10-Oct-24 01-Nov-24A14330 Stormwater Pump Station - Commissioning 20 30 01-Nov-24 04-Dec-24 Fire Protection 70 65 02-Jul-24 10-Oct-24
A14340 Fire Protection - Mechanical Pipe Testing 10 40 02-Jul-24 17-Jul-24A14350 Fire Protection - Pre-Operational Testing 10 25 07-Aug-24 21-Aug-24A14360 Fire Protection - Functional Testing 15 25 21-Aug-24 12-Sep-24A14370 Fire Protection - Commissioning 20 65 12-Sep-24 10-Oct-24 Process Drain and Sanitary Pump Stations 190 55 25-Jan-24 25-Oct-24 A14380 Process Drain and Sanitary Pumps Station - Mechanical Pipe Testing 10 150 25-Jan-24 08-Feb-24A14390 Process Drain and Sanitary Pumps Station - Pre-Operational Testing 10 15 21-Aug-24 05-Sep-24A14400 Process Drain and Sanitary Pumps Station - Functional Testing 15 15 05-Sep-24 26-Sep-24A14410 Process Drain and Sanitary Pumps Station - Commissioning 20 55 26-Sep-24 25-Oct-24 Misc. Commissioning and Testing 75 128 26-Mar-24 12-Jul-24 A14740 Dewatering Bldg - Elevator - Pre-Operational/Functional Testing 15 168 26-Mar-24 17-Apr-24A14990 Truck Loadout - Overhead Doors - Pre-Operational/Functional Testing 10 170 08-Apr-24 22-Apr-24A14760 Dewatering Bldg - Elevator - Commissioning 20 168 17-Apr-24 15-May-24A15000 Truck Loadout - Overhead Doors - Commissioning 15 170 22-Apr-24 13-May-24A15010 Truck Loadout - Utility Water System - Mechanical Testing - Dewatering Building 10 143 22-Apr-24 06-May-24A14830 Dewatering Bldg - Utility Water System - Mechanical Testing - Dewatering Building 10 96 01-May-24 15-May-24 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Fire Protection - Pre-Operational Testin...

Fire Protection - Functional Testing
Fire Protection - Commissioning
28-Jan-25, Area 85 - Sludge Dewatering F...Sludge Dewatering Facility and Loadout C... 05-Sep-24, Electrical
Electrical - Pre-Operational Testing
Electrical - Functional Testing
Electrical - Commissioning
10-Oct-24, Bridge Crane
Bridge Crane - Pre-Operational Testing
Bridge Crane - Functional Testing (Inc. ...

Bridge Crane - Commissioning
19-Sep-24, Fiber and PLC
Fiber and PLC - Pre-Operational Testing
Fiber and PLC - Functional Testing
Fiber and PLC - Commissioning
17-Oct-24, HVAC
HVAC - Building - Pre-Operational Testin...

HVAC - Building - Functional TestingHVAC - Truck Loadout - Pre-Operational T...

HVAC - Building - Commissioning
HVAC - Truck Loadout - Functional Testin...

HVAC - Truck Loadout - Commissioning
18-Nov-24, Cake Bins
Cake Bins - Bins 1 and 2 - Hydrotest
Cake Bins - Bins 3 and 4 - Hydrotest
Cake Bins - Pre-Operational Testing
Cake Bins - Functional Testing
Cake Bins - Commissioning18-Nov-24, Cake Conveyance
Cake Conveyance - Pre-Operational Testin...

Cake Conveyance - Functional Testing
Cake Conveyance - Commissioning
17-Oct-24, Centrate
Centrate - Wetwell 1 - Hydrotest
Centrate - Wetwell 2 - Hydrotest
Centrate - Mechanical Pipe Testing
Centrate - Pre-Operational Testing
Centrate - Functional Testing
Centrate - Commissioning
18-Nov-24, Odor Control
Odor Control - Mechanical Pipe Testing
Odor Control - Pre-Operational Testing
Odor Control - Functional Testing
Odor Control - Commissioning
25-Oct-24, Compressed Air
Compressed Air - Mechanical Pipe Testing...

Compressed Air - Mechanical Pipe Testing...

Compressed Air - Pre-Operational Testing
Compressed Air - Functional Testing
Compressed Air - Commissioning
18-Nov-24, Dewatering Polymer
Dewatering Polymer - Tank 1, 2 and 3 - H...

Dewatering Polymer - Mechanical Pipe Tes...

Dewatering Polymer - Pre-Operational Tes...

Dewatering Polymer - Functional Testing
Dewatering Polymer - Commissioning
28-Jan-25, Dewatering Trains 1 Through 4
Dewatering Trains 1 Thru 4 - Mechanical ...

Dewatering Trains 1 Thru 4 - Pre-Operati...

Dewatering Trains 1 Thru 4 - Functional ...

Dewatering Trains 1 Thru 4 - Commissioni...
04-Dec-24, Stormwater Pump Station
Stormwater Pump Station - Mechanical Pip...

Stormwater Pump Station - Pre-Operationa...

Stormwater Pump Station - Functional Tes...

Stormwater Pump Station - Commissioning
10-Oct-24, Fire Protection
Fire Protection - Mechanical Pipe Testin...

Fire Protection - Pre-Operational Testin...

Fire Protection - Functional Testing
Fire Protection - Commissioning
25-Oct-24, Process Drain and Sanitary Pu...

Process Drain and Sanitary Pumps Station...

Process Drain and Sanitary Pumps Station...
12-Jul-24, Misc. Commissioning and Testi...

Dewatering Bldg - Elevator - Pre-Operati...

Truck Loadout - Overhead Doors - Pre-Ope...

Dewatering Bldg - Elevator - Commissioni...

Truck Loadout - Overhead Doors - Commiss...

Truck Loadout - Utility Water System - M...

Dewatering Bldg - Utility Water System -...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 7 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A14730 Dewatering Bldg - Overhead Doors - Pre-Operational/Functional Testing 10 128 30-May-24 13-Jun-24A15020 Truck Loadout - Roof Drain System - Mechanical Testing - Dewatering Building 10 119 31-May-24 14-Jun-24A14750 Dewatering Bldg - Overhead Doors - Commissioning 20 128 13-Jun-24 12-Jul-24A14770 Dewatering Bldg - Roof/2nd Floor Drain System - Mechanical Testing - Dewatering Building10 60 21-Jun-24 08-Jul-24 Truck Scales 40 49 06-Sep-24 04-Nov-24
A15030 Truck Scales - Pre-Operational Testing 10 9 06-Sep-24 20-Sep-24A15040 Truck Scales - Functional Testing 10 9 20-Sep-24 04-Oct-24A15050 Truck Scales - Commissioning 20 49 04-Oct-24 04-Nov-24

2.2.7 - Centrifuge Confirmation Testing 249 327 23-May-22 26-May-23 A12410 Develop - Centrifuge Confirmation Testing Plan 90 684 23-May-22 20-Aug-22A12450 TPAD Sludge Available - Milestone - 6/1/2022 0 525 01-Jun-22*A12420 City Review - Centrifuge Confirmation Testing Plan 15 664 21-Aug-22 04-Sep-22A12430 Finalize Plan and Schedule Manufacture 30 684 05-Sep-22 04-Oct-22A12440 MOB, Setup and Perform Confirmation Testing 25 327 24-Apr-23 26-May-23 Submittals and Procurement 445 542 23-Apr-22 11-Jul-23
Develop Submittals - Longer than 30 Day Submittals 425 371 23-Apr-22 21-Jun-23 A4530 Main Contract - Develop Submittals 30 1 23-Apr-22 22-May-22 Submittal with Greater than 30 Day Development 425 371 23-Apr-22 21-Jun-23 A16530 467633 - Sludge Dewatering Centrifuges 60 272 23-Apr-22 21-Jun-22A16540 412213.13 - Bridge Cranes 60 33 23-Apr-22 21-Jun-22A16550 331623 - Wrapped Prestressed Concrete Tank - CIP Concrete Walls 60 24 23-Apr-22 21-Jun-22A16560 460906 - Live Bottom Bins 155 0 23-Apr-22 24-Sep-22A16570 411213.36 - Screw Conveyors 170 198 23-Apr-22 09-Oct-22A16580 432210 - Horizontal End Suction Chopper Pumps 60 33 23-Apr-22 21-Jun-22A16590 432313.14 - Horizontal Helical Screw Centrifugal Pumps 60 33 23-Apr-22 21-Jun-22A16600 432357 - Progressive Cavity Pumps 60 33 23-Apr-22 21-Jun-22A16620 463333 - Polymer Feed Systems 60 33 23-Apr-22 21-Jun-22A16630 444111 - Truck Scales 60 130 23-Apr-22 21-Jun-22A16640 466029 - Grinders 60 33 23-Apr-22 21-Jun-22A16650 431346 - Gas Control and Safety Equipment 60 470 23-Apr-22 21-Jun-22A16660 434145.13 - FRP Chemical Storage Tanks 60 33 23-Apr-22 21-Jun-22A16670 055013 - Structural Steel 75 115 23-Apr-22 06-Jul-22A16680 261219 - Medium Voltage Transformer 90 200 23-Apr-22 21-Jul-22A16690 262423 - 600 Volt Motor Control Centers (MCC) 90 200 23-Apr-22 21-Jul-22A16700 262924 - Variable Frequency Drives (VFD) 90 232 23-Apr-22 21-Jul-22A16710 260000 - Pre-Engineered Electrical Building 120 129 23-Apr-22 20-Aug-22A16720 431121 - Odor Control fans 60 33 23-Apr-22 21-Jun-22A16730 230911/233013/235013/237000 - HVAC Duct, Equipment and Controls 60 95 23-Apr-22 21-Jun-22A16740 406200 & 406816 - Computer System Hardware and Software 90 252 23-Apr-22 21-Jul-22A16750 211300/283119 - Fire Suppression Sprinkler, Fire Protection and Signaling System 90 334 23-Apr-22 21-Jul-22A16780 262300 - Low Voltage Switchgear 90 200 23-Apr-22 21-Jul-22A16610 133419 - Metal Building Systems 90 478 23-Apr-22 21-Jul-22A19830 142123.16 - Machine Room-Less Electric Traction Passenger Elevator 60 522 23-Apr-22 21-Jun-22A19840 221329.15 - Submersible Elevator Sump Pumps 60 417 23-Apr-22 21-Jun-22A19850 221329.16 - Submersible Sump an Sewage Pumps 60 586 23-Apr-22 21-Jun-22A19860 333213.13 - Package Storm Water Pump Station 90 472 23-Apr-22 21-Jul-22A19870 407100 - Instrumentation 60 33 23-Apr-22 21-Jun-22A19880 431232 - Compressed Air Equipment - Base Mounted Compressors 90 479 23-Apr-22 21-Jul-22A19890 431613 - Odor Control Dampers 90 3 23-Apr-22 21-Jul-22A19900 432313 - Horizontal Recessed Impeller Centrifugal Pumps 90 427 23-Apr-22 21-Jul-22A19910 432313.17 - Vertical End Suction Centrifugal Pumps 90 427 23-Apr-22 21-Jul-22A19920 464121 - Pump Mixing Equipment 90 3 23-Apr-22 21-Jul-22A16870 010000 - Area 84 - Sludge Storage - Commissioning Manual 180 371 24-Dec-22 21-Jun-23A16880 010000 - Area 85 - Sludge Dewatering Facility and Loadout - Commissioning Manual 180 371 24-Dec-22 21-Jun-23 Initial Submittal Submit/Review 155 742 23-May-22 24-Oct-22 A4740 033000 - Cast In Place Concrete 15 49 23-May-22 06-Jun-22A4750 031100 - Formwork and Misc. Materials 15 34 23-May-22 06-Jun-22A4770 032000 - Concrete Reinforcement - Dewatering Building 15 19 23-May-22 06-Jun-22A4780 032000 - Concrete Reinforcement - Cake Loadout Building 15 143 23-May-22 06-Jun-22A4800 040000 - Masonry 15 384 23-May-22 06-Jun-22A4810 055213.2 - Handrail 15 471 23-May-22 06-Jun-22A4840 055013 - Structural Steel - Stairs 15 317 23-May-22 06-Jun-22A4850 055013 - Structural Steel - Misc. 15 277 23-May-22 06-Jun-22A4860 053100 - Structural Steel - Roof Joist and Decking 15 414 23-May-22 06-Jun-22A4870 081113 - Hollow Metal Doors and Frames 15 125 23-May-22 06-Jun-22A4880 083323/083323.13 - Overhead Coiling and Rapid Coiling Doors 15 63 23-May-22 06-Jun-22A4890 088000/088113/088813 - Glazing/Decorative Glass Glazing/Fire-Rated Glazing 15 125 23-May-22 06-Jun-22A4900 086300 - Metal Framed Skylights 15 659 23-May-22 06-Jun-22A4910 080000 - Floor Hatches 15 109 23-May-22 06-Jun-22A4920 099113/099123 - Exterior/Interior Paint 15 513 23-May-22 06-Jun-22A4930 099611 - Protective Coatings 15 543 23-May-22 06-Jun-22A4940 120000 - Specialties (Furniture) 15 852 23-May-22 06-Jun-22A4960 221119 - Backflow Preventers 15 721 23-May-22 06-Jun-22A4970 220000 - Plumbing 15 822 23-May-22 06-Jun-22A5050 260000 - Conductors and Cable 15 584 23-May-22 06-Jun-22A5060 260000 - Raceways and Conduit (Phase II) 15 360 23-May-22 06-Jun-22A5070 260000 - Grounding and Bonding 15 35 23-May-22 06-Jun-22A5080 260000 - Lighting 15 528 23-May-22 06-Jun-22A5090 260000 - Control Panels 15 63 23-May-22 06-Jun-22A5120 321216 - Asphalt Paving 15 809 23-May-22 06-Jun-22A5140 400517 - Copper Pipe 15 488 23-May-22 06-Jun-22A5150 400517.13 - Pipe Supports 15 398 23-May-22 06-Jun-22A5160 400519 - Ductile Iron Pipe 15 7 23-May-22 06-Jun-22A5170 400523 - Stainless Steel Pipe 15 428 23-May-22 06-Jun-22A5180 400531.16 - PVC Sewer Pipe 15 458 23-May-22 06-Jun-22A5190 400533.11 - HDPE Pipe 15 229 23-May-22 06-Jun-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Dewatering Bldg - Overhead Doors - Pre-O...

Truck Loadout - Roof Drain System - Mech...

Dewatering Bldg - Overhead Doors - Commi...

Dewatering Bldg - Roof/2nd Floor Drain S...
04-Nov-24, Truck Scales
Truck Scales - Pre-Operational Testing
Truck Scales - Functional Testing
Truck Scales - Commissioning
26-May-23, 2.2.7 - Centrifuge Confirmati...

Develop - Centrifuge Confirmation Testin...

TPAD Sludge Available - Milestone - 6/1/...

City Review - Centrifuge Confirmation T...

Finalize Plan and Schedule Manufacture
MOB, Setup and Perform Confirmation Test...
11-Jul-23, Submittals and Procurement
21-Jun-23, Develop Submittals - Longer t...

Main Contract - Develop Submittals
21-Jun-23, Submittal with Greater than 3...
467633 - Sludge Dewatering Centrifuges412213.13 - Bridge Cranes331623 - Wrapped Prestressed Concrete Ta... 460906 - Live Bottom Bins
411213.36 - Screw Conveyors
432210 - Horizontal End Suction Chopper ...432313.14 - Horizontal Helical Screw Cen...432357 - Progressive Cavity Pumps463333 - Polymer Feed Systems444111 - Truck Scales466029 - Grinders431346 - Gas Control and Safety Equipmen...434145.13 - FRP Chemical Storage Tanks 055013 - Structural Steel
261219 - Medium Voltage Transformer262423 - 600 Volt Motor Control Centers ...262924 - Variable Frequency Drives (VFD) 260000 - Pre-Engineered Electrical Build...
431121 - Odor Control fans230911/233013/235013/237000 - HVAC Duct,... 406200 & 406816 - Computer System Hardwa...211300/283119 - Fire Suppression Sprinkl...262300 - Low Voltage Switchgear133419 - Metal Building Systems 142123.16 - Machine Room-Less Electric T...221329.15 - Submersible Elevator Sump Pu...221329.16 - Submersible Sump an Sewage P... 333213.13 - Package Storm Water Pump Sta...
407100 - Instrumentation
431232 - Compressed Air Equipment - Base...431613 - Odor Control Dampers432313 - Horizontal Recessed Impeller Ce...432313.17 - Vertical End Suction Centrif...464121 - Pump Mixing Equipment 010000 - Area 84 - Sludge Storage - Comm...010000 - Area 85 - Sludge Dewatering Fac... 24-Oct-22, Initial Submittal Submit/Revi...
033000 - Cast In Place Concrete031100 - Formwork and Misc. Materials032000 - Concrete Reinforcement - Dewate...032000 - Concrete Reinforcement - Cake L...040000 - Masonry055213.2 - Handrail055013 - Structural Steel - Stairs055013 - Structural Steel - Misc.053100 - Structural Steel - Roof Joist a...081113 - Hollow Metal Doors and Frames083323/083323.13 - Overhead Coiling and ...088000/088113/088813 - Glazing/Decorativ...086300 - Metal Framed Skylights080000 - Floor Hatches099113/099123 - Exterior/Interior Paint099611 - Protective Coatings120000 - Specialties (Furniture)221119 - Backflow Preventers220000 - Plumbing260000 - Conductors and Cable260000 - Raceways and Conduit (Phase II)260000 - Grounding and Bonding260000 - Lighting260000 - Control Panels321216 - Asphalt Paving400517 - Copper Pipe400517.13 - Pipe Supports400519 - Ductile Iron Pipe400523 - Stainless Steel Pipe400531.16 - PVC Sewer Pipe400533.11 - HDPE Pipe SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 8 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A5200 400536.11 - FRP Pipe 15 428 23-May-22 06-Jun-22A5210 400557 - Valve Actuators 15 63 23-May-22 06-Jun-22A5220 400561.23 - Resilient Seated Gate Valves 15 428 23-May-22 06-Jun-22A5240 400562.16 - Eccentric Plug Valves 15 428 23-May-22 06-Jun-22A5250 400563.53 - Ball Valves 15 458 23-May-22 06-Jun-22A5260 400564.22 - Butterfly Valves 15 428 23-May-22 06-Jun-22A5270 400568 - Check Valves 15 428 23-May-22 06-Jun-22A5280 409400 - Programmable Logic Controllers 15 350 23-May-22 06-Jun-22A5290 406633 - Metallic Communication Cable and Connectors 15 440 23-May-22 06-Jun-22A5300 406313 - Distributed Control System 15 440 23-May-22 06-Jun-22A5520 330507.13 - Horizontal Directional Drilling 15 259 23-May-22 06-Jun-22A5750 013543 - Hazardous Material Plan (Contaminated Soils, Etc.) 15 79 23-May-22 06-Jun-22A12890 314516 - Ground Improvements (Densification) (Sludge Storage Tank Site) 15 91 23-May-22 06-Jun-22A5191 400533.11 - HDPE Pipe - Underslab Material 15 1 23-May-22 06-Jun-22A5130 055000 - Structural Steel - Wall Panels and Supports 15 348 23-May-22 06-Jun-22A16370 133423 - Guard Booth with Restroom 15 607 23-May-22 06-Jun-22A16950 033013/033500/033900 - Concrete Accessories 15 49 23-May-22 06-Jun-22A16990 036000 - Grouting 15 680 23-May-22 06-Jun-22A17030 061053/061600 - Misc Rough Carpentry and Sheathing 15 651 23-May-22 06-Jun-22A17040 064116 - Plastic Laminate-Clad Architectural Cabinets 15 530 23-May-22 06-Jun-22A17050 066400 - Plastic Paneling 15 621 23-May-22 06-Jun-22A17060 067413 - Fiberglass Reinforced Gratings 15 486 23-May-22 06-Jun-22A17070 071170 - Bentonite Damproofing 15 621 23-May-22 06-Jun-22A17080 071900 - Water Repellents 15 651 23-May-22 06-Jun-22A17090 072500 - Weather Barriers 15 651 23-May-22 06-Jun-22A17100 072600 - Vapor Retarders 15 651 23-May-22 06-Jun-22A17110 074213 - Acoustical Treatment 15 768 23-May-22 06-Jun-22A17120 074214 - Insulated Metal Wall Panels 15 421 23-May-22 06-Jun-22A17130 075416 - Ketone Ethylene (KEE) Roofing 15 406 23-May-22 06-Jun-22A17140 076200 - Sheet Metal Flashing and Trim 15 667 23-May-22 06-Jun-22A17150 078413 - Penetration Firestopping 15 762 23-May-22 06-Jun-22A17160 079200 - Joint Sealant 15 762 23-May-22 06-Jun-22A17170 081416 - Flush Wood Doors 15 530 23-May-22 06-Jun-22A17180 084113 - Aluminum-Framed Entrances and Storefronts 15 530 23-May-22 06-Jun-22A17190 084413 - Glazed Aluminum Curtain Walls 15 530 23-May-22 06-Jun-22A17200 084511 - Translucent Exterior Channel Glass Wall Assemblies 15 621 23-May-22 06-Jun-22A17210 084513 - Structured-Polycarbonated-Panel Assemblies 15 621 23-May-22 06-Jun-22A17220 087100 - Door Hardware 15 530 23-May-22 06-Jun-22A17230 089119 - Fixed Louvers 15 703 23-May-22 06-Jun-22A17870 092116.23 - Gypsum Board Shaft Wall Assemblies 15 745 23-May-22 06-Jun-22A17880 092216 - Non-Structural Metal Framing 15 651 23-May-22 06-Jun-22A17890 092900 - Gypsum Board 15 745 23-May-22 06-Jun-22A17900 093013 - Ceramic Tiling 15 530 23-May-22 06-Jun-22A17910 095153 - Acoustical Panel Ceilings 15 798 23-May-22 06-Jun-22A17920 096500/13/19/36 - Resilient Flooring/Base and Accessories/Tile Flooring/Static-Control Flooring 15 530 23-May-22 06-Jun-22A17930 099300 - Staining and Transparent Finishing 15 745 23-May-22 06-Jun-22A17940 101419/23/23.16 - Dimensional Letter/Panel/Room Identification Panel Signage 15 530 23-May-22 06-Jun-22A17950 102800 - Toilet, Bath and Laundry Accessories 15 530 23-May-22 06-Jun-22A17960 104413/16 - Fire Protection Cabinets and Fire Extinguishers 15 882 23-May-22 06-Jun-22A17970 105113 - Metal Lockers 15 530 23-May-22 06-Jun-22A17980 113013 - Residential Appliances 15 852 23-May-22 06-Jun-22A17990 123553.16 - Plastic Laminate-Clad Laboratory Casework 15 530 23-May-22 06-Jun-22A18000 123623.13/122661.16 - Plastic Laminate-Clad Countertops/Solid Surfacing Countertops 15 530 23-May-22 06-Jun-22A18010 124813 - Entrance Floor Mats and Frames 15 530 23-May-22 06-Jun-22A18550 328400/329100/329300 - Landscaping and Irrigation 15 851 23-May-22 06-Jun-22A18590 260000 - Site Security Requirements 15 742 23-May-22 06-Jun-22A18630 221317 - Cast Iron Soil Pipe and Accessories 15 705 23-May-22 06-Jun-22A18660 230593 - Testing, Adjusting and Balancing for HVAC and Odor Control Systems 15 746 23-May-22 06-Jun-22A18680 312311 - Excavation and Fill for Structures 15 420 23-May-22 06-Jun-22A18690 312333 - Trenching and Backfilling 15 420 23-May-22 06-Jun-22A18700 321616 - Concrete, Sidewalk, Curb and Gutter 15 755 23-May-22 06-Jun-22A18710 323113 - Chain Link Fences and Gates 15 790 23-May-22 06-Jun-22A18720 330514 - Manhole and Vault Covers and Accessories 15 547 23-May-22 06-Jun-22A18730 330563 - Precast Concrete Vaults and Chambers - Dry Utility Applications 15 372 23-May-22 06-Jun-22A18740 331433 - Packaged Air Gap Break Tank and Booster Pump System 15 640 23-May-22 06-Jun-22A18760 333913 - Sanitary Utility Sewerage Manholes, Frames and Covers 15 499 23-May-22 06-Jun-22A18770 334211 - Double Wall Polypropylene Storm Pipe 15 547 23-May-22 06-Jun-22A18780 400559.16 - Fabrication Stainless Steel Slide Gates 15 643 23-May-22 06-Jun-22A19240 400567 - Globe Valves 15 460 23-May-22 06-Jun-22A19250 400573.13 - Pressure Reducing Valves 15 460 23-May-22 06-Jun-22A19260 400586 - Air Valves 15 539 23-May-22 06-Jun-22A19270 400588.11 - Solenoid Valves 15 460 23-May-22 06-Jun-22A19280 404211 - Mechanical Insulation 15 750 23-May-22 06-Jun-22A19290 406611 - Network Systems 15 515 23-May-22 06-Jun-22A19310 409513 - Instrument and Control Panels 15 515 23-May-22 06-Jun-22A19320 409580 - Fiber Optic Communication System 15 515 23-May-22 06-Jun-22A19330 409990 - Package Control Systems 15 515 23-May-22 06-Jun-22A19340 430521 - Seal Water Stations 15 487 23-May-22 06-Jun-22A4990 235013 - HVAC - Heating Systems 15 95 22-Jun-22 06-Jul-22A5000 237000 - HVAC - AC Systems 15 95 22-Jun-22 06-Jul-22A5310 407100 - Flow Instruments 15 33 22-Jun-22 06-Jul-22A5320 407200 - Pressure and Level Instruments 15 308 22-Jun-22 06-Jul-22A5330 407400 - Temperature Instruments 15 308 22-Jun-22 06-Jul-22A5340 407500 - Process Analytical Instruments 15 308 22-Jun-22 06-Jul-22A5360 412213.13 - Bridge Cranes 15 33 22-Jun-22 06-Jul-22A5380 431121 - Odor Control fans 15 33 22-Jun-22 06-Jul-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
400536.11 - FRP Pipe400557 - Valve Actuators400561.23 - Resilient Seated Gate Valves400562.16 - Eccentric Plug Valves400563.53 - Ball Valves400564.22 - Butterfly Valves400568 - Check Valves409400 - Programmable Logic Controllers406633 - Metallic Communication Cable an...406313 - Distributed Control System330507.13 - Horizontal Directional Drill...013543 - Hazardous Material Plan (Contam...314516 - Ground Improvements (Densificat...400533.11 - HDPE Pipe - Underslab Materi...055000 - Structural Steel - Wall Panels ...133423 - Guard Booth with Restroom033013/033500/033900 - Concrete Accessor...036000 - Grouting061053/061600 - Misc Rough Carpentry and...064116 - Plastic Laminate-Clad Architect...066400 - Plastic Paneling067413 - Fiberglass Reinforced Gratings071170 - Bentonite Damproofing071900 - Water Repellents072500 - Weather Barriers072600 - Vapor Retarders074213 - Acoustical Treatment074214 - Insulated Metal Wall Panels075416 - Ketone Ethylene (KEE) Roofing076200 - Sheet Metal Flashing and Trim078413 - Penetration Firestopping079200 - Joint Sealant081416 - Flush Wood Doors084113 - Aluminum-Framed Entrances and S...084413 - Glazed Aluminum Curtain Walls084511 - Translucent Exterior Channel Gl...084513 - Structured-Polycarbonated-Panel...087100 - Door Hardware089119 - Fixed Louvers092116.23 - Gypsum Board Shaft Wall Asse...092216 - Non-Structural Metal Framing092900 - Gypsum Board093013 - Ceramic Tiling095153 - Acoustical Panel Ceilings096500/13/19/36 - Resilient Flooring/Bas...099300 - Staining and Transparent Finish...101419/23/23.16 - Dimensional Letter/Pan...102800 - Toilet, Bath and Laundry Access...104413/16 - Fire Protection Cabinets and...105113 - Metal Lockers113013 - Residential Appliances123553.16 - Plastic Laminate-Clad Labora...123623.13/122661.16 - Plastic Laminate-C...124813 - Entrance Floor Mats and Frames328400/329100/329300 - Landscaping and I...260000 - Site Security Requirements221317 - Cast Iron Soil Pipe and Accesso...230593 - Testing, Adjusting and Balancin...312311 - Excavation and Fill for Structu...312333 - Trenching and Backfilling321616 - Concrete, Sidewalk, Curb and Gu...323113 - Chain Link Fences and Gates330514 - Manhole and Vault Covers and Ac...330563 - Precast Concrete Vaults and Cha...331433 - Packaged Air Gap Break Tank and...333913 - Sanitary Utility Sewerage Manho...334211 - Double Wall Polypropylene Storm...400559.16 - Fabrication Stainless Steel ...400567 - Globe Valves400573.13 - Pressure Reducing Valves400586 - Air Valves400588.11 - Solenoid Valves404211 - Mechanical Insulation406611 - Network Systems409513 - Instrument and Control Panels409580 - Fiber Optic Communication Syste...409990 - Package Control Systems430521 - Seal Water Stations 235013 - HVAC - Heating Systems237000 - HVAC - AC Systems407100 - Flow Instruments407200 - Pressure and Level Instruments407400 - Temperature Instruments407500 - Process Analytical Instruments412213.13 - Bridge Cranes431121 - Odor Control fans SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 9 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A5390 431346 - Gas Control and Safety Equipment 15 470 22-Jun-22 06-Jul-22A5410 432210 - Horizontal End Suction Chopper Pumps 15 33 22-Jun-22 06-Jul-22A5420 432313.14 - Horizontal Helical Screw Centrifugal Pumps 15 33 22-Jun-22 06-Jul-22A5430 432357 - Progressive Cavity Pumps 15 33 22-Jun-22 06-Jul-22A5450 434145.13 - FRP Chemical Storage Tanks 15 33 22-Jun-22 06-Jul-22A5460 444111 - Truck Scales 15 130 22-Jun-22 06-Jul-22A5480 463333 - Polymer Feed Systems 15 33 22-Jun-22 06-Jul-22A5500 466029 - Grinders 15 33 22-Jun-22 06-Jul-22A5760 467633 - Sludge Dewatering Centrifuges 15 272 22-Jun-22 06-Jul-22A5970 331623 - Wrapped Prestressed Concrete Tank - CIP Concrete Walls 60 24 22-Jun-22 20-Aug-22A16450 233013 - Air Distribution Systems 15 536 22-Jun-22 06-Jul-22A18030 142123.16 - Machine Room-Less Electric Traction Passenger Elevator 15 522 22-Jun-22 06-Jul-22A18640 221329.15 - Submersible Elevator Sump Pumps 15 417 22-Jun-22 06-Jul-22A18650 221329.16 - Submersible Sump an Sewage Pumps 15 586 22-Jun-22 06-Jul-22A18670 230911 - Building Systems Controls 15 506 22-Jun-22 06-Jul-22A19300 407800 - Panel Mounted Instruments 15 522 22-Jun-22 06-Jul-22A4820 055013 - Structural Steel - Dewatering Building 15 115 07-Jul-22 21-Jul-22A4830 055013 - Structural Steel - Cake Loadout Buiding 15 115 07-Jul-22 21-Jul-22A4950 211300 - Fire Suppression Sprinkler System 15 364 22-Jul-22 05-Aug-22A5010 261219 - Medium Voltage Transformer 15 200 22-Jul-22 05-Aug-22A5020 262300 - Low Voltage Switchgear 15 200 22-Jul-22 05-Aug-22A5030 262423 - 600 Volt Motor Control Centers (MCC) 15 200 22-Jul-22 05-Aug-22A5040 262924 - Variable Frequency Drives (VFD) 15 232 22-Jul-22 05-Aug-22A5400 431613 - Odor Control Dampers 15 3 22-Jul-22 05-Aug-22A5490 464121 - Pump Mixing Equipment 15 3 22-Jul-22 05-Aug-22A8470 406200 - Computer System Hardware 60 252 22-Jul-22 19-Sep-22A8510 406816 - Computer System Software 60 252 22-Jul-22 19-Sep-22A16490 283119 - Fire Protection and Signaling System 30 334 22-Jul-22 20-Aug-22A18020 133419 - Metal Building Systems 15 478 22-Jul-22 05-Aug-22A18750 333213.13 - Package Storm Water Pump Station 15 472 22-Jul-22 05-Aug-22A19350 431232 - Compressed Air Equipment - Base Mounted Compressors 15 479 22-Jul-22 05-Aug-22A19360 432313 - Horizontal Recessed Impeller Centrifugal Pumps 15 427 22-Jul-22 05-Aug-22A19370 432313.17 - Vertical End Suction Centrifugal Pumps 15 427 22-Jul-22 05-Aug-22A16410 260000 - Pre-Engineered Electrical Building 30 129 21-Aug-22 19-Sep-22A16760 260000 - Short Circuit Study 30 607 05-Sep-22 04-Oct-22A5470 460906 - Live Bottom Bins 15 0 25-Sep-22 09-Oct-22A5350 411213.36 - Screw Conveyors 15 198 10-Oct-22 24-Oct-22 Re-Submittal Procurement 155 742 07-Jun-22 08-Nov-22
A5550 400533.11 - HDPE Pipe 15 229 07-Jun-22 21-Jun-22A5570 330507.13 - Horizontal Directional Drilling 15 259 07-Jun-22 21-Jun-22A6110 013543 - Hazardous Material Plan (Contaminated Soils, Etc.) 15 79 07-Jun-22 21-Jun-22A6140 033000 - Cast In Place Concrete 15 49 07-Jun-22 21-Jun-22A6150 031100 - Formwork and Misc. Materials 15 34 07-Jun-22 21-Jun-22A6170 032000 - Concrete Reinforcement - Dewatering Building 15 19 07-Jun-22 21-Jun-22A6180 032000 - Concrete Reinforcement - Cake Loadout Building 15 143 07-Jun-22 21-Jun-22A6190 040000 - Masonry 15 384 07-Jun-22 21-Jun-22A6200 055213.2 - Handrail 15 471 07-Jun-22 21-Jun-22A6230 055013 - Structural Steel - Stairs 15 317 07-Jun-22 21-Jun-22A6240 055013 - Structural Steel - Misc. 15 277 07-Jun-22 21-Jun-22A6250 053100 - Structural Steel - Roof Joist and Decking 15 414 07-Jun-22 21-Jun-22A6260 081113 - Hollow Metal Doors and Frames 15 125 07-Jun-22 21-Jun-22A6270 083323/083323.13 - Overhead Coiling and Rapid Coiling Doors 15 63 07-Jun-22 21-Jun-22A6280 088000/088113/088813 - Glazing/Decorative Glass Glazing/Fire-Rated Glazing 15 125 07-Jun-22 21-Jun-22A6290 086300 - Metal Framed Skylights 15 659 07-Jun-22 21-Jun-22A6300 080000 - Floor Hatches 15 109 07-Jun-22 21-Jun-22A6310 099113/099123 - Exterior/Interior Paint 15 513 07-Jun-22 21-Jun-22A6320 099611 - Protective Coatings 15 543 07-Jun-22 21-Jun-22A6330 120000 - Specialties (Furniture) 15 852 07-Jun-22 21-Jun-22A6350 221119 - Backflow Preventers 15 721 07-Jun-22 21-Jun-22A6360 220000 - Plumbing 15 822 07-Jun-22 21-Jun-22A6440 260000 - Conductors and Cable 15 584 07-Jun-22 21-Jun-22A6450 260000 - Raceways and Conduit (Phase II) 15 360 07-Jun-22 21-Jun-22A6460 260000 - Grounding and Bonding 15 35 07-Jun-22 21-Jun-22A6470 260000 - Lighting 15 528 07-Jun-22 21-Jun-22A6480 260000 - Control Panels 15 63 07-Jun-22 21-Jun-22A6490 321216 - Asphalt Paving 15 809 07-Jun-22 21-Jun-22A6510 400517 - Copper Pipe 15 488 07-Jun-22 21-Jun-22A6520 400517.13 - Pipe Supports 15 398 07-Jun-22 21-Jun-22A6530 400519 - Ductile Iron Pipe 15 7 07-Jun-22 21-Jun-22A6540 400523 - Stainless Steel Pipe 15 428 07-Jun-22 21-Jun-22A6550 400531.16 - PVC Sewer Pipe 15 458 07-Jun-22 21-Jun-22A6560 400536.11 - FRP Pipe 15 428 07-Jun-22 21-Jun-22A6570 400557 - Valve Actuators 15 63 07-Jun-22 21-Jun-22A6580 400561.23 - Resilient Seated Gate Valves 15 428 07-Jun-22 21-Jun-22A6600 400562.16 - Eccentric Plug Valves 15 428 07-Jun-22 21-Jun-22A6610 400563.53 - Ball Valves 15 458 07-Jun-22 21-Jun-22A6620 400564.22 - Butterfly Valves 15 428 07-Jun-22 21-Jun-22A6630 400568 - Check Valves 15 428 07-Jun-22 21-Jun-22A6640 409400 - Programmable Logic Controllers 15 350 07-Jun-22 21-Jun-22A6650 406633 - Metallic Communication Cable and Connectors 15 440 07-Jun-22 21-Jun-22A6660 406313 - Distributed Control System 15 440 07-Jun-22 21-Jun-22A12900 314516 - Ground Improvements (Densification) (Sludge Storage Tank Site) 15 91 07-Jun-22 21-Jun-22A7230 400533.11 - HDPE Pipe - Underslab Material 15 1 07-Jun-22 21-Jun-22A16230 055000 - Structural Steel - Wall Panels and Supports 15 348 07-Jun-22 21-Jun-22A16380 133423 - Guard Booth with Restroom 15 607 07-Jun-22 21-Jun-22A16960 033013/033500/033900 - Concrete Accessories 15 49 07-Jun-22 21-Jun-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
431346 - Gas Control and Safety Equipmen...432210 - Horizontal End Suction Chopper ...432313.14 - Horizontal Helical Screw Cen...432357 - Progressive Cavity Pumps434145.13 - FRP Chemical Storage Tanks444111 - Truck Scales463333 - Polymer Feed Systems466029 - Grinders467633 - Sludge Dewatering Centrifuges 331623 - Wrapped Prestressed Concrete Ta...
233013 - Air Distribution Systems142123.16 - Machine Room-Less Electric T...221329.15 - Submersible Elevator Sump Pu...221329.16 - Submersible Sump an Sewage P...230911 - Building Systems Controls407800 - Panel Mounted Instruments 055013 - Structural Steel - Dewatering B...055013 - Structural Steel - Cake Loadout... 211300 - Fire Suppression Sprinkler Syst...261219 - Medium Voltage Transformer262300 - Low Voltage Switchgear262423 - 600 Volt Motor Control Centers ...262924 - Variable Frequency Drives (VFD)431613 - Odor Control Dampers464121 - Pump Mixing Equipment 406200 - Computer System Hardware406816 - Computer System Software 283119 - Fire Protection and Signaling S...
133419 - Metal Building Systems333213.13 - Package Storm Water Pump Sta...431232 - Compressed Air Equipment - Base...432313 - Horizontal Recessed Impeller Ce...432313.17 - Vertical End Suction Centrif... 260000 - Pre-Engineered Electrical Build...
260000 - Short Circuit Study
460906 - Live Bottom Bins
411213.36 - Screw Conveyors
08-Nov-22, Re-Submittal Procurement
400533.11 - HDPE Pipe330507.13 - Horizontal Directional Drill...013543 - Hazardous Material Plan (Contam...033000 - Cast In Place Concrete031100 - Formwork and Misc. Materials032000 - Concrete Reinforcement - Dewate...032000 - Concrete Reinforcement - Cake L...040000 - Masonry055213.2 - Handrail055013 - Structural Steel - Stairs055013 - Structural Steel - Misc.053100 - Structural Steel - Roof Joist a...081113 - Hollow Metal Doors and Frames083323/083323.13 - Overhead Coiling and ...088000/088113/088813 - Glazing/Decorativ...086300 - Metal Framed Skylights080000 - Floor Hatches099113/099123 - Exterior/Interior Paint099611 - Protective Coatings120000 - Specialties (Furniture)221119 - Backflow Preventers220000 - Plumbing260000 - Conductors and Cable260000 - Raceways and Conduit (Phase II)260000 - Grounding and Bonding260000 - Lighting260000 - Control Panels321216 - Asphalt Paving400517 - Copper Pipe400517.13 - Pipe Supports400519 - Ductile Iron Pipe400523 - Stainless Steel Pipe400531.16 - PVC Sewer Pipe400536.11 - FRP Pipe400557 - Valve Actuators400561.23 - Resilient Seated Gate Valves400562.16 - Eccentric Plug Valves400563.53 - Ball Valves400564.22 - Butterfly Valves400568 - Check Valves409400 - Programmable Logic Controllers406633 - Metallic Communication Cable an...406313 - Distributed Control System314516 - Ground Improvements (Densificat...400533.11 - HDPE Pipe - Underslab Materi...055000 - Structural Steel - Wall Panels ...133423 - Guard Booth with Restroom033013/033500/033900 - Concrete Accessor...

SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 10 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.

Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A17000 036000 - Grouting 15 680 07-Jun-22 21-Jun-22A17240 061053/061600 - Misc Rough Carpentry and Sheathing 15 651 07-Jun-22 21-Jun-22A17250 064116 - Plastic Laminate-Clad Architectural Cabinets 15 530 07-Jun-22 21-Jun-22A17260 066400 - Plastic Paneling 15 621 07-Jun-22 21-Jun-22A17270 067413 - Fiberglass Reinforced Gratings 15 486 07-Jun-22 21-Jun-22A17280 071170 - Bentonite Damproofing 15 621 07-Jun-22 21-Jun-22A17290 071900 - Water Repellents 15 651 07-Jun-22 21-Jun-22A17300 072500 - Weather Barriers 15 651 07-Jun-22 21-Jun-22A17310 072600 - Vapor Retarders 15 651 07-Jun-22 21-Jun-22A17320 074213 - Acoustical Treatment 15 768 07-Jun-22 21-Jun-22A17330 074214 - Insulated Metal Wall Panels 15 421 07-Jun-22 21-Jun-22A17340 075416 - Ketone Ethylene (KEE) Roofing 15 406 07-Jun-22 21-Jun-22A17350 076200 - Sheet Metal Flashing and Trim 15 667 07-Jun-22 21-Jun-22A17360 078413 - Penetration Firestopping 15 762 07-Jun-22 21-Jun-22A17370 079200 - Joint Sealant 15 762 07-Jun-22 21-Jun-22A17380 081416 - Flush Wood Doors 15 530 07-Jun-22 21-Jun-22A17390 084113 - Aluminum-Framed Entrances and Storefronts 15 530 07-Jun-22 21-Jun-22A17400 084413 - Glazed Aluminum Curtain Walls 15 530 07-Jun-22 21-Jun-22A17410 084511 - Translucent Exterior Channel Glass Wall Assemblies 15 621 07-Jun-22 21-Jun-22A17420 084513 - Structured-Polycarbonated-Panel Assemblies 15 621 07-Jun-22 21-Jun-22A17430 087100 - Door Hardware 15 530 07-Jun-22 21-Jun-22A17440 089119 - Fixed Louvers 15 703 07-Jun-22 21-Jun-22A18040 092116.23 - Gypsum Board Shaft Wall Assemblies 15 745 07-Jun-22 21-Jun-22A18050 092216 - Non-Structural Metal Framing 15 651 07-Jun-22 21-Jun-22A18060 092900 - Gypsum Board 15 745 07-Jun-22 21-Jun-22A18070 093013 - Ceramic Tiling 15 530 07-Jun-22 21-Jun-22A18080 095153 - Acoustical Panel Ceilings 15 798 07-Jun-22 21-Jun-22A18090 096500/13/19/36 - Resilient Flooring/Base and Accessories/Tile Flooring/Static-Control Flooring 15 530 07-Jun-22 21-Jun-22A18100 099300 - Staining and Transparent Finishing 15 745 07-Jun-22 21-Jun-22A18110 101419/23/23.16 - Dimensional Letter/Panel/Room Identification Panel Signage 15 530 07-Jun-22 21-Jun-22A18120 102800 - Toilet, Bath and Laundry Accessories 15 530 07-Jun-22 21-Jun-22A18130 104413/16 - Fire Protection Cabinets and Fire Extinguishers 15 882 07-Jun-22 21-Jun-22A18140 105113 - Metal Lockers 15 530 07-Jun-22 21-Jun-22A18150 113013 - Residential Appliances 15 852 07-Jun-22 21-Jun-22A18160 123553.16 - Plastic Laminate-Clad Laboratory Casework 15 530 07-Jun-22 21-Jun-22A18170 123623.13/122661.16 - Plastic Laminate-Clad Countertops/Solid Surfacing Countertops 15 530 07-Jun-22 21-Jun-22A18180 124813 - Entrance Floor Mats and Frames 15 530 07-Jun-22 21-Jun-22A18560 328400/329100/329300 - Landscaping and Irrigation 15 851 07-Jun-22 21-Jun-22A18600 260000 - Site Security Requirements 15 742 07-Jun-22 21-Jun-22A18790 221317 - Cast Iron Soil Pipe and Accessories 15 705 07-Jun-22 21-Jun-22A18820 230593 - Testing, Adjusting and Balancing for HVAC and Odor Control Systems 15 746 07-Jun-22 21-Jun-22A18840 312311 - Excavation and Fill for Structures 15 420 07-Jun-22 21-Jun-22A18850 312333 - Trenching and Backfilling 15 420 07-Jun-22 21-Jun-22A18860 321616 - Concrete, Sidewalk, Curb and Gutter 15 755 07-Jun-22 21-Jun-22A18870 323113 - Chain Link Fences and Gates 15 790 07-Jun-22 21-Jun-22A18880 330514 - Manhole and Vault Covers and Accessories 15 547 07-Jun-22 21-Jun-22A18890 330563 - Precast Concrete Vaults and Chambers - Dry Utility Applications 15 372 07-Jun-22 21-Jun-22A18900 331433 - Packaged Air Gap Break Tank and Booster Pump System 15 640 07-Jun-22 21-Jun-22A18920 333913 - Sanitary Utility Sewerage Manholes, Frames and Covers 15 499 07-Jun-22 21-Jun-22A18930 334211 - Double Wall Polypropylene Storm Pipe 15 547 07-Jun-22 21-Jun-22A19380 400559.16 - Fabrication Stainless Steel Slide Gates 15 643 07-Jun-22 21-Jun-22A19390 400567 - Globe Valves 15 460 07-Jun-22 21-Jun-22A19400 400573.13 - Pressure Reducing Valves 15 460 07-Jun-22 21-Jun-22A19410 400586 - Air Valves 15 539 07-Jun-22 21-Jun-22A19420 400588.11 - Solenoid Valves 15 460 07-Jun-22 21-Jun-22A19430 404211 - Mechanical Insulation 15 750 07-Jun-22 21-Jun-22A19440 406611 - Network Systems 15 515 07-Jun-22 21-Jun-22A19460 409513 - Instrument and Control Panels 15 515 07-Jun-22 21-Jun-22A19470 409580 - Fiber Optic Communication System 15 515 07-Jun-22 21-Jun-22A19480 409990 - Package Control Systems 15 515 07-Jun-22 21-Jun-22A19490 430521 - Seal Water Stations 15 487 07-Jun-22 21-Jun-22A6380 235013 - HVAC - Heating Systems 15 95 07-Jul-22 21-Jul-22A6390 237000 - HVAC - AC Systems 15 95 07-Jul-22 21-Jul-22A6670 407100 - Flow Instruments 15 33 07-Jul-22 21-Jul-22A6680 407200 - Pressure and Level Instruments 15 308 07-Jul-22 21-Jul-22A6690 407400 - Temperature Instruments 15 308 07-Jul-22 21-Jul-22A6700 407500 - Process Analytical Instruments 15 308 07-Jul-22 21-Jul-22A6720 412213.13 - Bridge Cranes 15 33 07-Jul-22 21-Jul-22A6740 431121 - Odor Control fans 15 33 07-Jul-22 21-Jul-22A6750 431346 - Gas Control and Safety Equipment 15 470 07-Jul-22 21-Jul-22A6770 432210 - Horizontal End Suction Chopper Pumps 15 33 07-Jul-22 21-Jul-22A6780 432313.14 - Horizontal Helical Screw Centrifugal Pumps 15 33 07-Jul-22 21-Jul-22A6790 432357 - Progressive Cavity Pumps 15 33 07-Jul-22 21-Jul-22A6810 434145.13 - FRP Chemical Storage Tanks 15 33 07-Jul-22 21-Jul-22A6820 444111 - Truck Scales 15 130 07-Jul-22 21-Jul-22A6840 463333 - Polymer Feed Systems 15 33 07-Jul-22 21-Jul-22A6860 466029 - Grinders 15 33 07-Jul-22 21-Jul-22A9330 467633 - Sludge Dewatering Centrifuges 15 272 07-Jul-22 21-Jul-22A16460 233013 - Air Distribution Systems 15 536 07-Jul-22 21-Jul-22A18200 142123.16 - Machine Room-Less Electric Traction Passenger Elevator 15 522 07-Jul-22 21-Jul-22A18800 221329.15 - Submersible Elevator Sump Pumps 15 417 07-Jul-22 21-Jul-22A18810 221329.16 - Submersible Sump an Sewage Pumps 15 586 07-Jul-22 21-Jul-22A18830 230911 - Building Systems Controls 15 506 07-Jul-22 21-Jul-22A19450 407800 - Panel Mounted Instruments 15 522 07-Jul-22 21-Jul-22A6210 055013 - Structural Steel - Dewatering Building 15 115 22-Jul-22 05-Aug-22A6220 055013 - Structural Steel - Cake Loadout Buiding 15 115 22-Jul-22 05-Aug-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
036000 - Grouting061053/061600 - Misc Rough Carpentry and...064116 - Plastic Laminate-Clad Architect...066400 - Plastic Paneling067413 - Fiberglass Reinforced Gratings071170 - Bentonite Damproofing071900 - Water Repellents072500 - Weather Barriers072600 - Vapor Retarders074213 - Acoustical Treatment074214 - Insulated Metal Wall Panels075416 - Ketone Ethylene (KEE) Roofing076200 - Sheet Metal Flashing and Trim078413 - Penetration Firestopping079200 - Joint Sealant081416 - Flush Wood Doors084113 - Aluminum-Framed Entrances and S...084413 - Glazed Aluminum Curtain Walls084511 - Translucent Exterior Channel Gl...084513 - Structured-Polycarbonated-Panel...087100 - Door Hardware089119 - Fixed Louvers092116.23 - Gypsum Board Shaft Wall Asse...092216 - Non-Structural Metal Framing092900 - Gypsum Board093013 - Ceramic Tiling095153 - Acoustical Panel Ceilings096500/13/19/36 - Resilient Flooring/Bas...099300 - Staining and Transparent Finish...101419/23/23.16 - Dimensional Letter/Pan...102800 - Toilet, Bath and Laundry Access...104413/16 - Fire Protection Cabinets and...105113 - Metal Lockers113013 - Residential Appliances123553.16 - Plastic Laminate-Clad Labora...123623.13/122661.16 - Plastic Laminate-C...124813 - Entrance Floor Mats and Frames328400/329100/329300 - Landscaping and I...260000 - Site Security Requirements221317 - Cast Iron Soil Pipe and Accesso...230593 - Testing, Adjusting and Balancin...312311 - Excavation and Fill for Structu...312333 - Trenching and Backfilling321616 - Concrete, Sidewalk, Curb and Gu...323113 - Chain Link Fences and Gates330514 - Manhole and Vault Covers and Ac...330563 - Precast Concrete Vaults and Cha...331433 - Packaged Air Gap Break Tank and...333913 - Sanitary Utility Sewerage Manho...334211 - Double Wall Polypropylene Storm...400559.16 - Fabrication Stainless Steel ...400567 - Globe Valves400573.13 - Pressure Reducing Valves400586 - Air Valves400588.11 - Solenoid Valves404211 - Mechanical Insulation406611 - Network Systems409513 - Instrument and Control Panels409580 - Fiber Optic Communication Syste...409990 - Package Control Systems430521 - Seal Water Stations 235013 - HVAC - Heating Systems237000 - HVAC - AC Systems407100 - Flow Instruments407200 - Pressure and Level Instruments407400 - Temperature Instruments407500 - Process Analytical Instruments412213.13 - Bridge Cranes431121 - Odor Control fans431346 - Gas Control and Safety Equipmen...432210 - Horizontal End Suction Chopper ...432313.14 - Horizontal Helical Screw Cen...432357 - Progressive Cavity Pumps434145.13 - FRP Chemical Storage Tanks444111 - Truck Scales463333 - Polymer Feed Systems466029 - Grinders467633 - Sludge Dewatering Centrifuges233013 - Air Distribution Systems142123.16 - Machine Room-Less Electric T...221329.15 - Submersible Elevator Sump Pu...221329.16 - Submersible Sump an Sewage P...230911 - Building Systems Controls407800 - Panel Mounted Instruments 055013 - Structural Steel - Dewatering B...055013 - Structural Steel - Cake Loadout...

San Jose City CouncilMarch 1, 2022

San Jose City Council
March 1, 2022