Agenda packet — Foster City City Council, May 18, 2026 (part 1 of 3)

CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

Members of the public wishing to speak will be asked to fill out a Request to Speak Form. Forms will be accepted until the staff presentation on an agenda item ends, or until the public comment period on non agenda items is closed. For special meetings, public comment is limited to item(s) on the agenda only.

To Observe the Meeting via Teleconference/Video Conference:

To access the meeting by computer / smartphone, go to: https://fostercityorg.zoom.us/j/82592136594 To dialin via phone:
16694449171 or
14086380968
And enter Webinar ID: 825 9213 6594
To Participate in the Meeting by Providing Public Comment via Teleconference/Video Conference:

During the Meeting: Live verbal public comments may be made by members of the public joining the meeting via Zoom. Zoom access information is provided above. Use the “raise hand” feature (for those joining by phone, press *9 to “raise hand”) during the public comment period for the agenda item you wish to address. The Zoom Host will call on people to speak by name provided or last 4 digits of phone number for dialin attendees. Please clearly state your full name for the record at the start of your public comment.

Before the Meeting: Written public comments for the record may be submitted in advance by 4:00 p.m. the day of the meeting by email to: [email protected] and will be made part of the written record but will not be read verbally at the meeting. Written public comments submitted by email should adhere to the following:

Clearly indicate the Agenda Item No. or specify “Public” in the Subject Line for items not on the agenda Include the submitter’s full name (Recommended but not required) Written public comments received by 4:00 p.m. the day of the meeting will be provided in their entirety to the City Council prior to the meeting and will be made part of the written record but will not be read verbally at the meeting.

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

Information may be received, placed on a future agenda, or referred to the appropriate City staff. FCMC 2.08.240 Addressing the Council. "...Each person desiring to address the Council shall step up to the public rostrum after being recognized to speak by the presiding officer, shall state his/her name and address for the record, state the subject he/she wishes to discuss, state who he/she is representing if he/she represents an organization or other persons and, unless further time is granted by majority vote of the Council, shall limit his/her remarks to three minutes. The City Council may vary the time limit for any speaker, if it deems this necessary." Speakers may join the Zoom meeting via the meeting link and using the “raise hand” feature and the Zoom host will call on people.

6. CITY/EMID CONSENT CALENDAR
All matters listed under Consent Calendar are considered to be routine by the City Council/EMID Board of Directors and will be enacted by one motion unless removed by a member of the Council/Board, staff, or public. There will be no separate discussion on these items unless a citizen or a Council/Board member so requests.

This section includes minutes, ordinances for adoption, resolutions for adoption, and other business as needed. If discussion is required, that item will be removed from the Consent Calendar and will be considered separately after approval of the remaining items on the Consent Calendar. Vote may be by roll call.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

6.3. A Resolution of the City Council of the City of Foster City Authorizing the Mayor to Execute an Agreement with OpenGov Inc. For a 3Year and 4Month Subscription to the OpenGov Budgeting Software in an Amount Not to Exceed $154,523
a) Staff Report
b) Adopt Resolution

6.4. A Resolution of the City Council of the City of Foster City Approving and Authorizing Staff to Issue the Request for Contractor Qualifications for the Construction of the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301717) and Finding the Project Exempt From CEQA Under Section 15301, 15302 and 15311
a) Staff Report
b) Adopt Resolution

6.5. A Resolution of the City Council of the City of Foster City Authorizing the Mayor to Execute a Task Order With BKF Engineers for OnCall Civil Engineering Services in the Amount of $153,815 With a Contingency of $15,400 to Provide Site Assessment, Design Services, and Bid/Construction Support for CIP 301725 Install Electric Vehicle Charging Stations; And Finding the Approval Exempt From the California Environmental Quality Act (CEQA) Pursuant to CEQA Guidelines §15061(B)(3)
a) Staff Report
b) Adopt Resolution

6.6. A Resolution of the Board of Directors of the Estero Municipal Improvement District Authorizing the President to Execute Contract Amendment No. One (1) to the Vendor Agreement With CD & Power in the Amount of $13,412.63 for the Emergency Generator Replacements Project (CIP 455705); And Finding Project Exempt From Review Under the California Environmental Quality Act (CEQA) Pursuant to CEQA Guidelines Section 15032 (Class 2 Existing Facilities)
a) Staff Report
b) Adopt Resolution

7. PUBLIC HEARINGS

7.1. A Public Hearing to Hear and Consider Comments Regarding the Parks and Recreation Master Fees and Service Charges for FY 20262027 and FY 20272028
a) Staff Report
b) Open Public Hearing
c) Receive Public Hearing
d) Close Public Hearing
e) Action – Adopt A Resolution of the City Council of the City of Foster City Amending the Master Fees and Service Charges Schedule for Parks and Recreation for FY 20262027 and FY 20272028
f) Action – Adopt A Resolution of the Board of Directors of the Estero Municipal Improvement District Amending the Master Fees and Service Charges Schedule for FY 20262027 and FY 20272028

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

8.2. Wastewater Treatment Plant Master Plan Improvements Project (CIP 455 652) Clean Water Program Update for Quarter 1 – January Through March 2026
a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

9.1. Consideration of Approving a Tenth Amendment to the Lease Agreement Between V.B. Golf LLC and the City of Foster City/Estero Municipal Improvement District and Authorizing the Mayor/President to Execute the Tenth Amendment and Finding the Amendment to the Lease Not a Project and if a Project, Is Exempt From the California Environmental Quality Act (CEQA) Pursuant to CEQA Guidelines Section 15061(B)(3)
a) Staff Report
b) Action – Adopt A Resolution of the City Council of the City of Foster City Approving a Tenth Amendment to the Lease Agreement Between V.B. Golf LLC and the City of Foster City/Estero Municipal Improvement District and Authorizing the Mayor to Execute the Tenth Amendment and Finding the Amendment to the Lease Not a Project and if a Project, Is Exempt From the California Environmental Quality Act (CEQA) Pursuant to CEQA Guidelines Section 15061(B)(3)
c) Action – Adopt A Resolution of the Board of Directors of the Estero Municipal Improvement District Approving a Tenth Amendment to the Lease Agreement Between V.B. Golf LLC and the City of Foster City/Estero Municipal Improvement District and Authorizing the Board President to Execute the Tenth Amendment and Finding the Amendment to the Lease Not a Project and if a Project, Is Exempt From the California Environmental Quality Act (CEQA) Pursuant to CEQA Guidelines Section 15061(B)(3)

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

11. CITY/DISTRICT MANAGER REPORTS, COUNCIL/BOARD STATEMENTS AND REQUESTS, AND COUNCIL LIAISON REPORTS
City/District Manager and Council/EMID Board Members report on their various assignments and liaison roles and Council/EMID Board requests for scheduling future items.

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

Any attendee wishing special accommodations at the meeting should contact the City Clerk’s Department at (650) 2863250 or [email protected] at least 48 hours in advance of the meeting. The City has a procedure for receiving and swiftly resolving requests for reasonable accommodation for individuals with disabilities, consistent with the federal Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and resolving any doubt in favor of accessibility.

That procedure for receiving and resolving requests for accommodation is available at the City Clerk’s Office. All meetings are conducted in a manner consistent with applicable civil rights and nondiscrimination laws.

Any writings or documents provided to a majority of the City Council or EMID Board regarding any item on this agenda after the agenda packet was distributed will be made available for public inspection in the City Clerk Department at City Hall located at 610 Foster City Boulevard during normal business hours and at the meeting.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

LIVE every 1st and 3rd Monday of the month
REPLAY next day at 1:00 pm (that week only)
REPLAY Saturday at 5:00 pm (only on Saturday the week the actual meeting occurs) City Council meetings on https://www.fostercity.org/community/page/fctvlivestream:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

1 CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

To Observe the Meeting via Teleconference/Video Conference:

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

7. PUBLIC HEARINGS

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

2 CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

To Observe the Meeting via Teleconference/Video Conference:

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

7. PUBLIC HEARINGS

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

3 CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

To Observe the Meeting via Teleconference/Video Conference:

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

7. PUBLIC HEARINGS

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

4 CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

To Observe the Meeting via Teleconference/Video Conference:

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

7. PUBLIC HEARINGS

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

5 CITY OF FOSTER CITY/
ESTERO MUNICIPAL IMPROVEMENT DISTRICT
FOSTER CITY COUNCIL CHAMBERS
620 FOSTER CITY BOULEVARD
FOSTER CITY, CALIFORNIA
MEMBERS OF THE PUBLIC THAT WISH TO ATTEND AND/OR PARTICIPATE IN A MEETING MAY DO SO IN PERSON OR BY JOINING THE ZOOM MEETING HTTPS://FOSTERCITY ORG.ZOOM.US/J/82592136594 PUBLIC COMMENTS WILL BE ACCEPTED BOTH IN PERSON AND VIA ZOOM MEETING. ANY EMAILS SENT TO [email protected] WILL BE PROVIDED TO THE CITY COUNCIL PRIOR TO THE MEETING.

To Attend the Meeting in Person:

Location: 620 Foster City Blvd, Foster City, California, 94404 To Provide Public Comment in Person:

To Observe the Meeting via Teleconference/Video Conference:

Written public comments will be posted to the City’s website for review prior to the meeting.

AMENDED
AGENDA
Monday, May 18, 2026 6:30 PM
REGULAR MEETING AS CITY COUNCIL/EMID BOARD OF

DIRECTORS

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE

3. ROLL CALL
Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel

4. SPECIAL PRESENTATIONS

4.1. A Proclamation Declaring the Week of May 1723, 2026 as "National Public Works Week"

4.2. A Proclamation Recognizing May 2026 as “Mental Health Month”

4.3. Presentation by SamTrans Regarding 101/92 Direct Connector Project Update

5. PUBLIC
Government Code Section 54954.2 E (3) precludes the City Council from discussing or acting upon any topic initially presented during the “Public” portion of the agenda.

6.1. City/EMID Special Meeting Minutes of May 4, 2026

6.2. City/EMID Regular Meeting Minutes of May 4, 2026

7. PUBLIC HEARINGS

8. REPORTS

8.1. Community Center Rebuild Project (CIP 301678) General Update a) Staff Report
b) Action – By Minute Order, Receive and Accept Report

9. RESOLUTIONS FOR ADOPTION

10. COMMUNICATIONS

10.1. City/District Warrants of Demands were Processed and Issued on April 16, 2026, April 30, 2026, and ACH were processed on April 3, 2026 a) Information Item Only
b) No Action Required

12. CLOSED SESSION

12.1. Conference with Labor Negotiators
Agency designated representative: Mayor
Unrepresented employee: City Manager

12.2. Report Out from Closed Session

13. ADJOURNMENT
The public is invited to attend.

City Council meetings on FCTV on Comcast Channel 27 and AT&T Channel 99:

STREAMED LIVE every 1st and 3rd Monday of the month
City Council meetings ondemand:
https://www.fostercity.org/agendasandminutes

6 4.1

4.1 Proclamation

7 4.2

4.2 Proclamation

8 US 101/SR 92
Direct Connector
Update
May 2026

4.3 4.3 Presentation

9 2
AGENDA
• Project Overview
• Ongoing Public Participation
Activities & Feedback
• Current Property Analysis
• 101/92 + Hillsdale Ramps
Improvements
• Next Steps
Purpose:
• Receive comments on the Direct
Connector status
• Seek feedback on proposed outreach
strategy for the 101/92 + Hillsdale ramp
modifications

4.3 4.3 Presentation

10 3
Project Overview
101/92 interchange improvements in 1988 Measure
A, 2004 Measure A, and 2018 Regional Measure 3
Direct Connector Project Goals
• Improve travel time reliability
• Encourage carpooling and transit use
• Provide drivers an option to avoid stop-and-go traffic Owner + Environmental Lead Caltrans Project Sponsors SMCTA & C/CAG
Image not to scale. For illustrative purposes only.
3 2016 Preliminary Planning Study
Recommendations:
• Short-Term Area Improvements
• Direct Connector

4.3 4.3 Presentation

11 4
Current Schedule
4 • Circulate Draft Environmental Document in Spring 2027 • Select Preferred Alternative in Fall 2027
• Final Environmental Document in Summer 2028
Future Years
DETAILED DESIGN*
CONSTRUCTION*

4.3 4.3 Presentation

12 5
Ongoing Public Participation Activities
• Neighborhood Meet & Greets (May and July 2025)
• Quarterly Project e-Newsletter (500+ subscribers)
• Monthly Office Hours
• Social Media
• City Council Briefings
• Wheel Talk Podcast
• Business Stakeholder Presentations
• Upcoming:
• Transit Agencies & Shuttle Operators
Neighborhood Meet & Greet at Washington Park
Office Hours at Apple Fritter
5 4.3

4.3 Presentation

13 6
City & Community Feedback to Date

4.3 4.3 Presentation

14 7
No Build Alternative:

No changes to the
interchange
Build Alternative 1:

Westbound SR 92 to
101 Express Lanes
Build Alternative 2:

Reversible lane between 92
and 101 Express Lanes
Build Alternative 3:

Eastbound from the
101 Express Lanes to SR 92
• 0 properties • 0 houses
• 0 parks
• Portions of existing utility easement, the area
between property owner rear fences and the
freeway sound wall
• Portions of two residential yards along Norton
Street (cumulatively ~320 sf)
• 0 properties
Current Property Analysis
7 SUBJECT TO CHANGE PENDING:
• Caltrans Design Exception Approval
• Utility Easement Reconfiguration

4.3 4.3 Presentation

15 8
• Potential drainage
upgrades
• Aligns with Draft
Storm Drain Master
Plan
Potential Changes to the Utility Easement
(Alternatives 1 & 2 only)
Existing Utility Easement
Existing Residential Fenceline
Potential R/W Acquisition
Image not to scale
For illustrative purposes only

4.3 4.3 Presentation

16 9
101/92 & Hillsdale Ramps - Background
• Public concerns with northbound 101
merge/weave
• Preliminary design for Area Improvements
in 2021
• Scoping meeting for Direct Connector in
2024
• Committed to assessing design
solutions with the Direct Connector
Project
Weekday Afternoon on Northbound 101 – Vehicles Merging onto 101 and From 101 to 92
Direct Connector Project Limits

4.3 4.3 Presentation

17 10
Regional & Local Issues
• Above average crashes (170 crashes) over the past decade on northbound 101 segment
• Substantial cut-through traffic on Hillsdale Blvd
5% of freeway
traffic
15% of freeway
traffic
Evening cut-through traffic
Crashes on 101, 2014-2025

4.3 4.3 Presentation

18 11
Concept for Hillsdale Ramps
• Previous alternatives
had significant R/W
impacts, high costs,
not locally supported
eliminated
• New concept with no
R/W impacts
Increase aux lane
length by ~750 ft
Remove northbound
diagonal on-ramp
Add dedicated
right-turn lane
Add dedicated
left-turn lane
Reconfigure
loop on-ramp
Northbound 101

4.3 4.3 Presentation

19 12
Hillsdale Ramps - Preliminary Evaluation
• Lengthening the merge/weave area
to reduce crashes on 101
• Substantial reduction in freeway
congestion
• 45% increase in speeds
• Shorter peaks
• Shorter queues
• Eliminating free right turn on
Hillsdale makes it safer for people
walking and biking
After
2:00 PM 7:30 PM
25 40 55 7010
Traffic Speed (mph)
Before
Ralston Ave
Hillsdale Blvd
2:00 PM 7:30 PM
SR-92
2030 Freeway Speeds: Northbound 101

4.3 4.3 Presentation

20 13
Hillsdale Ramps – Ongoing Evaluation
• More analysis needed as part of the 101/92
Direct Connector
• Opportunity for project phasing
• Consider more comprehensive Hillsdale
corridor study
Hillsdale Blvd
Local Intersections to be Analyzed

4.3 4.3 Presentation

21 14
101/92 - Hillsdale Ramp Outreach Strategy

APPROACH
Webpage, Multilingual Fact Sheet, and
FAQs
Digital Newsletter and Social Media
In-Person, Pop-ups/Meet & Greets,
Neighborhood Association presentations
Recurring Office Hours
Leverage City channels

TARGET AUDIENCES
General Public
Project Neighbors
Vulnerable Road Users
Commuters & Large Employers

SCHEDULE
Late 2026 – Scoping
Early 2027 – Technical
Analysis Results
Late 2027 – Select
Preferred Alternative

4.3 4.3 Presentation

22 15
Next Steps
• Continue environmental studies and engineering reports • Continue “office hours” and digital newsletter
• Conduct community engagement in late 2026 for Hillsdale ramps improvements
• Provide City Council updates and feedback in early 2027

101 Corridor Connect City Council item on June 1

4.3 4.3 Presentation

23 16
Questions
For the Hillsdale ramp concept
Are there specific stakeholders we should engage?
Are there other engagement techniques that would be
particularly effective for your community?

4.3 4.3 Presentation

24 CITY OF FOSTER CITY
SPECIAL MEETING OF MAY 4, 2026

MINUTES

CALL TO ORDER OF CITY COUNCIL
The Special Meeting of May 4, 2026 of the City Council of the City of Foster City was called to order at 5:00 p.m. in the Emergency Operations Center (EOC), 1040 E. Hillsdale Blvd., Foster City, San Mateo County, California, by Mayor Art Kiesel.

ROLL CALL
The Communications Director/City Clerk called the roll:

PRESENT: Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel.

ABSENT: None.

STAFF PRESENT: Stefan Chatwin, City Manager; Denise Bazzano, Assistant City Attorney; Marlene Subhashini, Assistant City Manager; Andrew Brozyna, Public Works Director; Laura Galli, Engineering Manager; Francine, Senior Civil Engineer; Claire McWilliams, Assistant Engineer; Aaron Siu, Senior System Analyst; Ryan Michelsen, Video Technician; and Priscilla Schaus, Communications Director/City Clerk/District Secretary.

STUDY SESSION
Mayor Kiesel recessed the meeting into Study Session.

FOSTER CITY BICYCLE AND PEDESTRIAN MASTER PLAN INCLUDING FIVE (5) PROJECTS RECOMMENDED FOR FURTHER PROJECT DEVELOPMENT. MINUTE ORDER NO. 2073.

Assistant Engineer McWilliams, and Angelica Rocha, representing Fehr & Peers, presented the report.

Yiming Luo addressed the City Council via email.

Discussion ensued.

By Consensus of the City Council, it was directed to adopt Minute Order No. 2073, receiving and accepting the report and providing the following policy direction:

6.1 6.1 Minutes

25 1. Confirming these Five (5) Projects for Further Project Development and preparation of planning level cost estimates:

Corridor Begin End Type of
Facility
Existing
Facility
Project
Type
Total
Score
Beach
Park Blvd
Foster City
Blvd
Gull Ave Class IV Class III Upgrade 8
Edgewater
Blvd
City Limits E Hillsdale
Blvd
Class IV Class II Upgrade 7
Edgewater
Blvd
Hillsdale
Blvd
Boothbay
Ave
Class IV Class II Upgrade 6
Gull Ave Beach
Park Blvd
E Hillsdale
Blvd
Class III (Bike
Blvd)
Class III Upgrade 5
Marlin Ave Catamaran
St
Beach
Park Blvd
Class III (Bike
Blvd)
Class III Upgrade 5

2. Amend the Beach Park Blvd. corridor project limits (BPMP-06.c) to begin at Shell Blvd. and end at Gull Ave;

3. Continue to coordinate with the City of San Mateo to explore extending bike lanes from Foster City to connect to those in San Mateo; and

4.Add the Foster City Blvd. corridor project as a potential sixth project to the list of projects for further development.

Meeting recessed into study session at 5:03 and reconvened at 6:10 p.m.

ADJOURNMENT
Hearing no objection from the City Council/EMID Board, Vice Mayor/Vice President Kiesel adjourned the meeting. Meeting adjourned at 6:10 p.m.

6.1 6.1 Minutes

26 CITY OF FOSTER CITY/

ESTERO MUNICIPAL IMPROVEMENT DISTRICT
REGULAR MEETING OF MAY 4, 2026

MINUTES

CALL TO ORDER OF CITY COUNCIL/EMID BOARD OF DIRECTORS
The Regular Meeting of May 4, 2026 of the City Council of the City of Foster City, sitting as said Council and as ex officio the Board of Directors of the Estero Municipal Improvement District (EMID), was called to order at 6:30 p.m. in the Council Chambers, 620 Foster City Boulevard, Foster City, San Mateo County, California, by Mayor/President Art Kiesel.

This meeting was held as a hybrid meeting.

ROLL CALL
The Communications Director/City Clerk/District Secretary called the roll:

PRESENT: Councilmembers/ex officio EMID Directors Stacy Jimenez, Suzy Niederhofer, Patrick Sullivan, Phoebe Venkat, and Mayor/President Art Kiesel.

ABSENT: None.

STAFF PRESENT: Stefan Chatwin, City/District Manager; Denise Bazzano, Assistant City Attorney/District Legal Counsel; Marlene Subhashini, Assistant City/District Manager; Diane Pitman, Administrative Services Director; Andrew Brozyna, Public Works Director; Derek Schweigart, Parks and Recreation Director; Sofia Mangalam, Community Development Director; Nate Cruz, Finance Director; Cory Call, Police Chief; Mark Lee, Police Captain; Rob Lasky, IT Manager; Tiffany Oren, Recreation Manager; Nori Jabba, Housing and Sustainability Manager; Vuong Phan, Police Seargent; Devon Butler, Police Corporal; Eric Cromosini, Police Officer; Lyly Mai, Police Officer; Jaspreet Mann, Police Officer; Shuli Chen, Video Technician; and Priscilla Schaus, Communications Director/City Clerk/District Secretary.

SPECIAL PRESENTATIONS
PROCLAMATION RECOGNIZING MAY 2026 AS “ASIAN AMERICAN, NATIVE HAWAIIAN, AND PACIFIC ISLANDER HERITAGE MONTH.”

6.2 6.2 Minutes

27 Councilmember Jimenez presented the proclamation recognizing May 2026 as “Asian American, Native Hawaiian, and Pacific Islander Heritage Month” to former Councilmember Steve Okamoto, and Michele Droz, representing the San Mateo County API Caucus and San Mateo County API Foundation.

PROCLAMATION RECOGNIZING MAY 2026 AS “JEWISH AMERICAN HERITAGE MONTH.”
Mayor Kiesel presented the proclamation recognizing May 2026 as “Jewish American Heritage Month” to Peninsula Jewish Community Center CEO Jordan Shenker.

PROCLAMATION DECLARING MAY 4, 2026 – MAY 8, 2026 AS “PUBLIC SERVICE RECOGNITION WEEK.”
Councilmember Sullivan presented the proclamation declaring May 4, 2026 to May 8, 2026 as “Public Recognition Week” and recognized community volunteers Kevin and Janey Kaster who help with planting succulents along the bay trail and have donated succulents to projects such as Bridgeview Park.

PROCLAMATION DECLARING THE WEEK OF MAY 10-16, 2026 AS “NATIONAL POLICE WEEK” AND MAY 15, 2026 AS “PEACE OFFICERS’ MEMORIAL REMEMBERANCE DAY” AND
Vice Mayor Niederhofer presented the proclamation declaring the week of May 10-16, 2026 as “National Police Week” and May 15, 2026 as “Peace Officers’ Memorial Day” to Police Sergeant Phan, Police Corporal Butler, Police Officer Cromosini, Police Officer Mai, and Police Officer Mann.

PUBLIC
The following people addressed the City Council via email:

1. Shawn Mooney, regarding Mariners Point;

2. Michael Mendez, regarding Crown Castle;

3. Rashi Gupta, regarding a request for a crosswalk;

4. Mike Swire, regarding a traffic accident;

5. Meher Birari, regarding Local, a local web platform; and

6. Evan Adams, regarding the Community Center fee schedule.

Meher Birari also addressed the City Council in person regarding the local web platform, Local.

CONSENT CALENDAR
Motion by Vice Mayor/Vice President Niederhofer, seconded by Councilmember/Director Venkat, and carried unanimously, 5-0-0, approving the following items on the City/District Consent Calendar:

6.2 6.2 Minutes

28 City/EMID Consent Calendar

1. City/EMID Special Meeting Minutes of April 20, 2026;

2. City/EMID Regular Meeting Minutes of April 20, 2026;

3. City Resolution No. 2026-038, “A Resolution of the City Council of the City of Foster City Renewing Ordinance No. 647 Regarding Police Department Acquisition and Use of Military Equipment Pursuant to Assembly Bill 481 and Government Code Section 7070 ET Seq. and Approving the Military Equipment Use Policy;”

4. City Resolution No. 2026-039, “A Resolution of the City Council of the City of Foster City Authorizing the Mayor to Execute an Agreement With HEART of San Mateo County (“HEART”) to Administer the Affordable ADU Loan Program in an Amount Not to Exceed $1,160,510 for the Implementation of Housing Element Program H-D-4-B ADU/JADU Financial Incentive Program; Approve an Appropriation of $1,160,510 From the Commercial Linkage Fee Fund (Fund 137) to 137-0847-419-42-51, and Find the Agreement and Program Exempt From Review Under the California Environmental Quality Act (CEQA) Because (I) the Affordable ADU Loan Program Was Analyzed as Part of the Environment Impact Report (EIR) for the 6th Cycle Housing Element (2023-2031) and Safety Element Update (SCH 2022010509); (II) Certain ADU Approvals Are Categorically Exempt Pursuant to Public Resources Code § 21080(B)(1) and CEQA Guidelines § 15268; And (III) Certain ADUs That Are Not Approved Ministerially Are Exempt From CEQA Pursuant to CEQA Guidelines Section 15301(Class 1-Existing Facilities);”

5. City Resolution No. 2026-040, “A Resolution of the City Council of the City of Foster City Authorizing the Mayor to Execute an Amendment to the Joint Use Agreement with the San Mateo-Foster City School District to Extend the Term Through June 30, 2026”; and

6. EMID Resolution No. 3845, “A Resolution of the Board of Directors of the Estero Municipal Improvement District Authorizing the President to Execute an Amendment to the Joint Use Agreement With the San Mateo-Foster City School District to Extend the Term Through June 30, 2026.”

ITEM REMOVED FROM CONSENT CALENDAR
SCHOOL CROSSING GUARD AGREEMENT WITH THE SAN MATEO–FOSTER CITY SCHOOL DISTRICT FOR THE 2026-2027 SCHOOL YEAR IN THE AMOUNT OF $21,600. CITY RESOLUTION NO. 2026-041.

Without objection from the City Council, Mayor Kiesel removed this item from the Consent Calendar at the request of Councilmember Venkat.

Discussion ensued.

6.2 6.2 Minutes

29 Motion by Vice Mayor Niederhofer, seconded by Councilmember Sullivan, and unanimously, 5-0-0, adopting City Resolution No. 2026-041, “A Resolution of the City Council of the City of Foster City Authorizing the Mayor to Execute a School Crossing Guard Agreement With the San Mateo–Foster City School District for the 2026-2027 School Year in the Amount of $21,600.”

REPORTS
UPDATE ON THE UTILITY BOX ART PILOT PROGRAM. MINUTE ORDER NO. 2074.

Recreation Manager Oren and Parks and Recreation Director Schweigart presented the staff report.

Discussion ensued.

Motion by Councilmember Sullivan, seconded by Councilmember Venkat, and carried unanimously, 5-0-0, adopting Minute Order No. 2074, receiving and accepting the report and directing staff to continue and expand the program into Fiscal Years 2026-2027 and 2027-2028 using the Community Benefit Fund, and update the process to display signage during the painting or vinyl installation process that it is a City-sponsored project.

RESOLUTIONS FOR ADOPTION

POLICY FOR DISRUPTION OF REMOTE ACCESS DURING PUBLIC OPEN MEETINGS OF CITY COUNCIL CONSISTENT WITH SB 707. CITY RESOLUTION NO. 2026-042.

Communications Director/City Clerk Schaus presented the staff report.

Discussion ensued.

Motion by Vice Mayor Niederhofer, seconded by Councilmember Sullivan, and carried unanimously, 5-0-0, adopting City Resolution No. 2026-042, “A Resolution of the City Council of the City of Foster City Adopting Policy for Disruption of Remote Access During Public Open Meetings of City Council Consistent with SB 707.”

PROJECT LABOR AGREEMENT (PLA) BETWEEN THE CITY OF FOSTER

CITY/ESTERO MUNICIPAL IMPROVEMENT DISTRICT AND THE SAN MATEO COUNTY BUILDING AND CONSTRUCTION TRADES COUNCIL FOR THREE (3) CITY/DISTRICT PUBLIC WORKS PROJECTS. CITY RESOLUTION NO. 2026-043.

EMID RESOLUTION NO. 3846.

Public Works Director Brozyna presented the staff report.

The following people addressed the City Council/EMID Board of Directors in person:

1. Nathaniel Harris, representing SMART Local 104;

6.2 6.2 Minutes

30 2. Trevor Long, representing Glaziers Local 718;

3. Bart Pantoja, representing San Mateo County Building and Construction Trades Council;

4. Scott Beale, representing San Mateo County Building and Construction Trades Council;

5. Eric Tassio, representing Plumbers Union UA Local 467;

6. Tom Trayer, representing Sheet Metal Workers’ Local 104;

7. Ethan Lestrer, representing Operating Engineers Local 3;

8. Adrian Avila;

9. Anthony Viscuso, representing Heat and Frost Insulators Local 16; and

10.Julie Lind, representing the San Mateo Labor Council.

Discussion ensued.

Motion by Councilmember/Director Jimeenz, seconded by Councilmember/Director Venkat, and carried unanimously, 5-0-0, adopting City Resolution No. 2026-043, “A Resolution of the City Council of the City of Foster City Approving and Authorizing the Mayor to Execute a Project Labor Agreement With the San Mateo County Building and Construction Trades Council” and EMID Resolution No. 3846, “A Resolution of the Board of Directors of the Estero Municipal Improvement District Approving and Authorizing the President to Execute a Project Labor Agreement With the San Mateo County Building and Construction Trades Council.”

REINSTATING THE DEPUTY CITY MANAGER POSITION RESPONSIBLE FOR

ECONOMIC DEVELOPMENT AND OVERSIGHT OF COMMUNITY DEVELOPMENT DEPARTMENT. CITY RESOLUTION NO. 2026-044. EMID RESOLUTION NO. 3847.

Administrative Services Director Pitman presented the staff report.

Discussion ensued.

Motion by Vice Mayor/Vice President Niederhofer, seconded by Councilmember/Director Sullivan, and carried unanimously, 5-0-0, adopting City Resolution No. 2026-044, “A Resolution of the City Council of the City of Foster City Reinstating the Deputy City Manager Position Responsible for Economic Development and Oversight of the Community Development Department, Authorizing a Salary Change to the Current Deputy City Manager Position, Authorizing City Manager to Hire a Deputy City Manager During the Current Fiscal Year 2025-2026 and Adopting the Amended Pay Plan for Fiscal Year 2025-2026” and EMID Resolution No. 3847, “A Resolution of the Board of Directors of the Estero Municipal Improvement District Reinstating the Deputy City Manager Position Responsible for Economic Development and Oversight of the Community Development Department, Authorizing a Salary Change to the Current Deputy City Manager Position, Authorizing District Manager to Hire a Deputy City Manager During the Current Fiscal Year 2025-2026 and Adopting the Amended Pay Plan for Fiscal Year 2025-2026.”

6.2 6.2 Minutes

31 COMMUNICATIONS
CITY/DISTRICT WARRANT OF DEMANDS. NO ACTION TAKEN.

City/District Warrants of Demands were Processed and Issued on March 17, 2026, and March 31, 2026.

CITY/DISTRICT MANAGER REPORTS, COUNCIL/BOARD STATEMENTS AND

REQUESTS, AND COUNCIL LIAISON REPORTS
Councilmember/Director Jimenez stated she was in Sacramento on April 28 at the Assembly Budget Subcommittee #5 hearing to advocate for the County’s request for Vehicle License Fee (VLF) funding.

Vice Mayor/Vice President Niederhofer stated she attended the Planning Commission meeting on April 23. She thanked Councilmember/Director Sullivan for attending the San Mateo Operational Area Emergency Services Council meeting on April 30 as her alternate. She announced she was asked to be the Chair of the SFO Roundtable Legislative Subcommittee. She shared there will be a SamTrans Board meeting on May 6 to draft a local investment plan for the SB63 ballot measure and encouraged the public to attend the meeting and provide public comment.

Councilmember/Director Venkat stated she visited the Earth Day booth organized by the Citizens Sustainability Advisory Committee and Sierra Club at the April 22 Off the Grid event. On May 2 she attended the Foster City Chamber of Commerce 5k Fun Run.

Councilmember/Director Sullivan stated he attended the City/County Association of Governments of San Mateo County (C/CAG) Bicycle and Pedestrian Advisory Committee meeting on March 26 and the Airport Land Use Committee meeting on April 23. He attended the Council of Cities meeting hosted by the City of Belmont on April 24.

Mayor/President Kiesel stated he attended the Rethink Waste Board meeting on April 23 and attended the “Bingo at The Vibe: Teens & Seniors Edition” event hosted by the Youth Advisory Committee on April 24. On April 28, he attended the MGT-312 TEEX Senior Officials Workshop for All-Hazards Preparedness hosted by the San Mateo Consolidated Fire Department Office of Emergency Services. On May 3, he attended the San Mateo- Foster City Education Foundation’s Game Day Event with the Harlem Globetrotters at Aragon High School.

CLOSED SESSION
Mayor Kiesel recessed the meeting into Closed Session for:

6.2 6.2 Minutes

32 1. Threat to Public Services or Facilities
Consultation with: (Cory Call, Chief of Police, Caitlin Smith and Pasha Sternberg, Polsinelli PC);

2. Conference with Labor Negotiators (Government Code Section 54957.6) Agency Designated Representatives: Diane Pitman, Cory Call and Austris Rungis
Employee Organization: FCPOA; and

3. Report Out of Closed Session.

Meeting recessed into Closed Session at 8:18 and reconvened at 9:08 p.m.

Assistant City Attorney/District Legal Counsel Bazzano reported that no action was taken in Closed Session.

ADJOURNMENT
Hearing no objection from the City Council/EMID Board, Mayor/President Kiesel adjourned the meeting. Meeting adjourned at 9:08 p.m.

6.2 6.2 Minutes

33 DATE: May 18, 2026

TO: Mayor and Members of the City Council
VIA: Stefan Chatwin, City Manager

FROM: Nate Cruz, Financial Services Director
Rob Lasky, IT Manager
Kitty Dandan, Financial Services Manager
DEPARTMENT: Financial Services
SUBJECT: AGREEMENT FOR OPENGOV SOFTWARE RENEWAL
SUBSCRIPTION JUNE 2026 TO SEPTEMBER 2029 IN AN
AMOUNT NOT TO EXCEED $154,523

RECOMMENDATION
It is recommended that the City Council adopt the attached resolution approving an agreement with OpenGov Inc. for a three-year and four-month renewal of the City’s subscription for the cloud-based budgeting software in an amount not to exceed $154,522.05 for the period of June 1, 2026, through September 30, 2029.

EXECUTIVE SUMMARY
In May 2019, the City Council signed an agreement to subscribe to the cloud-based OpenGov Budgeting Software, and this subscription is up for renewal. City staff is proposing to renew the software subscription over this three-year and four-month agreement. The additional four (4) months set the renewal date in September (instead of June) to avoid the next renewal analysis occurring during peak budget season.

BACKGROUND/ANALYSIS
The City has used OpenGov software to support financial reporting, budgeting, and related processes since 2019. The current subscription is set to expire on May 31, 2026.

6.3 6.3 Staff Report

34 OpenGov is an essential tool used by the City for budget development and financial reporting. Renewing the subscription will ensure continued access to the platform, maintain established budgeting workflows, and support ongoing fiscal transparency.

Finance staff has been satisfied with the product, and no alternative options are proposed at this time, as OpenGov is a proprietary platform and serves as the City’s existing budgeting and financial reporting system.

California Environmental Quality Act
Not Applicable

FISCAL IMPACT
The total cost of the agreement is $154,523, as shown below. The cost of this software is paid from the Information Technology Internal Service Fund (Account 504-0160-419- 4246), and funding will be requested through the City’s biennial budget process.

Dates Amount
6/1/2026 to 9/30/2026

13,305
10/1/2026 to 9/30/2027

45,915
10/1/2027 to 9/30/2028

47,063
10/1/2028 to 9/30/2029

48,240
TOTAL $154,523

CITY COUNCIL VISION, MISSION, AND VALUE/PRIORITY AREA
Innovation and Sustainability
ATTACHMENTS:

Attachment 1 – Resolution
Attachment 2 – Order Form
Attachment 3 – Master Service Agreement

6.3 6.3 Staff Report

35 4
6 3
8 RESOLUTION NO.____________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOSTER CITY AUTHORIZING THE MAYOR TO EXECUTE AN AGREEMENT WITH OPENGOV INC.

FOR A 3-YEAR AND 4-MONTH SUBSCRIPTION TO THE OPENGOV BUDGETING SOFTWARE IN AN AMOUNT NOT TO EXCEED $154,523

CITY OF FOSTER CITY
WHEREAS, the City requires software to support budget development, financial reporting, and fiscal analysis; and
WHEREAS, the City currently utilizes the OpenGov software platform for budgeting and financial reporting purposes; and
WHEREAS, OpenGov is a proprietary software platform, and continued use of the system is necessary to maintain continuity of financial data and established budgeting processes; and
WHEREAS, the agreement provides a multi-year subscription and support services for the OpenGov software platform; and
WHEREAS, sufficient funds are available in the Information Technology budget (account 504-0160-419-4246) to cover the cost for FY 2025/26, and funding for subsequent fiscal years will be requested through the annual budget development process.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Foster City does hereby authorize the Mayor to execute an agreement with OpenGov, Inc. dated June 1, 2026 for a multi-year subscription, for the period of June 1, 2026 through September 30, 2029, to the OpenGov software platform, in an amount not to exceed $154,523.

PASSED AND ADOPTED as a resolution of the City Council of the City of Foster City at the regular meeting held on the May 18, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ART KIESEL, MAYOR
ATTEST:

PRISCILLA SCHAUS, CITY CLERK

6.3 Attachment 1 - Resolution

36 OpenGov Inc. 660 3rd Street, Suite 100 San Francisco, CA 94107 United States Order Form Number: Q-13208 Prepared By: Beverly Dea Created On: 01/12/2026 Email: [email protected] Order Form Expiration: 05/31/2026 Contract Term: 40 Months Subscription Start Date: 06/01/2026 Subscription End Date: 09/30/2029 Customer Information: Customer: City of Foster City, CA Contact Name: Rob Lasky Bill To/Ship To: 610 Foster City Blvd Email: [email protected] Foster City, California Phone: 6502863216 94404-2222 United States Order Details: Billing Frequency: Prepaid Payment Terms: Net 30 Days SOFTWARE SERVICES: Product Name Start Date End Date Annual Fee ONE TIME CREDIT 06/01/2026 09/30/2026 -$2,000 Budgeting & Performance 06/01/2026 09/30/2026 $15,304.97 Budgeting & Performance 10/01/2026 09/30/2027 $45,914.92 Budgeting & Performance 10/01/2027 09/30/2028 $47,062.79 Budgeting & Performance 10/01/2028 09/30/2029 $48,239.37 Customer Billing/Service Periods: Period: Total: 06/01/2026 $13,304.97 (Annual Software Fee + One Time Credit) 10/01/2026 $45,914.92

6.3 Attachment 2 - Order Form

37 10/01/2027 $47,062.79 10/01/2028 $48,239.37 Order Form Legal Terms: This Order Form incorporates the OpenGov Master Services Agreement ("MSA") attached here or available at https://opengov.com/terms-of-service/master-services-agreement/. The "Agreement" between OpenGov and the entity identified above ("Customer") consists of the Order Form, MSA, and, if Professional Services are purchased, the Statement of Work. Unless otherwise specified above, fees for the Software Services and Professional Services shall be due and payable, in advance, 30 days from receipt of the invoice. By signing this Agreement, Customer acknowledges that it has reviewed, and agrees to be legally bound by the Agreement. Each party’s acceptance of this Agreement is conditional upon the other’s acceptance of the Agreement to the exclusion of all other terms City of Foster City, CA: OpenGov, Inc. Signature: ____________________________ Signature: ____________________________ Name: ____________________________ Name: ____________________________ Title: ____________________________ Title: ____________________________ Date: ____________________________ Date: ____________________________

6.3 Attachment 2 - Order Form

38 OpenGov Master Services Agreement
The parties to this Master Services Agreement (this “Agreement”) are OpenGov, Inc., a Delaware corporation

(“OpenGov”),

and

the

customer

named

the

signature

block

below

(“Customer”).

This

Agreement,

which

becomes

effective

when

fully

executed

(the

“Effective

Date”),

sets

forth

the

terms

and

conditions

under

which

OpenGov

will

provide

its

products

and

services

Customer.

1. Deﬁnitions

1.1. “Customer Data” means the data that is provided by Customer to OpenGov pursuant to this

Agreement

(for

example,

through

Customer’s

software

systems

record),

including

any

data

transmitted

through

the

Software

Services.

1.2. “Documentation” means any written, electronic, or online materials produced by OpenGov,

and

made

available

Customer

connection

with

the

Software

Services,

including

user

guides,

training

materials,

FAQs,

and

technical

support

content,

but

excluding

Product

Documentation.

1.3. “Intellectual Property Rights” means all past, present, and future intellectual property rights

including

those

associated

with

works

authorship,

copyrights,

moral

rights,

trademarks,

trade

names,

trade

secrets,

patent

rights,

and

any

other

proprietary

rights

intellectual

property

every

kind

and

nature.

1.4. “Order Form” means the document(s) separately executed by the parties or attached as an

exhibit,

that

speciﬁes

the

Software

Services

and

the

Professional

Services

that

OpenGov

will

provide

Customer.

All

such

Order

Form(s)

are

incorporated

into

this

Agreement

reference.

1.5. “Product Documentation” means the technical speciﬁcations that describe the features, functionality,

conﬁguration,

and

intended

operation

the

Software

Services

located

https://opengov.my.site.com/support/s/agreement-product-documentation,

which

incorporated

into

this

Agreement

reference.

1.6. "Professional Services" means the implementation, conﬁguration, training, consulting, or other

professional

services

provided

OpenGov

its

authorized

partners,

and

identiﬁed

the

applicable

Statement

Work.

1.7. "Software Services" means the commercial-off-the-shelf software products and services

provided

OpenGov

and

identiﬁed

the

applicable

Order

Form.

1.8. “Statement of Work” or “SOW” means the document(s) separately executed by the parties or

attached

exhibit

this

Agreement

any

applicable

Order

Form,

that

speciﬁes

the

Professional

Services

that

OpenGov

will

provide

Customer.

All

such

SOW(s)

are

incorporated

into

this

Agreement

reference.

2. Software Services and Professional Services

2.1. Software

Services.

1 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

39 2.1.1.

Subject to the terms and conditions of this Agreement, OpenGov will use commercially

reasonable

efforts

provide

the

Software

Services.

2.1.2. Support and Service Levels. Customer support is available by email to [email protected]

using

the

chat

messaging

functionality

the

Software

Services.

Customer

may

report

issues

any

time;

however,

OpenGov

will

address

issues

during

business

hours.

OpenGov

will

provide

the

applicable

level

support

accordance

with

the

Support

and

Software

Service

Levels

located

https://opengov.com/service-sla,

which

incorporated

into

this

Agreement

reference.

2.2. Professional

Services.

2.2.1. Subject to the terms and conditions of this Agreement, OpenGov will use commercially

reasonable

efforts

provide

the

Professional

Services,

applicable.

Unless

otherwise

speciﬁed

the

SOW,

any

pre-paid

Professional

Services

must

utilized

within

one

year

from

the

Effective

Date.

2.2.2. Travel Expenses for Professional Services. Travel expenses, if any, will be set forth in the

applicable

Order

Form

SOW.

Any

additional

travel

expenses

shall

subject

Customer’s

prior

written

approval

and

will

reimbursable

Customer.

3. Restrictions and Responsibilities

3.1. Restrictions. Customer may not use the Software Services in any manner or for any purpose

other

than

expressly

permitted

the

Agreement.

addition,

Customer

shall

not,

and

shall

not

knowingly

negligently,

permit

enable

any

third

party

to:

(a)

use

access

any

the

Software

Services

build

competitive

product

service;

(b)

modify,

disassemble,

decompile,

reverse

engineer

otherwise

make

any

derivative

use

the

Software

Services

(except

the

extent

applicable

laws

speciﬁcally

prohibit

such

restriction);

(c)

sell,

license,

rent,

lease,

assign,

distribute,

display,

host,

disclose,

outsource,

copy

otherwise

commercially

exploit

the

Software

Services;

(d)

perform

disclose

any

benchmarking

performance

testing

the

Software

Services,

including

but

not

limited

load

testing

stress

testing;

(e)

remove

any

proprietary

notices

included

with

the

Software

Services;

(f)

use

the

Software

Services

violation

applicable

law;

(g)

transfer

any

personal,

sensitive,

personally

identiﬁable

information

OpenGov

manner

that

violates

Customer's

obligations

under

the

Data

Processing

Addendum.

3.2. Responsibilities. Customer shall be responsible for obtaining and maintaining computers,

third-party

software

systems

record,

and

application

programming

interfaces

needed

connect

to,

access,

otherwise

use

the

Software

Services.

Customer

shall

also

responsible

for:

(a)

ensuring

that

such

equipment

compatible

with

the

Software

Services,

(b)

maintaining

the

security

such

equipment,

user

accounts,

passwords

and

ﬁles,

accordance

with

industry

standards,

and

(c)

all

uses

Customer

user

accounts

any

party

other

than

OpenGov.

OpenGov

not

responsible

for

the

operation,

support,

security

any

third-party

software,

systems,

services

2 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

40 not

provided

OpenGov.

3.3. Data Processing Addendum. To the extent OpenGov processes any Customer Data that contains

personal

information,

personally

identiﬁable

information,

sensitive

personal

information

behalf

Customer

the

course

providing

the

Software

Services

and

Professional

Services

under

this

Agreement,

the

parties

agree

comply

with

the

terms

the

Data

Processing

Addendum,

located

https://opengov.com/data-processing-addendum,

which

incorporated

into

this

Agreement

reference.

4. Intellectual Property Rights; License Grants; Access to Customer Data

4.1. OpenGov’s Intellectual Property Rights. OpenGov exclusively owns and retains all right, title,

and

interest

the

Software

Services,

Professional

Services,

Documentation,

and

Product

Documentation,

including

all

Intellectual

Property

Rights

therein.

This

includes,

without

limitation,

all

underlying

technology,

software,

user

interfaces,

visual

design

elements

(such

the

“look

and

feel”),

custom

fonts,

graphics,

workﬂows,

button

icons,

and

any

derivative

works

(e.g.,

enhancements,

modiﬁcations,

corrections),

including

but

not

limited

those

that

are

created

connection

with

through

the

use

the

Software

Services,

Professional

Services,

Documentation,

Product

Documentation.

Customer

may

not

reproduce,

modify,

distribute,

create

derivative

works

based

any

part

the

Software

Services,

whole

part,

without

OpenGov’s

prior

written

consent.

4.2. License Grant to Customer. OpenGov grants Customer a non-exclusive, non-transferable,

non-sublicensable,

royalty-free

license

use

the

Software

Services,

Documentation,

and

Product

Documentation

during

the

Term

for

its

internal

use

and

the

purpose

described

this

Agreement.

additional

rights

licenses

shall

deemed

granted.

4.3. Customer’s Intellectual Property Rights. Customer retains all right, title, and interest, including

all

Intellectual

Property

Rights,

and

Customer

Data.

Customer

grants

OpenGov

and

its

authorized

partners

(such

cloud

hosting

providers)

non-exclusive,

royalty-free

license

access,

use,

store,

edit,

reformat

and

otherwise

process

Customer

Data

for

the

purpose

providing,

maintaining,

developing,

and

improving

OpenGov’s

products

and

services.

4.4. Aggregated and Anonymized Data. Customer agrees that OpenGov and its authorized partners

may

use

aggregated

and

anonymized

data

derived

from

Customer

Data

provide,

maintain,

develop,

and

improve

OpenGov’s

products

and

services,

provide

general

customer

service

support

and

improvements,

and

perform

data

and

usage

analytics.

Any

insights,

developments,

improvements

arising

from

such

aggregated,

anonymized

data

shall

owned

OpenGov.

4.5. Access to Customer Data. Customer may download Customer Data from the Software Services

any

time

during

the

Term,

excluding

during

routine

software

maintenance

periods.

For

period

30 days

after

expiration

the

Term,

Customer

may

request

that

3 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

41 OpenGov complete a one-time transfer of Customer Data in a format customarily used in the

industry

OpenGov’s

then-current

hourly

rate.

4.6. Deletion of Customer Data. Unless otherwise requested pursuant to this Section 4.6, upon

the

termination

this

Agreement,

Customer

Data

shall

deleted

pursuant

OpenGov’s

standard

data

deletion

and

retention

practices,

which

delete

Customer

Data

45 days

after

termination

expiration

the

Agreement.

Upon

written

request,

Customer

may

request

deletion

Customer

Data

prior

the

date

termination

this

Agreement,

accordance

with

the

notice

requirements

set

forth

Section

10.2. 4.7.

Feedback. “Feedback” means any suggestions, comments, ideas, recommendations, usage,

other

input

provided

Customer

OpenGov

regarding

the

services.

Customer

grants

OpenGov

non-exclusive,

royalty-free,

irrevocable,

perpetual,

worldwide

license

use

such

Feedback

the

Software

Services,

Professional

Services,

Documentation

and

Product

Documentation.

OpenGov

will

exclusively

own

all

right,

title,

and

interest,

including

all

Intellectual

Property

Rights,

and

any

improvements,

modiﬁcations,

derivative

works

the

Software

Services,

Professional

Services,

Documentation

Product

Documentation

that

are

based

derived

from

such

Feedback.

5. Conﬁdentiality

5.1. “Conﬁdential Information" means all conﬁdential business, technical, and ﬁnancial information

the

disclosing

party

that

marked

“Conﬁdential”

equivalent

designation

that

should

reasonably

understood

conﬁdential

given

the

nature

the

information

and/or

the

circumstances

surrounding

the

disclosure.

OpenGov’s

Conﬁdential

Information

includes,

without

limitation,

the

software

underlying

the

Software

Services,

Documentation,

and

Product

Documentation.

5.2. Conﬁdential Information does not include information that: (a) was publicly known or becomes

publicly

known

through

breach

this

Agreement

the

receiving

party;

(b)

required

disclosed

upon

request

under

any

applicable

federal,

state,

local

public

records

laws;

(c)

Customer

expressly

directs

OpenGov

make

publicly

available;

(d)

was

lawfully

known

the

receiving

party

without

restriction

disclosure

before

receipt

from

the

disclosing

party;

(e)

disclosed

the

receiving

party

third

party

who

has

the

right

make

such

disclosure

without

restriction;

(f)

independently

developed

the

receiving

party

without

access

the

disclosing

party’s

Conﬁdential

Information.

5.3. Each party agrees to use the other's Conﬁdential Information only in connection with this

Agreement.

Each

party

further

agrees

protect

the

other

party's

Conﬁdential

Information

using

the

measures

that

employs

with

respect

its

own

Conﬁdential

Information

similar

nature,

but

event

with

less

than

reasonable

care.

party

required

disclose

Conﬁdential

Information

law,

subpoena,

court

order,

must,

the

extent

legally

permitted,

promptly

notify

the

other

party

writing

prior

the

disclosure

give

the

other

party

opportunity

oppose

limit

the

disclosure.

4 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

42 6. Term and Termination

6.1. Agreement Term. This Agreement begins on the Effective Date and will remain in effect until

the

termination

expiration

all

active

Order

Forms

entered

into

under

this

Agreement

(“Term”),

unless

earlier

terminated

pursuant

this

Section

6. 6.2.

Renewal. Each Order Form shall automatically renew for additional terms equal in duration

its

initial

term

(each,

“Renewal

Term”),

unless

either

party

provides

written

notice

non-renewal

least

30 days

prior

the

expiration

the

then-current

term.

6.3. Termination for Cause. If either party materially breaches this Agreement and fails to cure

such

breach

within

30 days

after

receiving

written

notice

the

non-breaching

party,

the

non-breaching

party

may

terminate

this

Agreement.

6.4. Termination for Non-Appropriation. If required by applicable law, Customer may terminate

this

Agreement

does

not

appropriate

funds

for

future

ﬁscal

year.

order

terminate

for

non-appropriation,

Customer

must

provide

least

30 days’

prior

written

notice,

provided

after

the

ﬁrst

full

year

the

Agreement.

Obligations

pay

fees

are

non-cancelable,

and

payments

are

non-refundable.

This

section

may

not

used

substitute

for

termination

for

convenience.

6.5. Effect of Termination. Upon termination of this Agreement pursuant to Section 6: (a) Customer

shall

pay

full

for

all

the

Software

Services

and

Professional

Services

for

the

then-current

annual

term;

(b)

OpenGov

shall

stop

providing

the

Software

Services

and

the

Professional

Services

Customer;

and

(c)

with

the

exception

Customer

Data,

the

return

and

deletion

which

are

addressed

Section

each

party

shall,

upon

request

the

other

party,

return

delete

any

the

other

party’s

Conﬁdential

Information.

7. Payment of Fees

7.1. Fees;

Invoicing;

Payment;

Expenses.

7.1.1. Fees. Fees for the Software Services and Professional Services are set forth in the applicable

Order

Form,

and

OpenGov

will

invoice

Customer

accordingly.

Customer

agrees

pay

invoices

within

30 days

receipt.

Invoices

are

deemed

received

when

OpenGov

emails

them

Customer’s

designated

billing

contact.

Obligations

pay

fees

are

non-cancelable,

and

payments

are

non-refundable,

except

expressly

provided

Sections

8.1.2 and

8.1.3. 7.1.2.

Annual Software Price Adjustment. OpenGov shall increase the fees for the Software Services

during

any

Renewal

Term

each

year

otherwise

agreed

upon

the

applicable

renewal

Order

Form.

7.1.3. Travel Expenses. OpenGov will invoice Customer for travel expenses provided in the SOW

Order

Form

they

are

incurred.

Customer

shall

pay

all

such

valid

invoices

within

30 days

receipt

invoice.

Receipts

shall

provided

for

the

travel

expenses

listed

the

invoice.

5 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

43 7.2.

Consequences of Non-Payment. If Customer fails to make any payments required under any

Order

Form

SOW,

then

addition

any

other

rights

OpenGov

may

have

under

this

Agreement

applicable

law:

(a)

Customer

will

owe

late

interest

penalty

the

maximum

rate

permitted

law;

and

(b)

Customer’s

account

remains

delinquent

(with

respect

payment

undisputed

invoice)

for

10 days

after

receipt

delinquency

notice

from

OpenGov,

which

may

provided

via

Customer’s

designated

billing

contact,

OpenGov

may

temporarily

suspend

Customer’s

access

the

Software

Service

for

90 days

pursue

good

faith

negotiations

before

pursuing

termination

accordance

with

Section

6.3. Customer

will

continue

incur

and

owe

all

applicable

fees

irrespective

any

such

service

suspension

based

such

Customer’s

delinquency.

7.3. Taxes. Each party is responsible for the tax effects this Agreement imposes upon it. If Customer

tax-exempt,

will

provide

OpenGov

its

tax

exemption

certiﬁcate.

8. Representations and Warranties; Disclaimer

8.1. By

OpenGov.

8.1.1. General Warranty. OpenGov represents and warrants that it has all right and authority necessary

enter

into

and

perform

this

Agreement.

8.1.2. Professional Services Warranty. OpenGov further represents and warrants that the Professional

Services,

any,

will

performed

professional

and

workmanlike

manner

accordance

with

the

SOW

and

generally

prevailing

industry

standards.

For

any

breach

the

Professional

Services

warranty,

OpenGov

will

re-perform

the

applicable

services.

OpenGov

unable

re-perform

such

work

warranted,

Customer

will

entitled

recover

all

fees

paid

OpenGov

for

the

deﬁcient

work.

Customer

must

give

written

notice

any

claim

under

this

warranty

OpenGov

within

90 days

the

completion

the

Professional

Services

pursuant

the

applicable

SOW

receive

such

warranty

remedies.

8.1.3. Software Services Warranty. OpenGov further represents and warrants that for the Term,

the

Software

Services

will

perform

all

material

respects

accordance

with

the

then-current

Product

Documentation.

The

foregoing

warranty

does

not

apply

(a)

any

Software

Services

that

have

been

used

manner

other

than

set

forth

this

Agreement,

(b)

any

pre-release

features,

functionality,

beta

software

services

that

Customer

elects

use

the

beta

phase

development.

For

any

breach

the

Software

Services

warranty,

OpenGov

will

repair

replace

any

nonconforming

Software

Services

that

the

affected

portion

the

Software

Services

operates

warranted.

OpenGov

unable

so,

Customer

may

terminate

the

Agreement

and

will

entitled

refund

the

pre-paid,

unused

portion

the

fees

from

the

date

the

discovery

the

defect.

Customer

must

give

written

notice

any

claim

under

this

warranty

OpenGov

within

90 days

Customer

discovering

the

defect

receive

such

warranty

remedies.

8.2. By Customer. Customer represents and warrants that (a) it has all right and authority necessary

enter

into

and

perform

this

Agreement

and

(b)

OpenGov’s

use

Customer

6 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

44 Data pursuant to this Agreement will not infringe, violate or misappropriate Intellectual Property

Rights

any

third

party.

8.3. Disclaimer. OPENGOV DOES NOT WARRANT THAT THE SOFTWARE SERVICES WILL BE

UNINTERRUPTED

ERROR

FREE;

NOR

DOES

MAKE

ANY

WARRANTY

THE

RESULTS

THAT

MAY

OBTAINED

FROM

USE

THE

SOFTWARE

SERVICES.

EXCEPT

SET

FORTH

THIS

SECTION

THE

SOFTWARE

SERVICES

ARE

PROVIDED

“AS

IS”

AND

OPENGOV

DISCLAIMS

ALL

OTHER

WARRANTIES,

EXPRESS

IMPLIED,

INCLUDING,

BUT

NOT

LIMITED

TO,

IMPLIED

WARRANTIES

MERCHANTABILITY,

TITLE,

FITNESS

FOR

PARTICULAR

PURPOSE,

AND

NON-INFRINGEMENT.

9. Limitation of Liability

9.1. By Type. NEITHER PARTY, NOR ITS SUPPLIERS, OFFICERS, AFFILIATES,

REPRESENTATIVES,

CONTRACTORS

EMPLOYEES,

SHALL

RESPONSIBLE

LIABLE

WITH

RESPECT

ANY

SUBJECT

MATTER

THIS

AGREEMENT

UNDER

ANY

CONTRACT,

NEGLIGENCE,

STRICT

LIABILITY,

OTHER

THEORY:

(A)

FOR

ERROR

INTERRUPTION

USE

FOR

LOSS

INACCURACY

DATA

COST

PROCUREMENT

SUBSTITUTE

GOODS

SERVICES

LOSS

BUSINESS;

(B)

FOR

ANY

INDIRECT,

EXEMPLARY,

PUNITIVE,

INCIDENTAL,

SPECIAL,

CONSEQUENTIAL

DAMAGES;

(C)

FOR

ANY

MATTER

BEYOND

PARTY’S

REASONABLE

CONTROL,

EVEN

SUCH

PARTY

HAS

BEEN

ADVISED

THE

POSSIBILITY

SUCH

LOSS

DAMAGE.

9.2. By Amount. IN NO EVENT SHALL EITHER PARTY’S AGGREGATE, CUMULATIVE LIABILITY FOR

ANY

CLAIMS

ARISING

OUT

ANY

WAY

THIS

AGREEMENT

EXCEED

THE

FEES

PAID

PAYABLE

CUSTOMER

OPENGOV

FOR

THE

SOFTWARE

SERVICES

UNDER

THIS

AGREEMENT

THE

12 MONTHS

PRIOR

THE

ACT

THAT

GAVE

RISE

THE

LIABILITY.

9.3. Limitation of Liability Exclusions. The limitations of liability set forth in Sections 9.1 and

9.2 above

not

apply

to,

and

each

party

accepts

liability

the

other

for:

(a)

claims

arising

out

fraud

willful

misconduct

either

party;

(b)

either

party’s

infringement

the

other

party’s

Intellectual

Property

Rights;

(c)

breach

obligations

under

Section

3.1;

and

(d)

payment

obligations

under

this

Agreement.

9.4. No Limitation of Liability by Law. Because some jurisdictions do not allow liability or damages

limited

the

extent

set

forth

above,

some

the

above

limitations

may

not

apply.

10. Miscellaneous

10.1. Logo Use. OpenGov shall have the right to use and display Customer’s logos and trade names

for

marketing

and

promotional

purposes

OpenGov’s

website

and

marketing

materials,

subject

Customer’s

trademark

usage

guidelines

provided

OpenGov.

10.2. Notice. Ordinary day-to-day operational communications may be conducted by email, live

chat

telephone.

For

notices

required

the

Agreement

the

parties

must

communicate

formally

writing

sent

via

USPS

certiﬁed

mail

and

via

email.

OpenGov’s

addresses

for

notice

are:

[email protected]

with

mailed

copy

OpenGov,

7 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

45 Inc.,

660

3rd

Street,

Suite

100,

San

Francisco,

94107.

10.3. Anti-corruption. Neither OpenGov nor any of its employees or agents has offered or provided

any

illegal

improper

payment,

gift,

transfer

value

connection

with

this

Agreement.

The

parties

will

promptly

notify

each

other

they

become

aware

any

violation

any

applicable

anti-corruption

laws

connection

with

this

Agreement.

10.4. Injunctive Relief. The parties acknowledge that any breach of the conﬁdentiality provisions

the

unauthorized

use

party’s

intellectual

property

may

result

serious

and

irreparable

injury

the

aggrieved

party

for

which

damages

may

not

adequately

compensate

the

aggrieved

party.

The

parties

agree,

therefore,

that,

addition

any

other

remedy

that

the

aggrieved

party

may

have,

shall

entitled

seek

equitable

injunctive

relief

without

being

required

post

bond

other

surety

prove

either

actual

damages

that

damages

would

inadequate

remedy.

10.5. Force Majeure. Neither party will be liable for any delay or failure to perform its obligations

under

this

Agreement,

due

any

events

beyond

its

reasonable

control,

including

but

not

limited

acts

god,

acts

governmental

authority,

war,

riot,

labor

disputes,

failures

performance

any

third-party

services,

utilities,

equipment

failures,

any

other

events

beyond

the

party’s

reasonable

control.

Notwithstanding

the

foregoing,

Customer

shall

remain

obligated

perform

its

obligations

under

Section

7.1.1. 10.6.

Severability; Waiver. If any provision of this Agreement is found to be unenforceable or invalid,

that

provision

will

limited

eliminated

the

minimum

extent

necessary

that

this

Agreement

will

otherwise

remain

full

force

and

effect

and

enforceable.

Any

express

waiver

failure

exercise

promptly

any

right

under

this

Agreement

will

not

create

continuing

waiver

any

expectation

non-enforcement.

10.7. Survival. The following sections of this Agreement shall survive termination or expiration:

Section

5 (Conﬁdentiality),

Section

7 (Payment

Fees),

Section

4.6 (Deletion

Customer

Data),

Section

8.3 (Warranty

Disclaimer),

Section

9 (Limitation

Liability),

and

Section

10 (Miscellaneous).

10.8. Assignment. There are no third-party beneﬁciaries to this Agreement. Neither party may assign,

otherwise

transfer

this

Agreement

without

the

other

party's

written

consent,

which

consent

may

not

unreasonably

withheld,

conditioned,

delayed.

Notwithstanding

the

foregoing,

either

party

may

assign,

without

such

consent

but

upon

written

notice,

its

rights

and

obligations

under

this

Agreement

its

corporate

affiliate

any

entity

that

acquires

all

substantially

all

its

capital

stock

its

assets

this

Agreement,

through

purchase,

merger,

consolidation,

otherwise.

Any

other

attempted

assignment

shall

void.

This

Agreement

will

beneﬁt

and

bind

permitted

assigns

and

successors.

10.9. Independent Contractors. This Agreement does not create an agency, partnership, joint venture,

employment

relationship,

and

neither

party

has

any

authority

bind

the

other.

10.10. Governing Law and Jurisdiction. This Agreement will be governed by the laws of 8 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

46 Customer’s jurisdiction, without regard to conﬂict of laws principles. The parties submit to

personal

jurisdiction

and

venue

the

courts

Customer’s

jurisdiction.

10.11. Complete Agreement. OpenGov has made no other promises or representations to Customer

other

than

those

contained

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Customer:
________________________
OpenGov, Inc. Signature
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Signature
__________________________
Name
________________________
Name
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Title
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Title
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Date
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Date
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9 OpenGov Master Services Agreement
Revised

May

2025

6.3 Attachment 3 - Agreement

47 DATE: May 18, 2026

TO: Mayor and Members of the City Council
VIA: Stefan Chatwin, City Manager
Marlene Subhashini, Assistant City Manager

FROM: Andrew Brozyna, Public Works Director
Laura Galli, Engineering Manager
Ryan Marquez, Senior Civil Engineer
DEPARTMENT: Public Works
SUBJECT: REQUEST FOR QUALIFICATIONS (RFQ) FOR THE

CONSTRUCTION OF THE LAGOON PUMP STATION SEISMIC

REHABILITATION AND CAPACITY ENHANCEMENT PROJECT
(CIP 301-717)

RECOMMENDATION
It is recommended that the City Council adopt the attached resolution authorizing staff to issue a Request for Qualifications (RFQ) for a General Contractor for the construction of the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301-717).

EXECUTIVE SUMMARY
The Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301-717) (Project) will renovate and upgrade Foster City’s lagoon pump station, which is the sole facility responsible for controlling lagoon levels by pumping the stormwater collected throughout the city to the San Francisco Bay.

The Project includes structural rehabilitation, seismic upgrades, mechanical and electrical system replacements, and installation of two new high-capacity pumps. The current construction estimate is approximately $14–$15 million.

6.4 6.4 Staff Report

48 Design is nearing 90 percent completion, with the bid-ready package anticipated in fall 2026. The prequalification of contractors helps to ensure that only qualified contractors with demonstrated experience in complex pump station construction, seismic retrofit, marine structural work, and large-capacity mechanical systems are eligible to bid. This process will help screen out contractors who lack relevant experience on similar projects, have insufficient bonding capacity, or have a history of safety violations, performance failures, or other deficiencies. This will be the first CIP project bid under the City’s newly adopted Project Labor Agreement (PLA). The RFQ will assess prospective bidders’ readiness to comply with the PLA requirements.

BACKGROUND
On June 20, 2023, the City Council adopted City Resolution No. 2022-79, adopting the City Budget and thereby establishing both the Lagoon Pump Station Building Rehabilitation Project (CIP 301-718) and the Add Third and Fourth Lagoon Pump and Related Infrastructure Project (CIP 301-717).

On June 2, 2025, the City Council adopted City Resolution No. 2025-38, approving the merger of CIPs 301-718 and 301-717, renaming the combined CIP as the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301- 717), and authorizing a Task Order with Schaaf & Wheeler Consulting Engineers, Inc. in the amount of $992,045 for engineering design services related to the Project with Schaaf & Wheeler, Inc.

Design is currently nearing 90% completion. The construction documents are anticipated to be finalized in Fall 2026, at which point the prequalified contractor list will be used to solicit competitive bids.

ANALYSIS
The purpose of the prequalification process is to ensure that prospective bidders have demonstrated the quality, capacity, financial soundness, bonding ability, safety record, and technical experience needed to successfully complete the construction of a complex public works infrastructure project of this magnitude and risk profile.

Prequalification is very common on major projects and was previously utilized on both the Levee Improvements Project (CIP301-657) and the Community Center Rebuild Project (CIP301-678).

The prequalification will assist in finding a contractor with proven experience in working on:
Large-capacity pump installations and related mechanical systems; Seismic rehabilitation and structural retrofit work;
Marine reinforced concrete construction;
Successful delivery of similarly scaled public works projects.

6.4 6.4 Staff Report

49 The RFQ for a General Contractor (Attachment 2) contains the Notice to Bidders, required California Class “A” contractor license, bonding and insurance requirements, financial capacity, and a detailed Prequalification Questionnaire that prospective bidders must complete. This will also be the first CIP project that will be bid under the City’s newly adopted PLA. The RFQ will additionally assess prospective bidders’ readiness to comply with the PLA requirements.

Submittals will be due on June 18, 2026.

An evaluation panel comprised of Public Works staff and representatives from Schaaf & Wheeler will review and evaluate the prequalification submittals in accordance with the criteria set forth in the RFQ. Only prequalified contractors will be eligible to submit bids when the Project is formally advertised.

Following evaluation, the City will issue Notices of Determination to all contractors who submitted complete responses. A list of prequalified contractors will be made available and will serve as the eligible bidders for the construction phase. The formal construction bid period is expected to occur in Fall 2026, with a subsequent recommendation to award a construction contract based on the competitive bid results.

CEQA
A Notice of Exemption (NOE) citing section 15301, 15302 and 15311 exemptions for the project was filed with the County of San Mateo on January 29, 2026.

FISCAL IMPACT
There is no fiscal impact from this action.

CITY COUNCIL VISION, MISSION, AND VALUE/PRIORITY AREA
Infrastructure and Facilities
ATTACHMENTS:

Attachment 1 – Resolution
Attachment 2 – Qualifications Package

6.4 6.4 Staff Report

50 4
6 1
5 RESOLUTION NO.____________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOSTER CITY

APPROVING AND AUTHORIZING STAFF TO ISSUE THE REQUEST FOR

CONTRACTOR QUALIFICATIONS FOR THE CONSTRUCTION OF THE LAGOON

PUMP STATION SEISMIC REHABILITATION AND CAPACITY ENHANCEMENT PROJECT (CIP 301-717) AND FINDING THE PROJECT EXEMPT FROM CEQA UNDER SECTION 15301, 15302 AND 15311

CITY OF FOSTER CITY
WHEREAS, the City of Foster City wishes to seek qualified contractors to construct the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301-717); and
WHEREAS, the Project is currently in the construction document development phase and the final plans, specifications, and estimate are anticipated to be completed in Summer 2026; and
WHEREAS, the estimated bidding period is Fall 2026; and WHEREAS, the bidding phase can be streamlined by prequalifying contractors, which is a common practice for major and technically complex infrastructure projects; and WHEREAS, the prequalification process will ensure that bidding contractors have the capacity, financial soundness, and demonstrated expertise to execute the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301-717).

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Foster City does hereby approve the Request for Contractor Qualifications for the construction of the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (CIP 301-717) and authorize staff to issue the Request for Contractor Qualifications.

6.4 Attachment 1 - Resolution

51 4
6 1
5 PASSED AND ADOPTED as a resolution of the City Council of the City of Foster City at the regular meeting held on the 18th day of May, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ART KIESEL, MAYOR
ATTEST:

PRISCILLA SCHAUS, CITY CLERK

6.4 Attachment 1 - Resolution

52 REQUEST FOR CONTRACTOR QUALIFICATIONS
for

Lagoon Pump Station Seismic Rehabilitation and
Capacity Enhancement Project (CIP 301-717)

May 19, 2026
City of Foster City
610 Foster City Boulevard Foster
City, California 94404

Project Location:
100 Lincoln Centre Dr.

Foster City, California, 94404

Deadline for Submissions:

June 18, 2026 at 2:00 PM

6.4 Attachment 2 - Qualifications Package

53 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

1 NOTICE TO BIDDERS FOR PRE-QUALIFICATION (GC’S)

CITY OF FOSTER CITY

NOTICE IS HEREBY GIVEN that the CITY OF FOSTER CITY is inviting contractors to submit pre-qualification packages for the project referred to and described as follows:

PROJECT: Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project
PROJECT DESCRIPTION: City of Foster City is looking to install the following on the City’s Lagoon Pump House, which is the sole pump
station for the Foster City Lagoon:

1. Remove two existing, decommissioned pumps and
engines.

2. Install two (2) Cascade model 66-AM pumps or
similar, each capable of conveying 125,000 GPM
with formed suction intakes. Construct supporting
improvements such as right-angle gear drives,
engines, and engine appurtenances.

3. Construct stop log isolation systems at the wetwell
intake for each pump bay.

4. Replace all flap gates on exterior of station (8 –
84”x84” and 4-60” diameter).

5. Refurbish 8 weir gates and replace electric
actuators

6. Replace existing trash rack system for each pump
bay and include a mechanism for rack removal and
cleaning.

7. Inspect wetwell and aftbay concrete during initial
phases of construction and construct necessary
repairs during later phases of construction.

8. Replace both north (bay) and south (lagoon) side
walkways.

9. Install four (4) approximately 11-foot by 11-foot
access openings in the existing roof structure to
facilitate pump replacement. Finish the access
holes with removable louvered penthouses. Two
access openings are intended for the current
project while the other two are intended to facilitate
future replacement of the existing duty pumps.

10. Perform seismic retrofits of varying thickness
shotcrete overlays on exterior of building.

11. Replace existing roof waterproofing system.

12. Remove old and add various electrical
components.

COMPLETION: 300 Calendar Days

CONSTRUCTION COST
ESTIMATE:
$14,000,000 - $15,000,000
LICENSE REQUIRED: GENERAL CONTRACTORS; CLASS ‘A’

6.4 Attachment 2 - Qualifications Package

54 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

2 Prospective bidders for pre-qualification may review and download an electronic copy of the original pre- qualification package on the Foster City website, at the following link: https://www.fostercity.org/rfps

Pre-Qualification packages shall be emailed to the Ryan Marquez, Senior Civil Engineer, at:
[email protected] before or at 2:00 p.m. on Thursday June 18, 2026.

After Pre-Qualification package submission, all packages will be reviewed and approved pre-qualified bidders will be notified via email, and a list will be posted to the RFQ webpage.

If there are any questions, please email Ryan Marquez, Public Works Department, at:
[email protected]

Date: ____________ ____________________________
Andrew Brozyna
Director of Public Works

6.4 Attachment 2 - Qualifications Package

55 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

3 The City of Foster City seeks to pre-qualify General Contractors for the construction of the Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project (“Project”), and hereby invites sealed pre -qualification submittals from licensed Contractors.

Notice is hereby given that the City of Foster City has determined that general contractor bidders on this Project must be pre-qualified prior to submitting a bid on this Project. The pre-qualification evaluation is solely for the purpose of determining which general building contractors (Contractors) are deemed qualified to successfully construct the Project.

Only Contractors in possession of a valid Class A Contractors license are allowed to bid on the Project.

It is mandatory that all Contractors who intend to submit a bid, fully complete the pre - qualification questionnaire, provide all requested materials, and be approved by the City of Foster City be on the final qualified bidders list.

Pre-Qualification submittal packages may be obtained at:
https://www.fostercity.org/rfps

FILING OF SUBMITTALS: On or before 2:00 PM, June 18, 2026

Pre-Qualification Questionnaires shall be emailed to the below contact.

All submittals must be labeled:
“Lagoon Pump Station Seismic Rehabilitation and Capacity Enhancement Project - Contractor Prequalification”

To: Ryan Marquez
Senior Civil Engineer
[email protected]
Foster City Public Works Department
610 Foster City Blvd.

Foster City CA, 94404

It is the sole responsibility of the Contractor to see that the Pre-Qualification Submittal is received before the stated deadline.

6.4 Attachment 2 - Qualifications Package

56 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

4 PROJECT TEAM

OWNER
City of Foster City
610 Foster City Blvd.

Foster City, CA. 94404
Contact: Ryan Marquez, P.E., Senior Civil Engineer

ENGINEER OF RECORD
Chuck Anderson, P.E.

Schaaf & Wheeler Consulting Engineers, Inc.
4699 Old Ironsides Drive, Suite 350
Santa Clara, CA 95054

6.4 Attachment 2 - Qualifications Package

57 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

5 TABLE OF CONTENTS

Project Description and Submittal Instructions .................................. .....5 Statement of Understanding .............................................................. .....9 Questionnaire
Part I: Essential Requirements for Qualification ........................... …11 Part II: Questionnaire
Section A: Current Organization and Structure .................... …13 Section B: History of Business and Organizational
Performance…………...... ............................................ ...16 Section C: Compliance with Regulatory Requirements…….....23 Part III: Similar Project Experience Questionnaire........................ ...25 Part IV: Organizational Resources………………………………….....29
Questionnaire Scoring……………………………………………...………30

Attachments
Attachment A: Project Reference Drawings
Attachment B: Insurance Requirements
Attachment C : Project Labor Agreement

6.4 Attachment 2 - Qualifications Package

58 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

6 PROJECT DESCRIPTION

City of Foster City is looking to install the following on the City’s Lagoon Pump House, which is the sole pump station for the Foster City Lagoon:

1. Remove two existing, decommissioned pumps and engines.

2. Install two (2) Cascade model 66-AM pumps or similar, each capable of conveying 125,000 GPM with formed suction intakes. Construct supporting improvements such as right-angle gear drives, engines, and engine appurtenances.

3. Construct stop log isolation systems at the wetwell intake for each pump bay.

4. Replace all flap gates on exterior of station (8 – 84”x84” and 4-60” diameter).

5. Refurbish 8 weir gates and replace electric actuators.

6. Replace existing trash rack system for each pump bay and include a mechanism for rack removal and cleaning.

7. Inspect wetwell and aftbay concrete during initial phases of construction and construct necessary repairs during later phases of construction.

8. Replace both north (bay) and south (lagoon) side walkways.

9. Install four (4) approximately 11-foot by 11-foot access openings in the existing roof structure to facilitate pump replacement. Finish the access holes with removable louvered penthouses. Two access openings are intended for the current project while the other two are intended to facilitate future replacement of the existing duty pumps.

10. Perform seismic retrofits of varying thickness shotcrete overlays on exterior of building.

11. Replace existing roof waterproofing system.

12. Remove old and add various electrical components.

The engineer’s estimate for this project is $14,000,000-$15,000,000

For additional information regarding the current designs for this project, please see Attachment A “Project Reference Drawings.” Final designs will be available with issuance of the final bidding and contract documents.

PROJECT SCHEDULE

The current tentative Project Schedule is as follows:

• Pre-Qualification of Contractors: May – June 2026
• Project Bidding: Late Summer 2026
• Award Project: Fall 2026
• Start Procurement/Construction: Fall/Winter 2026
• Estimated construction duration: 10 Months

PRE-QUALIFICATION SCHEDULE

Advertisement Inviting Pre-Qualification Submittals: May 19, 2026 Submissions Due: June 18, 2026
Pre-Qualification Notification: July 10, 2026

6.4 Attachment 2 - Qualifications Package

59 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

7 GENERAL

Foster City is seeking qualified Class “A” General Contractors with a minimum of ten (10) years of experience in public works construction.

The Contractor’s team shall demonstrate the following experience within the past five (5) years:

• At least three (3) projects involving installation of large capacity pumps, engines, and associated mechanical & electrical systems; and
• At least three (3) project s involving structural retrofit or rehabilitation of marine reinforced concrete structures.

The Contractor may submit work where they were the subcontractor or GC, but must have experience performing or being prime contractor for both. Please see Part III Similar Project Experience (page 26) for a definition of “comparable experience.”

Each prospective Contractor must successfully complete the pre -qualification questionnaire, provide all requested materials in the required form, and be approved by Foster City to be on the final qualified bidders list. The City will not accept submission of incomplete or late documentation. Incomplete documentation may result in the rejection of the prospective Contractor.

Answers to all questions contained in the attached questionnaire, information about current bonding capacity, notarized statement from surety, and the most recent reviewed or audited financial statements, with accompanying notes and supplemental information, are required.

Foster City reserves the right to unilaterally adjust, increase, limit, suspend, or rescind the pre-qualification rating based on subsequently learned information. Contractors whose rating changes s ignificantly after pre-qualification that disqualifies them will be notified and given an opportunity for a hearing consistent with the Appeal procedures described below to appeal a pre-qualification rating.

Foster City will not be l iable for any cost incurred by any Contractor in connection with this pre-qualification process, including the preparation of its submittal package.

PRE-QUALIFICATION GUIDELINES

Each prospective Contractor must successfully complete the pre -qualification process outlined in this document. No other pre -qualification process completed for Foster City or any other agency will meet these requirements.

6.4 Attachment 2 - Qualifications Package

60 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

8 Prospective Contractors must submit “Statements of Qualifications” (SOQ) by completing the Pre -Qualification Submittal Questionnaire package. Foster City will not accept information or documents from other parties. Submission of incomplete and/or unclear Pre-Qualification Submittal Questionnaire or other required materials may result in rejection of the prospective contractor.

Any questions or requests for information must be submitted in writing to:

Ryan Marquez
Senior Civil Engineer
City of Foster City/Estero Municipal Improvement District Email: [email protected]

PREPARATION OF PRE-QUALIFICATION SUBMITTALS

The submittal information should be separated by sections. One (1) electronic copy in *.PDF format of the Pre-Qualification Submittal shall be uploaded to the Foster City webpage below. The completed Pre-Qualification Submittal should not exceed 50 pages. Foster City reserves the right to waive minor irregularities and omissions in the information contained in the pre-qualification application submitted.

EVALUATION AND ANALYSIS

Pre-qualification of prospective contractors will be determined from the information submitted in each Pre -Qualification Questionnaire Submittal. Foster City reserves the right to verify from other available sources the information provided by the Contractor and to rely upon such information gathered during the verification process. Foster City’s decision will be based on objective evaluation criteria. Further consideration of a prospective contractor’s qualifications will be made only if the prospective contractor meets all of the following minimum requirements:

1. Submission of a properly completed and signed Declaration

2. Possession of the valid California Contractors “A” License in good standing

3. Meet bonding capacity requirements – Single limit of $15,000,000. Aggregate limit of $30,000,000

4. Meet insurance requirements

5. Demonstration of General Contractor’s Similar Project Experience

6. Demonstration of Contractor’s Project Manager/Field Superintendent Comparable Experience

7. No completion of work by surety in the last 15 years

8. Satisfactory History with the Department of Industrial Relations (DIR)

9. Meet financial requirements

6.4 Attachment 2 - Qualifications Package

61 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

9 Note: this project is subject to Prevailing Wage requirements per DIR requirements. Any contract that is subsequently bid and awarded must comply with all prevailing wage requirements.

The Pre-Qualification Questionnaire Submittal Analysis Form that will be used to verify minimum qualifications is included. Foster City will screen each responding prospective Contractor’s statement for minimum qualificat ions and develop a list of Pre -Qualified Contractors.

Foster City reserves the right to reject any or all responses to pre -qualification questionnaires and any or all subsequent bids for construction projects, and to waive any irregularities in any response to the pre-qualification application.

While it is the intent of the pre -qualification questionnaire and required documents to assist Foster City in determining bidder responsibility prior to bid and to aid Foster City in selecting the lowest responsible bidder, neither the fact of pre -qualification, nor any pre- qualification rating, will preclude Foster City from a post -bid consideration and determination of whether a bidder has the quality, fitness, capa city and experience to satisfactorily perform the proposed work on the Project.

The questionnaires and financial statements shall not be public records and shall not be open to public inspection; however, records of the names of contractors applying for prequalification status shall be public records subject to disclosure under Divisi on 10 (commencing with Section 7920.000) of Title 1 of the Government Code. However, by submitting the pre -qualification packet, the Contractor agrees that the contents of the submittal may be disclosed to third parties for the purpose of verification, investigation of substantial allegations, or in any appeal hearing. Also, the names of prospective contractors applying for pre-qualification status will be subject to disclosure.

6.4 Attachment 2 - Qualifications Package

62 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

10 SCORING INSTRUCTIONS:

The City will evaluate the information gathered during this prequalification process by using the objective criteria set forth in this document.

The City will evaluate the Prequalification Submittals on a pass/fail and scoring basis, using criteria shown immediately following each question on the Prequalification Questionnaire. To prequalify, contractors must pass each section of the questionnaire, and must not have given answers that, as stated on the questionnaire, would caus e them to be immediately disqualified.

The following pre-qualification sections must be filled out completely and submitted to the City to be considered:

The Scores Needed for Pre-Qualification

• Part I: Essential Requirements for Qualification -- Pass/Fail • Part II: Questionnaire
o Section A: Current Organization and Structure – informational o Section B: History of Business and Organizational Performance – passing score is 51 points out of a maximum of 68 points
o Section C: Compliance with Regulatory Requirements – passing score of 27 points out of a maximum of 40 points
• Part III: Similar Project Experience -- Pass/Fail as part of question 6 in Part I • Part IV: Organizational Resources -- Pass/Fail

APPEALS PROCEDURE

Any prospective bidder who Foster City determines to not pass the pre -qualification process shall have the right to request review of the determination. The prospective bidder shall request review by delivering to the Director of Public Works a written notice requesting a review. The prospective bidder shall deliver such written notice to the Director of Public Works within five (5) business days of being notified that the prospective bidder has been determined not to be qualified. Upon request of the prospective bidder, Foster City shall provide notification to the prospective bidder in writing of the basis for the prospective bidder’s disqualification and any supporting evidence that has been received from others or adduced as a result of an investigation by the public entity.

The Director of Public Works or his/her designee shall conduct a n appeals hearing no later than ten (10) business days following receipt of the contractor’s written notice at the following address: 610 Foster City Boulevard, Foster City, CA 94404 or via email:
[email protected]. The hearing conduct ed shall be informal but will be an evidentiary hearing. At the hearing, the prospective bidder shall be given the opportunity to rebut any evidence used as a basis for disqualification and to present evidence to the public entity as to why the prospective bidder should be f ound qualified. The Director of

6.4 Attachment 2 - Qualifications Package

63 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

11 Public Works shall consider all evidence, information and arguments submitted by the contractor relevant to Foster City’s determination, the Foster City response to such evidence, information and arguments, and any other information the Director of public Works deems relevant. Promptly following the hearing, the Director of Public Works shall issue a written decision regarding the matter, which shall be final and binding.

The Contractor waives its right to challenge Foster City’s decision if it fails to deliver the notice within the five (5) business days.

STATEMENT OF UNDERSTANDING

The undersigned certifies that the statements and information contained in this submittal are complete and accurate and that the submittal contains no false or deliberately misleading information. The undersigned hereby agrees and declares that receipt of this submittal by Foster City does not constitute either a direct or implied guarantee to the Contractor that pre-qualification is or will be granted and also agrees to the procedures and conditions of the pre -qualification requirements described in the Pre -Qualification Document.

(1) Legal Name of Applicant (Contractor) __________________________________

_______________________________________________________________

(2) Address of Applicant (Contractor) _____________________________________

_______________________________________________________________

(3) Phone Number ___________________________ Fax ____________________

Email ___________________________________

(4) Applicant is a ( ) Corporation ( ) Partnership ( ) Sole Proprietorship ( ) Joint Venture

(5) If Contractor is a Corporation, name the State of Incorporation_______________

(6) Total number of years the Contractor has been contracting _________________

(7) Total number of years the Contractor has been in construction ______________

____________________

(8) Banking institution authorized to provide corroboration of applicant’s financial stability:

6.4 Attachment 2 - Qualifications Package

64 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

12 Name: __________________________________________________________

Address: ________________________________________________________

Contact: _________________________ Telephone_______________________

(9) Is the Contractor signatory to any collective bargaining agreement (Yes or No). If yes please provide affiliate information :
____________________________________________________________

(10) Execution:

The undersigned is a legally authorized representative of the Contractor. The legal name of the Contractor is _____________________________________________________

State of California
Contractor’s License Number: Type: _____________________ Expiration:_____________________

______________________________, being first duly sworn, says that all statements and information contained in this Submittal are complete and accurate and that this Submittal contains no false or deliberately misleading information.

Contractor

Printed Name Signature

Title

Subscribed and sworn to before me this _____________ day of ____________________, 20 ______________________________________________

Notary Public in and for the State of __________________ Residing at _____________________________________
Expiration Date: __________________________________

6.4 Attachment 2 - Qualifications Package

65 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

13 END OF FORM

6.4 Attachment 2 - Qualifications Package

66 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

14 PART I: ESSENTIAL REQUIREMENTS FOR QUALIFICATION

IMPORTANT NOTE:

Contractor will be immediately disqualified if the answer to any of questions 1 through 8 is “no.”

Contractor will be immediately disqualified if the answer to any of questions 9 through 13 is “yes.” If the answer to question 10 is “yes,” and if debarment would be the sole reason for denial of pre-qualification, any pre-qualification issued will exclude the debarment period.

1. Contractor possesses a valid and current California Class “A” General Contractor’s License in good standing for this project for which it intends to submit a bid.

Yes No

2. Contractor has (or can provide proof that they can obtain within ten (10) business days prio r to award) an insurance policy (ies) consistent with Attachment B “Insurance Requirements”.

Yes No

3. Contractor has current workers’ compensation insurance policy as required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq.

Yes No

4. Have you a ttached your latest copy of a reviewed or audited financial statement with accompanying notes and supplemental information
Yes No

NOTE: A financial statement that is not either reviewed or audited by a Certified Public Accountant (CPA) is not acceptable. A letter verifying availability of a line of credit may also be attached; however, it will be considered as supplemental information only, and is not a substitute for the required financial statement.

5. Have you attached a notarized statement from an admitted surety insurer (approved by the California Department of Insurance and authorized to issue bonds in the State of California), which states that your current bonding capacity

6.4 Attachment 2 - Qualifications Package

67 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

15 is at least $15,000,000 for a single project, and $30,000,000 aggregate, should you be selected?1
Yes No

NOTE: Notarized statement must be from Surety Company, not an agent or broker.

6. Contractor has completed at least three (3) comparable projects in the last ten (10) years? See Part III A: Similar Project Experience Question naire (Contractor Experience Requirements) for criteria.

Yes No

7. Contractor understands that both it and its subcontractors will have to comply with the City’s Project Labor Agreement?
Yes No

8. Contractor and its subcontractors will comply with all applicable federal requirements, including those of the Federal Emergency Management Agency (FEMA), for contracts that are partially or fully funded with federal assistance.

Yes No

9. Has your contractor’s license been revoked at any time in the last fifteen (15) years?
Yes No

10. Has a surety firm completed, or is in the process of completing, a contract on your behalf, or has paid for completion because your firm was default terminated by the project owner within the last fifteen (15) years?
Yes No

11. At the time of submitting this pre-qualification form, is your firm ineligible to bid on or be awarded any local, state or federal public works contract s, or perform as a subcontractor on any such public works contract, pursuant to either Labor Code section 1777.1 or Labor Code section 1777.7 or any other local, state or federal law or regulation?
Yes No

1 An additional notarized statement from the surety may be requested by the City of Foster City at the time of submission of a bid, if this pre-qualification package is submitted more than 60 days prior to submission of the bid.

6.4 Attachment 2 - Qualifications Package

68 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

16 If the answer is “Yes,” state the beginning and ending dates of the period of debarment:

Starting Ending

12. At any time during the last fifteen (15) years, has your firm or any of its owners or officers been convicted of a crime involving the awarding of a contract of a government construction project, or the bidding or performance of a government contract?
Yes No

13. In the last fifteen (15) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder?
Yes No
If “yes,” explain on a separate signed page. Identify the year of the event, the owner, the project and the basis for the finding by the public agency.

6.4 Attachment 2 - Qualifications Package

69 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

17 PART II: QUESTIONNAIRE
Section A. Current Organization and Structure of the Business

For Firms That Are Corporations:

1a. Date incorporated:
1b. Under the laws of what state:
1c. Provide all the following information for each person who is either (a) an officer of the corporation (president, vice president, secretary, treasurer), or (b) the owner of at least ten percent (10%) of the corporation’s stock.

Name Position Years
with Co.
% Ownership

1d. Identify every construction firm that any person listed above has been associated with (as owner, general partner, limited partner or officer) at any time during the last fifteen years.

NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.

Person’s Name

Construction Firm
Dates of Person’s
Participation with Firm

6.4 Attachment 2 - Qualifications Package

70 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

18 For Firms That Are Partnerships:

1a. Date of formation:
1b. Under the laws of what state:
1c. Provide all the following information for each partner who owns ten percent (10%) or more of the firm.

Name Position Years
with Co.
% Ownership

1d. Identify every construction company that any partner has been associated with (as owner, general partner, limited partner or officer) at any time during the last five years.

NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.

Person’s Name

Construction Company
Dates of Person’s
Participation with Company

6.4 Attachment 2 - Qualifications Package

71 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

19 For Firms That Are Sole Proprietorships:

1a. Date of commencement of business:
1b. Social security number of company owner:
1c. Identify every construction firm that the business owner has been associated with (as owner, general partner, limited partner or officer) at any time during the last fifteen (15) years.

NOTE: For this question, “owner” and “partner” refer to ownership of ten percent (10%) or more of the business, or ten percent (10%) or more of its stock, if the business is a corporation.

Person’s Name

Construction Company
Dates of Person’s
Participation with Company

For Firms That Intend to Make a Bid as Part of a Joint Venture:

1a. Date of commencement of joint venture:
1b. Provide all of the following information for each firm that is a member of the joint venture that expects to bid on one (1) or more projects:

Name of firm % Ownership of Joint Venture

6.4 Attachment 2 - Qualifications Package

72 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

20 6.4
Attachment 2 - Qualifications Package

73 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

21 Section B. History of the Business and Organizational Performance

1. Has there been any change in ownership of the fi rm at any time during the last fifteen (15) years?
NOTE: A corporation whose shares are publicly traded is not required to answer this question.

Yes No
If “yes,” explain on a separate signed page.

2. Is the firm a subsidiary, parent, holding company, or affiliate of another construction firm?
NOTE: Include descriptive and background information about other firms if one firm owns fifty percent (50%) or more of another, or if an owner, partner, or officer of your firm holds a similar position in another firm.

Yes No
If “yes,” explain on a separate signed page.

3. Are any corporate officers, partners or owners connected to any other construction firms?
NOTE: Include descriptive and background information about other firms if an owner, partner, or officer of your firm holds a similar position in another firm.

Yes No
If “yes,” explain on a separate signed page.

4. State your firm’s gross revenue for each of the last three (3) years:

2023 2024 2025

_ ___ _ ___

5. How many years has your organization been in business in California as a contractor under your present business name and license number? Years 6 years or more = 3 points
8 years or more= 4 points
10 years or more = 5 points

6. Was your firm in bankruptcy at any time during the last fifteen (15) years? Yes No

6.4 Attachment 2 - Qualifications Package

74 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

22 “No” = 3 points “Yes” = 0 points

If “yes,” please attach a copy of the bankruptcy petition, showing the case number and the date on which, the petition was filed, and a copy of the Bankruptcy Court’s discharge order, or any other document that ended the case, if no discharge order was issued.

Licenses

7. List all California construction license numbers, classifications and expiration dates of the California Contractor Licenses held by your firm:

8. If any of your firm’s license(s) are held in the name of a corporation or partnership, list below the names of the qualifying individual(s) listed on the California Contractors State License Board (CSLB) records who meet(s) the experience and examination requirements for each license.

9. Has your firm changed names or license number in the past fifteen (15) years? Yes No
If “yes,” explain on a separate signed page, including the reason for the change.

10. Has any owner, partner, or (for corporations) officer of your firm operated a construction firm under any other name in the last fifteen (15) years? Yes No
If “yes,” explain on a separate signed page, including the reason for the change.

11. Has any CSLB license held by your firm or its Responsible Managing Employee (RME) or Responsible Managing Officer (RMO) been suspended within the last fifteen (15) years?
Yes No
“No” = 5 points “Yes” = 0 points
If “yes,” please explain on a separate signed sheet.

Disputes

6.4 Attachment 2 - Qualifications Package

75 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

23 12. At any time in the last fifteen (15) years has your firm been assessed and paid liquidated damages after completion of a project under a construction contract with either a public or private owner?
Yes No
No projects with liquidated damages of more than $10,000, = 5 points Two (2) projects with liquidated damages of more than $10,000 = 3 points Any other answer: 0 points

If yes, explain on a separate signed page, identifying all such projects by owner, owner’s address, the date of completion of the project, amount of liquidated damages assessed and all other information necessary to fully explain the assessment of liquidated damages.

13. In the last fifteen (15) years has your firm, or any firm with which any of your company’s owners, officers or partners was associated, been debarred, disqualified, removed or otherwise prevented from bidding on, or completing, any government agency or public works project for any reason? NOTE: “Associated with” refers to another construction firm in which an owner, partner or officer of your firm held a similar position, and which is listed in response to question 1c or 1d on this form.

Yes No
“No” = 5 points “Yes” = 0 points

If “yes,” explain on a separate signed page. State whether the firm involved was the firm applying for pre-qualification here or another firm. Identify by name of the company, the name of the person within your firm who was associated with that company, the year of the event, the owner of the project, the project and the basis for the action.

* * * * *
NOTE: The following two (2) questions refer to disputes between your firm and the owner of a project as well as information about disputes between your firm and a supplier, another contractor, or subcontractor. You need not include information about “pass -through” disputes in which the actual dispute is between a sub -contractor and a project owner. Also, you may omit reference to all disputes about amounts of less than $10,000.

6.4 Attachment 2 - Qualifications Package

76 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

24 14. In the past fifteen (15) years has any claim against your firm concerning your firm’s work on a construction project been filed in court or arbitration? Yes No
If so, how many?
5 points for “No”
-1 point from 5 for Yes and each instance with 0 being lowest (IE 2 instances = 3 points).

If “yes,” on separate signed sheets of paper identify the claim(s) individually by providing the project name, date of the claim, name of the claimant, a brief description of the nature of the claim, the court in which the case was filed and a brief description of the status of the claim (pending or resolved, including a brief description of the resolution).

15. In the past fifteen (15) years has your firm made any claim against a project owner concerning work on a project or payment for a contract and filed that claim in court or arbitration?
Yes No
5 points for “No”
-1 point from 5 for Yes and each instance with 0 being lowest (IE 2 instances = 3 points).

If “yes,” on separate signed sheets of paper identify the claim by providing the project name, date of the claim, name of the entity (or entities) against whom the claim was filed, a brief description of the nature of the claim, the court in which the case was filed and a brief description of the status of the claim (pending, or resolved including a brief description of the resolution).

16. At any time during the past fifteen (15) years, has any surety company made any payments on your firm’s behalf as a result of a default, to satisfy any claims made against a performance or payment bond issued on your firm’s behalf, in connection with a construction project, either public or private?
Yes No
5 points for “No”
1 point for “Yes” indicating 1 such instances
Subtract 5 points for “Yes” if 2 or more such claims

If “yes,” explain on a separate signed page the amount of each such claim, the name and telephone number of the claimant, the date of the claim, the grounds for

6.4 Attachment 2 - Qualifications Package

77 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

25 the claim, the present status of the claim, the date of resolution of such claim if resolved, the method by which such was resolved if resolved, the nature of the resolution and the amount, if any, at which the claim was resolved.

17. In the last fifteen (15) years has any insurance carrier, for any form of insurance, refused to renew the insurance policy for your firm?
Yes No
5 points for “No”
2 points for “Yes” indicating 1 such instances
0 points for “Yes” if more than 2 such instances

If “yes,” explain on a separate signed page. Name the insurance carrier, the form of insurance and the year of the refusal.

Criminal Matters and Related Civil Suits

18. Has your firm or any of its owners, officers or partners ever been found liable in a civil suit or found guilty in a criminal action for making any false claim or material misrepresentation to any public agency or entity?
Yes No
“No” = 5 points “Yes” = subtract 5 points

If “yes,” explain on a separate signed page, including identifying who was involved, the name of the public agency, the date of the investigation and the grounds for the finding.

19. Has your firm or any of its owners, officers or partners ever been convicted of a crime involving any federal, state, or local law related to construction? Yes No
“No” = 5 points “Yes” = subtract 5 points

If “yes,” explain on a separate signed page, including identifying who was involved, the name of the public agency, the date of the conviction and the grounds for the conviction.

20. Has your firm or any of its owners, officers or partners ever been convicted of a federal or state crime of fraud, theft, or any other act of dishonesty?

6.4 Attachment 2 - Qualifications Package

78 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

26 Yes No
“No” = 5 points “Yes” = subtract 5 points

If “yes,” identify on a separate signed page the person or persons convicted, the court (the county if a state court, the district or location of the federal court), the year and the criminal conduct.

Bonding

21. Bonding capacity: ___________________________

Provide documentation from your surety identifying the following:

Name of bonding company/surety:

Name of surety agent, address and telephone number:

22. If your firm was required to pay a premium of more than one percent (1%) for a performance and payment bond on any project(s) on which your firm worked at any time during the last five (5) years, state the percentage that your firm was required to pay. You may provide an explanation for a percentage rate higher than one percent (1%), if you wish to do so.

5 points if the rate is no more than one per cent
3 points if the rate was no higher than 1.10 per cent
0 points for any other answer

23. List all other sureties (name and full address) that have written bonds for your firm during the last five (5) years, including the dates during which each wrote the bonds:

6.4 Attachment 2 - Qualifications Package

79 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

27 24. During the last fifteen (15) years, has your firm ever been denied bond coverage by a surety company, or has there ever been a period of time when your firm had no surety bond in place during a public construction project when one was required?
Yes No
“No” = 5 points “Yes” = 0 points

If yes, provide details on a separate signed sheet indicating the date when your firm was denied coverage and the name of the company or companies which denied coverage; and the period during which you had no surety bond in place.

Section C. Compliance with Regulatory Requirements

Safety and Workers Compensation

25. Has CAL OSHA cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past t welve (12) years?

NOTE: If you have filed an appeal of a citation, and the Occupational Safety and Health Appeals Board has not yet ruled on your appeal, you need not include information about it.

Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” if more than 2 such instances

If “yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If

6.4 Attachment 2 - Qualifications Package

80 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

28 the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.

26. Has the Federal Occupational Safety and Health Administration cited and assessed penalties against your firm in the past twelve (12) years?

NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.

Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” or if more than 2 such instances

If “yes,” attach a separate signed page describing each citation.

27. Has the EPA or any Air Quality Management District or any Regional Water Quality Control Board cited and assessed penalties against either your firm or the owner of a project on which your firm was the contractor, in the past twelve (12) years?

NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.

Yes No
5 points for “No”
3 points for “Yes” indicating 1 such instances
0 points for “Yes” or if more than 2 such instances

If “yes,” attach a separate signed page describing each citation.

28. How often do you require documented safety meetings to be held for construction employees and field supervisors during the course of a project?

5 points for an answer of once each week or more often
0 points for any other answer

29. List your firm’s Experience Modification Rate (EMR) (California workers’

6.4 Attachment 2 - Qualifications Package

81 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

29 compensation insurance) for each of the past three premium years:

NOTE: An Experience Modification Rate is issued to your firm annually by your workers’ compensation insurance carrier.
(2025)

(2024)

(2023)
5 points for three-year average EMR of .95 or less
3 points for three -year average of EMR of more than .95 but no more than

1.10 1point for three-year average of EMR of more than 1.10 but no more than

1.15 0 points for any other EMR more than 1.15

If your EMR for any of these three years is or was 1.00 or higher you may, please attach a letter of explanation.

30. Within the last fifteen (15) years has there ever been a period when your firm had employees without workers’ compensation insurance or state -approved self - insurance?
Yes No
5 points for “No”
0 points for any other answer

If “yes,” please explain the reason for the absence of workers’ compensation insurance on a separate signed page. If “No,” please provide a statement by your current workers’ compensation insurance carrier that verifies periods of workers’ compensation insurance coverage for the last five years. (If your firm has been in the construction business for less than five years, provide a statement by your workers’ compensation insurance carrier verifying continuous workers’ compensation insurance coverage for th e period that your firm has been in the construction business.)

Prevailing Wage Compliance Record

31. Has there been any occasion during the last fifteen (15) years in which your firm was required to pay either back wages or penalties for your own firm’s failure to comply with the State’s prevailing wage laws?

6.4 Attachment 2 - Qualifications Package

82 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

30 NOTE: This question refers only to your own firm’s violation of prevailing wage laws, not to violations of the prevailing wage laws by a subcontractor.

Yes No
5 points for “No”
0 points for any other answer

If "yes", attach a separate signed page or pages, describing the nature of each violation, identifying the name of the project, the date of its completion, the public agency for which it was constructed; the number of employees who were initially underpaid and the amount of back wages and penalties that you were required to pay.

32. During the last fifteen (15) years, has there been any occasion in which your own firm has been penalized or required to pay back wages for failure to comply with the Federal Davis-Bacon prevailing wage requirements?
Yes No
5 points for “No”
0 points for any other answer

If “yes,” attach a separate signed page or pages describing the nature of the violation, identifying the name of the project, the date of its completion, the public agency for which it was constructed; the number of employees who were initially underpaid, the amount of back wages you were required to pay along with the amount of any penalty paid.

6.4 Attachment 2 - Qualifications Package

83 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

31 PART III SIMILAR PROJECT EXPERIENCE QUESTIONNAIRE

Part III is a verification of the answer provided in Part I Essential Requirements. Part IIIA (Contractor Experience Requirements) verifies Question 6.

Respondents whose experience is not verifiable according to the following criteria shall be disqualified as failing to meet the Essential Requirements.

Part IIIA—Contractor Experience Requirements

Contractor shall p rovide information about three (3) recent comparable projects, all of which must have been successfully completed within the last ten (10) years. All 3 projects must meet the minimum criteria:

1. Minimum project value of $3,000,000

2. Projects must be similar in size or complexity to any combination of the following project types:
• At least three (3) projects involving installation of large capacity pumps, engines, and associated mechanical & electrical systems; and • At least three (3) project involving structural retrofit or rehabilitation of marine reinforced concrete structures.

The Contractor may submit work where they were the subcontractor or GC but must have experience performing or being prime contractor for both.

6.4 Attachment 2 - Qualifications Package

84 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

32 General Contractor Experience Requirements: Reference 1

Project Name:

Location:

Owner: ________
Owner Representative, address, email and phone number: ____________

Architect or Engineer, address, email and phone number:

Description of Project, Scope of Work Performed:

__________________________________________________________

___________________________________________________________

Percentage of Base Contract subcontracted: _________________

Total Value of Construction breakdown with initial contract award/final contract

sum:

Original Scheduled Completion Date:_____________

Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______

Actual Date of Completion: __________

6.4 Attachment 2 - Qualifications Package

85 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

33 General Contractor Experience Requirements: Reference 2

Project Name:

Location:

Owner: ________
Owner Representative, address, email and phone number: ____________

Architect or Engineer, address, email and phone number:

Description of Project, Scope of Work Performed:

__________________________________________________________

___________________________________________________________

Percentage of Base Contract subcontracted: _________________

Total Value of Construction breakdown with initial contract award/final contract

sum:

Original Scheduled Completion Date:_____________

Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______

Actual Date of Completion: __________

6.4 Attachment 2 - Qualifications Package

86 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

34 General Contractor Experience Requirements: Reference 3

Project Name:

Location:

Owner: ________
Owner Representative, address, email and phone number: ____________

Architect or Engineer, address, email and phone number:

Description of Project, Scope of Work Performed:

__________________________________________________________

___________________________________________________________

Percentage of Base Contract subcontracted: _________________

Total Value of Construction breakdown with initial contract award/final contract

sum:

Original Scheduled Completion Date:_____________

Initial Contract time in days:_____ Time Extensions granted in Days:______ Days Liquidated damages assessed:_______

Actual Date of Completion: __________

6.4 Attachment 2 - Qualifications Package

87 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

35 PART IV ORGANIZATIONAL RESOURCES

Staff Roster/Functions

1. Contractor shall furnish an organization chart that includes all supervisory positions anticipated to be assigned to the Project. Indicate therein which ones are full time on site and which are part time.

List key members of your staff whom you consider candidates to be assigned to work as a full -time team member resident on this Project and complete all requested information as shown below.

Key, full-time candidate team members must include, without limitation:

1. Project Manager and 2. Superintendent. Use separate sheets of paper that contain all of the following information:

Name:

Job Title: ____________________________________________ _

Number of Years with Firm: _______________________________

Proposed Function on the Project: _ ________________________

Number of Years in Current Position: _____________________

Number of Projects (in job function) Completed: _______________

Number of Years in Construction Industry: ____________________

Include a minimum of two (2) projects, in a supervisory role, of similar type and scale as described in Section III: Similar Pr oject Experience Questionnaire. On separate sheet provide project description, value, dates of construction, references and reference contact information for each project.

6.4 Attachment 2 - Qualifications Package

88 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

36 I, the undersigned, certify and declare that I have read all the foregoing answers to this pre-qualification questionnaire and know their contents. The matters stated in the questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California, that the foregoing is correct.

________________________________ _____________________ Signature Date

____________________________________
Print Name

6.4 Attachment 2 - Qualifications Package

89 CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

37 ATTACHMENT A

PROJECT REFERENCE DRAWINGS

AND DRAFT RENDERINGS

6.4 Attachment 2 - Qualifications Package

90 SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848TITLE SHEET CITY OF FOSTER CITYDEPARTMENT OF PUBLIC WORKSPLANS FOR CONSTRUCTIONT1-800-227-2600RELAECIVRESUNDERGRONUDLLACGIDUOYEBEFORASU1-800-227-2600CIP 301-717 NO SCALEVICINITY MAPSAN JOSEHALF MOON BAYBELMONT1280921880101Bay280FREMONT17880680101 101
Pacific Ocean11SAUSALITOSAN FRANCISCOFranciscoOAKLAND80San10110168080 58080
9288068080580MILLVALLEY
DRAWING INDEXSHEET NO.DRAWING NO.TITLE1T1TITLE SHEET2G1GENERAL NOTES ABBREVIATIONS3G2PHASING PLAN4D1DEMOLITION - 15D2DEMOLITION - 26D3DEMOLITION - 37D4DEMOLITION - 48D5DEMOLITION - 59D6DEMOLITION DETAIL 110C1IMPROVEMENT PLAN VIEW11C2PLAN VIEW ELEVATIONS12C3IMPROVEMENT SECTIONS - 113C4IMPROVEMENT SECTIONS - 214C5IMPROVEMENT SECTIONS - 315C6IMPROVEMENT SECTIONS - 416C7IMPROVEMENT SECTIONS - 517C8DETAILS - 118C9DETAILS - 219C10DETAILS - 320C11DETAILS - 421S0.1GENERAL NOTES & BASIS OF DESIGN22S0.2MATERIALS LIST & GENERAL INFORMATION23S0.3TESTING & SPECIAL INSPECTIONS24S1.1TYPICAL DETAILS NO. 125S1.2TYPICAL DETAILS NO. 226S2.0PUMP STATION FOUNDATION PLAN27S2.1PUMP STATION FLOOR PLANS28S2.2PUMP STATION ROOF PLANS29S3.0STRUCTURAL DETAILS NO. 130S3.1STRUCTURAL DETAILS NO. 231S3.2STRUCTURAL DETAILS NO. 332S3.3STRUCTURAL DETAILS NO. 433S4.0WALL ELEVATIONS NO. 134S4.1WALL ELEVATIONS NO. 235S4.2WALL ELEVATIONS NO. 336GE-1ELECTRICAL LEGEND37GE-2ELECTRICAL STANDARD DETAILS38E-1SINGLE LINE DIAGRAM39E-2ELEVATION AND SCHEDULES40E-3ELECTRICAL PLAN DRAWING41E-4ACTUATORS CONTROL SCHEMATIC42E-5ANNOTATED PHOTOS43E-6PARTIAL NETWORK ARCHITECTURE DIAGRAM

PROJECT LOCATIONPROJECT LOCATIONNLOCATION MAPNO SCALE

LAGOON PUMP STATIONREHABILITATION AND CAPACITYENHANCEMENT PROJECT 1T1
E THIRD AVECA HWY 92
US HWY 101FOSTER CITY BLVD

6.4 Attachment 2 - Qualifications Package

91 LEGENDTO BE DEMOLISHEDNEW FEATUREEXISTING FEATURE(N) CONCRETE(E) CONCRETEEARTH SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848GENERAL NOTES ABBREVIATIONS GENERAL NOTES:1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GENERAL AND SPECIFIC PROVISIONS, STANDARD DRAWINGS,AND REQUIREMENTS OF THE CITY OF FOSTER CITY.2.NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE DIRECTOR OFPUBLIC WORKS/CITY ENGINEER.3.CONTRACTOR AGREES TO ASSUME ALL COSTS AND COMPLETE RESPONSIBILITY FOR UTILITIES CONTIGUOUS WITH AND/ORCONFLICTING WITH THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL REMAINCONTINUALLY AND NOT BE LIMITED TO NATURAL WARNING, HOLDING, AND ALL THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, DAMAGES, OR LIABILITYARISING OUT OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE SOLENEGLIGENCE OF THE CITY OR ENGINEER.4.CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERSPERTAINING TO EXCAVATION AND TRENCHING. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR EXCAVATION SHORINGDESIGN AND INSTALLATION.5.INFORMATION CONCERNING UNDERGROUND UTILITIES IS NOT GUARANTEED; LOCATIONS SHOWN ON THE PLANS AREAPPROXIMATE ONLY. CONTRACTOR SHALL REQUEST THAT UNDERGROUND UTILITIES BE LOCATED AND MARKED IN THEFIELD A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION BY CALLING USA NORTH AT 811.6.EXISTING UTILITIES SHALL BE LEFT IN PLACE DURING CONSTRUCTION. BRACING, SHORING AND SUPPORT FOR EXISTINGUTILITIES SHALL BE APPROVED BY THE APPLICABLE UTILITY. THE ENGINEER, CONTRACTOR SHALL NOTIFY UTILITYCOMPANIES AT LEAST 5 DAYS IN ADVANCE OF THE START OF ANY RELATED CONSTRUCTION ACTIVITY.7.CONTRACTOR SHALL NOTIFY THE CITY OF FOSTER CITY AT LEAST 48 HOURS IN ADVANCE OF THE START OF ANYCONSTRUCTION ACTIVITY. ALL SUBMITTALS REQUIRED BY CONTRACT SPECIFICATIONS SHALL BE PROVIDED TO THEENGINEER PRIOR TO THE START OF CONSTRUCTION. ANY TEMPORARY SUSPENSION OF THE WORK OR SUBSEQUENTRESUMPTION OF WORK REQUIRES THE NOTIFICATION OF THE CITY AND THE ENGINEER.8.CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TOPROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.9.ALL IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL LOCATION ANDCONDITION OR THE CONTRACTOR SHALL CONSTRUCT NEW MATERIALS AS DIRECTED BY THE ENGINEER.10.CONTRACTOR TO PROVIDE TEMPORARY FENCING AND GATES WHENEVER AND WHEREVER EXISTING FENCING AND GATESARE REMOVED FOR CONSTRUCTION PURPOSES.11.CONSTRUCTION WATER SHALL BE OBTAINED THROUGH A METER OBTAINED FROM CALIFORNIA WATER SERVICE COMPANY.CONTACT (650) 558-7800 FOR DETAILS. A DEPOSIT IS REQUIRED.12.ALL SURPLUS OR WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY AND LEGALLYDISPOSED OF.13.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE WORK SITE IN A CLEAN AND ORDERLY CONDITION AT ALLTIMES.14.CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE AND WATER COURSES. ALL DRAINAGE FACILITIES SHALL BE RESTOREDTO EXISTING CONDITIONS OR BETTER UPON COMPLETION OF CONSTRUCTION.15.MATERIALS AND EQUIPMENT SHALL NOT BE STORED IN THE PUBLIC RIGHT-OF-WAY, NOR SHALL CONTRACTOR PERMITVEHICLES TO ENTER WATER COURSES, UNLESS APPROVED BY THE ENGINEER. ALL MATERIALS, TRANSPORTATION,EQUIPMENT, TOOLS, SUPPLIES, AND OTHER ITEMS NECESSARY TO COMPLETE THE PROJECT SHALL BE FURNISHED BY THECONTRACTOR. ALL EQUIPMENT SHALL BE IN GOOD WORKING ORDER.16.CONTRACTOR SHALL MAINTAIN MATERIAL STORAGE AND STAGING AREAS IN A CLEAN AND SAFE CONDITION.

ABBREVIATIONSAPPROX.APPROXIMATELYCLCENTERLINEØDIAMETERELEV. , EL.ELEVATION(E)EXISTINGFRPFIBER-REINFORCED POLYMERHDPEHIGH DENSITY POLYETHYLENEMIN.MINIMUM(N)NEWO.C.ON-CENTERPLPLATEPSIPOUNDS PER SQUARE INCHREQ'DREQUIREDRAGDRIGHT ANGLE GEAR DRIVESSSTAINLESS STEELTSTUBE STEELTYPTYPICALWSEWATER SURFACE ELEVATIONW/WITH 2G1

6.4 Attachment 2 - Qualifications Package

92 1
26343457
133
31234
4 65
6 3
12 45
789
10 SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 NPHASE 1 NOTES:INSTALL COFFER DAM ON LAGOON TO ISOLATE EASTERN WETWELL FROM THE LAGOON.INSTALL BAY SIDE BULKHEAD AT THE CULVERT DISCHARGE TO SAN FRANCISCO BAY TO PREVENT TIDAL BACKFLOW INTO THE AFTERBAY.DEWATER AND AND CLEAN THE WETWELL AND AFTERBAYREHABILITATE AFTERBAY CONCRETE AND WALKWAY.WITH THE WETWELL DEWATERED, PERFORM STRUCTURAL INSPECTIONS OF THE WETWELL.INSTALL BULKHEADS AT THE LOW-LEVEL FLAP GATES WITHIN THE AFTERBAY TO ALLOW FOR SAFE WORK WITHIN THE WETWELL.REMOVE BULKHEAD AT THE SAN FRANCISCO BAY.

PHASE 1 - IN WATER WORK #1SCALE: 1" = 20'
PHASE 4 - OUT OF WATER WORKSCALE: 1" = 20'
PHASE 2 - EASTERN WETWELL REHABILITATIONSCALE: 1" = 20' 21 PHASE 2 NOTES:REHABILITATE WETWELL.INSTALL NEW PUMPS.INSTALL STOP LOGS, TRASH RACKS, DIVIDER WALLS, AND FORMED SUCTION INTAKES.CONSTRUCT REPLACEMENT WALKWAY OVER EASTERN WETWELL.2134 N
PHASING PLAN21

PLAN VIEWROOF PLAN
345
345
67 PHASE 3 - IN WATER WORK #2SCALE: 1" = 20'
PHASE 3 NOTES:REMOVE COFFERDAM IN THE LAGOON THAT ISOLATES THE EASTERN WETWELL.INSTALL A COFFERDAM IN THE LAGOON TO ISOLATETHE WESTERN WETWELL FROM THE LAGOON.INSTALL A BULKHEAD AT THE CULVERT DISCHARGETO SAN FRANCISCO BAY.DEWATER THE AFTERBAY AND THE BOX CULVERT.REMOVE THE BULKHEAD ON THE LOW-LEVEL FLAPGATES AND REPLACE LOW-LEVEL GATES.REHABILITATE WETWELL.INSTALL TRASH RACKS AND DIVIDER WALLS.CONSTRUCT REPLACEMENT WALKWAY OVERWESTERN WETWELL.REMOVE COFFERDAM IN THE LAGOON THE WESTERNWETWELL.REMOVE BULKHEAD AT THE CULVERT DISCHARGE TOSAN FRANCISCO BAY. 213456
PHASE 4 NOTES:INSTALL (N) PUMPING EQUIPMENTCONSTRUCT ELECTRICAL AND MECHANICAL EQUIPMENT AND IMPROVEMENTSCONSTRUCT BUILDING MODIFICATIONS AND SEISMIC IMPROVEMENTSINSTALL ROOF OPENING TO FACILITATE INSTALLATION OF (N) PUMPS AND ENGINES (TYP OF 4)INSTALL ENGINE EXHAUST SYSTEMREPLACE ROOFING MEMBRANE5 78910N N
3G2

6.4 Attachment 2 - Qualifications Package

93 CEBA(E) WALKWAY TO BEREMOVED(E) ENGINE TO BEREMOVED (TYP OF 2)(E) WALKWAY TO BE REMOVEDREMOVE (E) WOOD TRASH RACKS

REMOVE (E) HDPE TRASH RACKS
REMOVE (E) 84" X 84"FLAP GATE (TYP OF 4)
D
(E) PUMP AND FRAMING TO BEREMOVED (TYP OF 2), SEE DETAIL REMOVE (E) WEIRGATE (TYP OF 8)SAVE FORRECONDITIONING
1D6
REMOVE (E) 66" Ø PUMPDISCHARGE FLAP GATE(TYP OF 2)REMOVE (E) 66" X 66"PUMP DISCHARGE FLAPGATE (TYP OF 2)(E) ENGINE, GEAR DRIVE,PUMPS, AND SUPPORT FRAMETO REMAIN (TYP OF 2) D3D2
FOR ELECTRICAL DEMOLITION, SEEELECTRICAL SHEETSD1D1D4
REMOVE (E)SAFETY RAILINGREMOVE 84" X 84" (E)FLAP GATE (TYP OF 4)REMOVE (E)CONCRETE WALKWAYREMOVE (E) 66" ØPUMP DISCHARGEFLAP GATE (TYP OF 2)REMOVE (E) 66" X 66"DISCHARGE FLAPGATE SAW CUT AND REMOVECONCRETE ROOF, SEE LIMITSOF DEMOLITION ON SHEET D-4(TYP OF 4)REMOVE (E) ENGINE GEARDRIVE, PUMP, AND SUPPORTFRAME (TYP OF 2)REMOVE (E) LOUVER,AND INFILL PERSTRUCTURALSHEETSREMOVE (E) WATERPROOFING MEMBRANE SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 N
DEMOLITION - 1PUMP ROOM PLANSCALE: 1" = 10'
AFTER BAY - SECTION SCALE: 1" = 10'A-
SECTION VIEWSCALE: 1" = 10'B- 4D1
P1P2P3P3

6.4 Attachment 2 - Qualifications Package

94 (E) PUMP AND ENGINETO BE REMOVED(TYP OF 2)REMOVE (E) BAY SIDECONCRETE WALKWAYREMOVE (E) LAGOONSIDE CONCRETEWALKWAYREMOVE (E) WOOD TRASH RACK (TYP OF 2)REMOVE (E) 84" X 84"FLAP GATES(TYP OF 4) REMOVE CONCRETE FOREQUIPMENT PLACEMENT(TYP OF 4), SEE ROOFDEMOLITION PLAN REMOVE (E) PLYWOODCOVER OVER PENETRATIONREMOVE (E) WEIR GATES ANDACTUATORS (TYP OF 4)(E) HOIST SYSTEM TO REMAIN

REMOVE (E) CONCRETE ASREQ'D FOR (N) CONCRETEFLOOR KEY (TYP)

REMOVE (E) ROOFWATERPROOFING (TYP)
4'-0"1'21'-9"
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 2SCALE: 1/4" = 1'SECTION VIEWCD2 5D2

6.4 Attachment 2 - Qualifications Package

95 REMOVE (E) BAY SIDECONCRETE WALKWAYREMOVE (E) LAGOONSIDE CONCRETEWALKWAYREMOVE (E) HDPE TRASH RACK (TYP OF 2)REMOVE (E) LOWER LEVEL FLAPGATES (TYP OF 4)REPAIR (E) DAMAGED CONCRETE REMOVE CONCRETE FOR EQUIPMENTPLACEMENT (TYP OF 4),SEE ROOF DEMOLITION PLAN (E) PUMP TO REMAIN(E) ENGINE TO REMAIN(E) FUEL SYSTEM TO REMAINREMOVE (E) PUMP DISCHARGEFLAP GATE (TYP OF 4)

REMOVE ANDREHABILITATE (E) WEIRGATES AND ACTUATORS
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 3SCALE: 1/4" = 1'SECTION VIEWDD3 6D3

6.4 Attachment 2 - Qualifications Package

96 REMOVE (E) WOOD LATTICE TRASH RACKS
REMOVE (E) HDPE TRASH RACKSREMOVE (E) CONCRETE STAIRS(TYP OF 2)

REMOVE (E) STAIRSREMOVE (E) STAIRS
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 4SCALE: 1/4" = 1'SECTION VIEWED4 7D4

6.4 Attachment 2 - Qualifications Package

97 REMOVE (E)CONCRETE(TYP OF 4)11'(TYP) 24'-6"7'
114'
18'18'18'

EXHAUST HOLES FROMORIGINAL CONSTRUCTIONEXHAUST HOLESFROM (E) ENGINES 7'7'18'-5"
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION - 5ROOF DEMOLITION PLANSCALE: 1" = 10'8D5N

6.4 Attachment 2 - Qualifications Package

98 REMOVE (E) STEELSUPPORTS (TYP OF 4)REMOVE (E) PUMPAA

REMOVE (E) PUMP SUPPORT SYSTEMREMOVE (E) RAGD, PUMP, AND PUMP PLATE SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DEMOLITION DETAIL 1PUMP HOLE PLANSECTION A-APUMP AND FRAMING DEMOLITION DETAILSCALE: 1/2" = 1'1D6 9D6

6.4 Attachment 2 - Qualifications Package

99 D
BREPLACE LOWER LEVEL84" X 84" FLAP GATES(TYP OF 4)INSTALL DIESELENGINE AND PUMP(TYP OF 2)INSTALL TRASH RACK, SEEDETAILSREPLACE (E)CONCRETE WALKWAYREPLACE (E) CONCRETESTAIRCASE (TYP OF 2)SEE DETAIL INSTALL REFURBISHED (N)WEIR GATES (TYP OF 4),SEE NOTE 1 ECINSTALL TEMPORARYSTOP LOGS(E) PUMP, RAGD, & ENGINETO REMAIN (TYP OF 2) REPLACE (E) 60" PUMPDISCHARGE FLAP GATE(TYP OF 4)AREPLACE (E) CONCRETEWALKWAY INSTALL CONCRETEDIVIDER WALLS (TYP OF 8)XXXXREPLACE (E)STAIRCASE (TYP OF 2)SEE DETAILXX C5C6
C3C4
C7P1P2P3P4
REPLACE GRATING INWALKWAY (TYP OF 4)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 N
IMPROVEMENT PLAN VIEWPUMP ROOM PLANSCALE: 1" = 10'NOTES:1.CITY SHALL PROVIDE CONTRACTOR WITH FOUR (4) NEW-OLD STOCK WEIRGATES. CONTRACTOR SHALL REPLACE ALL SEATING FACES, SEALS,GASKETS, AND OTHER WEAR ITEMS.2.CONTRACTOR SHALL REPLACE GATE STEM AND INSTALL NEW, COMPATIBLEACTUATOR AND STAND.10C1

6.4 Attachment 2 - Qualifications Package

100

12" CONCRETE WALL (TYP OF 8)SEE STRUCTURAL SHEETS FORDETAILS8' (TYP) INSTALL FSI PER MFRRECOMMENDATIONS(TYP OF 2)8'-5" (TYP)8'-6" (TYP)5'-1"(TYP) INSTALL 2-FT CONCRETESLAB, SEE STRUCTURALSHEETS
11' (TYP)11' (TYP)5INSTALL WATERPROOFING (TYP),SEE DETAILS18'-5" (TYP)1C10

FILL EXHAUST HOLES FROMORIGINAL CONSTRUCTIONEXHAUST HOLESFOR (E) PUMPS INSTALL SAFE-AIR DOWCOFORMED STEEL LOUVEREDPENTHOUSE, 120" X 120" X36" OR APPROVED EQUAL(TYP OF 4), SEE DETAILC10 2C10 (E) EXHAUST HOLES FROMORIGINAL CONSTRUCTION,SEE NOTE 1.

SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 PLAN VIEW: ELEV. 91.00' SCALE: 1" = 10'
PLAN VIEW: ELEV. 86.67' SCALE: 1" = 10'
PLAN VIEW ELEVATIONSPLAN VIEW: ROOFSCALE: 1" = 10'
N
N
N
NOTES:1.(N) EXHAUST PIPES ARE TO BE FED THROUGH (E) ROOF HOLES FROMORIGINAL CONSTRUCTION. CONTRACTOR TO COORDINATE REQ'DPENETRATION SIZE W/ SELECTED ENGINE EXHAUST DESIGN.11C2

6.4 Attachment 2 - Qualifications Package

101

EL. 111.17'INSTALL SAFETYRAILING
EL. 90.00'
INSTALL CONCRETEWALKWAYINSTALL 60" Ø PUMPDISCHARGE FLAPGATE (TYP OF 4)INSTALL LOWER LEVEL84" X 84" FLAP GATES(TYP OF 4) INSTALL SAFE-AIR DOWCOFORMED STEEL LOUVEREDPENTHOUSE, 120" X 120" X 36" ORAPPROVED EQUAL (TYP OF 4) SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SCALE: 1/4" = 1'SECTION VIEWAC3
IMPROVEMENT SECTIONS - 112C3

6.4 Attachment 2 - Qualifications Package

102

EL. 108.17'EL. 101.00'
EL. 131.83'
EL. 84.67'REHABILITATE CONCRETEIN PUMP BAY (TYP)
INSTALL DIESELENGINE AND PUMP(TYP OF 2)
WINTER NORMAL WSE. 98.7'SUMMER RAISED WSE. 99.4'MINIMUM WINTER WSE. 98.0'EL. 86.67' EL. 104.50'

FILL GAP FROM REMOVEDLOUVER, SEE STRUCTURALDRAWINGS
INSTALL FSI PER MFRREQUIREMENTS (TYP OF 4)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SCALE: 1/4" = 1'SECTION VIEWB
IMPROVEMENT SECTIONS - 2C4 13C4
P1P2P3P4

6.4 Attachment 2 - Qualifications Package

103

LOWEST GATE EL. 93.67'INSTALL (N) REINFORCEDCONCRETE WALKWAY,SEE STRUCTURAL SHEETS

INSTALL SAFETY RAILINGSEE DETAIL
INSTALL 84" X 84" FLAP GATE(TYP OF 4)REHABILITATECONCRETE INPUMP BAY (TYP)INSTALL 60" Ø GATE (TYP OF 4) (E) SLIDE GATEINSTALL STOPLOGS, SEE DETAILEL. 91.00EL. 84.67' EL. 111.00'EL. 102.11'
INSTALL ROOFHATCH (TYP OF 4),SEE DETAIL
DIESEL ENGINE(TYP OF 2)
WINTER NORMAL WSE. 98.7'SUMMER RAISED WSE. 99.4'
INSTALL CONCRETEWALKWAY, REFER TOSTRUCTURAL SHEETSHIGH TIDE EL. 106.3'MEAN HIGH WATER EL. 103.52'CL EL. 102.88'MINIMUM WINTER WSE. 98.0'XXTEMPORARY COFFER DAM XXGRATING WALKWAY,SEE DETAIL1C9TRASH RACK,SEE DETAIL1C8 XX
RIGHT ANGLE GEAR DRIVECOMPATIBLE W/ PUMP ANDDRIVE ENGINE (TYP OF 2) STORMWATER PUMP W/FORMED SUCTION INLETCASCADE MODEL 66AM ORAPPROVED EQUAL (TYP OF 2)SECURE FORMED SUCTIONINLET TO WETWELL FLOORPER MANUFACTURERREQUIREMENTS (TYP)EL. 86.67'

REPAIR (E) EXHAUSTPENETRATION
MURCAL CLUTCH(TYP OF 2)SHEET METAL PLENUMCONNECT TO ENGINE W/VIBRATION ISOLATING FLANGE BOLTING COUPLING(TYP OF 2)
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 3C 14C5C5

6.4 Attachment 2 - Qualifications Package

104

INSTALL TRASHRACK (TYP),SEE DETAIL
INSTALL 12" CONCRETE BAYWALLS (TYP OF 2 PER BAY)XXINSTALL SAFETY RAILING,SEE DETAIL1C84'-11" (TYP)16'-10" ± (TYP) 5'-712" (TYP)
1' (TYP)
(E) LOUVER TO REMAIN(TYP OF 4)INSTALL STAIRCASE TOMATCH (E)INSTALL STAIRCASE TOMATCH (E) SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 4DC6 15C6

6.4 Attachment 2 - Qualifications Package

105

EL. 91.00'
EL. 102.11'9'7'XXGRATING WALKWAY,SEE DETAILPUMP BAY DIVIDER WALL(TYP OF 2 PER PUMP BAY)(E) WETWELL FLOOR CONCRETE WALKWAY,SEE STRUCTURAL PLANS4'-9"
TRASH RACK(TYP OF 12),SEE DETAIL1C8
SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848 SECTION VIEW SCALE: 1/4" = 1'
IMPROVEMENT SECTIONS - 5EC7 16C7

6.4 Attachment 2 - Qualifications Package

106

HDPE TRASH RACK NOTSHOWN FOR CLARITYTOP OF WALKWAYMC 6X18 (TYP)W8X24 (TYP) L8x4x1/2 (TYP)
A
A
BB
C C 114" Ø FRP TRASHRACK ROD(TYP OF 12)6" HDPE TRASH RACKBLADE (TYP) W8X2412"X912"X12" PLATE58"X512" ANCHOR BOLT(TYP OF 4 PER MOUNT) MC6X181/4"58"X512" ANCHOR BOLT@ 12" OCS MIN 3 PERMEMBER (TYP)112" (TYP)6"6"112" (TYP) 1'-5116"112"112"112"112"1'-0"112"112"TS 10x65/8" PL34"Ø BOLT, TYP2"±4"± (TYP)3"± TS 10X65/8" PL3/4"Ø BOLTSTAINLESS, TYP(EMBED 4")1/2" BOTTOM PL1'-2116" REMOVE CONCRETE ANDREPLACE WITH GROUT AFTERFRAME INSTALLATION.D D SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 1TRASH RACK DETAILSCALE: 1" = 1'-0"1C8 1/2" MAXIMUM1/4"1/4" 25°
1/4"SECTION B-BSCALE: NTSSECTION A-ASCALE: 1" = 1'

CUT CHANNELPARALLEL TOBOTTOM OFWALKWAY
SEE DETAIL 1DETAIL 1SCALE: NTS
SECTION D-DSCALE: NTS
HDPE TRASH RACK BLADES,12" THICK x 6" (TYP)114" Ø FRP TRASHRACK ROD (TYP)SECTION C-CSCALE: NTS FRONT VIEWSCALE: 1" = 1'
17C8

TRIM CHANNEL TOBUTT CLOSELY TOHORIZONTAL SUPPORT(TYP WHERE OCCURS)

6.4 Attachment 2 - Qualifications Package

107

PIPE, DUCT OR CONDUIT PENETRATIONDRY SIDEWET SIDE(E) CONCRETEWALLFILL ANNULAR SPACEW/ NON-SHRINKGROUTPLASTIC WALL SLEEVE TO MATCHLINKSEAL SPECIFICATIONINSTALL LINKSEAL OREQUAL PERMANUFACTURER'SRECOMMENDATIONSAABB SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 2 PIPE PENETRATION DETAILSCALE: NTS2
STOP LOG MOUNTINGSCALE: NTS1C9SECTION A-ASECTION B-B
C9
18C9

ELEVATION

6.4 Attachment 2 - Qualifications Package

108

NOTES:1.CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE ROOFING SYSTEM IN CONFORMANCE W/MANUFACTURER REQUIREMENTS. ROOFING SYSTEM SHALL BE PROVIDED WITH A 20 YEAR MANUFACTURERWARRANTY.2.ROOFING SYSTEM SHALL BE INSTALLED BY A MANUFACTURER CERTIFIED INSTALLER.3.ROOF-MOUNTED EQUIPMENT SHALL BE INSTALLED IN A MANOR THAT MAINTAINS THE INTEGRITY OF THEROOFING SYSTEM.ROOF DECK PER STRUCTURAL SHEETSVAPOR BARRIERSIKA VAPOR RETARDER SA 31PVC ROOFING MEMBRANESARNAFIL G410-60TWO COMPONENT FOAMABLEPOLYURETHANE ADHESIVESARNACOL AD1/2" PRIME ROOF BOARDGEORGIA PACIFIC DENSDECKW/ EONIC TECHNOLOGYINSULATION BOARD SARNATHERM CG (25 PSI)VARY THICKNESS TO SLOPE PER ROOF PLANNOTES:1)METAL EXTENDER PIECE IS REQUIRED IF COUNTERFLASHINGFASCIA IS LESS THAN 4" WIDE, FASTENED 12" O.C. WITHGROMMETTED FASTENER.2)INSTALL METAL COUNTERFLASHING AS REQUIRED TO MEETLOCAL CODES AND REQUIREMENTS.3)INSTALLATION SHALL CONFORM TO VELUX COMMERCIALSKYLIGHT INSTALLATION INSTRUCTIONS.SPECIFIED SARNAFIL SECUREMENTSARNAFIL FLASHINGADHERED TO ACCEPTABLE SUBSTRATEVELUX CURB MOUNTED COMMERCIAL SKYLIGHT SYSTEM8" MINROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSVAPORBARRIERSKYLIGHTCURBROOFING MEMBRANEHOT-AIR WELD FLASHING TOROOFING MEMBRANE

SKYLIGHT FLASHING SYSTEM
CONE FLASHING,SARNAFIL FLASHING MEMBRANESTAINLESS STEEL HOSE CLAMPSIKAFLEX-1A8" MIN1" MINCONDUITROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSSARNAFASTENER AND SARNADISCSARNAFIL BASE FLASHINGROOFING MEMBRANEHOT-AIR WELD BASE FLASHING TOROOFING MEMBRANEHOT-AIR WELD CONE FLASHINGTO BASE FLASHING NOTES:1.ROOF DRAINS SHALL BE ZURN MODEL ZM1715 WITH TYPE 316 SS BODY2.DRAIN BODY, CLAMPING RING, AND DRAIN ACCESSORIES ARE TO BE CLEANEDFREE OF ALL CONTAMINATES PRIOR TO INSTALLATION OF ROOFING MEMBRANE.3.FOR SUMPS GREATER THAN 3/12 SLOPE, REFER TO STEEP SUMP TECHNICALBULLETINS.

SPECIFIED SARNAFIL SECUREMENTSIKAFLEX-1A ONLYUNDER MEMBRANEAT CLAMPING RINGROOF DRAINCLAMPING RINGROOF DRAIN DOME STRAINERTAPERED EDGE SECURELYFASTENED AS REQUIREDSARNAFIL MEMBRANE FLASHINGROOF DRAIN BODYCAST IN CONCRETE ROOF DECKAT ELEVATION INDICATED IN PLANROOFING MEMBRANEHOT-AIR WELD FLASHING TOROOFING MEMBRANEROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSSARNAFASTENER AND SARNADISCSARNAFIL BASE FLASHINGSTAINLESS STEEL HOSE CLAMP9" MINFIBERGLASSBATTENMETAL CURBSARNAFIL FLASHING MEMBRANERAIN COLLAR WITH HIGH TEMPERATURE SEALANTINSULATED ROOF THIMBLE CONFORMING TONFPA 37 W/ RAIN COLLAR ENGINE EXHAUST PIPING WRAPPED W/INSULATION (TYP OF INSIDE OF BUILDING)ROOFING MEMBRANEHOT-AIR WELD BASE FLASHING TOROOFING MEMBRANEROOF SYSTEMPER DETAIL 1/C18ROOF DECK PER STRUCTURAL SHEETSVAPORBARRIERHOT-AIR WELD FLASHING TO BASEFLASHING SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 3 TYPICAL ROOFING1PENTHOUSE FLASHING SYSTEM2CONDUIT PENETRATION FLASHING SYSTEM3ROOF THIMBLE PENETRATION4ROOF DRAIN5C10C10C10C10C10 19C10

6.4 Attachment 2 - Qualifications Package

109

128"102"9" AA B
B110"84"PUMP,LOCATIONPUMP PLATENOTES:1.PUMP WILL NEED TO BE PLACED BY ROTATING PUMP 90° THROUGHTHE HOLE AND THEN ROTATED AGAIN TO FINAL POSITION9"36"24"84"9"9"12"12" SHEET OF 42CHECKED:CDADRAWN:JMDESIGN:GMASCALE:AS SHOWNDATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848DETAILS - 4PUMP HOLE PLAN DETAILSCALE: 12" = 1'SECTION B-BSECTION A-AEXISTING HOLECONCRETE FILLPUMP AND PLATE PLACEMENT CONCERTE LIPAPPROX. 1"
110"
9"
9"
1C11
20C11

6.4 Attachment 2 - Qualifications Package

110

GENERAL NOTES & BASIS OF DESIGN

1.REFER TO THE SPECIFICATIONS FOR COMPLETE REQUIREMENTS. MORE STRINGENT REQUIREMENTSCONTROLS WHERE INFORMATION SHOWN ON DRAWING AND IN SPECIFICATIONS ARE IN CONFLICT.2.CONSTRUCTION SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE, CURRENT EDITION3.DETAILS OF THE CONSTRUCTION NOT FULLY SHOWN OR NOTED ON THE DRAWINGS NOR CALLED FORIN THE SPECIFICATIONS SHALL BE OF THE SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONSWHICH ARE SHOWN AS NOTED4.THE WORD "TYPICAL" SHALL MEAN THAT THE INDICATED INFORMATION SHALL BE APPLIED TO ALLSIMILAR CONDITIONS WHETHER OR NOT THE INFORMATION IS SPECIFICALLY REFERENCED, UNLESSOTHERWISE NOTED ON THE DRAWINGS.5.DO NOT SCALE DRAWINGS. SCALE FOR REFERENCE ONLY.6.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE. THECONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH CIVIL, LANDSCAPE, MECHANICAL,PLUMBING, ELECTRICAL, AND ANY OTHER APPLICABLE TRADER DRAWINGS BEFORE COMMENCINGWITH THE WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES REQUIRINGCLARIFICATION OR REVISION.7.THE CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR AND HISSUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ANDNOT LIMITED TO NORMAL WORKING HOURS, AND THE CONSTRUCTION CONTRACTOR AND HISSUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONALHARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGNPROFESSIONAL.

LEVELS:FOUNDATION:ROOF SYSTEM:LATERAL FORCERESISTING SYSTEM:DIAPHRAGMS:CHORDS &COLLECTORS:
1 STORY WITH SPLIT ROOF LEVELSCONCRETE SLAB ON GRADE ON TIMBER AND PRECASTPRESTRESSED CONCRETE PILESREINFORCED CONCRETE SLABREINFORCED CONCRETE SHEAR WALLSREINFORCED CONCRETE SLABCONCRETE BEAMS PUMP STATION BUILDING CONSISTS OF:RETROFIT OF EXISTING FOSTER CITY LAGOONTHE PROJECT CONSISTS OF AN EXISTING PUMP STATION BUILDING IN FOSTER CITY, ORIGINALLY BUILT IN1964. THE STRUCTURE IS COMPRISED OF A LOW AND HIGH ROOF WITH A PUMP PIT BELOW GROUND LEVELDIRECTLY BENEATH THE HIGH ROOF. THE BUILDING IS A REINFORCED CONCRETE SHEAR WALL SINGLESTORY BUILDING.

GENERAL

PROJECT DESCRIPTIONBUILDING DESCRIPTION
BASIS OF DESIGN1.PLANS AND CALCULATIONS FOR THE STRUCTURAL DESIGN ARE BASED UPON GOVERNING CODE:·2025 CALIFORNIA BUILDING CODE·ASCE 7-22·ESTERO MUNICIPAL IMPROVEMENT DISTRICT DRAINAGE PUMP STATION AS BUILTS BY WILSEY,HAM & BLAIR ENGINEERS & PLANNERS, 1964.2.VERTICAL LOADSDEAD LOADSROOF140 PSFLIVE LOADSROOF20 PSFFLOOR200 PSF3.SEISMIC LOADSEQUIVALENT LATERAL FORCE PROCEDUREEXISTING ORDINARY REINFORCED CONCRETE SHEAR WALL FRAMED BUILDINGR = 5Ωo = 2.5Cd = 4.5BUILDING DRIFTMAXIMUM INELASTIC SEISMIC STORY DRIFT = 2% X STORY HEIGHTSEISMIC DESIGN CATEGORY = D RISK CATEGORY = IV Ie = 1.50Ss = 1.78gS1 = 0.67gSITE CLASS = E Sds = 1.05g

1.REFER TO NOTES TITLED "DOCUMENT COORDINATION" FOR REFERENCE TO INFORMATION FOUND ONOTHER DRAWINGS.2.BEAMS, COLUMNS AND BRACES ARE CENTERED ON GRID LINES U.O.N., INFILL BEAMS ARE EQUALLYSPACED BETWEEN GRIDS OR SPECIFICALLY LOCATED MEMBERS U.O.N.3.ALL CLADDING SYSTEMS AND INTERIOR PARTITIONS SHALL HAVE THE ABILITY TO COMPENSATE FORVERTICAL DEFLECTIONS OF 3/4" MIN, U.O.N.4.BEAM PENETRATIONS NOT SHOWN IN THE STRUCTURAL DRAWINGS ARE NOT PERMITTED WITHOUTAPPROVAL OF THE ENGINEER.5.THE DIMENSION BETWEEN EDGE OF SLAB OPENING AND CENTERLINE OF CLOSEST STEEL FRAMINGBEAM SHALL BE 8" FOR BEAMS NOT OTHERWISE SPECIFICALLY LOCATED.6.CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON.7.CENTERLINES OF FOUNDATION GRADE BEAMS COINCIDE WITH CENTERLINES OF WALLS AND FRAMESUON.8.CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON.

TYPICAL PLAN NOTES

1.ONLY LARGE FLOOR AND WALL OPENINGS ARE SHOWN ON STRUCTURAL DRAWINGS. REFER TO CIVILAND OTHER DRAWINGS FOR COMPLETE SCOPE OF OPENINGS AND FOR LOCATIONS AND DIMENSIONS OFALL OPENINGS. REFER TO TYPICAL DETAILS FOR FRAMING AND/OR REINFORCEMENT REQUIREMENTSAROUND OPENINGS.2.REFER TO CIVIL DRAWINGS FOR ELEVATIONS NOT SHOWN AND LOCATION AND SIZE OF SLOPES, STEPS,DEPRESSIONS, BLOCKOUTS, RECESSES, CURBS, PADS, ETC.3.REFER TO CIVIL AND OTHER DRAWINGS FOR SIZES AND LOCATIONS OF EQUIPMENT SUPPORT PADS ANDCURBS AND FOR EQUIPMENT ANCHORAGE/BRACING.4.REFER TO CIVIL AND OTHER DRAWINGS FOR SIZES, LOCATIONS, AND ELEVATIONS OF ITEMS CAST INPLACE OR EMBEDDED IN CONCRETE AND COORDINATE WITH STRUCTURAL ELEMENTS. THESE ITEMSINCLUDE BUT ARE NOT LIMITED TO:·ANCHOR BOLTS, INSERTS, HANDRAIL BASES, AND HANGERS FOR ATTACHMENT OFNON-STRUCTURAL BUILDING COMPONENTS.·SLEEVES, DRAINS, BOXES AND CONDUITS.5.REFER TO CIVIL AND OTHER DRAWINGS FOR SUPPLEMENTARY STRUCTURAL SUPPORTS AND EMBEDDEDATTACHMENTS FOR NON-STRUCTURAL SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED ONTHE STRUCTURAL DRAWINGS, INCLUDING:·STAIRS·RAILINGS·TRASH RACK·FLAP GATES6.REFER TO CIVIL DRAWINGS FOR:·REQUIRED WATERPROOFING AND DRAINAGE SCOPE AND DETAILS. REFERENCE TOWATERPROOFING AND DRAINAGE IN THE STRUCTURAL DRAWINGS IS ONLY FOR THE CONVENIENCEOF THE CONTRACTOR.·REQUIRED EXTENT OF FIREPROOFING AND FIREPROOFING DETAILS FOR STRUCTURAL ELEMENTS.·SCOPE OF CONCRETE SURFACES TO BE TREATED AS "ARCHITECTURAL CONCRETE"·DETAILED SCOPE OF FINISHES FOR STRUCTURAL STEEL INCLUDING GALVANIZING, PAINTING, ANDOTHER COATING.

DOCUMENT COORDINATION

1.THE STABILITY AND INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION SHALL BE MAINTAINEDAT LEVELS GENERALLY ACCEPTABLE WITHIN THE CONSTRUCTION INDUSTRY BY THE USE OF BRACINGAND SHORING UNTIL THE PROPOSED STRUCTURE WORK IS COMPLETED. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING ANDCONSTRUCTION SUPPORTS REQUIRED TO COMPLETE THE PROJECT. NO PORTION OF THE STRUCTURESHOULD BE CONSIDERED TO BE SELF SUPPORTING UNTIL THE ENTIRE VERTICAL AND LATERAL LOADRESISTING SYSTEM IS COMPLETE. THE CONTRACTOR MUST PROTECT AND SHORE ALL EXCAVATIONSWITH BRACING AND SHORING AS REQUIRED TO MAINTAIN SOIL STABILITY.2.THE BRACING AND SHORING SYSTEMS REQUIRED TO PROVIDE TEMPORARY SUPPORT OF THESTRUCTURE DURING CONSTRUCTION MUST BE DESIGNED TO SUPPORT THE DEAD, LIVE, SOIL,EARTHQUAKE AND WIND LOADS THAT MAY BE IMPOSED ON THE STRUCTURE DURING CONSTRUCTIONIN ACCORDANCE WITH INDUSTRY STANDARDS AND GENERALLY ACCEPTED ENGINEERING PRINCIPLES.3.THE CONTRACTOR MUST SUBMIT PROPOSED SHORING, BRACING AND UNDERPINNING SYSTEMS TOTHE ENGINEER FOR REVIEW. THE SUBMITTAL WILL BE REVIEWED ONLY IN SO FAR AS THE DETAILSAFFECT THE CHARACTER OF THE FINISHED WORK, BUT THE DETAILS OF DESIGN WILL BE LEFT TO THECONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE SUCCESSFUL COMPLETION OF THE WORK.4.NO CONSTRUCTION OF THE BRACING, SHORING OR UNDERPINNING SYSTEMS, DEMOLITION FOR ITSCONSTRUCTION OR ORDERING MATERIALS SHALL TAKE PLACE UNTIL THE CONTRACTOR HASRECEIVED REVIEWED SUBMITTALS BY THE ENGINEER.5.THE SUBMITTALS MUST SHOW LAYOUT, SIZE OF MEMBERS, CONNECTION DETAILS ANDCONSTRUCTION SEQUENCE FOR ALL BRACING AND SHORING SYSTEMS. THE SUBMITTALS SHALL BEACCOMPANIED BY STRUCTURAL CALCULATIONS. PLANS AND CALCULATIONS MUST BE SIGNED BY AREGISTERED PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. THE SHORING ENGINEERSHALL ALSO PROVIDE A LETTER STATING THAT HE/SHE HAS REVIEWED THE SUBMITTALS FORCOMPLETENESS AND SHALL PERFORM FIELD VISITS AS REQUIRED IN ORDER TO CHECK GENERALCONFORMANCE OF THE CONSTRUCTION TO HIS CALCULATIONS.6.FOLLOWING COMPLETION OF REVIEW BY THE ENGINEER OF RECORD AND INCORPORATION OFREVIEW COMMENTS INTO THE SUBMITTALS, THE PLANS AND CALCULATIONS SHALL BE SUBMITTED TOTHE BUILDING DEPARTMENT OR PRESIDING AGENCY FOR REVIEW AND APPROVAL.

TEMPORARY BRACING AND SHORING

1.STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE SHALL BE PROVIDED IN ACCORDANCE WITHCBC SECTION 17042.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 3 DAYS PRIOR TO COMPLETION OF ANY OFTHE FOLLOWING CONSTRUCTION MILESTONES TO ALLOW TIMELY STRUCTURAL OBSERVATION TOOCCUR. THE SPECIFIC MILESTONES AND FREQUENCY OF STRUCTURAL OBSERVATION IS AT THEDISCRETION OF THE ENGINEER;·FOUNDATION REINFORCEMENT AND EMBEDDED ANCHOR BOLTS·SLAB REINFORCING·COLUMN REINFORCING·SHEAR WALL REINFORCING·STRUCTURAL STEEL ERECTION

STRUCTURAL OBSERVATION
S0.1GENERAL NOTES AND BASIS OF DESIGNS1.1S2.0S2.1TYPICAL DETAILS No. 1PUMP STATION FOUNDATION PLANPUMP STATION FLOOR PLANSS2.2PUMP STATION ROOF PLANSS1.2TYPICAL DETAILS No. 2S0.2 S3.0STRUCTURAL DETAILS No. 1
S0.3MATERIAL LIST AND GENERAL INFORMATIONTESTING AND SPECIAL INSPECTIONS

ABBREVIATIONS

STRUCTURAL DRAWING INDEX

1.THE CONTRACTOR MUST BE FAMILIAR WITH GEOTECHNICAL CONDITIONS AT THE PROJECT SITE ANDUNDERSTAND THE INFORMATION CONTAINED IN THE REPORT, BUT SHALL NOT ASSUME THAT SUCHINFORMATION IS SUFFICIENT FOR THE CONTRACTOR'S PURPOSES.2.THE OWNER'S GEOTECHNICAL ENGINEER MUST INSPECT AND APPROVE THE PREPARED SUBGRADEFOR CONFORMANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT PRIOR TOPLACEMENT OF FOUNDATION REINFORCEMENT.3.BOTTOM OF FOOTINGS MAY BE REVISED BY THE GEOTECHNICAL ENGINEER TO ENSURE MINIMUMFOOTING EMBEDMENTS INTO FIRM APPROVED SOIL MATERIAL.

GEOTECHNICAL INFORMATION
@AT

TRANSVERSETRANS

LONGITUDINALLONGIT

CAST-IN-DRILLED-HOLECIDH
SEE ARCH. DRAWINGSS.A.D.

HOLLOW STRUCT SECTIONHSS
TOP OFT.O.

EDGE NAILINGEN

BOUNDARY NAILINGBN

COMPLETE JT PENETRATIONCJP

FOUNDATIONFNDEACH WAYEW

PARTIAL JOINT PENETRATIONPJPOPEN WEB STEEL JOISTOWSJCORRUGATED METAL PIPECMP

DRAWINGDWG
LLBBLONG LEGS BACK TO BACKAPPROXARCH.ABBLKBLKGBLDGBMBOTBOF

CLRCONCCLGCOLCONNCONSTCONTCSK

CJC OR CL

ANCHOR BOLTAPPROXIMATE(LY)ARCHITECT(URAL)BLOCKBLOCKINGBUILDINGBEAMBOTTOMBOTTOM OF FOOTINGCENTER LINECONSTRUCTION JOINTCLEARCEILINGCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCOUNTERSINKDBLDETDIAGDNDODOUBLEDETAILDIAGONALDOWNDITTO(E)EAELELEVEQ EXISTINGEACHELEVATIONELEVATOREQUALFINFOCFOSFSFTGFINISH(ED)FACE OF CONCRETEFACE OF STUD(S)FAR SIDEFOOTINGGaGALVHDRHEXHGRHORIZHSH or HT

GAUGEGALVANIZEDHEADERHEXAGONALHANGERHORIZONTALHIGH STRENGTHHEIGHTIDINSULJT

LSLWTLL

INSIDE DIAMETERINSULATIONJOINT

LAG SCREW(S)LIGHT WEIGHTLIVE LOAD
MBMAXMECHMFRMINMISCMACHINE BOLT(S)MAXIMUMMECHANICALMANUFACTURERMINIMUMMISCELLANEOUS(N)NICNo.NOMNSNTSOCODOH NEWNOT IN CONTRACTNUMBERNOMINALNEAR SIDENOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITE HANDPDFPSFPSIPTPMETAL PLATEPOWDER DRIVEN FASTENERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOINT OR POST TENSIONRAD or RREINFREQ'DREVRCPRADIUSREINF CONC PIPEREINFORCED, REINFORCINGREQUIREDREVISIONSCHEDSHTSIMSMSSPEC(S)SQSTAGSTDSTLSTRUCTSYM SCHEDULESHEETSIMILARSHEET METAL SCREWSPECIFICATION(S)SQUARESTAGGEREDSTANDARDSTEELSTRUCTURALSYMMETRICALT&GT.O.W.TOFTOSTYPUONVERTW/WFWPWTWWR

TONGUE AND GROOVETOP OF WALLTOP OF FOOTINGTOP OF SLAB OR STEELTYPICALUNLESS OTHERWISE NOTEDVERTICALWITHWIDE FLANGEWATERPROOF OR WORK POINTWEIGHTWELDED WIRE REINFORCEMENT NUMBER, LBS#LLHLLVLONG LEG HORIZONTALLONG LEG VERTICAL

EFEDGE FASTENING,

PROCEDURE QUALIFICATION REPORTPQR

WPSWELDING PROCEDURE

DCWDEMAND CRITICAL WELD

CALIFORNIA BLDG CODECBC

SFRSSEISMIC FORCE RESISTING SYSTEM

HDHOLDOWNTOE NAILTN

ATSANCHOR TIE SYSTEM

WFRSWIND FORCE RESISTING SYSTEMVIFVERIFY IN FIELD

ELECTELECTRICAL

HDPEHIGH DENSITY POLYETHYLENET&BTOP & BOTTOM

LB(S)POUND(S)ALTALTERNATE

CAST-IN-PLACECIP

FINISH GRADEFG

HSBHIGH STRENGTH BOLT

LAYOUT LINELOL

OGORIGINAL GROUND

PVCPOLYVINYL CHLORIDE

TEMPORARYTEMP

ADD'LADDITIONAL

COLD FORMED STEELCFS

SPECIFICATIONS

SSSTAINLESS STEELEACH FACE

P OR PLDIADIAMETER

1.REFER TO THE SPECIFICATIONS FOR COMPLETE REQUIREMENTS.2.SUBMITTALS FOR THE ENGINEERS REVIEW ARE REQUIRED INCLUDING:·REINFORCING SHOP DRAWINGS, PRODUCT DATA, MILL CERTIFICATES.·CONCRETE PRODUCT DATA, MIX DESIGNS, CERTIFICATES OF COMPLIANCE FOR AGGREGATE,CEMENTITIOUS MATERIAL, ADMIXTURE, VAPOR RETARDER/BARRIER, GROUT, CURING,COMPOUND, FOAM BLOCK.·SHOTCRETE MIX DESIGNS, SHOTCRETE PLACEMENT SCHEDULE, PRODUCT DATA, CERTIFICATESOF COMPLIANCE FOR AGGREGATE, CEMENT, ADMIXTURES.·ADHESIVE ANCHORING SYSTEM AND EXPANSION ANCHORS·STRUCTURAL STEEL FRAMING AND MISCELLANEOUS METALS SHOP DRAWINGS, MILLCERTIFICATES.·WPS AND PQR FOR NON-PREQUALIFIED JOINTS, CERTIFICATES OF COMPLIANCE FOR METALS,WELDING MATERIAL·OTHER SUBMITTALS LISTED IN THE SPECIFICATIONS.·BRACING AND SHORING SHOP DRAWINGS AND CALCULATIONS3.CONTRACTOR MUST ELECTRONICALLY SUBMIT ALL SUBMITTALS4.USE OF CONTRACT DOCUMENTS AS SHOP DRAWINGS WILL NOT BE ACCEPTED.5.THE CONTRACTOR MUST SUBMIT A SUBMITTAL SCHEDULE FOR REVIEW FOUR WEEKS BEFORE THEFIRST SUBMITTAL IS ISSUED.6.THE CONTRACTOR MUST REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO THE CIVIL ANDSTRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THEFOLLOWING IS ADDRESSED:·THE SUBMITTAL IS REQUESTED BY THE CONTRACT DOCUMENTS·THE SUBMITTAL IS BASED ON THE MOST CURRENT EDIT OF THE CONTRACT DOCUMENTSINCLUDING ALL ADDENDA, SUPPLEMENTS, BULLETINS, RFI'S, ETC.·THE A RCHITECTS AND STRUCTURAL ENGINEER'S COMMENTS FROM ANY PREVIOUS SUBMITTALSARE ADDRESSED.·THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES.·REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS·SUBMITTAL IS COMPLETE·SUBMITTAL DOES NOT INCLUDE A SUBSTITUTION REQUEST·SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTALNUMBER, SPECIFICATION SECTION NUMBER.7.THE STRUCTURAL ENGINEER WILL RETURN WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THESTRUCTURAL ENGINEERS REVIEW OF SUBMITTALS MUST BE FOR GENERAL CONFORMANCE WITH THEDESIGN INTENT. NO WORK MUST BE STARTED WITHOUT SUCH REVIEW.8.THE STRUCTURAL ENGINEER WILL ONLY STAMP SUBMITTALS FOR ITEMS WITHIN THE SCOPE OFWORK THAT APPEARS IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE STRUCTURALENGINEER MAY REVIEW AND PROVIDE COMMENTS ON SUBMITTALS FOR ITEMS THAT APPEAR ONOTHER DRAWINGS OR ARE DELEGATED DESIGN ELEMENTS, BUT WILL NOT STAMP THESE SUBMITTALS.·CONCRETE MIX DESIGNS AND WELDING PROCEDURE SPECIFICATION WILL BE REVIEWED BY THESTRUCTURAL ENGINEER BUT NOT STAMPED SINCE THE INFORMATION IN THESE SUBMITTALS ISNOT THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER.9.CONTRACTOR'S STATEMENT OF RESPONSIBILITY: EACH CONTRACTOR RESPONSIBLE FOR THECONSTRUCTION OF A SEISMIC OR WIND-FORCE RESISTING SYSTEM OR COMPONENT MUST ISSUE AWRITTEN STATEMENT OF RESPONSIBILITY IN COMPLIANCE WITH SECTION 1704.4 OF THE CURRENTGOVERNING EDITION OF THE CALIFORNIA BUILDING CODE. THE CONTRACTORS STATEMENT OFRESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIALREQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

SUBMITTALS

1.DELEGATED DESIGN ELEMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. DELEGATED DESIGNELEMENTS ASSUMED TO BE DESIGNED BY THE CONTRACTOR INCLUDE:-TEMPORARY SHORING AND BRACING-SITE SHORING-CONCRETE FORMWORK AND FALSEWORK-OTHER DESIGN REQUIRED FOR TEMPORARY MEANS AND METHODS THE CONTRACTOR-STEEL STAIRS INCLUDING RAILINGS-RAILINGS-ANCHORAGE AND BRACING OF ALL MEP EQUIPMENT AND DISTRIBUTION LINES (EXCEPT FORITEMS SPECIFICALLY DETAILED ON THE CONTRACT DOCUMENTS)2.DESIGN OF ALL DELEGATED DESIGN ELEMENTS SHALL BE BY A REGISTERED CALIFORNIAPROFESSIONAL ENGINEER.3.DELEGATED DESIGN ELEMENT SHOP DRAWINGS AND CALCULATION SUBMITTALS SHALL BE STAMPEDAND SIGNED BY THE CONTRACTOR'S DESIGN ENGINEER4.DELEGATED DESIGN ELEMENT CALCULATIONS SHALL HAVE A SUMMARY PAGE STATING THE DESIGNASSUMPTIONS INCLUDING CODES AND DESIGN LOADS.5.DELEGATED DESIGN ELEMENT SHOP DRAWINGS SHALL SHOW THE MAGNITUDES, DIRECTIONS,LOCATIONS, AND CONNECTION CONDITIONS OF ALL LOADS IMPOSED ON THE BUILDING STRUCTUREBY THE ELEMENT INCLUDING BUT NOT LIMITED TO:-RAILINGS-MEP EQUIPMENTS6,ALL DELEGATED DESIGN ELEMENTS MUST BE SUBMITTED TO ENGINEER OF RECORD AND CIVILENGINEER FOR REVIEW.

DELEGATED DESIGN ELEMENTS
S4.0WALL ELEVATIONS No. 1S4.1WALL ELEVATIONS No. 2S3.1STRUCTURAL DETAILS No. 2S3.2STRUCTURAL DETAILS No. 3S3.3STRUCTURAL DETAILS No. 4S4.1WALL ELEVATIONS No. 3SHEET OF 43 CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234GENERAL NOTES AND BASIS OF DESIGN10/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S0.121

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111

MATERIAL LIST AND GENERAL INFORMATIONCONCRETE & REINFORCINGCONCRETECONCRETE AND REINFORCING MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OFACI 301 & 318. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94.1.MAXIMUM WATER-CEMENT RATIO, BY WEIGHT28 DAY COMPRESSIVE STRENGTHWATER-CEMENT RATIO5000 PSI CONCRETE0.404000 PSI CONCRETE0.453500 PSI CONCRETE0.453000 PSI CONCRETE0.502.AVERAGE DRYING SHRINKAGE FOR CONCRETE AFTER 21 DAYS OF DRYING SHALL NOT EXCEED0.040% IN SUSPENDED SLABS AND 0.048% IN SLABS ON GRADE WITH FLOOR COVERINGS ANDINDUSTRIAL APPLICATIONS.3.AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE LATEST REVISIONOF ASTM SPECIFICATION C260 MAY BE ADDED TO THE CONCRETE TO PROVIDE UP TO A MAXIMUM OF3% ± 1.5% ENTRAINED AIR. CEMENT MUST BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONSFOR PORTLAND CEMENT PER ASTM C150, TYPE II OR TYPE II-V. NO MORE THAN 25% OR APPROVEDPER ENGINEER BY WEIGHT OF CEMENT MAY BE REPLACED BY FLY ASH CONFORMING TO ASTM C618,CLASS N OR F.MIN 28 DAYMAX SIZE4.CONCRETE COMPRESSIVE AGGREGATESLUMPELEMENT STRENGTH(INCHES)(INCHES)INFILL SLAB 30003/4PER APPROVED MIXDIVIDER WALL,CIDH PILEWALL OVERLAY/INFILL,40003/4PER APPROVED MIXBEAMS, WALKWAYSLABS, GRADE BEAMS5.ALL CONCRETE MUST BE PLACED WITH MECHANICAL VIBRATION UNLESS NOTED OTHERWISE.6.ALL EXPOSED CORNERS OR EDGES OF CONCRETE ELEMENTS SHALL BE FORMED WITH A 3/4"CHAMFER UNLESS OTHERWISE NOTED ON DRAWINGS.7. CONTRACTOR MUST SUBMIT SLAB CONTROL JOINT LAYOUT FOR REVIEW.NON-SHRINK GROUTNON-SHRINK GROUT MUST BE FLOWABLE, WITH A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 5000 PSI.NON-SHRINK GROUT MUST BE MASTERFLOW 928 GROUT AS MANUFACTURED BY CHEMREX OR APPROVEDEQUAL.SHOTCRETESHOTCRETE MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF ACI 506.2R,"RECOMMENDED PRACTICE FOR SHOTCRETING".1.ALL WALLS NOT INCLUDING COLLECTOR BEAMS, BOUNDARY REINF & COUPLING BEAMS MAYINSTALLED AS SHOTCRETE AT THE CONTRACTOR'S OPTION. IF SHOTCRETE IS USED, THECONTRACTOR MUST DEMONSTRATE THAT THE REINFORCING CAN BE ENCASED BY PROVIDINGPRECONSTRUCTION TEST PANELS.MIN 28 DAYMAX SIZE2.SHOTCRETE COMPRESSIVE AGGREGATEMAX SLUMPELEMENT STRENGTH(INCHES)(INCHES)WALLS4000 PSI3/82 3.SHOTCRETE COMPRESSIVE STRENGTH MUST BE DETERMINED BY PRE-CONSTRUCTION TEST PANELSAND PRODUCTION TEST PANEL TESTING. CORE MAY ALSO BE TAKEN FROM FINISHED WALL.SHOTCRETING SHALL BE MOISTURE CURED UNLESS OTHERWISE APPROVED BY THE ENGINEER.EXISTING CONCRETEALL EXISTING CONCRETE STRUCTURES AND WALLS HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSIAS PER EXISTING AS BUILTS FROM ORIGINAL CONSTRUCTION IN 1964.EXISTING STEELALL PER EXISTING AS BUILTS FROM ORIGINAL CONSTRUCTION IN 1964.REINFORCING STEELASTM A-15fs = 20,000 PSIINTERMEDIATE GRADE:STRUCTURAL STEEL:ASTM A-36fs = 20,000 PSIEXISTING CONCRETE SURFACE PREPARATIONWHERE CONCRETE OR SHOTCRETE IS TO BE CAST AGAINST EXISTING CONCRETE, PREPARE THE SURFACEOF EXISTING CONCRETE AS FOLLOWS, UNLESS NOTED OTHERWISE:1.CHIP OR SCARIFY SURFACE AS REQUIRED TO REMOVE ALL SPALLED, SEVERELY CRACKED,DETERIORATED, LOOSE OR UNSOUND MATERIAL.2.CHIP OR SCARIFY ANY AREA AS REQUIRED TO REMOVE OFFSETS WHICH WOULD CAUSE AN ABRUPTCHANGE IN THICKNESS OF THE NEW CONCRETE OR SHOTCRETE. TAPER EDGES TO LEAVE NOSQUARE SHOULDERS AT THE PERIMETER OF A CAVITY.3.SAND-BLAST OR WATER-BLAST ALL SURFACES TO RECEIVE NEW CONCRETE OR SHOTCRETE TOREMOVE ALL DIRT, PAINT, GREASE, FRACTURED CONCRETE, OIL, OR OTHER SUBSTANCES THATCOULD INTERFERE WITH THE BOND OF THE NEWLY PLACED CONCRETE OR SHOTCRETE. CLEANFORMS AND REINFORCING OF DRIPPINGS. CLEAR AWAY DEBRIS BY COMPRESSED AIR.4.WET THE SURFACE UNTIL IT IS DAMP, BUT WITHOUT VISIBLE FREE WATER.

STEELSTRUCTURAL STEEL1.STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING:W-SHAPES, WT- SHAPESASTM A992CHANNELS > 8" DEEPASTM A992CHANNEL < 8" DEEPASTM A36STEEL ANGLES, M-SHAPESASTM A992RECTANGULAR AND ROUND HSSASTM A500, GRADE CPLATESASTM A36 UON, A572, GRADE 50 WHERE INDICATEDBASE PLATESASTM A36 UON, A572, GRADE 50 WHERE INDICATEDANCHOR RODSASTM F1554 GR 36 UON, GRADE 105 WHERE INDICATED BY 'HS'MACHINE BOLTSASTM A307HIGH STRENGTH BOLTS & RODSASTM F3125 GRADE A-325-N UON, TYPE SC OR X WHERE INDICATEDHEAVY HEX NUTSASTM A563WELDED HEADED STUDSASTM A1082.ALL STRUCTURAL STEEL MUST CONFORM TO AISC CODE OF STANDARD PRACTICE FOR THEFABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION . FABRICATE FROMAPPROVED DRAWINGS ONLY.4.ALL HIGH STRENGTH BOLTS MUST BE BEARING TYPE UNLESS OTHERWISE NOTED ON THE DRAWINGS ASSLIP CRITICAL (SC) OR PRE-TENSIONED (PT). ALL BOLTED CONNECTIONS NOTED AS SLIP CRITICAL MUSTBE FULLY TENSIONED IN ACCORDANCE WITH SPECIFICATIONS.5.DO NOT CUT THROUGH ERECTED STEEL PLATES, BOLTS, ANGLES OR SHAPES WITHOUT PERMISSION OFTHE ENGINEER. ALL SLAG AND ROUGH EDGES MUST BE MECHANICALLY REMOVED TO PROVIDE ASMOOTH EDGE AFTER CUTTING OR BORING. ALL SURFACES CUT BY THERMAL PROCESSES MUSTCONFORM TO SPECIFICATIONS.6.WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING POST-INSTALLED ANCHORS IN EXISTINGCONGESTED AREAS. ANCHOR HOLES SHALL BE DRILLED PRIOR TO THE PREPARATION OF STEEL SHOPDRAWINGS AND FABRICATION. DRILLED HOLE LOCATIONS SHALL BE RECORDED AND TRANSFERREDUSING TEMPLATES FOR THE PURPOSE OF ACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.7.STRUCTURAL STEEL AND MISCELLANEOUS IRON WHICH IS TO HAVE SPRAY ON FIREPROOFING MUST NOTBE PAINTED UNLESS COATINGS AND APPROVALS ARE COMPATIBLE WITH PAINTED SURFACES. STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER MUST RECEIVE TWO COATS OF SEMI-GLOSSALKYD ENAMEL COMPATIBLE WITH PRIMER UNLESS OTHERWISE NOTED BY THE CIVIL ENGINEER.8.REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR PAINTING AND OTHER COATING REQUIREMENTS.

CONCRETE REINFORCING1.BARS #4 AND LARGER FOR REINFORCING OF COLUMNS, WALLS, BEAMS & GIRDERS MUST BE GRADE 60DEFORMED BARS CONFORMING TO ASTM A706. ALL OTHER BARS MAY BE GRADE 60 DEFORMED BARSCONFORMING TO ASTM A706 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 - CURRENTEDITION UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING FOR SHOTCRETE SHALL HAVE NONCONTACT LAP SPLICES PER CBC, CURRENT GOVERNING EDITION. BARS TO BE WELDED OR FIELD BENTSHALL CONFORM TO ASTM A706.2.WELDED WIRE REINFORCEMENT MUST CONFORM TO ASTM 185 IN FLAT SHEETS WITH WELDEDINTERSECTIONS NOT FURTHER APART THAN 12 INCHES. 3.ALL CONCRETE REINFORCEMENT DETAILS MUST CONFORM TO ACI 315 "MANUAL OF STANDARD PRACTICEFOR DETAILING CONCRETE STRUCTURES"4.CONCRETE COVER MUST BE TO FACE OF BAR, MECHANICAL COUPLER, OR WELDED HEADED BAR UNLESSOTHERWISE NOTED ON DRAWINGS.5.THE LENGTHS AND SPLICES OF REINFORCEMENT SHOWN ON DRAWINGS REPRESENT A SUGGESTEDCONSTRUCTION JOINT LAYOUT. BAR SPLICES MAY BE DELETED AND CONTINUOUS REINFORCEMENTUSED AT CONTRACTOR'S OPTION. LONG BARS OR BENT BARS SHOWN MAY BE SPLICED IF NECESSARYFOR PLACEMENT OR EASE OF CONSTRUCTION PROVIDED THAT MINIMUM SCHEDULED LAP LENGTHS AREFOLLOWED WITH APPROVAL FROM ENGINEER. MECHANICAL COUPLERS SHALL BE USED WHERE SHOWNON DRAWINGS AND MAY BE USED IN LIEU OF LAP SPLICES WITH APPROVAL OF ENGINEER6.ALL SPLICES OF #10 AND LARGER REINFORCEMENT MUST BE MADE USING TYPE II MECHANICALCOUPLERS, UNLESS OTHERWISE SHOWN. LAP SPLICES FOR #10 AND LARGER BARS SHALL NOT BEPERMITTED.7.TYPE II MECHANICAL COUPLERS MUST CONFORM TO DIMENSIONAL REQUIREMENTS SHOWN ON THEDRAWINGS, SO AS NOT TO REQUIRE SPECIAL STIRRUPS OR HOOPS OR VIOLATE THE REQUIRED CLEARCOVER OF CONCRETE. MECHANICAL COUPLERS SHALL BE STAGGERED A MINIMUM OF 3'-0" FROMMECHANICAL COUPLERS ON ADJACENT BARS, UNLESS OTHERWISE NOTED ON DRAWINGS.MECHANICAL REINFORCEMENT COUPLING DEVICEMECHANICAL COUPLING OF REINFORCEMENT MUST BE NVENT LENTON LOCK COUPLERS BY ERICO (IAPMO ER0129) OR APPROVED EQUAL.MECHANICAL REINFORCEMENT ANCHORAGE DEVICEMECHANICAL ANCHORAGE OF REINFORCEMENT MUST BE WITH LENTON TERMINATOR REBAR END ANCHORSBY ERICO (IAPMO ER 0188) OR APPROVED EQUAL.

MACHINE BOLTS, ANCHOR BOLTS AND THREADED RODSBOLTS, NUTS, WASHERS AND RODS OUTSIDE THE BUILDING ENVELOPE TO WEATHER MUST BE HOT DIPPEDGALVANIZED.1.BOLTS MUST CONFORM TO ASTM A307 GRADE A OR B OR A36.2.ANCHOR BOLTS AND RODS MUST CONFORM TO ASTM F1554 GR 55.3.ALL BOLTS & LAG SCREWS MUST HAVE STANDARD STEEL WASHERS, UON.4.NUTS SHALL BE AS SHOWN BELOW AND FINISH MUST MATCH FASTENER.FASTENER GRADE AND SIZENUT CLASSNUT STYLEASTM A36 , ASTM A307A, F1554 1/4" TO 1-1/2"ASTM A563-AHEX ASTM A36 , ASTM A307A, F1554, OVER 1-1/2" TO 4"ASTM A563-AHEAVY HEXASTM A307B, 1/4" TO 4"ASTM A563-AHEAVY HEX WELDINGALL WELDING MUST BE PERFORMED BY CERTIFIED WELDERS PER AWS "STANDARD QUALIFICATIONPROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. ALL WELDING MUST BE IN ACCORDANCE WITH THECURRENT AWS WELDING CODE. ARC WELDING ELECTRODES MUST BE E70 SERIES FOR A36, A53, A500, A572 &A992 MATERIAL, AND E80 SERIES FOR A706 REINFORCING STEEL.1.WELD METAL TOUGHNESS SHALL BE REPORTED ON THE ELECTRODE MANUFACTURER'S CERTIFICATE OFCOMPLIANCE. ALL ELECTRODES MUST BE LOW HYDROGEN WITH A MINIMUM CVN VALUE OF 20 FT-LBS AT-20 DEGREE F. EXCEPTIONS: METAL DECK WELDING, STAIR AND HANDRAIL WELDING, LIGHT GAGE STEELWELDING.2.TACK WELDS, AIR-ARC GOUGING AND FLAME CUTTING SHALL NOT BE PERFORMED WITHOUT ADEQUATEPREHEAT OR INCORPORATION INTO THE FINAL WELD.3.THE FILLER METAL MANUFACTURER'S PUBLISHED RECOMMENDATIONS MUST BE THE BASIS FORDETERMINING THE ALLOWABLE RANGE OF ESSENTIAL VARIABLES FOR THE PRE QUALIFIED WPS. UNLESSNOTED OTHERWISE ON THE PLANS, BACK-UP BARS AND RUNOFF TABS FOR CJP WELDS SHALL BEREMOVED FOLLOWED BY BACKGOUGING AND BACKWELDING.4.WHERE FIELD WELDING IS SPECIFICALLY NOTED, THE DESIGNATION IS GIVEN AS SUGGESTEDCONSTRUCTION PROCEDURE ONLY. CONTRACTOR MUST DETERMINE SUITABILITY OF SHOP OR FIELDWELDING FOR ALL CONDITIONS.

POST INSTALLED ANCHORS
EPOXY ANCHORS AND DOWELS IN CONCRETE DRILLED IN CONCRETE1.DRILLED EPOXY ANCHORS AND DOWELS MUST BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.2.HOLES THAT ARE DRILLED USING A CARBIDE DRILL BIT DO NOT REQUIRE SUPPLEMENTAL ROUGHENINGFOR HILTI HIT-RE 500 V3. HOLES THAT ARE DRILLED USING A DIAMOND CORE BIT SHALL BE ROUGHENEDWITH THE HILTI TE-YRT ROUGHENING TOOL PER THE MANUFACTURER'S REQUIREMENTS. HOLES DRILLEDUSING DIAMOND CORE BITS ARE NOT PERMITTED FOR SIMPSON SET-3G3.HOLES MUST BE CLEANED PER THE MANUFACTURER'S RECOMMENDATIONS.4.INSTALLATION OF ADHESIVE ANCHORS UPWARDLY INCLINED OR HORIZONTALLY TO SUPPORTSUSTAINED TENSION LOADS MUST BE PERFORMED BY PERSONNEL CERTIFIED BY ANY APPLICABLECERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS INACCORDANCE WITH THE ACI/CRSI ANCHOR INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT.5.MINIMUM ANCHOR OR DOWEL EMBEDMENT MUST BE AS INDICATED IN THE APPROPRIATE TABLESBELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

DRILLED HOLES FOR ANCHORS AND DOWELS IN CONCRETE1.DRILLED HOLE DEPTH TO ACHIEVE LISTED ANCHOR OR DOWEL EMBEDMENT MAY BE GREATER THATREQUIRED EMBEDMENT SHOWN IN ANCHOR OR DOWEL TABLES. VERIFY HOLE DEPTH REQUIREMENTSWITH MANUFACTURER, HOLE DEPTH MUST NOT BE LESS THAN TABULATED DEPTH.2.VERIFY DRILL BIT TYPE AND DIAMETERS WITH MANUFACTURER3.HOLES MUST NOT BE DRILLED IN CONCRETE THAT HAS NOT ACHIEVED ITS SPECIFIED COMPRESSIVESTRENGTH AND NOT UNTIL A MINIMUM OF FOURTEEN (14) DAYS AFTER CONCRETE HAS BEEN CAST.4.USE CARE AND CAUTION AT ALL TIMES TO AVOID CUTTING OR DAMAGING REINFORCEMENT STEEL DRILLHOLE SIZE AS RECOMMENDED BY MANUFACTURER, UNLESS OTHERWISE NOTED ON THE DRAWINGS.ALL LOCATIONS TO BE DRILLED MUST BE CAREFULLY PRESCANNED USING EFFECTIVE MEANS PRIOR TODRILLING. THE USE OF PACHOMETERS MAY NOT BE EFFECTIVE. DRILL PILOT HOLES WITH SMALLERDIAMETERS THAN FINAL HOLES. (3/8" MAXIMUM PILOT HOLE DIAMETER) TO DETECT REINFORCEMENTWHERE OTHER MEANS ARE NOT EFFECTIVE.5.WHERE REINFORCEMENT IS ENCOUNTERED, SHIFT THE ANCHOR OR DOWEL LOCATION SO AS TO AVOIDTHE REINFORCEMENT BAR. CONTACT THE ENGINEER FOR ALL CONDITIONS WHERE REINFORCEMENT ISENCOUNTERED.6.ALL ABANDONED HOLES MUST BE REPAIRED USING APPROVED MATERIALS AND METHODS. SEESPECIFICATIONS.7.WHERE STRUCTURAL STEEL IS TO BE ATTACHED USING DRILLED ANCHORS, ANCHOR HOLES MUST BEDRILLED PRIOR TO PREPARATION OF STEEL SHOP DRAWINGS AND FABRICATION. DRILLED HOLESLOCATIONS MUST BE RECORDED AND TRANSFERRED USING TEMPLATES FOR THE PURPOSE OFACCURATELY LOCATING HOLES IN STRUCTURAL STEEL.EXPANSION ANCHORS IN CONCRETE1.EXPANSION ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS.2.MINIMUM EXPANSION ANCHOR EMBEDMENT MUST BE AS INDICATED IN THE APPROPRIATE TABLESBELOW, UNLESS OTHERWISE INDICATED ON THE DRAWINGS.3.THE TENSION TEST VALUES FOR EXPANSION ANCHORS ARE BASED ON THE LESSER OF THEFOLLOWING:·125% OF THE "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-14, CBC2019 SECTION 1901.3.4.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES)OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR3000 PSI CONCRETE.·80% OF THE SPECIFIED YIELD STRENGTH OF THE EXPANSION ANCHOR.4.TENSION TEST VALUES ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS AND ANCHORS WITHNO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE. FOR EXPANSION ANCHORSINSTALLED LESS THAN 1.5x DESIGN DEPTH (Hnom) FROM THE EDGE OF CONCRETE, CONTACT THEENGINEER FOR TEST VALUES.5.EXPANSION ANCHORS PLACED IN CONCRETE MUST BE HILTI KB-TZ 2 OR SIMPSON STRONG BOLT 2 ANDSHALL CONFORM TO ICC-ES REPORTS ESR-4266 AND ESR-3037 RESPECTIVELY, OR AN APPROVEDEQUAL.6.EXPANSION ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE HILTI KB-TZ 2 WITH EMBEDMENT DEPTHSSHOWN ON THE TABLES BELOW, UON. THE CONTRACTOR MAY SUBSTITUTE A SIMPSON STRONG-BOLT 2ANCHOR PER THE TABLE LISTED BELOW.7.IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE OF ONE SIDE IS NO LARGER THAN THEMINIMUM EDGE DISTANCE. THE TENSION TEST LOAD SHALL BE ADJUSTED AS REQUIRED.

EPOXY ANCHORS AND DOWELS IN CONCRETE DRILLED IN CONCRETE1.ANCHOR MATERIAL AND COATING MUST BE IN COMPLIANCE WITH THE SUPPLIERS RECOMMENDATION.2.THE TENSION LOAD VALUES FOR ANCHORS ARE BASED ON THE LESSER OF THE FOLLOWING:·125% OF THE "DESIGN STRENGTH" VALUES AS COMPUTED IN ACCORDANCE WITH ACI 318-14, CBC2019 SECTION 1901.3.4.2 AND THE INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES)OR IAPMO-UES TEST REPORTS FOR THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR3000 PSI CONCRETE AND·80% OF THE SPECIFIED YIELD STRENGTH OF THE EXPANSION ANCHOR.3.TENSION TEST VALUES ARE "FREE-FIELD" VALUES AND APPLY ONLY FOR DOWELS AND ANCHORS WITHNO REDUCTIONS IN STRENGTH DUE TO SPACING AND EDGE DISTANCE. FOR EXPANSION ANCHORSINSTALLED LESS THAN 1.5x DESIGN DEPTH (Hnom) FROM AN EDGE OFF CONCRETE, CONTACT THEENGINEER FOR TEST VALUES.4.EPOXY ANCHORS PLACED IN CONCRETE MUST BE HILTI HIT-RE 500-V3 OR SIMPSON SET-3G ANDCONFORM TO ICC-ES REPORTS OR ESR-3814 OR ESR-4057 OR AN APPROVED EQUAL5.IF ANCHORS ARE INSTALLED WHERE THE EDGE DISTANCE OF ONE SIDE IS NO LARGER THAN THEMINIMUM EDGE DISTANCE. THE TENSION TEST LOAD SHALL BE ADJUSTED AS REQUIRED.

METAL STAIRS1.THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR THE STAIRS TO BE CONSTRUCTED AS SHOWNON THE STRUCTURAL AND CIVIL DRAWINGS. SHOP DRAWINGS SHALL SHOW LAYOUT, SIZE OF MEMBERS,AND CONNECTION DETAILS. IN ADDITION TO THE ABOVE DRAWINGS, CALCULATIONS SHOWING ALLSTRESSES AND DEFLECTIONS CAUSED BY DEAD, LIVE AND EARTHQUAKE LOADS SHALL BE SUBMITTEDTO THE ENGINEER FOR REVIEW. ANY LOADS IMPARTED TO THE SUPPORTING STRUCTURE ORFOUNDATIONS SHOULD BE PROVIDED IN THE CALCULATIONS AND SHOW DRAWINGS. DRAWINGS ANDCALCULATIONS SHALL BE SIGNED BY A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA.2.METAL STAIRS: PROVIDE STAIRS OF THE DESIGN SPECIFIED, COMPLETE WITH LANDING PLATFORMS,VERTICAL AND HORIZONTAL SUPPORTS, RAILINGS, AND GUARDS, FABRICATED ACCURATELY FORANCHORAGE TO EACH OTHER AND TO BUILDING STRUCTURE.·UNLESS OTHERWISE NOTED IN THE CIVIL DWGS, REGULATORY REQUIREMENTS: PROVIDE STAIRSAND RAILINGS COMPLYING WITH NAAMM AMP 510 MINIMUM STANDARDS FOR CONSTRUCTION,PROPORTIONS AND DIMENSIONS OF FIXED METAL STAIRS; WHERE REQUIREMENTS OF THECONTRACT DOCUMENTS EXCEED THOSE OF NAAMM REQUIREMENTS, COMPLY WITH THECONTRACT DOCUMENTS.3. LOADS MUST BE AS FOLLOWS:DEAD LOAD: AS REQUIREDLIVE LOAD: 100 PSFLATERAL LOAD: AS REQUIRED4.STAIR MANUFACTURERS MUST OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIESINVOLVED IN GOVERNING CONSTRUCTION.

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TESTING AND SPECIAL INSPECTIONS

SPECIAL INSPECTIONS
GENERALDEFINITIONSCONTINUOUS SPECIAL INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEINGPERFORMED.PERIODIC SPECIAL INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THEWORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

REPORT REQUIREMENTSSPECIAL INSPECTORS MUST KEEP RECORDS OF INSPECTIONS, AND MUST FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE, AND TO THEREGISTERED DESIGN ENGINEER IN RESPONSIBLE CHARGE. REPORTS MUST INDICATE THAT THE WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO THE APPROVED CONSTRUCTIONDOCUMENTS. DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES MUST BE BROUGHT TO THEATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THE SPECIAL INSPECTOR SHALLSUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE PROJECT PLANS ANDSPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC.

MATERIALS OF CONSTRUCTION AND TESTS MUST CONFORM TO THE 2022 CBC AND GOVERNING AGENCY SPECIAL INSPECTION FORMS. THE CONTRACTOR MUST PROVIDE A MINIMUM 48 HOUR NOTICE TO THESPECIAL INSPECTION AGENCY FOR WORK THAT REQUIRES SPECIAL INSPECTION. THE CONTRACTOR MUST PROVIDE THE SPECIAL INSPECTOR WITH THE USE OF A LIFT OR OTHER EQUIPMENT AS REQUIRED TOALLOW ACCESS TO THE WORK THAT REQUIRES INSPECTION. THE CONTRACTOR MUST PROVIDE THE SPECIAL INSPECTOR ACCESS TO THE APPROVED PLANS AND SPECIFICATIONS AND RETAIN SPECIALINSPECTION RECORDS AT THE JOB-SITE. THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR AND PROJECT INSPECTOR [IOR] DURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK.

REFERENCE STANDARDSCALIFORNIA BUILDING CODE 2019 (CBC) AND ALL STANDARDS REFERENCED BY THE CBC.

CONSTRUCTIONTYPEREQUIRED SPECIAL INSPECTIONSREMARKSREVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDING CERTIFIEDTEST REPORTSGALVANIZED STEEL MEMBERS AND ANCHOR ROD LAYOUT AND DIMENSIONSVERIFY FINISH AND DIMENSIONAL TOLERANCE, AND PROTECTED ZONERESTRICTIONS STEEL - CBC SECTION 1705.2KEY: 'C'' = CONTINUOUS, 'P' = PERIODICSTRUCTURALSTEEL WELDING (SHOPAND FIELD)VERIFY WELDERS QUALIFICATIONS, PROCEDURE QUALIFICATION RECORDS (PQR)AND WELDING PROCEDURE SPECIFICATIONS (WPS) PRIOR TO THE START OFWORK CONFIRM IDENTIFICATION MARKINGS OF WELD FILLER MATERIALS CONFORM TOAWS DESIGNATION LISTED IN THE WPSREVIEW MANUFACTURER'S CERTIFICATE OF COMPLIANCE OF WELD FILLERMATERIALSCOMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDSPLUG AND SLOT WELDSSINGLE PASS FILLET WELDS > 516" SINGLE PASS FILLET WELDS < 516"

CONFIRM IDENTIFICATION MARKINGS CONFORM TO ASTM STANDARDS SPECIFIEDIN THE APPROVED CONSTRUCTION DOCUMENTS WELDING OF REINFORCING STEELWELDING OF STAIRS AND RAILING SYSTEMSCONCRETE - CBC SECTION 1705.3REVIEW CERTIFIED MILL TEST REPORTS FOR REINFORCING STEELREINFORCING STEEL AND PLACEMENTANCHOR RODS AND ANCHOR BOLTS PRIOR TO CONCRETE PLACEMENTREBAR/ANCHORRODSGRADE AND SIZE OF REINFORCEMENT, BAR INSERTION LENGTH AND PLACEMENTOF SPLICESCOUPLER IDENTIFICATION AND POSITION OF COUPLERGRADE, SIZE AND THREAD QUALITY OF RODS, ROD INSERTION LENGTH ANDPLACEMENT OF SPLICES SPECIAL INSPECTOR: A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OROPERATION REQUIRING SPECIAL INSPECTION.

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CONCRETE - CBC SECTION 1705.3

SHOTCRETE(INSPECTIONSREQUIRED INADDITION TOTHOSE SPECIFIEDFOR CONCRETE)CONSTRUCTION OF PRECONSTRUCTION TEST PANELSCORES FROM PRECONSTRUCTION TEST PANELS FOR SAND STREAKS, VOIDS, ANDROCK POCKETSCONSTRUCTION OF PRODUCTION TEST PANELSSHOTCRETE PLACEMENT

VERIFY USE OF ENGINEER OF RECORD REVIEWED MIX DESIGN AND MATERIALCERTIFICATECONCRETE PLACEMENTCURING MATERIAL FOR CONFORMANCE WITH APPROVED CONTRACT DOCUMENTSAND PLACEMENTFORMWORK FOR SHAPE, LOCATION AND DIMENSIONSVERIFY CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORING AND FORMS FROMBEAMS AND ELEVATED SLABS

CONCRETEXXXXXXXXX
KEY: 'C'' = CONTINUOUS, 'P' = PERIODICCONSTRUCTIONTYPEREQUIRED TESTINGREMARKS STEEL - CBC SECTION 1705.2TESTINGKEY: 'C'' = CONTINUOUS, 'P' = PERIODICPERFORM CHEMICAL TESTING OF REINFORCING STEEL OTHER THAN ASTM A706 TOVERIFY WELDABILITYWELDING (SHOPAND FIELD)PERFORM ULTRASONIC TESTING OF BASE METAL THICKER THAN 1 1/2" WHERE THECONNECTED MATERIAL IS GREATER THAN 3/4" AND CONTAINS CJP GROOVE WELDSPERFORM ULTRASONIC TESTING OF CJP GROOVE WELDS IN MATERIALS 5/16"THICK OR GREATER CONCRETE - CBC SECTION 1705.3FABRICATE 4"x8" or 6"x12" CYLINDER TEST SPECIMENS FOR SAMPLING AND TESTINGPERFORM SLUMP TESTING AT THE TIME CONCRETE IS SAMPLEDPERFORM AIR CONTENT TESTING AT THE TIME CONCRETE IS SAMPLEDRECORD TEMPERATURE OF CONCRETE AT THE TIME CONCRETE IS SAMPLEDPERFORM CONCRETE COMPRESSION TESTINGFABRICATE DRYING SHRINKAGE SAMPLES (3 SAMPLES FOR EACH DAY OF POUR)FOR TESTINGPERFORM DRYING SHRINKAGE TESTING

CONCRETE
TEST CORES FROM SHOTCRETE PRODUCTION TEST PANELS (IN LIEU OFCONCRETE COMPRESSION TESTING)SHOTCRETEMISCELLANEOUSNONSHRINK/EXPANSIVEGROUTFABRICATE TESTING SAMPLESPERFORM COMPRESSION TESTINGPOST-INSTALLEDANCHORSTEST 10% OF ANCHORS WITH DESIGN TENSION LESS THAN 100 LBS.TEST ANCHOR TIGHTENING MAXIMUM TORQUE WITH CALIBRATED TORQUEWRENCH REACHING SPECIFIED TORQUE WITHIN A 1/4 TURN OF SEATING PERFORM ULTRASONIC TESTING OF CJP GROOVE WELDS IN MATERIALS 5/16"THICK OR GREATER. FOR ALL CJP WELDS FOR RISK CATEGORY III & IV AND ALLMEMBERS ASSOCIATED WITH SFRS. PERIODICALLY (10%) FOR RISK CATEGORY II.APPLIES ONLY TO BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELYAPPLIED TENSION LOADING.

CHECKX

XXXXXXXX

MISCELLANEOUS

ANCHOR/BAR INSTALLED HORIZONTALLY OR UPWARDLY INCLINED THAT RESISTSUSTAINED TENSION LOADS POST-INSTALLEDANCHORSANCHOR/BAR TYPE, DIAMETER, LENGTH AND CLEANLINESSADHESIVE PRODUCT NAME AND EXPIRATIONHOLE LOCATION, DIAMETER, DEPTH AND CLEANLINESSANCHOR/BAR EMBEDMENT, SPACING AND EDGE DISTANCESUBSTRATE TEMPERATURE AT TIME OF INSTALLATIONADHERENCE TO MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONSADHESIVE AND ANCHOR/BAR INSTALLATION PER ICC/IAPMO EVALUATION REPORTDRILL BIT COMPLIANCETIGHTENING TORQUE WITH CALIBRATED TORQUE WRENCH REACHINGSPECIFIED TORQUE WITHIN A 1/2 TURN OF SEATING (IMPORTANT: VERIFY WITHICC/IAPMO REPORT WHETHER MAXIMUM OR MINIMUM TORQUE) XXXXXXXXXSHEET OF 43
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RELEASED FOR PLAN CHECK
S.0323

6.4 Attachment 2 - Qualifications Package

113

STIRRUP

CLOSED TIE
CROSSTIE135° HOOK,
CROSSTIE135° HOOK TYP, UON
SIZE AND SPACING TO MATCHSTIRRUPS OR TIES UON.A.CROSSTIE NOTES:FOR JOISTS AND BEAMS: WHERE SLABOCCURS ON BOTH SIDES OF MEMBER,ALTERNATE PLACEMENT OF 135° HOOKAT EACH CONSECUTIVE CROSSTIE.WHERE SLAB OCCURS ON ONE SIDEONLY, PLACE THE 135° HOOK ON THESIDE WITHOUT SLAB.B. TYPFOR COLUMNS: PLACE CROSSTIE ASSHOWN ON COLUMN SCHEDULE.ALTERNATE PLACEMENT OF HOOKFOR EACH CONSECUTIVE CROSSTIE.C.MAIN REINFORCEMENT

STIRRUPS AND TIES
4 BAR DIA,2 1/2" MIN

BENDDIA
12 BARDIA16BENDDIA
BENDDIA 6 BAR DIA OR 2 1/2" MIN12 BAR DIA FOR #6, #7 #8FOR 180° HOOK,SEE MAIN REINF BAR SIZEBEND DIA#3 TO #86 BAR DIA#9 TO #118 BAR DIA#14 TO #1810 BAR DIA BAR SIZEBEND DIA#3 TO #54 BAR DIAOTHERSFOR MAINSAME ASREINF 6 BAR DIA3" MIN135°
1S1.1BAR HOOKS, BENDS, OFFSETS, STIRRUPS, AND TIESNO SCALE

CONSTRUCTION JOINT

CONTROL JOINT
CONC SLAB1" TO 1 1/2" DEEP SOFFCUTSAWCUT OR ZIP STRIP.

POUR. CENTER ON JOINT
SLAB SECTION. SEEFOUNDATION NOTES
TOOLED JOINTFIRST POURSECOND POURROD @ 4'-0" OC. GREASEFREE END BEFORE SECOND1/2" DIA x 2'-0" SMOOTH SLAB REINF. CUTSEE FOUNDATION NOTESEVERY OTHER BARACROSS JOINT 5S1.1SLAB JOINTS3/4" = 1'-0"
ELEMENTCLEAR COVER(INCHES)CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH3 CONCRETE EXPOSED TO EARTH OR WEATHER:#5 AND SMALLER#6 AND LARGER1122 CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT WITH GROUND:SLABS, WALLS & JOISTS:#11 AND SMALLER#14 AND #18BEAMS & COLUMNSPRIMARY REINFORCEMENT, TIES,STIRRUPS, & SPIRALSSHELLS & FOLDED PLATE MEMBERS#5 AND SMALLER#6 AND LARGER 341121121234 NOTES:1.CONTRACT DOCUMENTS.2.3.OF THE EQUIVALENT DIAMETER OF THE BUNDLE, THE SCHEDULE COVER,COVERS NOTED SHALL BE USED UNLESS NOTED OTHERWISE ON THECOVERS NOTED ARE FOR CAST-IN-PLACE, NON-PRESTRESSED MEMBERS.CLEAR COVER FOR BUNDLED BARS SHALL BE THE GREATER

CONCRETE COVER SCHEDULE
AND 2".4S1.1CONCRETE COVER SCHEDULENO SCALE
VERTICAL REINFORCING NOT SHOWNd = BAR DIAMETERNOTES:1.2.

REINFORCING IN CENTER

REINFORCING EACH FACE
SEE BAR HOOKS & BENDS DETAIL FOR HOOK DIMENSIONS.2S1.1FOOTING AND WALL INTERSECTIONS3/4" = 1'-0"

1.LENGTHS ARE FOR GRADE 60 REBAR, LAP SPLICE LOCATIONS MUST BE APPROVED BY THE ENGINEER. NOTES:2.4.5.6.

WWR 6x6 - W8 MAXLAPLENGTHWWR8" LAP SPLICE

7. 86"#1170"#1056"#948"#836"#724"#618"#516"#4#3BAR
112"90"72"56"50"42"30"24"18"f'c=3000 PSIf'c=4000 PSIf'c=5000 PSI 42"

SIZEOTHERBARLAP SPLICELDLH
76"60"48"40"30"24"16"16"
96"80"66"50"42"38"30"24"16"36"68"56"48"36"27"18"16"16"
86"72"60"48"40"36"24"18"16"30"
BOTBAR
LD = BAR DEVELOPMENT LENGTH, LH = HOOK MINIMUM EMBEDMENTSTAGGER LAP SPLICES OF ADJACENT BARS BY 30" MINIMUM.3.

OTHERBARBOTBAROTHERBARLAP SPLICELDLHBOTBAROTHERBARBOTBAROTHERBARLAP SPLICELDLHBOTBAROTHERBARBOTBAR

BAR LAP SPLICE, HOOK EMBEDMENT,
66"54"42"34"26"18"14"12"
86"70"56"44"38"32"24"18"14"30"60"46"38"30"22"16"12"12"
74"60"48"38"34"28"20"16"12"26"56"44"36"28"20"14"12"12"
66"54"46"36"30"26"18"14"12"24" 24"22"20"16"14"12"10"8"6" 22"20"18"16"14"12"10"8"6"
20"18"16"14"12"10"8"6"6"
WWR 12x12 - W8 MAX14" LAP SPLICE`OTHER BARS' MUST BE USED FOR HORIZONTAL BARS WHERE THERE IS 12" OR MORE OF FRESH CONCRETEBELOW THE BAR. WALL HORIZONTAL BARS ARE `OTHER BARS'. VERTICAL BARS ARE `BOT BARS'.WHEN TWO BARS OF DIFFERENT SIZES ARE SPLICED, USE THE GREATER OF THE LAP LENGTH FOR THESMALLER BAR AND LD OF THE LARGER BAR.INCREASE LENGTHS BY A FACTOR OF 1.3 FOR EPOXY COATED OTHER BARS, 1.5 FOR EPOXY COATEDBOTTOM BARS, 1.33 FOR GRADE 80 BARS, AND 1.33 FOR LIGHTWEIGHT CONCRETE.MINIMUM CENTER-TO-CENTER GR 60 BAR SPACING: 3" FOR #6 AND SMALLER, 5" FOR #7 AND LARGER.INCREASE LENGTHS BY A FACTOR OF 1.7 FOR SMALLER SPACING, BUT NO LESS THAN 1 1/2" CLEARDISTANCE FOR #8 AND SMALLER; AND 2 1/2" CLEAR DISTANCE FOR #9 AND LARGER. GR 80 MIN SPACING: 6".INCREASE LAP SPLICE OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE BY A FACTOR OF 1.20 AND 1.33 FOR 4BAR BUNDLES. LAPS WITHIN A BUNDLE MUST NOT OVERLAP.

LAP SPLICE, HOOK, AND BAR DEVELOPMENT
3S1.1AND DEVELOPMENT LENGTHNO SCALE
BAR SPLICE WELD1/8"
1/8" SEE SCHED

BUTT WELD BAR SPLICE
60°

BUTT WELD BAR SPLICE

CHIP OR GRIND ROOT TOSOUND METAL BEFORE
1/8" DD/51/16"SEE SCHED
1/8"MAXWHERE USED TO SPLICE ABAR, THE WELD LENGTH ISREQUIRED AT EA BAR INTHE SPLICEBAR TO PLATE OR ANGLE 1/16"
45°1/8"BUTT WELD BAR TO PLATESTEEL PL
1/8"WELDING SECOND SIDE
#10#9#8#6#5#4#3BAR SIZE
6"6"6"5"4"3"3"3"MIN WELDWELD SCHEDULE
#7
LENGTH
A36 ANGLE WITH AREA TWICE THAT OFTHE BAR, WELD DIMENSIONS SIMILAR TOPLATE WELD SHOWN

1.WELD MUST BE WITH LOW HYDROGENNOTES:2.REINFORCING BARS TO BE WELDED MUST BEASTM A706. ELECTRODES E80XX FOR A706 REINFORCINGAND SHALL CONFORM TO AWS-D1.4. 45°
6S1.1REINFORCING BAR WELD DETAIL1'-0" = 1'-0"
SHEET OF 43
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RELEASED FOR PLAN CHECK
S1.124 7S1.1DRILLED PIER DETAIL3/4" = 1'-0"3"
6" MAX PITCH#4 SPIRALS @#8SPIRALS24"Ø PIER#8 TOTAL 6
10'-0"
3" PITCH3 SPIRALS @
3"CLR

6.4 Attachment 2 - Qualifications Package

114

FACE OF EXISTAPPROXIMATE CONCRETESURFACE AFTER REMOVINGUNSOUND CONCRETE, ROUGHENTO 1/4" AMPLITUDECONCRETE SURFACE 1"
REMOVE 1" CLEAR AROUNDREINFORCING BAR WHEREMORE THAN 50% OF BARCIRCUMFERENCE SHOWSCORROSIONFINISH FILLER MATERIALTO MATCH EXISTCONCRETE FINISHINSTALL GALVANIC ANODES EQUALLY SPACED AROUND PERIMETER PER MANUFACTURER'S REPAIR SPALLED SURFACE AREA, PROVIDE 1 1/2" MINCLR COVER TO REINF BAR.

MATCH FACE OF REPAIRED SURFACE WITH FACE OF EXIST CONCRETE SURFACE, TYP NOTIFY THE ENGINEER BEFORE PATCHING IFCONCRETE COVER OVER REINFWILL BE LESS THAN 1 1/2"INSTRUCTIONS, SEE SCHEDULEFOR NUMBERSAWCUT EDGE OF PATCHPERIMETER TO 1/2" DEPTHEXIST REINF TO REMAIN. NOTIFYTHE ENGINEER IF MORE THAN 10%OF THE BAR SECTION IS LOST 1S1.2TYPICAL SPALL REPAIR DETAILNO SCALE
3S1.2LIMITS OF REPAIR

LIMITS OF REPAIR
AREA

AREASPALLED SURFACE

SPALLED SURFACE
APPROXIMATE CONCRETESURFACE AFTER REMOVINGUNSOUND CONCRETE,EXIST REINFROUGHEN TO 1/4" AMPLITUDEINSTALL GALVANIC ANODES AROUND PERIMETER PER MANUFACTURER'S INSTRUCTIONSTO REMAIN 3S1.2SECTIONNO SCALE

FACE OF EXISTCONCRETE SURFACE

MATCH FACE OF REPAIREDSURFACE WITH FACE OF

EXIST REDUCED COVER REINF

EXIST CONCRETE SURFACE, TYP
SO 1/2" MIN CLEAR COVER ISPROVIDED. NOTIFY THE ENGINEERREPAIR SPALLED SURFACEAREA, PROVIDE 1/2" MINCLR COVER TO REINF BAR

EXIST REINFTO REMAIN, TYP
LIMITS OF REPAIR SPALLEDSURFACE AREAAPPROXIMATE CONCRETESURFACE AFTERREMOVING SPALLEDCONCRETE, ROUGHENTO 1/4" AMPLITUDE 1'-0" MIN ALL SIDES OF
REMOVE CONCRETE TO ATTAIN 1" CLR AROUNDREINFORCING BAR
LIMITS OF REDUCEDREDUCED COVER REINFTO BE COVERED. ADJUST BAR SAWCUT EDGE OF PATCHPERIMETER TO 1/2" DEPTH

COVER REINF

FINISH FILLER MATERIALTO MATCH EXISTCONCRETE FINISH
IF MORE THAN 10% OF THE BARSECTION IS LOST
2S1.2REINFORCEMENT IS LESS THAN 0.5 INCHESNO SCALESPALL REPAIR WHERE CONCRETE COVER OVER LEGEND:INDICATES UNSOUND CONCRETE TO BE REMOVEDAND PATCHED CLEAN CONCRETE SURFACES AND EXISTING REINFORCING STEELBY ABRASIVE BLASTING BEFORE PLACING FILLER MATERIAL.

NOTE:EXACT LOCATION OF REPAIR WILL BE DETERMINED AND CONFIRMED BY THE ENGINEER PRIOR TO PERFORMING THE REPAIR WORK.CONCRETE REPAIR NOTES:1.EXISTING REINFORCEMENT SHALL BE PROTECTED IN PLACEDURING UNSOUND CONCRETE REMOVAL AND PATCHING OPERATIONS.2.IT IS RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY REINFORCEMENT DAMAGED DURING CONSTRUCTION AS DIRECTEDBY ENGINEER.3.THE SAWCUT DEPTH SHALL NOT EXCEED 1/2" OR THE CONCRETECOVER OVER THE STEEL REINFORCING BARS WHICHEVER IS LESS.4.REMOVE UNSOUND CONCRETE UNTIL SOUND, HARD CONCRETESUBSTRATE IS EXPOSED. ROUGHEN TO 1/2" AMPLITUDE ANDPATCH.5.APPROXIMATE DEPTH OF ROUGHENED CONCRETE SURFACEIS 3" DEPTH, MAY VARY.6.ALL WORK MUST NOT IMPACT RAIL OPERATIONS AND MUST BEPERFORMED OUTSIDE RAILROAD RIGHT-OF-WAY. ALL WORK MUST7.BE PERFORMED IN CITY RIGHT-OF-WAY. 5/16 5/16

NUMBER OF
7 @ 3" OC
2 @ 3" OC6 @ 3" OC3 @ 3" OC4 @ 3" OC5 @ 3" OCBOLTS
W27W24W18, W21C18, W16C8-C12, W8-W10C13-C15, W12-W14BEAM SIZESHEAR PTHICKNESS 3/4" DIA A325W308 @ 3" OC

BOLTS ATBOLTS AT OTHERLOCATIONS, UON
3/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A325 3/4" DIA A325
NOTES:

GIRDER5/16
3", UON
COPE TOP FLANGEBEAM3" OCHSB @
GIRDERSHEAR PLATE5/165/16

FLOOR LEVELS
SEE BOLTEDPLATE CONNPER AISCSPECIFICATIONS TABLE J3.4BEAM 3/4" DIA A3259 @ 3" OCW36

WELDED PLATE CONNECTIONBOLTED PLATE CONNECTION
AT FULL DEPTH PLATE2 SIDES, TYP. 3 SIDES
3/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A3253/4" DIA A325 3/4" DIA A3253/4" DIA A325
3/4"
2x BOLT DIAMETER, MINCOPE BOTTOM FLANGE
1" MAX3/4" MAX3 1/2"MAXtf
tf"k" BEAM PER AISC SPECIFICATIONOR tf + 1/2" MAX, WHICHEVER ISGREATER1" MAXMAX5/16

1. COPE BOTTOM FLANGE
BOLTED AND WELDED CONNECTIONSMAY BE INTERCHANGED.
2 SIDES, TYP3 SIDES ATFULL DEPTHFULL DEPTH SHEAR PLATEFULL DEPTH SHEAR PLATEPER AISC SPECIFICATIONSTABLE J3.4 3/8"3/8"3/8"3/8"3/8"3/8"3/8"3/8"
PLATE"k" BEAM PER AISCSPECIFICATION OR tf + 1/2"MAX, WHICHEVER IS GREATER3 SIDES 5S1.2SINGLE PLATE CONNECTION1" = 1'-0"
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234TYPICAL DETAILS No. 210/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S1.225
4S1.2SPALL REPAIR NOTESNO SCALE

6.4 Attachment 2 - Qualifications Package

115

PUMP STATION FOUNDATION PLAN1/8" = 1'-0"
18'-0"±18'-0"±18'-0"±18'-0"±
16'-8"±36'-8"±8'-8"±
109876
B
A

LAGOON SIDE
1S3.0
2S3.0TYP
2'-0" MAX AND VARIESCONC INFILL
17'-10"±
8'-0"
EQEQEQ
12" CONC DIVIDERWALL, SEE CIVILDWGS, TYP(E) 14"± CONCWALL, TYP(E) TIMBERPILE, TYPFACE OF (E) WALLCL DIVIDER WALLFACE OF (E) WETWELL SLAB TYP
ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATIONS OF ALL2.EXISTING UTILITIES IN THE FIELD. ALL CONTRACTOR'S SHALL CALL U.S.A., (CA. 1-800-227-2600)48 HOURS BEFORE DIGGING. EXCAVATION FOR UNDERGROUND FACILITIES SHALL NOT BEPERMITTED PRIOR TO UNDERGROUND SERVICE ALERT'S IDENTIFICATION OF EXISTING UTILITIES.

FOUNDATION NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONS INDICATES NEW CONCRETE DIVIDER WALL ABOVE.INDICATES (E) CONCRETE WALL ABOVE.INDICATES EXISTING TIMBER PILE.5.6.7.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.8.9.

4.CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWING AND3.INFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.

INDICATES (E) FOOTING.

THE SIZE & LOCATION OF ALL FOOTING AND SLAB PENETRATIONS SHALL BE SUBMITTED TO THEENGINEER FOR REVIEW PRIOR TO INSTALLATION.

AND DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANYCONDITION ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

SHEET OF 43
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RELEASED FOR PLAN CHECK
S2.026

6.4 Attachment 2 - Qualifications Package

116

PUMP STATION FLOOR PLAN1/8" = 1'-0"
12'-0"±18'-0"±18'-0"±18'-0"±18'-0"±12'-0"±
16'-8"±36'-8"±9'-8"±5'-10"
12" SHOTCRETEOVERLAY, TYP
(E) 24"x14"± CONCRETEPILASTER, TYP(E) 12"± WALL BELOWTYP, UON (E) PUMP, RAGD,& ENGINE, 2 TOTAL,SEE CIVIL DWGS
REPLACE (E) CONCRETE STAIRCASE,EA SIDE OF WALKWAY12" CONCRETEWALKWAY DIESEL ENGINE,2 TOTAL, SEECIVIL DWGS

INSTALL (N) HINGEDTRASH RACK, SEECIVIL DWGS

SLIDE GATES,

REPLACE (E) CONCRETEWALKWAY
1S3.3
3S3.0 111098765
B
A
4S3.0

SEE CIVIL DWGS
(E) 8"± CONCRETEWALL BELOW
(E) 8"± CONCRETEWALL BELOW
9" CONCRETE SLAB

LAGOON SIDE

OUTFALL CHANNEL
(E) 14"± CONCRETEWALL BELOW(E) 14"± CONCRETEWALL BELOW(E) 14"± CONCRETEWALL BELOW 4321

SEE CIVIL DWGS
(E) OPENING WITH GRATINGREPLACEMENT, SEE8" SHOTCRETEINFILL 8" SHOTCRETEINFILL
8" SHOTCRETEINFILL, TYP
5S3.0
4S3.1
2S3.1
1S3.13S4.1
3S4.1 3S3.3
3S3.3
OH
GRADE BEAMBELOW4S3.23S3.2
2S4.2 B
A
1S3.1SIM
8'-6"8'-6"
3S3.1
5S3.1
SLOPE
VALLEY
SLOPE
VALLEY 1'-2"TYPTYPTYP @BEAM
TYPTYP @(E) WALL1'-2"±TYP
TYPTYP

REPLACE (E) STAIRCASE,SEE CIVIL DRAWINGS
ADDITIONAL TOP#5 @ 12" OC, TYP
4S3.23S3.2

REPLACE (E) STAIRCASE,SEE CIVIL DRAWINGS
ADDITIONAL 2-#6TOP & BOTTOM
DRILLED PIER AT STAIRSEE7S1.1

CIVIL DRAWINGSEA SIDE ATOVERHANG

STRINGER SUPPORT,

2.FLOOR NOTES:1.

INDICATES NEW CONCRETE/SHOTCRETE WALL.INDICATES (E) CONCRETE WALL ABOVE.INDICATES NEW CONCRETE WALL OR BEAM BELOW5.7.8.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.9.

ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATIONS OF ALL4.EXISTING UTILITIES IN THE FIELD. ALL CONTRACTOR'S SHALL CALL U.S.A., (CA. 1-800-227-2600) 48 HOURS BEFORE DIGGING. EXCAVATION FOR UNDERGROUND FACILITIES SHALL NOT BEPERMITTED PRIOR TO UNDERGROUND SERVICE ALERT'S IDENTIFICATION OF EXISTING UTILITIES.3.CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWINGS ANDINFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.THE SIZE & LOCATION OF ALL SLAB PENETRATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW PRIOR TO INSTALLATION.INDICATES (E) CONCRETE WALL BELOW.6.10.INDICATES NEW UNITS. SEE CIVIL DRAWINGS FOR LOCATION AND ANCHORAGEREQUIREMENTS.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONSAND DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANYCONDITION ENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234PUMP STATION FLOOR PLANS10/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S2.127

6.4 Attachment 2 - Qualifications Package

117

HIGH ROOF PLAN1/8" = 1'-0"
9'-8"±36'-8"±9'-8"±
9'-0"±12'-0"±18'-0"±18'-0"±18'-0"±18'-0"±12'-0"±9'-0"±
(E) 26"±x14"± CONCRETEBEAM, TYP
(E) 26"±x14"± CONCRETEBEAM, TYP(E) 6"± CONCRETE SLAB
MC10x22
11'x11' ROOFOPENING, 4 TOTAL,
111098765
B
A
2S3.2

SEE CIVIL DWGS FORSIZE AND LOCATION
(E) 24"x14"± CONCRETEPILASTER, TYP
12" SHOTCRETEOVERLAY, TYP
1S3.2
MC10x22MC10x22MC10x22
MC10x22MC10x22MC10x22MC10x22
MC10x22
MC10x22MC10x22
MC10x22
MC10x22
MC10x22
MC10x22
MC10x22

EDGE OFSLAB, TYP
8" INFILLAND 12"OVERLAY4S3.3TYP
TYP
LOW ROOF PLAN1/8" = 1'-0"
4321 5
9'-8"±36'-8"±9'-8"±B
A12'-1"±12'-6"±
21'-0"±14'-0"±14'-0"±14'-0"±8'-0"±
(E) 26"±x14"± CONCRETEBEAM, TYP

EDGE OFSLAB, TYPEDGE OFSLAB, TYP
(E) 6"± CONCRETE SLAB(E) 26"±x14"± CONCRETEBEAM, TYP(E) 24"x14"± CONCRETEPILASTER, TYP3S4.1 3S4.1SHOTCRETE INFILLBELOW, TYP

1.ROOF NOTES:

4.6.±INDICATES AN APPROXIMATE DIMENSION OR ELEVATION. THE CONTRACTORIS TO VERIFY INFORMATION AS REQUIRED TO COMPLETE CONSTRUCTION.3.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH CIVIL DRAWINGSAND INFORM BOTH CIVIL AND STRUCTURAL ENGINEER OF ANY CONFLICTING INFORMATION.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIZES, CONDITIONS, MEMBER ELEVATIONS AND2.DIMENSIONS BEFORE BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS. ANY CONDITIONENCOUNTERED IN THE FIELD THAT CONFLICT WITH THESE PLANS SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER IMMEDIATELY.THE SIZE & LOCATION OF ALL SLAB PENETRATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR REVIEW PRIOR TO INSTALLATION.INDICATES (E) CONCRETE WALL/BEAM BELOW7.INDICATES NEW ROOF OPENING. SEE CIVIL DRAWINGS FOR LOCATION ANDLAYOUT.5.INDICATES NEW CONCRETE/SHOTCRETE WALL BELOW SHEET OF 43
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RELEASED FOR PLAN CHECK
S2.228

6.4 Attachment 2 - Qualifications Package

118

1S3.0SECTION3/4" = 1'-0"(E) FDN SLAB
5" #5 @ 12" OCEW, EF2" CLRTYP
#5 @ 12" OC

REMOVE (E) CONC,(E) REINF TO REMAIN
2'-0"
2'-0"
#5 DOWELS, DRILL & EPOXY IN5" DEEP HOLE @ 4'-0" OC EW
2S3.0SECTION3/4" = 1'-0"
#5 EPOXY DOWELS x 3'-0"W/ 6" EMBED @ 12" OCCENTERED IN WALL #5 @ 12" OCEW, EF
(E) FDN SLAB
1'-0"
3" CLRTYP
3S3.0SECTION1 1/2" = 1'-0"
9"
9"± (E) REINF NOT SHOWN
1'-0"
9'-8"±
(E) CONCRETE1'-0"±
(E) CONCRETE WALL

CONCRETE WALKWAY
SLAB
2'-0"±NOTCH FOR GRATING(E) WINDOW
1 1/2" ALUMINUM GRATING.SEE CIVIL DRAWINGSFOR NEW GRATINGSLAB BEYOND1'-0" 1 1/2"CLR
3" CLRTYP

LAP, TYP
#5 @ 9" OC
#5 @ 12" OCTOP & BOTTOM
#5 @ 12" OC
MATCH (E) WALKWAY WIDTH2 1/2"CLR

CONCRETE SLOPETO MATCH (E)
3/4" CHAMFER

VIF AND MATCH (E)BEYOND
3-#5 TOP &BOTTOMADDITIONAL BARSPER PLANTYP
TYP
#5 @ 6" OC

METAL RAILING,SEE CIVIL DRAWINGS
4S3.0SECTION1 1/2" = 1'-0"
9"± (E) REINF NOT SHOWN
9'-8"±2'-0"±
3'-6"±(E) CONCRETE SLAB
DETAILS NOT NOTEDSEE FOR3S3.0MATCH (E) WALKWAY WIDTH 9"1'-0"
#4 @ 10" OCTYP LAP2-#5
#5 DOWEL DRILLED& EPOXIED IN 4" DEEPHOLE, 4 TOTAL
2" CLR,TYP OPTIONAL CONSTJOINT
2'-2"
(E) CONC COLUMN
(E) 3-#9± TO REMAIN.VIF AND CONFIRM REINFIS NOT DAMAGED.SEE NOTE 2 1/4"±
#4
2-#5#5 DOWEL BEYOND
(E) 3-#9±
5S3.0SECTION3/4" = 1'-0"
MATCH LAPPED REINFSIZE & SPACING DRILLED& EPOXIED 4" DEEP HOLECONC WALKWAY,SEE FOR REINFGRATING NOTCHBEYOND AS OCCURSTYP LAP (E) 8"± CONC WALL3S3.0
DETAILS NOTSEE FOR3S3.0NOTED

ADDITIONAL BARSPER PLAN
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 110/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S3.029
NOTE:IF THE (E) 3-#9 REINFORCEMENT HAS GREATER THAN 10% SECTION LOSS ORCANNOT BE VERIFIED IN FIELD, PROVIDE CONTINUOUS 3-#9 REINFORCEMENT.1. ROTARY DRILL 3 HOLES THROUGH (E) CONCRETE COLUMN.2. INSTALL #9 REINFORCEMENT THROUGH (E) CONCRETE COLUMN.3. PROVIDE 1/2"x3"x3" PLATE AND NUT ON THE INSIDE FACE OF (E) COLUMN.4. EPOXY ANNULAR SPACE BETWEEN DRILLED HOLE AND REINFORCEMENT.

6.4 Attachment 2 - Qualifications Package

119

2S3.1SECTION3/4" = 1'-0"
1'-0"
9'-0"

TRASH RACK,SEE CIVIL DWGS
6"
(E) 12"± CONCWALL
VERIFY IN FIELDIF (E) CONC ISSPALLED. IFSPALLED, USEALTERNATE (E) #4 @ 12"± OCEA WAY, EA FACE#5 @ 12" OC x 3'-0", DRILL & EPOXIEDIN 4" DEEP HOLE 1 1/2"2 1/2"CLRCLR
#5 @ 6" OC

ALTERNATE CORNER DETAIL
#5 @ 12" OC
3/4" CHAMFERDO NOT DAMAGE(E) HOOKEDREINFORCEMENTCORNER DETAILVERIFY LESS THAN10% SECTION LOSS OF(E) REINFORCEMENT#5 @ 9" OC#5 @ 12" OC, TOP & BOTTOM

CONC SLOPETO MATCH (E)
1S3.1SECTION3/4" = 1'-0"
MATCH LAPPED REINFSIZE & SPACING DRILLED& EPOXIED 4" DEEP HOLE

TYP LAP
(E) 8"± CONC WALLDETAILS NOTSEE FOR3S3.0NOTED5 (E) 12"± CONC WALL
1'-0"1'-0"
SEE PLAN#5 @ 6" OC
1 1/2"CLR2 1/2"CLR
#5 @ 6" OC#5 @ 9" OC#5 @ 12" OC
5S3.1SECTION3/4" = 1'-0"
FACE OF (E) 12"±CONC WALLFACE OF (E) COLUMN
A2'-0"±SEE PLAN16'-8"± VIF
EXTENTS OF REPLACEDCONC WALKWAY, SEE2S3.1
FACE OF NEW CONCWALL BEYOND#5 DOWEL @ 12" OC,DRILL & EPOXIED IN 6" DEEPHOLE, CENTERED IN (E) WALL3'-0"

GRATING WALKWAY,SEE CIVIL DRAWINGS
(E) CONC WALLW/ #5 @ 15"± OCHORIZONTAL & #5@ 5"± VERTICAL EF SEE &FOR DETAILS NOT NOTED.NOTED4S3.1
DETAILS NOTSEE FOR2S3.1NOTED
6"3"3S3.1GALVANIZED L6x4. BEYOND
4S3.1SECTION3/4" = 1'-0"
SEE PLANEXTENTS OF REPLACEDCONC WALKWAY, SEE2S3.1SLAB EDGE PROFILEGRATING WALKWAY,SEE CIVIL DRAWINGS CONCRETE DIVIDERSEE FORDETAILS NOT NOTED.3S3.1 BEYOND1'-0" 3" #5x6'-0" @ 12" OCOPTIONAL CJ6"3" 3"GALVANIZED L6x4
WALL, SEE FORWALL DETAILS NOTNOTED2S3.0
3S3.1SECTION1 1/2" = 1'-0"
CONCRETE DIVIDER WALLSEE FOR WALL4"MINGALVANIZED L6x4x5/16CONTINUOUS ALONGDIVIDER WALL EA SIDE 3/4"Ø GALVANIZED THREADEDBOLT @ 12" OC CENTERED ONLONG LEG OF L6x4 ROTARY GRATING WALKWAY.SEE CIVIL DWGSSEE PLAN
DRILLED & EPOXIED IN 4" DEEPHOLE, TYP.

DETAILS NOT NOTED2S3.0
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 210/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S3.130

6.4 Attachment 2 - Qualifications Package

120

1S3.2SECTION3/4" = 1'-0"
(E) CONCRETEROOF SLABROOF HATCH,
MCx PER PLANSEE CIVIL DWGS
3"
6"FACE OF CURB =FACE OF (E) ROOF SLAB#4 CONT6" CONCRETE CURB ATPERIMETER OF OPENING#4x0'-7" @ 12" OC EPOXYDOWEL CENTERED ONCURB W/ 3" EMBED 1/2" DIA EXPANSION ANCHOR@ 1'-6" OC W/ 2 3/4" EMBEDAND 1/4" BEVELED PL WASHER 2S3.2SECTION3/4" = 1'-0"
(E) CONCRETEROOF SLAB
MCx PER PLAN1'-2"±2'-2"±PL 3/4"x11"x1'-0" W/(E) CONCRETE BEAM4-3/4" DIA EPOXYANCHORS W/ 8"EMBED 5/163 SIDES
2"TYP
4"6"2"
3S3.2SECTION3/4" = 1'-0"
2'-0"±
(E) CONC SLABAND BEAM, TYP3'-0"±
9"±9"±
OPENING, SEE CIVILDWGS FOR DIMENSIONS2-#7 TOP &BOT, TYP #4 @ 12" OC,TYP 3 ROWS OF#4 EPOXYDOWEL @ 12" OCW/ 6" EMBED, TYP1 1/2" CLRTYP4S3.2SECTION3/4" = 1'-0" (E) CONC SLABAND BEAM, TYPOPENING, SEE CIVILDWGS FOR DIMENSIONS 1'-0"±
9"±2" CLRTYP2-ROWS OF #4EPOXY DOWELS@ 12" OC W/6" EMBED2-#4, TYP SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 310/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S3.231

6.4 Attachment 2 - Qualifications Package

121

1S3.3SECTION3/4" = 1'-0"

CONCRETE
1'-0"±
(E) CONCRETE SLAB
8"±
#5 HORIZ REINF,SEE WALL ELEVATION#4 @ 3'-0" OCEA WAY, EPOXYDOWELS W/ 4" EMBED (E) REINF NOT SHOWN(E) CONCRETE WALL
OVERLAY3'-0"
2'-0"
OPTIONAL CONST JTAPPROX FG3-#8 TOPAND BOT 4-#5
4 ROWS OF #5EPOXY DOWELS@ 12" OC W/6" EMBED3" CLRTYP
#5 VERT REINF,SEE WALL ELEVATION
#5 @ 12" OC
2S3.3SECTION3/4" = 1'-0"8"±
SEE WALL ELEVATION#5 EPOXY DOWEL,12" SHOTCRETEDOWELS W/ 4" EMBEDEA WAY, EPOXY#4 @ 3'-0" OC(E) CONCRETE WALL

ROOF SLAB(E) CONCRETE
SLOPE TO DRAIN31 OVERLAY
HORIZ BAR EACH FACE W/135° HOOK EACH END.SEE WALL ELEVATION FOR SIZE AND SPACING #412"VERT BARS. SEEWALL ELEVATION FORSIZE AND SPACING6"2"CLR 2" CLRTYP
3S3.3TYPICAL CONCRETE OVERLAY3/4" = 1'-0"

BOUNDARY REINF,SEE WALL ELEVATIONEND OF (E) WALLAT SIM
#4 EPOXY DOWELS,SEE WALL ELEVATION
4S3.3SECTION3/4" = 1'-0"1'-8"±
#5 @ 12" OCINSIDE FACE #5 @ 12" OC,

BOTTOM OF(E) LOUVER TOBE REMOVEDALTERNATE HOOKS
DETAILS NOTSEE FOR2S3.3NOTED#5, SEE WALLELEVATION 5S3.3SECTION3/4" = 1'-0"
AND INFILLSHOTCRETE OVERLAYDETAILS NOT NOTEDSEE FOR4S3.3(E) CONC WALL WALL REINF,SEE ELEVATION#5
2"CLR#5x3'-0" EPOXY DOWELS@ 12" OC W/ 6" EMBEDCENTERED ON (E) WALL#5 SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234STRUCTURAL DETAILS No. 410/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S3.332

6.4 Attachment 2 - Qualifications Package

122

EL 131.83'±

APPROX FG, SEE
(E) CONCRETE PILASTER

CONCRETE OVERLAY
(E) CONCRETEROOF BEAM
(E) DOOR
9'-8"±36'-8"±9'-8"±
(E) ROLL-UP
(E) LOUVER

DOOR CONCRETEWALKWAY
(E) CONCRETEBEAM
(E) CONCRETEROOF SLAB
1S4.0WALL ELEVATION LINE 113/8" = 1'-0"
(E) CONC WALLBELOW

CIVIL DRAWINGS
8" INFILL AND12" OVERLAY
NOT ALL REINFORCEMENT SHOWN.
3S3.33S3.33S3.33S3.3
4S3.32S3.3
#4 TIES, @ 6" OC
#5 @ 12" OC HORIZ,
NOTE:

EACH FACE, TYP
#5 @ 12" OC VERT,EACH FACE, TYP

FULL HEIGHT OFWALL, TYP
5S3.3
#4x2'-6" EPOXY DOWELS@ 18" OC VERT W/ 6" EMBEDTO (E) PILASTER, TYP #5 TRIMBAR EA FACE
2-#6 EA FACE ATBOUNDARY, TYP
#5x3'-6" EPOXYDOWELS @ 6" OCVERT W/ 6" EMBEDTO (E) BEAM, TYP OHSIMSIMOH 1S3.3
TYP #5 STIRRUPS
BA
#5
#8
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 110/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S4.033

6.4 Attachment 2 - Qualifications Package

123

1S4.1PARTIAL WALL ELEVATION LINE A3/8" = 1'-0"
1 2 3 4
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL
3S4.1
2'-0" LAP, TYP
#4 @ 8" OC VERT#4 EPOXY DOWELSTOP AND BOTT@ 8" OC W/ 8"EMBED #4 @ 8" OC HORIZCENTERED ONWALL, DRILL ANDEPOXY IN 8" HOLE 2S4.1PARTIAL WALL ELEVATION LINE B3/8" = 1'-0"
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL
4 3 2 13S4.1
2'-0" LAP, TYP
#4 @ 8" OC VERT#4 EPOXY DOWELSTOP AND BOTT@ 8" OC W/ 8"EMBED #4 @ 8" OC HORIZCENTERED ONWALL, DRILL ANDEPOXY IN 8" HOLE 3S4.1SECTION3/4" = 1'-0"
(E) CONC ROOFSLAB AND BEAMBA
(E) CONC FLOORSLAB
8" SHOTCRETEINFILL PER PLAN #4 VERT #5 HORIZ EPOXYDOWELS CENTEREDON WALL #4 EPOXY DOWELSTOP AND BOTSTD LAP, TYP
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 210/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S4.134

6.4 Attachment 2 - Qualifications Package

124

1S4.2WALL ELEVATION LINE 13/8" = 1'-0"
B A
(E) OPENINGTO REMAIN,TYP
8" SHOTCRETEINFILL, TYP
2'-0" LAP, 2S4.2TYP#4 @ 8" VERTEPOXY DOWELSW/ 8" EMBED
#4 @ 8" OC HORIZEPOXY DOWELSW/ 8" EMBED2S4.2SECTION3/4" = 1'-0" (E) CONC FLOORSLAB
#5 HORIZ EPOXYDOWELS CENTEREDON WALL#4 VERT EPOXYDOWELS

REMOVE AND REPLACE(E) WINDOW, SEECIVIL DWGS
SHEET OF 43
CHECKED:DRAWN:DESIGN:SCALE:DATE:LAGOON PUMP STATIONREHABILITATION PROJECTNOREVISIONSDATE APPR1234WALL ELEVATION No. 310/10/2025AS SHOWNGJTREMTLS

RELEASED FOR PLAN CHECK
S4.235

6.4 Attachment 2 - Qualifications Package

125

NEMA XXXXXXXXXZXXXZXXX
NOTES:1.THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS MAY NOT APPEARWITHIN THE DRAWING SET FOR THIS PROJECT.2.DETAILS REPRESENT TYPICAL INSTALLATION REQUIREMENTS TO BE USEDON THIS PROJECT FOR THE CONDITION SHOWN. DETAILS ARE NOTSPECIFICALLY CALLED OUT AT EVERY APPLICATION POINT FOR CLARITYAND SIMPLICITY. THE INDICATED DETAIL REQUIREMENTS SHALL APPLY FORALL APPLICABLE LOCATIONS.3.PLANS DO NOT SHOW ROUTES OR SIZING OF RACEWAYS ANDCONDUCTORS FOR RECEPTACLES, LIGHTING FIXTURES, LIGHTINGSWITCHES, OR OTHER LOADS. PROVIDE RACEWAYS AND CONDUCTORS ASREQUIRED PER THE DEVICE LOCATION, SWITCH DESIGNATION,PANEL/CIRCUIT NUMBER, AND PROTECTIVE DEVICE RATING SHOWN ONTHE DRAWINGS. HOMERUNS SHOWN CONCEALED OR EXPOSED SHALL BEINDICATIVE OF THE ENTIRE CIRCUIT INSTALLATION.4.IF NOT SHOWN, PROVIDE MINIMUM CONDUIT AND WIRE CIRCUIT RUNCONSISTING OF 3/4" CONDUIT WITH 2#12, 1#12 GROUND.5.WHERE LUMINAIRE MOUNTING HEIGHTS ARE SHOWN ON THE DRAWINGS,HEIGHTS SHALL BE AS MEASURED TO BOTTOM OF THE SOURCE OFILLUMINATION.

COMBINATION MOTOR CIRCUIT PROTECTOR ANDMAGNETIC MOTOR STARTER, FULL VOLTAGENON-REVERSING UNLESS OTHERWISE NOTED:*FVR FULL VOLTAGE REVERSING2S2W TWO SPEED, TWO WINDINGRVAT REDUCED VOLTAGE, AUTO TRANSFORMER#NUMERAL INDICATES NEMA SIZENON-FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE*AMPERE RATING NOTED IF OTHER THAN 30AFUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE,AMPERE RATING AND FUSE SIZE AS NOTED*AMPERE RATING NOTED IF OTHER THAN 30A#FUSE RATING EXAMPLE 15

ONE LINE ORCONTROL DIAGRAMPLANDESCRIPTION
MANUAL MOTOR STARTER WITH THERMALOVERLOAD HEATER"P" INDICATES WITH PILOT LIGHT"2" INDICATES TWO POLEPOWER TRANSFORMER,*RATINGS AND CONNECTIONS AS SHOWN ON THESINGLE LINE DIAGRAMEMERGENCY LIGHTING FIXTURE.NOTATIONS SAME AS ABOVE (NO SWITCHING REQUIRED) EXPOSED CONDUIT (SEE NOTE 4)

CONDUIT STUBBED OUT AND CAPPED
CONCEALED CONDUIT (SEE NOTE 4)HOMERUN TO PANEL AND CIRCUIT SHOWN WITH TICK MARK INDICATESNUMBER OF CONDUCTORS:SHORT TICK = HOTLONG TICK = NEUTRALLONG TICK WITH "G"= GROUNDEXAMPLE SHOWN: CIRCUITS 1 AND 3 TO PANEL LP-1 (HOT, HOT, NEUTRAL,AND GROUND). (SEE NOTE 3)FLEXIBLE METAL CONDUIT "WHIP" FOR RECESSED LIGHTING FIXTURES ANDLIQUID TIGHT MOTOR CONNECTIONS (SEE NOTE 4) UNDERGROUND DUCT BANK, CONCRETEENCASED UNLESS OTHERWISE NOTED. CONDUITARRAY SHOWN IN SECTION 1 ON SHEET E-10.

UNDERGROUND STRUCTURE (MANHOLE OR HANDHOLE)*STRUCTURE TYPE (MH OR HH)XXXID NUMBER PER PLANS, SCHEDULE, OR AS SPECIFIEDORTELEPHONE DEMARCATION (CABINET OR BACKBOARD)TD LIGHTING PANELBOARD (120, 208, 240V)
DUPLEX RECEPTACLE, 20A, 120V, 2P, 3W, NUMBER INDICATES CIRCUIT *GFGROUND FAULT INTERRUPTER TYPEWPWEATHERPROOFTTRANSIENT VOLTAGE SURGE SUPPRESSOR N/AN/A

UNINTERRUPTIBLE POWER SUPPLYCONDUIT, CIRCUIT, OR EQUIPMENT TO BE DEMOLISHED FIELD INSTRUMENT, TAG NO. AS INDICATED*INSTRUMENT TYPE DEFINED ON P&ID SHEETS,CONTROL DIAGRAMS, AND DIVISION 13##LOOP NO.

TIME DELAY RELAY, NUMBER AS INDICATEDRANGE AS NOTEDSETPOINT AS NOTEDNOTC-NORMALLY OPEN, TIMED CLOSINGWHEN ENERGIZED (ON DELAY)NCTO-NORMALLY CLOSED, TIMED OPENINGWHEN ENERGIZED (ON DELAY)NOTO-NORMALLY OPEN, TIMED OPENINGWHEN DE-ENERGIZED (OFF DELAY)NCTC-NORMALLY CLOSED, TIMED CLOSINGWHEN DE-ENERGIZED (OFF DELAY)

N/AN/AN/AN/AN/AN/A
CONDUIT ID:Z = CONDUIT TYPE (AS NOTED OR SCHEDULED)XXX= NUMBER PER SCHEDULE (NOTE 3)CONTROL STATION, TAG NO. AS INDICATED*DEVICE TYPE DEFINED ON P&ID SHEETS ORCONTROL DIAGRAMS##LOOP NO.N/A N/A

EQUIPMENT IDENTIFIER AS DEFINED BY THE PROCESS
N/AN/AN/AN/A EXIT SIGN. ARROW INDICATES DIRECTION OF EGRESS

SPECIAL SYSTEM JACK, TELEPHONE / DATAJUNCTION BOXPULL BOXTERMINAL BOX ARRESTOR, TYPE AS INDICATED*LA = LIGHTNING SURGE ARRESTORSA = SURGE ARRESTORGROUND OR GROUND RODFUSE, AMPERE RATING AS NOTEDSTRIP HEATER OR HEATING ELEMENTCONTACT, NORMALLY OPEN (NO)CONTACT, NORMALLY CLOSED (NC)

MOTOR OPERATED VALVEPUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY CLOSEDPUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN,NORMALLY OPENEMERGENCY STOP PUSHBUTTON WITH REDMUSHROOM HEAD OPERATOR (MAINTAINED CONTACT)SELECTOR SWITCHAON LOCALBOFF REMOTE

MOTOR STARTER COIL, NUMBER AS INDICATEDCONTROL RELAY COIL, NUMBER AS INDICATED 3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTO-OPEN X-CLOSEDPOSITIONTOPCONTACTMIDDLECONTACTBOTTOMCONTACTABCX00NAMEPLATE (A/B/C)*HOA- HAND/OFF/AUTOHOR - HAND/OFF/REMOTELOR- LOCAL/OFF/REMOTEOSC- OPEN/STOP/CLOSE0X000X

ONE LINE ORCONTROL DIAGRAMPLANDESCRIPTIONPLANDESCRIPTION

SOLENOID VALVE

TERMINAL LUG, TERMINATION POINT, ORGROUNDING BOND POINT

GENERATOR, RATINGS AND CONNECTIONS AS NOTED
SOLID STATE MOTOR CONTROL*D.C.= D.C. DRIVE CONTROLLERSCR= SILICON CONTROLLED RECTIFIERVFD= VARIABLE FREQUENCY DRIVERVSS= REDUCED VOLTAGE SOLID STATE

MOTOR, NUMERAL INDICATES HORSEPOWER

SURGE PROTECTION DEVICEN/A

SPECIALTY POWER RECEPTACLE, FUNCTION AS NOTED/
LOW VOLTAGE AIR OR MOLDED CASECIRCUIT BREAKER, 3 POLE UNLESSOTHERWISE NOTED; STABS INDICATEDRAWOUT TYPE AUTOMATIC TRANSFER SWITCH NO. 1 (ATS-1)"N" INDICATES NORMAL SOURCE"S" INDICATES STANDBY SOURCE100A INDICATES CONTINUOUS CURRENT RATING NEMA AREA:"X"INDICATES REQUIRED NEMA RATING OF EQUIPMENT IN THE AREAN/ATERMINAL TO EXTERNAL DEVICE (FIELD OR OTHER PANEL) N/A

N/ANETWORK CONNECTION TERMINATION
MULTIPLE POLE SWITCH#INDICATES NUMBER OF POLES (2, 3 OR 4); BLANK IS SINGLE POLE"a" INDICATES SWITCHLEG SHALL CONTROL LIGHT FIXTURES WITH "a"DESIGNATIONCONTROL TRANSFORMER,*RATINGS AND CONNECTIONS AS SHOWN ON THESINGLE LINE DIAGRAM SYMBOL WHERE THERE IS A DETAILSYMBOL WHERE DETAIL IS DRAWNDETAIL SYMBOLDETAIL NUMBERASSOCIATEDSPECIFICATIONDIVISION NUMBERSHEET NO. WHEREDETAIL IS DRAWN(NOTE 2)SUBTITLEDETAIL26110VARNTS 100AATS-1NS
MOVMOVM# G
CBTRIPFRAMETRIPFRAME* *SPD#MCP*
P2TT

CSCSCSCSCSCS
PILOT LIGHT AND PILOT LIGHT PUSH-TO-TEST TYPECOLOR AS NOTED*R - REDG - GREENB - BLUEW - WHITEA - AMBERTD# SV
30AMS#
UPS
A3
** -XXXTBP
CONTROL SYSTEM INPUT/OUTPUT DEVICESDIGITAL OUTPUTNORMALLY OPENMOMENTARYCONTROL OUTPUTDIGITAL OUTPUTNORMALLY CLOSEDMOMENTARYCONTROL OUTPUTDIGITAL OUTPUTNORMALLY OPENMAINTAINEDCONTROL OUTPUTDIGITAL OUTPUTNORMALLY CLOSEDMAINTAINEDCONTROL OUTPUTANALOG OUTPUT4-20mAUNLESS NOTEDPULSE INPUTANALOG INPUT4-20mAUNLESS NOTEDDIGITAL INPUT LIQUID LEVEL SWITCHPRESSURE SWITCHFLOW SWITCH (AIR, WATER, ETC.)POSITION (LIMIT) SWITCHT

NORMALLY OPEN, CLOSES ON RISING LEVELNORMALLY CLOSED, OPENS ON RISING LEVELNORMALLY OPEN, CLOSES ON RISING PRESSURENORMALLY CLOSED, OPENS ON RISING PRESSURENORMALLY OPEN, CLOSES ON INCREASED FLOWNORMALLY CLOSED, OPENS ON INCREASED FLOWNORMALLY OPENNORMALLY OPEN - HELD CLOSEDNORMALLY CLOSEDNORMALLY CLOSED - HELD OPENTEMPERATURE SWITCH OR ROOM THERMOSTATNORMALLY OPEN, CLOSES ON RISING TEMPERATURE AMPEREALTERNATING CURRENTAMP FRAMEABOVE FINISHED FLOORALUMINUMAMPERE INTERRUPTING CAPACITYAMP TRIPAUTOMATIC TRANSFER SWITCHAUTOMATICAUXILIARYAMERICAN WIRE GAUGEBARE COPPER GROUNDBUILDINGCONDUIT, CONTACTORCIRCUIT BREAKERCIRCUITCONTINUOUS LOADCONCRETE MASONRY UNITCONTROL PANELCONTROL POWER TRANSFORMERCURRENT TRANSFORMERCOPPERCONDUIT WALL SEALDIRECT CURRENTDIAMETERDRAWINGEXISTINGEACHELECTRICALELEVATIONENCLOSURE OR ENCLOSEDEQUIPMENTELAPSED TIME METERFUTUREFIBER OPTICFEETFUSEGROUNDGALVANIZEDGENERATORGROUND FAULT INTERRUPTERGALVANIZED RIGID STEELHIGH INTENSITY DISCHARGEHANDHOLEHORSEPOWERHEATING VENTILATION AIRCONDITIONINGHERTZ1000 CIRCULAR MILSKILOVOLT AMPERESKILOWATTSLOCAL EMERGENCY STOPLIGHTINGLIGHTING PANELLOW VOLTAGE A, AMPacAFAFFALAICATATS AUTOAUX AWGBCGBLDGCCBCKTCLCMUCPCPTCTCUCWSdcDIADWG(E)EAELECELENCLEQUIPETM(F)FOFTFUG, GRDGALVGENGFIGRSHIDHHhpHVACHzkcmilkVAkWLESLTGLPLV MAXMCCMCPMFRMHMINMLMVNN/ANCNCLNICNONO.NTSOLPPBPCPHPNLPTPVCRECEPTREQDSECSHTSSSWSWBDSWGRTCTELTDTMTOTSPTYPUGUONUPSVVAVARVFDWW/WPXFMR

MAXIMUMMOTOR CONTROL CENTERMOTOR CIRCUIT PROTECTORMANUFACTURERMANHOLEMINIMUMMOTOR LOADMEDIUM VOLTAGENEUTRALNOT APPLICABLENORMALLY CLOSEDNON-CONTINUOUS LOADNOT IN CONTRACTNORMALLY OPENNUMBERNOT TO SCALEOVERLOADPOLEPULL BOXPHOTOCELLPHASEPANEL OR PANELBOARDPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDERECEPTACLEREQUIREDSECONDS OR SECONDARYSHEETSTAINLESS STEELSWITCHSWITCHBOARDSWITCHGEARTIME DELAY ON CLOSINGTELEPHONETELEPHONEDEMARCATION POINTTIME SWITCHTIME DELAY ON OPENINGTWISTED SHIELDED PAIRTYPICALUNDERGROUNDUNLESS OTHERWISE NOTEDUNINTERRUPTIBLEPOWER SUPPLYVOLTSVOLT AMPSVOLT AMPS REACTIVE,VARIOUSVARIABLE FREQUENCYDRIVEWIRE, WATTS, WIDTHWITHWEATHERPROOFTRANSFORMER

ABBREVIATIONSN/AUTILITY METERN/ADIGITAL MULTIMETERDMMMETERUTILITY KEY INTERLOCK: # - KEY NUMBER AS INDICATEDELECTRICAL INTERLOCKN/AN/A#E DI-+AI-+AOPIMM
**
*#*
HTR
E
JJ
*- ##
*- ##
4*
F
1,3,LP-1G
b#

ABHOA(XOO)(OXO)(OOX)
CR#

XXXXXXXX
*

PENDANT OR SURFACE MOUNTED LIGHTING FIXTURE,NOTATIONS SAME AS ABOVEWALL MOUNTED LIGHTING FIXTURE, NOTATIONS SAME AS ABOVECROSS HATCH INDICATES LIGHTING FIXTURE FOREMERGENCY EGRESS LIGHTINGPOLE MOUNTED LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE CEILING MOUNTED LIGHTING FIXTURE"A" - FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE)"b" - CONTROLLED BY SWITCH "b""3" - CIRCUIT NUMBER3bA3bA3bA3bAA3bA3b

CONDUIT TURNING DOWNCONDUIT TURNING UP
E-101
26410GE-2
PHOTO VANTAGE POINT AND DIRECTION#PHOTO NUMBERXXSHEET NO. WHERE PHOTO IS LOCATED#XX SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\GE-01.dwg BeeVue 12/05/25 12:01pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA CaliforniaNTSAFCADPXXXELECTRICAL LEGEND 36GE-1

6.4 Attachment 2 - Qualifications Package

126

SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\GE-02.dwg BeeVue 12/05/25 12:02pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA California 1"(TYP)12"(MAX)2"(TYP)2"(MIN)
CONDUIT MOUNTINGON CONCRETE WALLDETAIL26131VARNTS
NOTES:1.FOR DRY, INTERIOR CONDITIONS,CONTRACTOR MAY USE 1/4" MINTAPCON + ANCHOR W/ SSFENDER WASHER OR EQUAL.CONDUIT CLAMP,SIZE AS REQUIRED(TYP)3/8"Ø EXP ANCHOR 316 SS,HILTI KB-TZ W/ SS FENDERWASHER OR EQUAL (TYP)(NOTE 1)CAST MALLEABLEIRON SPACER ANDONE HOLE STRAPCHANNEL, UNISTRUTP1001 OR EQUAL3/8"Ø EXP ANCHOR316 SS, HILTI KB-TZW/ SS FENDERWASHER OR EQUAL(TYP) (NOTE 1) CONTROL STATION MOUNTING STANDON EXISTING SLABDETAIL26410VARNTS NOTES:1.WEIGHT OF MOUNTED EQUIPMENT < 250 lbs.2.UNLESS OTHERWISE NOTED, ALL MATERIALSHALL BE STEEL AND HOT DIP GALVANIZED(G90) AFTER FABRICATION. 3" (MIN)(TYP)3" (MIN)(TYP)EDGE OF SLABEDGE OF SLAB
3/16
4" MIN BOLT EMBEDMENTINTO STRUCTURAL SLAB1/84'-0"(MAX)PL TO HSSPL 3/16 TO HSS1 1/2"(TYP)1 1/2"(TYP)T&B OFPL 3/16TO HSS1" -1
-1NTSSECTION
1/81/8 3/163/16
PL 3/16"x4 1/2"x2 1/2"1/8" MILD STL PLATE DIMENSION AS REQD TOSUIT EQUIPMENT DRILL PLATE FOR NO. OFHOLES REQD REMOVE ALL SHARP EDGES,CLEAN AND HOT DIP GALV AFTER FABRICATION5/8" RADIUS (TYP)RUN CONDUITS UPHSS FACESTRUCTURAL STEELHSS 4x2x3/16"(PROVIDE 2 SUPPORTS IFMOUNTING PLATE IS MORETHAN 24" WIDE)PROVIDE WEEP HOLE NEARBOTTOM OF TUBING3/8"x10"x10" MIN BASE PLATEWITH 4-1/2Ø POST-INSTALLEDEPOXY CONC ANCHORS WITHNUT AND WASHER BASE PLATE(E) SLAB4-1/2"Ø POST-INSTALLED EPOXYCONC ANCHORSHSSCONDUIT

NTSAFCADPXXXELECTRICAL STANDARD DETAILS
37GE-2

6.4 Attachment 2 - Qualifications Package

127

0.5GATE 1A
15A

0.5GATE 1B
15A

0.5GATE 2A
15A

0.5GATE 2B
15A

0.5GATE 3A
15A

0.5GATE 3B
15A

0.5GATE 4A
15A

0.5GATE 4B
20A
5WATERPUMP
30A

7.5AIRCOMPRESSOR
15A

0.33FUELPUMP
15A

DOOROPERATOR
20A

CHLORINEHEATER
70A
LIGHTINGPANEL L-1
LIGHTING XFMR45kVA, 3Ø, 4W480V-208/120VLIGHTINGPANEL L-2 90A
CRANE
225A

CONTROLSTRUCTUREFEEDER(OFF)
300A
(OFF)

DISTRIBUTION PANEL P
SCALE: NTSSINGLE LINE DIAGRAM
400A, 480V, 3Ø, 3W, 35KAIC400A, 480V, 3Ø, 3WP310AP310BP320AP320BP330AP330BP340AP340B(NOTE 2, TYP) NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.DISCONNECT AND PULL OUT EXISTING CONDUCTORS IN EXISTINGCONDUITS AND PROVIDE NEW CONDUCTORS AS SHOWN ON THECONDUIT SCHEDULE ON DRAWING E-2.

NTSAFCADPXXXSINGLE LINE DIAGRAM
38E-1

6.4 Attachment 2 - Qualifications Package

128

ONOFFAUTO

GRGRGRGR

ONOFFAUTOONOFFAUTOONOFFAUTO
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-02.dwg BeeVue 12/05/25 12:04pmXR:FOST-16 - TITLEBLOCK 34 x 22 JNA CaliforniaNTSAFCADPXXXELEVATION AND SCHEDULES SCALE: 3/4"=1'-0"ELEVATION
5A
4A3A4B3B4C3C4D3D4E3E4F3F4G3G
32"24"24"36"36"12'-8"
7'-6"
PANELBOARD SCHEDULECKTLOADVAVAVABRKRCKTLOADVAVAVABRKRNOTYPEUSAGEPHASE APHASE BPHASE CA/PLSNOTYPEUSAGEPHASE APHASE BPHASE CA/PLS1NCLLights - Pump Rm- 30/12NCLLights - Pump Rm- 30/13NCLLights - Pump Rm- 30/14NCLLights - Pump Rm- 30/15NCLLights - Pump Rm-30/16NCLLights - Pump Rm-30/17NCLLgts.- So. Canopy- 20/18NCLLights - No. Canopy- 20/19NCLLgts - So. Canopy- 20/110NCLLights No Canopy- 20/111NCLLgts.- So. Canopy-20/112NCLLights No. Canopy-20/113NCLLight By Rollup Door- 20/114NCLTie Clocks- 20/115NCLSol. Valve -Water Tank- 20/116NCLPanel "P" Control cir- 20/117NCLPlugs - So. Wall-20/118NCLPlugs - No. wall-20/119NCLPlugs - Shop- 20/120NCLBoat Lift- 30/121NCLEng. #1 Heater- 40/122NCLMicrowave & Radio- 20/123NCLEng. #2 Heater-40/124NCLPanel Plug-20/125NCLSpare- 30/126NCL- 20/127NCLSpare- 20/128NCLWall Plug for Petro Vend- 15/129NCLParking Lot Lights-20/130NCLPump 3 Battery Charger-20/131NCL- 32NCLPump 4 Battery Chgr- 20/133NCLExt Light- 20/134NCLSpare- 20/135NCL- 36NCLSpace-37NCLEngine 1 Control Panel120020/138NCLSpace-39NCLFuel Aux. Gen- 20/140NCLDOCK LIGHTS.- 20/141NCLEngine 2 Control Panel120020/142NCLSpace-PHASE VA SUBTOTALS120001200PHASE VA SUBTOTALS000PHASE VA TOTALS120001200PANELBOARD VA TOTAL2400CL125%TOTAL CONTINUOUS LOADS (VA):0 PANEL NO.:(E) L-2ABBREVIATIONSNCLTOTAL NON-CONTINUOUS LOADS (VA):2400LOCATION:Pump HouseCL - CONTINUOUS LOADMLMOTOR LOADS (VA):0 VOLTAGE:208/120V‚ 3Ø‚ 4WML - MOTOR LOAD25% LARGEST MOTOR LOAD (VA):00 BUS RATING:100ANCL - NON-CONTINUOUS LOADCALCULATED TOTAL LOAD (VA):2400MAIN BREAKER:XXACALCULATED TOTAL LOAD (AMPS):SHORT CIRCUIT RATING:XX KAIC NAMEPLATE SCHEDULE: MAIN POWER PANELNO.LINE 1 - EQUIPMENT IDLINE 2 - EQUIPMENT DESCRIPTIONCHAR. SIZE1ACOMMERCIAL MAIN, GEN MAIN1/4"1BATS1/4"2AGEN AMPS, VOLTS, WATTS, FREQUENCY1/4"2BPANELBOARD P1/4"3AGATE MOTOR 3A1/4"3BGATE MOTOR 3B1/4"3CGATE MOTOR 4A1/4"3DGATE MOTOR 4B1/4"3EWATER PUMP1/4"3FAIR COMPRESSOR1/4"3GTERMINAL BLOCKS1/4"4AGATE MOTOR 1A1/4"4BGATE MOTOR 1B1/4"4CGATE MOTOR 2A1/4"4DGATE MOTOR 2B1/4"4EFUEL PUMP1/4"4FSPACE1/4"4GTERMINAL BLOCKS1/4"5AREMOTE TERMINAL UNIT1/4" NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.REUSE EXISTING CIRCUIT BREAKERS.3.PROVIDE NEW 20A/1P CIRCUIT BREAKERS AND REVISE PANELSCHEDULE. 2A
2B
1A
1B
NOTE 2 (TYP)
CONDUIT AND CABLE SCHEDULEConduit TagSize [in.]FillFromToCommentsN100 3/4(1)TSP-CPACENGINE 1 CONTROL PANELN200 3/4(1)TSP-CPACENGINE 2 CONTROL PANELL100 3/4(1)#12, (1)#12-N,(1)#12-GL-2ENGINE 1 CONTROL PANELL200 3/4(1)#12, (1)#12-N,(1)#12-GL-2ENGINE 2 CONTROL PANELP310A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 1AREUSE EXISTING CONDUITP310B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 1BREUSE EXISTING CONDUITP320A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 2AREUSE EXISTING CONDUITP320B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 2BREUSE EXISTING CONDUITP330A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 3AREUSE EXISTING CONDUITP330B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 3BREUSE EXISTING CONDUITP340A 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 4AREUSE EXISTING CONDUITP340B 3/4(3)#12, (1)#12-GMAIN POWER PANELGATE 4BREUSE EXISTING CONDUITNOTE 3 39E-2

6.4 Attachment 2 - Qualifications Package

129

MOVMOVMOVMOVMOVMOVMOVMOV
SHEET OF 43CHECKED:DRAWN:DESIGN:SCALE:DATE:12/5/2025LAGOON PUMP STATION REHABILITATION ANDCAPACITY ENHANCEMENT PROJECTNOREVISIONSDATE APPR1234 60% PLANS - NOT FOR CONSTRUCTION
4699 OLD IRONSIDES DR., SUITE #350SANTA CLARA, CA 95054(408) 246-4848NOT FORCONSTRUCTIONC:\TJCAA Dropbox\Bee Vue\TJCAA Projects\2025 Projects\125019 - S&W, Foster City Lagoon PS Rehab\Elec\E-03.dwg BeeVue 12/05/25 12:05pmXR:FOST-16 - TITLEBLOCK 34 x 22 FOST-16-IMPROVEMENTS JNA California SCALE: 3/16"=1'-0"PLAN
L200N200 L100N100
L100L200

MAIN POWER PANELRTU PANEL
PANEL L-2
NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION PRIOR TOPERFORMING AND WORK.2.PROVIDE NEW CONDUIT AND WIRE FROM LIGHTING PANEL L-2 TOENGINE CONTROL PANELS. PROVIDE NEW 20A CIRCUIT BREAKERSAS SHOWN ON THE PANELBOARD SCHEDULE, DRAWING E-2.

P310AP310BP320AP320BP330AP330BP340AP340B(NOTE 2)(TYP OF 2) GATE 1AGATE 1BGATE 2AGATE 2BGATE 3AGATE 3BGATE 4AGATE 4B NEMA 4XENGINE 2CONTROLPANEL26410GE-2 ENGINE 1CONTROLPANEL(TYP OF 2)N100N200 26131GE-2
3E-52E-51E-5

AS SHOWNAFCADPXXXELECTRICAL PLAN DRAWING
40E-3

6.4 Attachment 2 - Qualifications Package

130

AT RTU CONTROL PANELAT FIELD EQUIPMENT LOCATIONLEGEND
L2L3L1VALVE ACTUATOR
LOR480VACPOWER
COMOPENCLOSELOR(OOX)HS-*
HS-*A
CLOSEHS-*D
NOTES:1.FULL TAG NAME TO INCLUDE ISA DESIGNATION ANDLOOP NUMBER.

RZLH-*OPENEDGZLL-*CLOSEDSTOPHS-*COPENHS-*B
ZSL-*ZSH-*
SCALE: NTSOPEN/CLOSE ACTUATOR

NTSJNABVXXXACTUATORS CONTROL SCHEMATIC
41E-4

6.4 Attachment 2 - Qualifications Package

131

E-31SCALE: NTSPHOTOMOTOR CONTROL CENTERE-32SCALE: NTSPHOTORTU PANEL(NOTE 2)E-33SCALE: NTSPHOTOPANEL L-2 NOTE 1
NOTE 3

NTSJNABVXXXANNOTATED PHOTOS
42E-5

6.4 Attachment 2 - Qualifications Package

132

LEGEND:CAT-6 ETHERNETTWISTED SHIELDED PAIRo

WATER DEPARTMENT
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J1939 SIGNAL

NTSJNABVXXXPARTIAL NETWORK ARCHITECTURE DIAGRAM
43E-6

6.4 Attachment 2 - Qualifications Package

133

CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

38 ATTACHMENT B – Insurance Requirements

The Contractor shall procure and keep in full force and effect during the term of the Agreement, at the Contractor's cost and expense, the following policies of insurance with companies licensed to do business in the State of California which are acceptable to the City. The Contractor shall, within ten (10) calendar days from the date of Award of Contract, supply the City with the Certificate showing that such insurance is in force. The City reserves the right to cancel the contract if these requirements are not met within 30 calendar days of the Notice of Acceptance of Bid.

All policies shall contain a provision that they shall not be canceled or materially changed without thirty (30) calendar days prior written notice to the City. No cancellation provision in any insurance policy shall be construed in derogation of the continuous duty of licensee to furnish the required insurance during the term of the Agreement.

(a) Workers' Compensation. The Contractor shall provide Workers' Compensation insurance as required by law. The Contractor is aware of the provisions of the California Labor Code §3700, which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and will comply with such provisions before commencing the work.

(b) Comprehensive or Commercial General Liability. Coverage includes Bodily Injury and Property Damage as required by the Agreement.

(d) Special Hazards. The Supplementary Conditions may require the Contractor to provide coverage against any special hazards which may be encountered in the performance of this Contract.

(e) Builder's Risk. The Supplementary Conditions may require the Contractor to insure all work and materials supplied against loss or damage by fire, malicious mischief or vandalism.

All policies taken out by the Contractor insuring work and materials supplied shall list the City as additionally insured and be payable to the Contractor and the City. Policies shall be kept in full force and effect by the Contractor until final acceptance of the work by the City.

(f) Subcontractor(s) Insurance Requirements . The Contractor shall either: (1) require each subcontractor to procure and maintain during the life of its subcontract all insurance of the type and in the amounts specified in the Agreement or (2) insure the activities of subcontractor(s) in its own policy.

6.4 Attachment 2 - Qualifications Package

134

CITY OF FOSTER CITY

LAGOON PUMP STATION SEISMIC REHABILITATION & CAPACITY
ENHANCEMENT PROJECT (CIP 301-717)

PRE-QUALIFICATION OF GENERAL CONTRACTORS

39 ATTACHMENT C – Project Labor Agreement

6.4 Attachment 2 - Qualifications Package

135

Project Labor Agreement for the City of Foster City/Estero Municipal Improvement District

Page 1 ends

Foster City City CouncilMay 18, 2026

Foster City City Council
May 18, 2026