Milpitas City Council
March 18, 2025

March 18, 2025 Milpitas City Council Agenda Page 1

REGULAR MEETING OF THE MILPITAS

CITY COUNCIL
AGENDA
TUESDAY, MARCH 18, 2025
CITY COUNCIL CHAMBER, 455 E. CALAVERAS BLVD, MILPITAS, CA 5:30 PM (CLOSED SESSION)
7:00 PM (PUBLIC BUSINESS)
For assistance in the following languages, you may call:

Đối với Việt Nam, gọi 408-586-2400
Para sa Tagalog, tumawag sa 408-586-3051
Para español, llame 408-586-3072
* To access written translation during the meeting, scan the QR Code.

The City Council meeting is held in the City Council Chamber at City Hall, 455 E. Calaveras Blvd., Milpitas and via teleconference/Zoom webinar.

You may watch the Council meeting without providing public comment by accessing it via links here.

Meeting shall be livestreamed - Go to:

Facebook: https://www.facebook.com/CityofMilpitas/
YouTube: https://www.milpitas.gov/youtube
Web Streaming: https://www.milpitas.gov/webstreaming

PUBLIC COMMENT INSTRUCTIONS
Oral public comments may only be provided live during the City Council meeting in person, unless the City Council approves remote public comment. All comments provided shall be limited to three minutes or less as determined by the Mayor. All members of the public will be limited to one comment per agenda item, and one comment for non-agenda items. Members of the public may submit written comments by email to [email protected]
The meeting will be streamed via Zoom for viewing purposes only unless the City Council approves remote public comment. To watch via Zoom, please register at:
https://ci-milpitas-ca-gov.zoom.us/webinar/register/WN_IHvlofKNT1qY5GHh7A-jJw NOTE: If a member of the public wishes to share any presentation materials for Council consideration, they must be submitted to the Clerk’s Office by email to [email protected] by 12:00 p.m. on the day of the meeting. No presentations will be accepted in person in the Council Chambers.

MILPITAS CITY COUNCIL CODE OF CONDUCT
•Be respectful and courteous (words, tone, and body language). •Model civility.
•Avoid surprises.
•Praise publicly and criticize privately.
•Focus on the issue, not the person.
•Refrain from using electronic devices while on the Council dais. •Disclose conflicts of interest and affiliations related to agenda items. •Separate governing from campaigning.
•The Council speaks with one voice after making policy on issues. •Respect the line between policy and administration.
•Council will hold one another accountable to comply with this Code of Conduct.

March 18, 2025 Milpitas City Council Agenda Page 2
CALL MEETING TO ORDER by Mayor and ROLL CALL by City Clerk (5:30 PM)

ADJOURN TO CLOSED SESSION
(a) CONFERENCE WITH LABOR NEGOTIATOR
Pursuant to Government Code Section 54957.6
Agency’s Designated Representatives: Rick Bolanos, Liebert Cassidy Whitmore Employee Organization(s): Professional and Technical Employees, Mid-Management and Confidential Employees, Milpitas Employees Association, Unrepresented Employees (b) CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: APN No. 086-37-018
Agency’s Negotiator(s): City Engineer Michael Silveira
Negotiating Parties: City of Milpitas and Santa Clara Valley Water District Under Negotiation: Price and terms of payment
(c) CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: 1480-1488 South Main Street, Milpitas, CA 95035 Agency’s Negotiator(s): Economic Development and Strategic Initiatives Director Alex Andrade Negotiating Parties: City of Milpitas and Espana’s Collision Repair DBA CARSTAR Espana’s Under Negotiation: Price and terms of payment
(d) CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8
Property: APN Nos. 028-34-001 through 028-34-094
Agency’s Negotiator(s): Economic Development and Strategic Initiatives Director Alex Andrade Negotiating Parties: City of Milpitas and Milpitas Community Museum Under Negotiation: Price and terms of payment
CLOSED SESSION ANNOUNCEMENT:

Report on action taken in Closed Session, if required per Government Code Section 54957.1, including the vote or abstention of each member present.

PLEDGE OF ALLEGIANCE
INVOCATION (Mayor Montano)
PRESENTATIONS (7:05 PM)
● Neighborhood Beautification Awards (Certificate)
PUBLIC FORUM (7:15 PM)
Members of the public are invited to speak on any item that does not appear on today’s agenda. Comments will be limited to three minutes or less at the Mayor’s discretion. When called to speak, you are encouraged to state your name for the record.

As an item not listed on the agenda, no action can be taken, however the City Council may instruct the City Manager to place the item on a future meeting agenda.

ANNOUNCEMENT OF CONFLICT OF INTEREST AND CAMPAIGN CONTRIBUTIONS

March 18, 2025 Milpitas City Council Agenda Page 3

READING OF THE CITY COUNCIL CODE OF CONDUCT

APPROVAL OF AGENDA
CONSENT CALENDAR (7:20 PM)
Consent calendar items are considered to be routine and will be considered for adoption by one motion. There will be no separate discussion of these items unless a City Councilmember, member of the audience or staff requests the Council to remove an item from (or be added to) the consent calendar. Any person desiring to speak on any item on the consent calendar should ask to have that item removed from the consent calendar.

C1. Receive City Council Calendar of Meetings for March and April 2025 (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Recommendation: Receive City Council Calendar of Meetings for March and April 2025.

C2. Approve City Council Meeting Minutes of March 4, 2025 (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Recommendation: Approve City Council Meeting minutes of March 4, 2025.

C3. Receive the Preview List of Anticipated Items for the Next Regular City Council Meeting (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Recommendation: Receive the list of anticipated agenda items for the next regular City Council meeting.

C4. Receive and Review the List of Agenda Items Requested by City Councilmembers (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Recommendation: Receive the list of items that have been requested by City Councilmembers and received consensus in previous meetings to date.

C5. Authorize and Approve a Travel Request to the City of Milpitas Sister City Dagupan, Philippines, from April 25 to May 1, 2025 (Staff Contact: Matt Cano, Assistant City Manager, 408-586-3012) Recommendation: Authorize and approve travel to Dagupan, Philippines, by Vice Mayor Gary Barbadillo from April 25 to May 1, 2025, for a total estimated amount of $3200, budgeted under the Individual Elected Official Allocation for Conferences/Meetings/Trainings.

C6. Authorize the City Manager, or Designee, to Execute Purchase Orders with Pace Supply Corp. for Clow Fire Hydrants and Related Parts (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111; and Christian Di Renzo, Public Works Director, 408-586-2602) Recommendation: (1) Authorize the City Manager, or designee, to issue purchase orders to PACE Supply Corp. for Clow fire hydrants and check valves in an amount not to exceed $165,157; and (2) Authorize the City Manager, or designee, to issue additional purchase orders to PACE Supply Corp. for Clow fire hydrants and related parts as required for a period of up to five years, subject to existing contract authority and the appropriation of funds.

C7. Authorize the Surplus of City Vehicles and Equipment (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111)
Recommendation: Authorize the surplus of City vehicles and equipment with JJ Kane Auctions.

C8. Adopt a Resolution to Approve Project Plans, Award the Construction Contract to Cratus, Inc., and Authorize Contract Change Order(s) for the Dempsey Road Water Line Replacement (Staff:

March 18, 2025 Milpitas City Council Agenda Page 4
Christian Di Renzo, Public Works Director, 408-586-2602; and Michael Silveira, City Engineer, 408-586-3303)
Recommendation: (1) Adopt a resolution to approve project plans and specifications, (2) Award the construction contract to Cratus, Inc. in the amount of $5,463,800, (3) Authorize the City Manager to execute the construction contract with Cratus, Inc., and (4) Authorize the Public Works Director to negotiate and execute contract change order(s) in an aggregate amount not to exceed $1,093,000 for the Dempsey Road Water Line Replacement, Project Nos. 7110 and 7118.

C9. 2023 Community Project Funding for the Milpitas Carbon Neutral Homes Retrofit Program (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602) Recommendation: (1) Adopt a resolution to accept and authorize the City Manager or designee to execute the grant award and agreement from the U.S. Department of Energy for the Milpitas Carbon Neutral Homes Retrofit Program in the amount of $3,000,000 and appropriating the respective revenue and expenditure , (2) Authorize the City Manager, or designee, to approve a subrecipient agreement with Silicon Valley Clean Energy in an amount not to exceed $2,655,000 for the administration and issuance of additional rebates for Go Electric Milpitas program applicants; and (3) Approve a limited- term, grant-funded Administrative Analyst I/II position for the Public Works Department.

C10. Receive an Update on the Security Improvements at the McCarthy Ranch Sewer Lift Station (Main Lift) and Determine that the Condition Continues to Constitute an Emergency (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602) Recommendation: (1) Receive an update on the security improvements at the McCarthy Ranch Sewer Lift Station; and (2) Determine by a four-fifths vote that the condition continues to constitute an emergency.

C11. Approve Installation of Womanhood Project Marker at Delano Manongs Park (Staff Contact:

Renee Lorentzen, Recreation and Community Services Director, 408-586-3409) Recommendation: Approve installation of a Womanhood marker in commemoration of Dr. Dawn Mabalon at Delano Manongs Park from The Womanhood Project funded by the County of Santa Clara Office of Women’s Policy.

COMMUNITY DEVELOPMENT (7:30 PM)

12. Receive Update on Milpitas Innovation District Branding Initiative and Logo Design Status (Staff Contact: Alex Andrade, Economic Development and Strategic Initiatives Director, 408-586-3046) Recommendation: Receive update on the Milpitas Innovation District Branding Initiative and approve Logo Design Option #1 for final development by consultant Navajo Company.

COMMUNITY SERVICES AND SUSTAINABLE INFRASTRUCTURE (8:00 PM)

13. Approve Design for Historical Park Marker Project (Staff Contact: Renee Lorentzen, Recreation and Community Services Director, 408-586-3409)
Recommendation: (1) Approve the design for Historical Park Markers by Vickie Jo Sowell; and (2) Transfer $10,000 from CP3489 Public Art Program to fully fund this project.

ANNOUNCEMENTS AND FUTURE AGENDA ITEMS (8:30 PM)
Members of the City Council or City Manager may make brief announcements at this time. Members of the City Council may also suggest future agenda items. For future agenda items, the City Council shall not debate the topic or engage in

March 18, 2025 Milpitas City Council Agenda Page 5
discussion but shall simply state a “yes” or “no” as whether to move the item forward. If a majority of the City Council agrees to move the item forward, the City Manager shall place the item on a future agenda.

ADJOURNMENT (8:35 PM)

KNOW YOUR RIGHTS UNDER THE OPEN GOVERNMENT ORDINANCE
Government’s duty is to serve the public, reaching its decisions in full view of the public. Commissions and other City agencies exist to conduct the people’s business. This ordinance assures that deliberations are conducted before the people and City operations are open to the people’s review. For more information on your rights under the Open Government Ordinance or to report a violation, contact the City Attorney’s office at Milpitas City Hall, 455 E. Calaveras Blvd., Milpitas, CA 95035 e-mail:[email protected] / Phone: 408-586-3040 The Open Government Ordinance is codified in the Milpitas Municipal Code as Title I Chapter 310 and is available online at the City’s website www.milpitas.gov by selecting the Milpitas Municipal Code link.

Materials related to an item on this agenda submitted to the City Council after initial distribution of the agenda packet are available for public inspection at the City Clerk’s office at Milpitas City Hall, 3rd floor 455 E. Calaveras Blvd., Milpitas and on City website. City Council agendas and related materials can be viewed online: www.milpitas.gov/government/council/agenda_minutes.asp (select meeting date)

APPLY TO SERVE ON A CITY COMMISSION
Commission application forms are available online at www.milpitas.gov or at Milpitas City Hall.

Contact the City Clerk’s Office at 408-586-3001 for more information.

If you need assistance, per the Americans with Disabilities Act, for any City of Milpitas public meeting, please call the City Clerk at 408-586-3001 or send an e-mail to [email protected] prior to the meeting. You may request a larger font agenda.

Milpitas City Council Calendar
March 2025
Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3
7:00 PM-Parks, Recreation & Cultural
Resources Commission (EC)
4 6:00 PM-Closed Session
7:00 PM-City Council
5 12:00 PM-Santa Clara Valley Water
District - Water Commission (CM)
1:00 PM-Santa Clara VTA Monthly
Briefing - Northeast Group (CM)
(Santa Clara)
6 5:30 PM-Santa Clara VTA Board of
Directors (CM)
5:30 PM-Milpitas Chamber of
Commerce Board (GB)
7 8
9 10
4:30 PM-Economic Development and
Trade Commission (WL)
11 4:00 PM-Milpitas HOPE
12 4:30 PM-City Council Finance
Subcommittee (CM/EC)
7:00 PM-Silicon Valley Clean Energy
Board of Directors (GB) (Cupertino)
13 4:00 PM-Santa Clara VTA Policy
Advisory Committee (EC)
4:00 PM-Treatment Plant Advisory
Committee (CM) (San Jose)
6:00 PM-Youth Advisory Commission
(HL)
7:00 PM-Cities Assoc of SCC (CM)
14 15
16 17
7:00 PM-Science, Technology, and
Innovation Commission (WL)
7:00 PM-Library and Education
Commission (HL) (Milpitas Public
Library)
18 5:00 PM-Closed Session
7:00 PM-City Council
19 6:00 PM-Energy and Environmental
Sustainability Commission (EC)
20 6:30 PM-Bay Area Water Supply
Conserv Agency (CM) (Oak Room -
San Mateo Main Library)
7:00 PM-Public Safety and
Emergency Preparedness Commission
(WL)
21 22
23 24
7:00 PM-Arts Commission (CM)
25 26
7:00 PM-Planning Commission
27 4:00 PM-Silicon Valley Regional
Interoperability Authority (SVRIA)
(GB)
28 29
30 31
Cesar Chavez Day
City Hall Closed
February 2025

S M T W T F S
1 2 3 4 5 6 7 8
9 10 11 12 13 14 15
16 17 18 19 20 21 22
23 24 25 26 27 28
April 2025

S M T W T F S
1 2 3 4 5
6 7 8 9 10 11 12
13 14 15 16 17 18 19
20 21 22 23 24 25 26
27 28 29 30

Milpitas City Council Calendar
April 2025
Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 6:00 PM-Closed Session
7:00 PM-City Council
2 2:00 PM-Santa Clara VTA Monthly
Briefing - Northeast Group (CM)
(Santa Clara)
5:30 PM-Veterans Commission (GB)
7:00 PM-Community Housing
Commission (EC)
3 5:30 PM-Milpitas Chamber of
Commerce Board (GB)
5:30 PM-Santa Clara VTA Board of
Directors (CM)
4 5
6 7
7:00 PM-Parks, Recreation & Cultural
Resources Commission (EC)
8 9
4:30 PM-City Council Finance
Subcommittee (CM/EC)
7:00 PM-Silicon Valley Clean Energy
Board of Directors (GB) (Cupertino)
7:00 PM-Planning Commission
10 4:00 PM-Treatment Plant Advisory
Committee (CM) (San Jose)
4:00 PM-Santa Clara VTA Policy
Advisory Committee (EC)
6:00 PM-Youth Advisory Commission
(HL)
7:00 PM-Cities Assoc of SCC (CM)
11 12
13 14
4:30 PM-Economic Development and
Trade Commission (WL)
15 5:00 PM-Closed Session
7:00 PM-City Council
16 6:00 PM-Energy and Environmental
Sustainability Commission (EC)
17 18 19
20 21
7:00 PM-Science, Technology, and
Innovation Commission (WL)
22 1:30 PM-Senior Advisory Commission
(HL)
23 5:30 PM-Cities Assoc. of SCC -
Recycling and Waste Reduction
Commission (CM)
7:00 PM-Planning Commission
24 12:00 PM-Santa Clara County Library
JPA Board Meeting (CM) (Campbell,
CA)
25 26
27 28 29 30
March 2025

S M T W T F S
1 2 3 4 5 6 7 8
9 10 11 12 13 14 15
16 17 18 19 20 21 22
23 24 25 26 27 28 29
30 31
May 2025

S M T W T F S
1 2 3
4 5 6 7 8 9 10
11 12 13 14 15 16 17
18 19 20 21 22 23 24
25 26 27 28 29 30 31

March 4, 2025 Milpitas City Council Minutes Page 1

REGULAR MEETING OF THE MILPITAS

CITY COUNCIL

MINUTES
TUESDAY, MARCH 4, 2025
The City Council of the City of Milpitas convened in a Regular Meeting of the Milpitas City Council on March 4, 2025, in the City Council Chamber, 455 E. Calaveras Blvd, Milpitas, CA, and via teleconference/Zoom webinar.

CALL MEETING TO ORDER by Mayor and ROLL CALL by City Clerk Mayor Montano called the Regular City Council meeting to order at 6:04 PM. Roll Call was taken by City Clerk Guzzetta.

PRESENT: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
ABSENT:

Acting City Attorney Creech briefed the City Council on the Closed Session agenda. The City Council adjourned to Closed Session at 6:06 PM.

ADJOURN TO CLOSED SESSION
(a) PUBLIC EMPLOYEE APPOINTMENT AND HIRING
Pursuant to Government Code Section 54957(b)(1):

Employee Position: Interim City Manager.

CLOSED SESSION ANNOUNCEMENT:

The City Council reconvened at 7:17 PM. Acting City Attorney Creech had nothing to report out.

PLEDGE OF ALLEGIANCE
Mayor Montano led the pledge of allegiance.

INVOCATION
Mayor Montano provided the invocation.

PRESENTATIONS
Mayor Montano, joined by the City Council, presented a certificate to Bill Hare in recognition of his recent Grammy Award, a proclamation to Bernadette Salgarino in recognition of Youth Art Month, and a proclamation and certificate in recognition of Women's History Month to Lorinne Patterson and Noreen Kinoshi.

PUBLIC FORUM
There were the following public speakers:

1. Voltaire Montemayor

March 4, 2025 Milpitas City Council Minutes Page 2

ANNOUNCEMENT OF CONFLICT OF INTEREST AND CAMPAIGN CONTRIBUTIONS Acting City Attorney Creech asked the Mayor and City Councilmembers if they had any personal conflicts of interest. By roll call, there were no conflicts of interest. Acting City Attorney Creech asked the Mayor and City Councilmembers if they had any reportable campaign contributions. By roll call, there were no reportable campaign contributions.

READING OF THE CITY COUNCIL CODE OF CONDUCT
Councilmember Chua read the City Council Code of Conduct.

APPROVAL OF AGENDA
After discussion, motion: to approve the agenda.

Motion/Second: Councilmember Lien / Vice Mayor Barbadillo Motion carried by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None

CONSENT CALENDAR
There were no public speakers.

After discussion, motion: to approve the Consent Calendar.

Motion/Second: Councilmember Chua / Vice Mayor Barbadillo by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None

1. Receive City Council Calendar of Meetings for March 2025 (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Received City Council Calendar of Meetings for March 2025.

2. Approve City Council Meeting Minutes of February 11 and 18, 2025 (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Approved City Council Special Meeting minutes of February 11 and 18, 2025 and Regular Meeting minutes of February 18, 2025.

3. Receive the Preview List of Anticipated Items for the Next Regular City Council Meeting (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Received the list of anticipated agenda items for the next regular City Council meeting.

4. Receive and Review the List of Agenda Items Requested by City Councilmembers (Staff Contact: Suzanne Guzzetta, City Clerk, 408-586-3001)
Received the list of items that have been requested by City Councilmembers and received consensus in previous meetings to date.

March 4, 2025 Milpitas City Council Minutes Page 3

5. Authorize and Approve Travel Requests to Sacramento, California, by Mayor Montano, Councilmember Chua, Councilmember Lien, and Councilmember Lam to Attend the League of California Cities 2025 City Leaders Summit from April 23 to 25, 2025 (Staff Contact: Matt Cano, Assistant City Manager, 408-586-3012)
Authorized and approved travel to Sacramento, California, by Mayor Carmen Montano, Councilmember Evelyn Chua, Councilmember Hon Lien, and Councilmember William Lam to attend the League of California Cities 2025 City Leaders Summit from April 23 to 25, 2025, for a total estimated amount of $6,621, budgeted under the Individual Elected Official Allocation for Conferences/Meetings/Trainings.

6. Adopt a Resolution Expressing Support for the City of Milpitas to Fully Fund Metro Tango Subdistrict Park from TASP Impact Fees per the Outdoor Recreation Legacy Partnership Grant Application Requirement (Staff Contact: Christian Di Renzo, Public Works Director, 408-586- 2602; and Michael Silveira, City Engineer, 408-586-3303) Adopted Resolution No. 9388 expressing support by the City of Milpitas to fully fund Metro Tango Subdistrict Park, Project No. 2023, in the amount of $10 million from TASP Impact Fees per the Outdoor Recreation Legacy Partnership Grant Application requirement.

7. Adopt a Resolution Initiating Proceedings for the Annual Levy and Collection of Assessments and Ordering the Preparation of the Annual Engineer’s Report for Landscaping and Lighting Maintenance Assessment District No. 95-1, McCarthy Ranch, for Fiscal Year 2025-26 (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602; and Michael Silveira, City Engineer, 408-586-3303)
Adopted Resolution No. 9389 initiating proceedings for the annual levy and collection of assessments and ordering the preparation of the Annual Engineer’s Report for Landscaping and Lighting Maintenance Assessment District No. 95-1, McCarthy Ranch, for Fiscal Year 2025-26.

8. Adopt a Resolution Initiating Proceedings for the Annual Levy and Collection of Assessments and Ordering the Preparation of the Annual Engineer’s Report for Landscaping and Lighting Maintenance Assessment District No. 98-1, Sinclair Horizon, for Fiscal Year 2025-26 (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602; and Michael Silveira, City Engineer, 408-586-3303)
Adopted Resolution No. 9390 initiating proceedings for the annual levy and collection of assessments and ordering the preparation of the Annual Engineer’s Report for Landscaping and Lighting Maintenance Assessment District No. 98-1, Sinclair Horizon, for Fiscal Year 2025-26.

9. Receive an Update on the Security Improvements at the McCarthy Ranch Sewer Lift Station (Main Lift) and Determine that the Condition Continues to Constitute an Emergency (Staff Contact: Christian Di Renzo, Public Works Director, 408-586-2602) (1) Received an update on the security improvements at the McCarthy Ranch Sewer Lift Station; and (2) Determined by a four-fifths vote that the condition continues to constitute an emergency.

PUBLIC HEARINGS

10. Adopt a Resolution Approving an Economic Development Incentive Agreement with Rivian, LLC for the Operation of an Industrial Facility Located at 755 Yosemite Drive (Staff Contact:

Alex Andrade, Economic Development & Strategic Initiatives Director, 408-586-3046; and Luz Cofresí-Howe, Finance Director, 408-585-3111)

March 4, 2025 Milpitas City Council Minutes Page 4
Assistant City Manager Cano introduced the item. Economic Development and Strategic Initiatives Director Andrade presented the report.

Mayor Montano opened the public hearing.

There were the following public speakers:

1. Michael Tsai

2. Voltaire Montemayor
Mayor Montano closed the public hearing.

Councilmember Chua inquired about Rivian’s tax-sharing agreements, performance in Eastvale, and competition from Chinese EV manufacturers. Representatives from Rivian noted that their agreements in other cities have exceeded expectations and stated they are not concerned about competition due to existing tariffs and data-sharing concerns.

Councilmember Lam asked about the facility’s showroom, charging infrastructure, and battery disposal.

Rivian described plans for a front-of-house display area, multiple charging stations, and a structured battery replacement process.

Vice Mayor Barbadillo raised questions about the financial aspects of the agreement and potential revenue sharing with Santa Clara County. Staff explained the sales tax-sharing mechanism and noted the challenges of county revenue sharing under existing tax structures.

Councilmember Lien asked about home charging times, and Rivian provided estimates based on charger type.

Councilmember Chua followed up on Rivian’s dealership model and sales process. Rivian representatives confirmed they operate as a direct-to-consumer model with fixed pricing and varying delivery times.

Councilmember Lam asked about battery swapping and fire safety. Rivian stated they do not have battery swapping plans but outlined their fire safety protocols, including local firefighter training.

Councilmember Lien requested clarification on battery replacement, and Rivian reiterated their structured approach.

Vice Mayor Barbadillo sought additional financial details, and staff elaborated on the sales tax-sharing mechanism.

After discussion, motion: to (1) Conduct a public hearing as required by Government Code Section 53083 for the proposed Economic Development Subsidy Report; and (2) Adopt Resolution No. 9391 approving an Economic Development Incentive Agreement by and between the City of Milpitas and Rivian, LLC for the operation of an industrial facility located at 755 Yosemite Drive and authorize the City Manager to execute the agreement.

Motion/Second: Councilmember Chua / Vice Mayor Barbadillo Motion carried by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None

March 4, 2025 Milpitas City Council Minutes Page 5

11. 2025 Weed Abatement Public Hearing and Resolution Adoption to Abate the Weeds (Staff Contact: Arthur Belton, Deputy Fire Chief/Fire Marshal, 408-586-3384) Assistant City Manager Cano introduced the item. Deputy Fire Chief / Fire Marshal Belton presented the report.

Mayor Montano opened the public hearing.

There were the following public speakers:

1. Voltaire Montemayor
Mayor Montano closed the public hearing.

After discussion, motion: to adopt Resolution No. 9392 directing the County of Santa Clara Consumer and Environmental Protection Agency Weed Abatement Program to abate the nuisance, keep an account of the cost, and embody such account in a report and assessment list to the City Council in accordance with the Milpitas Municipal Code.

Motion/Second: Vice Mayor Barbadillo / Councilmember Lien Motion carried by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None

COMMUNITY DEVELOPMENT

12. Receive an Overview of the Public Review Draft of the Full Updated Zoning Ordinance (Phase 2 of the Comprehensive Zoning Ordinance Update) and Provide Comments to Staff (Staff Contact: Jay Lee, Planning Director, 408-586-3077; and Holly Pearson, Senior Special Projects Associate, 408-609-0072)
Assistant City Manager Cano introduced the item. Planning Director Lee, and Consultants Holly Pearson and Jen Murrillo presented the report.

There were the following public speakers:

1. Voltaire Montemayor
Mayor Montano inquired how the Housing Opportunity Districts (HODs) project aligns with the zoning ordinance update. Planning Director Lee clarified that while the two efforts were separate, any zoning changes from the HODs project would be integrated into the final ordinance, ensuring no conflicts.

Councilmember Chua asked whether proposed changes to Town Center and Neighborhood Commercial Mixed-Use zones reflected recent Planning Commission recommendations. The Planning Director confirmed that the zoning update primarily reorganizes and clarifies standards but ensured that all Planning Commission-approved amendments will be reflected in the final zoning ordinance.

Councilmember Barbadillo inquired about the impact of the zoning update on affordable housing development, asking whether the changes would help streamline approvals. Planning Director Lee confirmed that the update aims to simplify the process for all development types, including affordable housing, by reducing unnecessary procedural hurdles, such as Planning Commission approvals for minor projects.Staff was asked to highlight in the final zoning ordinance how the changes support affordable housing development.

March 4, 2025 Milpitas City Council Minutes Page 6
Councilmember Hon Lien raised concerns about local business owners struggling with the permitting process. Planning Director Lee acknowledged these concerns and emphasized that the zoning update is designed to simplify permitting through clearer tables, graphics, and definitions, making it easier for businesses to determine what is required. She asked for staff to develop an outreach plan to help businesses understand the updated zoning ordinance and permitting process.

Councilmember Lam questioned the proposed reductions in parking requirements, asking whether developers would still have the flexibility to provide additional parking if needed. Consultant Jen Murillo confirmed that while minimum parking requirements are being reduced in some cases, developers will still have the option to provide more parking based on their project needs. He asked to clarify in the final zoning ordinance that developers may provide additional parking beyond the minimum requirements.

LEADERSHIP AND SUPPORT SERVICES

13. FY 2024-25 2nd Quarter Financial Status Report for the Quarter Ended December 31, 2024 (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111) Assistant City Manager Cano introduced the item. Finance Director Cofresí-Howe presented the report.

There were the following public speakers:

1. Voltaire Montemayor
Councilmember Lam asked if department expenses included salaries, to which Finance Director Cofresí-Howe confirmed that they did. He further inquired about overtime expenditures and whether a breakdown of regular and overtime salaries was available. Assistant City Manager Cano noted that overtime reports are provided biweekly, and offered to sit down with the Councilmember to provide additional information.

Vice Mayor Barbadillo sought clarification on the revenue sources and expenditure patterns, specifically regarding the city’s reliance on property tax revenue. Finance Director Cofresí-Howe explained that property tax revenues are received primarily in December and April, creating fluctuations in reported revenue figures.

Councilmember Lam requested that staff pull up recent overtime reports for review. However, the finance team clarified that overtime data was not included in the agenda packet for the meeting and not agendized for the meeting. Staff agreed to follow up with additional information on overtime expenditures.

Staff was directed to provide a separate breakdown of overtime expenditures and trends outside of the quarterly review presentation.

Following further discussion, the council noted receipt and file of the report, concluding the item.

14. Review Fiscal Year 2024-25 Mid-Year Report, Adopt a Resolution Approving FY2024-25 Mid- Year Budget Amendments, and Adopt a Resolution Amending Resolution No. 1626, the Classification Plan, to Approve and Adopt the Pay Schedule titled “New Job Classifications/Salary Table” (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111) Vice Mayor Barbadillo questioned the source of funds for a mid-year budget adjustment of $503,000, asking for further clarification on the funding “buckets.” Finance Director Cofresí-Howe explained that

March 4, 2025 Milpitas City Council Minutes Page 7
the amount was sourced from two general fund reserves: the contingency reserve and the budget stabilization reserve. She elaborated that these reserves are typically replenished through the city's “waterfall” policy after the close of the annual financial audit, meaning the funds would likely be restored later in the calendar year.

Acting City Attorney Creech announced that the time had reached 11PM, and the City Council would require a motion to continue discussing the business at hand.

After discussion, motion: to continue discussing the item until 11:30 PM.

Motion/Second: Mayor Montano / Councilmember Lien
Motion carried by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None
Vice Mayor Barbadillo continued, expressing concerns about the reliance on reserves, particularly in light of the city's ongoing structural deficit. He asked whether additional expenditure reductions had been identified to offset the reliance on reserves. Finance Director Cofresí-Howe responded candidly, stating that while staff had not yet had time to conduct a full review for additional savings, they were working within a compressed timeline to develop recommendations for the upcoming budget cycle. The Vice Mayor suggested that the council consider directing staff to identify alternative funding sources to minimize the impact on reserves. Finance Director Cofresí-Howe acknowledged the request but reiterated that any structural adjustments would require additional analysis.

Councilmember Chua raised concerns about a budget line item related to a mobile stage replacement and requested that it be removed. She also recommended reducing a video-related budget request from $10,000 to $5,000 and requested a feasibility study on the After the Bell (ATB) student transportation program.

Mayor Montano asked whether the same reserve funds being used for the mid-year adjustment would also be tapped for the next budget cycle. Finance Director Cofresí-Howe confirmed that reserve replenishment would be considered alongside other mechanisms, such as expenditure reductions.

Vice Mayor Barbadillo reiterated concerns about the city’s ability to forecast expenditures accurately, citing adjustments in the mid-year review but acknowledging that certain expenditures, such as actuarial cost changes for post-employment benefits, can be difficult to predict with full accuracy.

Finance Director Cofresí-Howe assured the council that the finance team would continue refining forecasting methodologies.

There were the following public speakers:

1. Voltaire Montemayor
Councilmember Chua made a motion: to (1) Review Fiscal Year 2024-25 Mid-Year Report; (2) Adopt Resolution No. 9393 approving FY2024-25 Mid-Year Budget Amendments, removing the mobile stage replacement and reducing the video project to $5000.00; and (3) Adopt Resolution No. 9394 amending Resolution No. 1626, the Classification Plan to approve and adopt the pay schedule titled “New Job Classifications/Salary Table,” and amend budgeted allocated positions.

She also asked staff to return with further information regarding the After the Bell program.

March 4, 2025 Milpitas City Council Minutes Page 8
Motion/Second: Councilmember Chua / Councilmember Lien
Motion carried by the following:

AYES: Mayor Montano, Vice Mayor Barbadillo, Councilmember Chua, Councilmember Lam, Councilmember Lien
NOES: None

ANNOUNCEMENTS AND FUTURE AGENDA ITEMS
Assistant City Manager Cano announced the upcoming Women's History Month flag raising and Holi Festival.

Vice Mayor Barbadillo made the following requests:

1. Come back with hiring activity report. There was consensus to move the item forward (Noes: Lien).

2. Staff provide a detailed analysis of over time expenditures by department. There was consensus to move the item forward (Noes: Lien).

Mayor Montano asked to add an entertainment zone to Main Street. There was unanimous consensus to to move the item forward.

ADJOURNMENT
Mayor Montano adjourned the meeting at 11:20 PM.

Draft meeting minutes submitted by City Clerk, Suzanne Guzzetta

TENTATIVE CITY COUNCIL AGENDA ITEM LIST
as of 3/14/2025
April 1, 2025 – Regular Meeting (7:00 PM)
INVOCATION (Councilmember Chua)

PRESENTATION
- Fair Housing Month (Proclamation)
- National Autism Acceptance Month (Proclamation)
- Cesar Chavez Day – March 31 (Proclamation)

CONSENT CALENDAR

1. Receive City Council calendar for April 2025 (City Clerk)

2. Approve City Council meeting minutes of March 18, 2025 (City Clerk)

3. Preview list of items for April 15, 2025 (City Clerk)

4. Councilmember Request List (City Clerk)

5. Fire Station No. 1 Modular Building Replacement – Fire Service Project Acceptance (Public Works / Engineering)

6. Emergency Declaration Update - Main Sewer Lift Station Security Measures (Public Works)

PUBLIC HEARINGS

7. Bingo License for Senior Center (City Clerk)

LEADERSHIP AND SUPPORT SERVICES

8. Sales and Property Tax Mini Study Session (Finance)

MILPITAS CITY COUNCIL

AGENDA ITEM REQUESTS

OPEN ITEMS
Request
No. Topic Submitted by:

Date
Requested
STATUS and/or DATE scheduled on City
Council meeting agenda:
1 Look into adding an entertainment zone to Main
Street. Montano 3/4/2025
An update on this item is included in the
quarterly prioritization update.
2 Staff provide a detailed analysis of overtime
expenditures by department. Barbadillo 3/4/2025
An update on this item will be included as
part of the FY 25-26 Budget Process
3 Return with a hiring activity report. Barbadillo 3/4/2025 An update on this item will be included as
part of the FY 25-26 Budget Process
4 Look into a policy to require a Super Majority vote
by Council for any deductions to budget reserves. Chua 2/18/2025 An update on this item is included in the
quarterly prioritization update.
5 Bring back a discussion regarding fentanyl-related
issues Barbadillo 2/18/2025
An update on this item is included in the
quarterly prioritization update.
6 Feasibility study regarding a police satellite office. Montano 2/18/2025 An update on this item is included in the
quarterly prioritization update.

ACTIVE ITEMS
Request
No. Topic Submitted by:

Date
Requested
STATUS and/or DATE scheduled on City
Council meeting agenda:
7 Staff organize a job fair for City job openings Chua 11/19/2024 An update on this item is included in the
quarterly prioritization update.
8 Bring back a study or analysis of the permit
process Chua 11/19/2024
An update on this item is included in the
quarterly prioritization update.
9 Invite the HR Director to a future meeting to
present on hiring processes and vacancies Lien 10/1/2024 An update on this item is included in the
quarterly prioritization update.
10 Explore updating the city's business tax rate
schedule Chua 10/1/2024
An update on this item is included in the
quarterly prioritization update.
11 Explore funding options for new signage following
the decision to rename the Milpitas Library to the
Milpitas Jose Esteves Library Barbadillo 9/3/2024
An update on this item is included in the
quarterly prioritization update.
12 Send a letter to Supervisory Otto Lee regarding the
weeds on Montague Expressway Montano 8/13/2024
An update on this item is included in the
quarterly prioritization update.
13 Update the animal control ordinance to include
other animals such as horses and cats Chua 9/3/2024
An update on this item is included in the
quarterly prioritization update.
14 Look into a property for sale on Main Street to
investigate the cost and feasibility of creating a
museum for downtown or Old Town Main Street as
part of the revitalization efforts. Montano 8/13/2024
An update on this item is included in the
quarterly prioritization update.
15 Look into adopting an ordinance similar to San
Jose allowing ADUs (Accessory Dwelling Units) to
have a separate title and be sold separately.

Chua 8/13/2024
An update on this item is included in the
quarterly prioritization update.
16 Conduct a traffic study on Escuela Parkway to
address circulation concerns Montano 5/7/2024
An update on this item is included in the
quarterly prioritization update.
17 Explore the possibility of augmenting the Planning
Commission stipend Barbadillo 4/16/2024
An update on this item is included in the
quarterly prioritization update.
18 Consideration of the 20% Low Income Below
Market Rate Housing Montano 12/5/2023
An update on this item is included in the
quarterly prioritization update.
19 Bring back Bingo and the Tour at the Senior
Center Chua 11/7/2023
An update on this item is included in the
quarterly prioritization update.
20 Referral for utility infrastructure cost on Main Street from Carlo to Corning Streets Montano 10/17/2023
An update on this item is included in the
quarterly prioritization update.
21 Main Street International Festival Lien 10/3/2023
An update on this item is included in the
quarterly prioritization update.
22 Pickleball Pilot Project Chua 2/28/2023
An update on this item is included in the
quarterly prioritization update.
23 Main Street Infrastructure Projects Montano 2/28/2023 An update on this item is included in the
quarterly prioritization update.
24 Main Street Flooding at Library Chua 2/28/2023
An update on this item is included in the
quarterly prioritization update.
25 Have the City look into the possibility of a Citywide Senior Discount Barbadillo 2/7/2023
An update on this item is included in the
quarterly prioritization update.

NOTE: Deferred and Completed Items are not listed

MILPITAS CITY COUNCIL

AGENDA ITEM REQUESTS
26 City Manager to look into defining either a
standalone teen center or updating information to
indicate the Senior Center also functions as a Teen
Center Chua 9/20/2022
An update on this item is included in the
quarterly prioritization update.
27 City Manager look into implementing a workshop
for small businesses on the bidding process for
projects in the city Chua 8/9/2022
An update on this item is included in the
quarterly prioritization update.
28 Quarterly or Monthly crime statistics on Homekey
Project Chua 6/7/2022
An update on this item is included in the
quarterly prioritization update.
29 Memorial Plaque in honor of youth skateboarder
that passed away Montano 6/7/2022
An update on this item is included in the
quarterly prioritization update.
30 Evaluate reopening the childcare center with a non-
profit organization running the center Montano 2/1/2022 An update on this item is included in the
quarterly prioritization update.
31 Staff to look into mural Art on Great Mall Parkway
on the VTA owned Light rail pillars Montano 11/16/2021
An update on this item is included in the
quarterly prioritization update.
32 Have a picture of Albert Vogel Sr. put up in the
Senior Center Montano 10/19/2021
An update on this item is included in the
quarterly prioritization update.
33 Include a bust of Maria Lemire on the Mural in front of the Senior Center Montano 8/17/2021
An update on this item is included in the
quarterly prioritization update.
34 Consider Community Museum and Park on Main
St. Phan 8/20/2019
Discussions with the property owner of this
site are ongoing.

ACTIVE ITEMS
Request
No. Topic Submitted by:

Date
Requested
STATUS and/or DATE scheduled on City
Council meeting agenda:

NOTE: Deferred and Completed Items are not listed

CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Authorize and Approve a Travel Request to the City of Milpitas Sister City Dagupan, Philippines, from April 25 to May 1, 2025 (Staff Contact: Matt Cano, Assistant City Manager, 408-586-3012)
Category: Consent Calendar-Leadership and Support Services Meeting Date: 3/18/2025
Recommendation: Authorize and approve travel to Dagupan, Philippines, by Vice Mayor Gary Barbadillo from April 25 to May 1, 2025, for a total estimated amount of $3,200, budgeted under the Individual Elected Official Allocation for Conferences/Meetings/Trainings.

BACKGROUND:

The City of Milpitas established a Sister Cities program on May 21, 1996. Through the years, the City maintained relationships with various international cities; currently, the City’s only active relationship is with Dagupan, Philippines. Prior relationships with Huizhou, China, and Tsukuba, Japan have expired.

The City of Milpitas and the City of Dagupan, Philippines executed their first Memorandum of Understanding (MOU) on April 15, 2003, establishing a Sister City relationship to broaden cooperation and goodwill between the two cities, enrich cultural understanding, and create adult and student exchange opportunities. On December 17, 2019, the Milpitas City Council directed staff to approve a renewed MOU with the City of Dagupan, Philippines, continuing the Sister City relationship for a period of five years. On November 14, 2023, the Mayor and City Council approved a renewal of the Sister City relationship in perpetuity.

ANALYSIS:

In November 2023 and November 2024, delegations from Dagupan have visited Milpitas. During these visits, staff from the City of Milpitas, Milpitas Unified School District and Dagupan have met to discuss and share information on various methods of service delivery. This includes, but is not limited to, solid waste and recycling, workforce development, adult education, emergency response and senior services.

On February 12, 2025, the City of Dagupan invited the Mayor and City Council to Dagupan in late April 2025.

This invitation and draft itinerary, dated January 6, 2025 but received on February 12, 2025, is included as Attachment 1.

The City of Milpitas Travel and Expense Policy (Attachment 3) requires the City Council to approve all travel for the elected officials and City Manager. City Council approval of the Dagupan travel request will allow Vice Mayor Gary Barbadillo to gain knowledge from our Sister City and bring it back to share with his colleagues.

Vice Mayor Barbadillo will also have the opportunity to share information with the City of Dagupan regarding the City of Milpitas and continue to foster the strong relationship between our two cities.

POLICY ALTERNATIVE(S):

Not applicable
FISCAL IMPACT:

The estimated individual expenses for include lodging, meals, transportation, and incidental reimbursements, are $3,200, however it could exceed this pending finalization of all travel expenses. If it does exceed the $3,200 estimate, it will not exceed Vice Mayor Barbadillo’s available travel expense budget.

Attachment 2 details the remaining travel budget allocations for each Councilmember for the current fiscal year. Vice Mayor Gary Barbadillo has sufficient funding in his travel budget for this Dagupan business trip.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The action is an organizational or administrative activity of the City government that will not result in direct or indirect physical changes in the environment and is not a project pursuant to Cal. Code of Regs., tit. 14, § 15378.

RECOMMENDATION:

Authorize and approve travel to Dagupan, Philippines, by Vice Mayor Gary Barbadillo from April 25 to May 1, 2025, for a total estimated amount of $3,200, budgeted under the Individual Elected Official Allocation for Conferences/Meetings/Trainings.

ATTACHMENT(S):

1. Invitation from City of Dagupan and Draft Itinerary for Trip

2. City Council Travel Budget Tracking

3. City Council Travel Policy

R E P U B L I C O F T H E P H I L I P P I N E S

OFFICE OF THE CITY MAYOR

D A G U P A N C I T Y

January 6, 2025

The Honorable

MAYOR CARMEN MONTANO
City of Milpitas

Dear Mayor Montano,

It gives me great pleasure and honor to extend our humble invitation to you and the entire City Council of Milpitas to come visit the City of Dagupan on April 26 – 30, 2025 for the Bangus Festival.

The Bangus Festival is one of the major Philippine festivals that honors the city's milkfish industry. The festival is a mix of food, fun, and tradition which celebrates the city's milkfish harvest and the economic and cultural importance of the industry, highlights the city's culture and heritage and serves as a reminder of the importance of sustainable fishing practices and environmental conservation.

The annual festivities include street dancing competitions, grilling contests, cultural performances, cooking contests, trade fairs, beauty pageants, musical performances, and art exhibits.

As our valued special guests for this year, we have prepared a series of special events during the above dates, with special meetings with various government and business organizations. I have attached a copy of schedule of activities for your information and guidance.

On behalf of the City Government of Dagupan, we look forward to your coming visit to the Bangus Capital of the World this April.

For other additional information, our sister cities affairs director and city council secretary Ryan Ravanzo coordinate with you.

Very sincerely,

BELEN T. FERNANDEZ
City Mayor

ITINERARY FOR THE CITY OF MILPITAS DELEGATION
April 26-30, 2025
April 26, 2025 1100 Welcome Reception
for the City of
Milpitas delegation
TBA
1400 Bangusine: Bangus
Cuisine at the City
Plaza
City Plaza
April 27, 2025 1000 Thanksgiving lunch
for the City
Indigents
TBA
1800 Bangus Harvest
activity
TBA
April 28, 2025 0700 Flag Ceremony and
Courtesy Call with
the City Mayor at
the City Plaza
City Plaza
0800 Breakfast Meeting
at the City Hall
Dagupan City
Hall
1000 Heritage Tour
(Macarthur Park,
Tondaligan Beach)

1500 Gilon-Gilon Parade
and Competition
City Streets and
City Plaza
April 29, 2025 1800 Dinner-Fellowship
Meeting with the
Rotary Club of
Dagupan
TBA
April 30, 2025 1700 Bangusan Street
Party
New De Venecia
Avenue

Total Remaining Balance
$ 11,659.59 -$ 1,659.59
1 Long Beach Annual Conference and Expo: Oct 16 - 18, 2024 $ 2,685.65 2 Cities Association of SCC Annual Holiday Dinner: Dec 8, 2024 $ 50.00 3 League of Cal Cities 2025 New Mayors and Council Members Academy: Jan 21-23 $ 1408.19 4 USCM 93rd Winter Meeting: Jan 16 - 20, 2025 $ 5,723.55 5 2025 Peninsula Legislators Meeting Attendance Fee  $ 126.80 estimates only 6 Cal Cities City Leaders Summit April 23-35 $1,665.40 estimates only Total Remaining Balance
$ 3275.00 $ 6,725.00
1 Cities Association of SCC Annual Holiday Dinner: Dec 8, 2024 $ 75.00 2 Bangus Festival with the City of Dagupan, Philippines $3,200 estimates only Total Remaining Balance
$ 7468.95 $ 2,531.05
1 Long Beach Annual Conference and Expo: Oct 16 - 18, 2024 Cancelation fee only $ 75.00
2 USCM 93rd Winter Meeting: Jan 16 - 20, 2025- $ 5,653.55 3 LoCC 2025 New Mayors and Council Members Academy-cancellation fee only $ 75.00 4 Cal Cities City Leaders Summit April 23-35 $1,665.40 estimates only Total Remaining Balance
$ 3,957.47 $ 6,042.53
1 Long Beach Annual Conference and Expo: Oct 16 - 18, 2024 Cancelation fee only $ 75.00
2 2025 NorCal Mayors and Council Members Academy Reg $ 1408.19 3 USCM 93rd Winter Meeting: Jan 16 - 20, 2025-Flight cancellation fee $ 758.88 4 Cities Association of SCC Annual Holiday Dinner: Dec 8, 2024 $ 50.00 5 Cal Cities City Leaders Summit April 23-35, 2025 $1,665.40 estimates only Total Remaining Balance
$ 3504.05 $ 6,495.95
1 Cities Association of SCC Annual Holiday Dinner: Dec 8, 2024 $ 50.00 2 2025 NorCal Mayors and Council Members Academy Reg $ 1498.20 3 Sterling Hotel $ 290.45
4 Cal Cities City Leaders Summit April 23-35 $1,665.40 estimates only ATTACHMENT 2
Council Conferences/Trainings FY 24-25 Budget Tracking Sheet Mayor Montano
Training/Travel Event FY24-25 Amount
Expended/Estimates
Vice Mayor Barbadillo
Training/Travel Event FY24-25 Amount
Expended/Estimates
Councilmember Chua
Training/Travel Event FY24-25 Amount
Expended/Estimates
Councilmember Lien
Training/Travel Event FY24-25 Amount
Expended/Estimates
Councilmember Lam
Training/Travel Event FY24-25 Amount
Expended/Estimates

No. 6-1
Effective: 8/1/75
Revised: 8/10/81
12/4/90*
7/16/91*
12/9/92
4/1/94
8/1/97
4/16/19
10/15/19

CITY OF MILPITAS, CALIFORNIA

STANDARD OPERATING PROCEDURE

SUBJECT: TRAVEL AND EXPENSE REIMBURSEMENT POLICY

I. PURPOSE

The purpose of this policy is to establish procedures and guidelines for business-related travel and training expenses of all City officials and employees, including Council, Commission and Committee members (hereafter “City officials”), in accordance with California Government Code Article 2.3 Section 53232.2 as well as Internal Revenue Service (IRS) accountable plan requirements. The referenced Government Code Section is applicable to elected officials only and requires that all reimbursement requests be substantiated with receipts. The IRS requirements help determine what types of allowances or reimbursements can be excluded from taxable wages. An allowance or reimbursement is not subject to income tax if all three of the following conditions are met:

• Expenses have a business connection,
• Expenses are substantiated, and
• Unspent excess amounts are returned.
1 It is also the purpose of this policy to identify standards governing the prudent use of City funds that safeguard integrity and promote public confidence in the efficient and effective use of limited resources. Therefore, expenses incurred in conjunction with approved travel and training must:

• Benefit the City and/or have a public purpose,
• Be reasonable, and
• Meet the City’s standards of ethical conduct.

II. POLICY

City officials may be required to travel and incur other business-related expenses in the course of their official duties and as representatives of the City.2 This policy is issued to promote consistent and equitable practices and establishes:

A. General conditions for travel expenses
B. Travel request and authorization processes
C. Criteria for use
D. Reporting requirements
E. Policy violations

1 This provision does not apply to per diem meal allowances as further explained in Section II.C.8. 2 This policy satisfies the requirements of Government Code sections 53232.2 and 53232.3 and supplements the definition of actual and necessary expenses for purposes of state laws relating to permissible uses of public resources.

-2-

A. General Conditions for Travel Expenses

1. Travel expenses include the registration, transportation and related costs incurred when attending or participating in out-of-town business or activities such as professional meetings, conferences and training sessions, whether for less than one day, overnight, in-state, out-of- state, or out of the country. All travel requires preapproval as specified throughout this policy.

2. Out-of-state travel and/or travel requiring an overnight stay requires prior approval of the City Manager unless such authority is delegated in writing. All international travel for staff requires prior approval of the City Council.

3. All travel for the Mayor, Councilmembers, and City Manager requires prior approval of the City Council.

4. Time associated with travel, training and conferences as specified in this policy shall be consistent with the provisions of applicable negotiated Memoranda of Understanding (MOUs).

5. Travel not requiring an overnight stay can be authorized by a Department Head based on appropriateness and/or importance, in accordance with expense reporting guidelines established by the City Manager.

6. City officials requiring air travel must use commercial airlines unless a waiver is approved by the City Attorney and Risk Manager.

7. City funds shall not be used for any personal costs, side-trips for personal reasons not related to the business expense (such as visiting a nearby family member or friend), accompanied guests or for the purchase of alcoholic beverages or products.

8. Prepayments of conference registration or other travel-related costs can be made when paid directly by the City with City funds. (City officials who wish to use their personal credit cards cannot be reimbursed before an event occurs.)

9. City officials should select options that meet travel needs at the lowest possible cost.

10. Reimbursement requests other than allowable per diem expenses must always be accompanied by itemized receipts and other justifiable documentation such as event registration and/or event programming information or meeting agendas.

11. In compliance with California Government Code Article 2.3 Section 53232.2, the City will reimburse elected officials for actual and necessary expenses incurred related to travel, rather than the per diem allowance. Itemized receipts, credit card statements and other documentation verifying expenses incurred are required to be submitted with reimbursement requests.

12. The use of a hotel is restricted to cities located beyond 75 miles from the Milpitas City Hall or the traveler’s residence, whichever is a shorter distance. Exceptions can be made by the City Manager depending on business necessity or other justifiable circumstances such as early morning or evening meetings at the destination.

13. City departments shall designate travel coordinators to serve as primary points of contact for travel coordination and reimbursement processing in compliance with policy and procedure requirements.

14. Travel for less than one day will be reimbursed in accordance with Section II.C.7 for reasonable actual expenses.

-3-

15. With the exception of international travel for staff and all travel for the Mayor, Councilmembers, and City Manager, which must be approved by the City Council, the approval authorities granted herein can be delegated in writing by the City Manager to his/her designees for justifiable business necessities.

B. Travel Request and Authorization Process

1. Except in cases of emergency, all requests for travel authorization must be made in advance on Travel Authorization and Expense Report Form No. 32-11 (travel form). Estimated expenses shall be reviewed and authorized in advance by the City Manager.

2. To provide approvers with sufficient information to justify the travel request, appropriate documentation such as event brochures/agendas must be attached to the travel form.

3. Once approved, travel forms authorizing overnight travel must be sent to Accounts Payable for file documentation and to help ensure efficient reimbursement processing.

4. Advances of planned expenses are prohibited except in the case of pre-approved per diem allowances for meals in accordance with the provisions of II.C.5.

5. If requesting a per diem allowance or prepayment of conference registration, a complete, accurate and approved travel form should be submitted to Accounts Payable for processing at least 10 business days prior to date payments are requested.

6. Travel not involving an overnight stay does not require preauthorization through the preparation/submittal of the travel form (unless required by a Department Head), but any reimbursable expenses incurred must be submitted on the travel form in accordance with the reimbursement requirements established in Section II.C.7.

7. The Chiefs of Police and Fire may authorize out-of-state and/or overnight emergency-related travel for their respective personnel in the following instances requiring an immediate response:
a. Investigative travel
b. Prisoner extraditions
c. Mutual aid requests
C. Criteria for Use of City Funds

1. Registration
a. Registration fees may be prepaid by the City or reimbursed to City officials in accordance with Section II.C.7.
b. Federal travel regulations require that any meals included in the cost of registration be deducted from the per diem (Section II.C.5).
c. Discounts offered for early registration or attendance by additional persons should be obtained whenever possible.
d. To satisfy IRS accountable plan regulations, a copy of the registration materials must be submitted with the travel form.

2. Air Transportation
a. Airfare costs to and from the travel destination shall not exceed the most economical advance purchase option available, unless such fare is unavailable and the expense is authorized by the City Manager. Upgrades of any kind will not be reimbursed.

-4-

b. City officials who wish to take an alternative form of transportation to a destination may do so, but the City will cover the lowest cost option. A cost comparison must be submitted at the time of travel authorization and with the reimbursement request. c. City officials shall endeavor to acquire any government discount the airlines may provide.
d. Costs to change or re-book a flight will not be paid by the City unless the flight change results from business necessity, is documented in writing and authorized by the City Manager.
e. The City will cover the cost of one checked bag and will not reimburse for excess baggage charges.
f. If airfare is paid directly by the City, and airfare credits are received by City officials as the result of a trip cancellation, such credits should be used for future business travel.

Credits used for personal travel must be reimbursed to the City. g. City officials who use their personal frequent flyer miles for official business will not be reimbursed for the value of the foregone tickets.

3. Ground Transportation
a. Every effort shall be made to rideshare when two or more City officials are traveling to the same destination. Use of public transit is encouraged when feasible. b. When using a privately owned vehicle, mileage reimbursement shall be at the rate set by the Internal Revenue Code and shall be reimbursed for the distance between home and the destination or work and the destination, whichever is less. Note: City officials receiving auto allowances will not be reimbursed for mileage unless the destination is beyond a 75-mile radius one way from the City or from the official’s home, whichever is less; reimbursement is limited to mileage in excess of the 75-mile radius for each direction traveled.
c. Transportation to and from airports shall be reimbursed for either actual mileage if a personal vehicle is used or for reasonable taxi fare, airport van, rideshare service, or public transportation, if available.
d. Airport parking will be reimbursed at the long-term parking rates for more than one day, and at the short-term parking rates for up to one day only. e. Ground transportation at the travel destination should be accomplished to the best extent possible by hotel courtesy buses or other free shuttles, or public transportation. Taxi or rideshare service may be used when those options are either not available or will cause undue delays in arrival.
f. The necessity for a rental car must be established and authorized in advance by the City Manager. Economy car rentals, i.e., the most cost effective and fuel-efficient vehicles, will be used whenever possible. Upgrades provided at no additional cost to the City can be considered if economy cars are unavailable. City officials must obtain the liability insurance coverage offered by the car rental company.

4. Lodging
a. City officials are encouraged to plan for and stay at a designated conference hotel at the negotiated daily rate. If the designated conference hotel/rate is not available, City officials should obtain the most reasonable rate available and note the disparity on the travel form.

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b. If lodging is required for travel not associated with a conference or event with a predetermined rate, the City will pay for actual lodging expenses up to the U.S. General Services Administration (GSA) maximum daily rate (excluding taxes) allowed by location, available here: GSA daily lodging rate. Based on market research, if the GSA rate for a particular region is inconsistent with rates found for reasonable business accommodations, the City Manager can preauthorize a higher rate based on business necessity.
c. Lodging expenses may be prepaid directly to the hotel or reimbursed to the employee in accordance with Section II.C.7. Lodging expenses for conference attendance will be limited to single occupant room rates and shall not exceed the negotiated conference daily rate.
d. Trips that bundle lodging, meals and/or other travel costs are not allowed, unless it can be demonstrated to the City Manager that the bundled cost does not exceed the total of component costs if each were booked separately.
e. In cases where breakfast is included in the room rate, this must be identified on the travel form and deducted from the per diem reimbursement.
f. Non-mandatory fees such as health club or resort fees are not reimbursable unless it is determined to the satisfaction of the City Manager that payment of such charges is critical to conducting City business.
g. If free wireless Internet service is unavailable and establishing a paid connection is a justifiable business necessity, reimbursement may be requested for reasonable fees charged by the hotel.

5. Per Diem for Meals
a. Employees and City Officials except for Elected Officials will receive the federal per diem allowance for Meals and Incidental Expenses (M&IE) for overnight travel only, based on locality. Elected Officials receive reimbursement for meals up to the federal per diem allowance if substantiated by receipts. The federal per diem rates for the continental United States are published annually and can be accessed at the GSA website: Per Diem Rates. Rates for travel outside the continental United States will be obtained by the Finance Department when requested. Note: If a destination city is not listed, then the rate for the county applies. If there is no rate for the city or county, a comparable nearby city should be identified and used.
b. Meals and Incidental Expenses included in the per diem are meals, tips/fees for food and luggage handling services.
c. Meals and Incidentals that are not considered per diem expenses (but qualify for reimbursement) are cab/rideshare fare, fax, telephone, wireless Internet as previously specified, copy charges, room taxes, and energy surcharges. These expenses can be reimbursed based on properly documented reasonable actual cost. d. Meals and allowable incidental expenses eligible for reimbursement in accordance with this section will be paid by the City strictly on a per diem basis (actual expenses for meals only apply in the case of non-overnight travel, see Section II.C.7, as well as for Elected Officials up to the federal per diem allowance). e. For the first and last day of travel, reimbursement is limited to 75% of the applicable per diem rate. City officials may be eligible for 100% per diem on these days, subject to authorization by the City Manager, as follows:

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i. First day travel requires leaving the official’s home before 9:00 a.m. in the morning; and/or
ii. Last day travel requires return to the official’s home after 6:00 p.m. f. Per diem reimbursement is not allowed for any meals included as part of the registration cost of an event or included in the cost of a lodging rate and must be deducted from the per diem reimbursement. Event brochures must be submitted with requests for reimbursement so that meal costs can be verified.

If there is a justifiable business, medical or personal reason to not accept a meal provided at an event AND there is no available accommodation, written justification must be provided on the expense reimbursement form to request the each per diem for which this situation applies.

6. City Credit Cards
a. After pre-approval of travel in accordance with this policy, City credit cards issued to travel coordinators and other officials should be used for payment of actual and necessary expenses as detailed within this policy (and in accordance with SOP 6.3, Credit Card Use).
b. Copies of original itemized receipts, with appropriate coding, must accompany travel expense reports (original receipts are submitted with purchasing card statements). c. Personal charges should not be incurred on City-issued credit cards. Note: Hotels can accommodate requests for separate bills upon check-out. Personal charges must be reimbursed to the City or deducted from the reimbursement request. d. It is the credit card user’s responsibility to provide an accurate accounting on the travel form and reimburse the City for pre-paid per diem expenses, if applicable.

7. Reimbursement and Substantiation Requirements
a. All requests for reimbursement, including travel for less than one day, must be submitted on the travel form accompanied by supporting documentation including original itemized receipts or invoices, conference registration/event information, meeting agendas, etc. As noted, per diem reimbursements for employees and City Officials except for Elected Officials are not included in this requirement.
b. Reimbursement requests submitted without the required documentation/justifications will be returned.
c. Reimbursement requests submitted with missing receipts must include a written explanation of the purchase, subject to the approval of the City Manager. d. Reimbursement requests associated with City business that do not require an overnight stay will be reimbursed based on actual, reasonable and properly documented costs. Meal reimbursement is typically not allowed for planned travel with no overnight stay unless it can be determined to the satisfaction of Department Heads that such expense is justified, and that the meal meets the IRS requirements as discussed below. e. In order to meet IRS requirements for reimbursements that do not constitute taxable benefits, meal reimbursements for non-overnight travel must meet one of the following criteria:
i. to accommodate extended work hours, that is because travel necessitates an extension of the employee’s normal work schedule;

-7-

ii. to attend a meeting on City business in which a meal is served as part of the meeting itself. This is typically for group meetings such as a half-day information conference in the Bay Area; and
iii. to allow for a City official to meet with another government official or business consultant to conduct official City business. An example would be that scheduling requires two officials to meet during lunch time to discuss official City business, and that the lunch meeting is the most convenient time to discuss City business.

Additional information can be obtained by linking to the federal fringe benefit guides referenced below or by contacting the Finance Department. f. If a personal credit card is used to pay the registration fee for a conference, training session, etc., City officials cannot request reimbursement until after the event has concluded.
g. Approved travel that must be canceled by a City official due to a bona fide emergency or situation completely outside of his/her control, and for which refunds cannot be obtained, will be reimbursed by the City upon approval of a properly documented travel form. h. City officials must substantiate all expenses. The following constitutes “substantiate” for the purpose of this document:
i. Within 30 calendar days after the expense is incurred, the employee shall submit to the City all receipts and other documentary evidence substantiating the time, place, amount, and business connection of the expenditure.

8. Return of Excess Amounts
a. Travel advances are not allowed under this policy unless it is determined by the City Manager that a business necessity exists. In such cases, City officials must return any amount of an advance that is in excess of the actual expense incurred within 30 calendar days upon return to work (or within 120 calendar days after the expense was incurred, whichever is less).
b. Per diem allowances for City Officials except for Elected Officials do not apply to this section, i.e., actual expenses less than the allowable per diem are not required to be returned so long as the appropriate business needs for the per diem have been established.

D. Reporting Requirements

1. Elected Officials or City Manager shall, at the first regular meeting following a meeting or conference attended at City expense, provide a brief oral or written report regarding the meeting or conference. If multiple elected or appointed officials attended, a joint report may be made.

E. Policy Violations

1. Use of public resources or falsifying expense reports in violation of this policy may result in any or all of the following:
a. Loss of reimbursement privileges;
b. Restitution to the City;
c. The reporting of expenses as income earned to state and federal tax authorities;

-8-

d. Civil penalties of up to $1,000 per day and three times the value of the resources used; and
e. Disciplinary actions, including termination of employment and/or prosecution for misuse of public resources.

APPROVED:

Attachments: Travel Authorization & Expense Report (Form 32-11) Credit Card Missing Invoice Form

Reference Documents:

IRS Fringe Benefit Guide - Publication 5137 (January 2014) IRS Employer's Tax Guide to Fringe Benefits - Publication 15-B (for use in 2019) City Manager

CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Authorize the City Manager, or Designee, to Execute Purchase Orders with PACE Supply Corp. for Clow Fire Hydrants and Related Parts (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111; and Christian Di Renzo, Public Works Director, 408-586-2602)
Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 3/18/2025
Recommendation: (1) Authorize the City Manager, or designee, to issue purchase orders to PACE Supply Corp. for Clow fire hydrants and check valves in an amount not to exceed $165,157; and (2) Authorize the City Manager, or designee, to issue additional purchase orders to PACE Supply Corp. for Clow fire hydrants and related parts as required for a period of up to five years, subject to existing contract authority and the appropriation of funds.

BACKGROUND:

The City of Milpitas currently maintains 2,906 fire hydrants, with each hydrant having a 30-year service life.

Approximately half of the City’s fire hydrants have exceeded their useful life and need rehabilitation and replacement. Per the California Fire Code, fire hydrant systems shall be maintained in an operative condition at all times, shall be repaired where defective, and shall comply with approved standards. In addition, hydrant replacement is a necessary safety maintenance measure that ensures the City not only meets firefighting requirements per the California Fire Code but also complies with water quality standards in conformance with California State Regulation, Title 22. In 2008, City Council approved CIP No. 7110, Hydrant Replacement Program to provide funding for the replacement of Greenberg fire hydrants in the Manor, Sunnyhills, and Milford neighborhoods and later expanded the project scope to include Citywide hydrants as recommended in the Water Supply Augmentation Feasibility Report dated March 2015.

The City Hydrant Replacement Program addresses the systematic, system-wide replacement of older, leaking, or damaged hydrants. Hydrants are typically replaced due to maintenance inspections, leak detection testing, and damage from vehicular accidents. The replacement program is designed to optimally maintain the integrity of the City fire protection system. Annual fire hydrant asset replacement was recommended per the Council- approved Water System Master Plan dated June 2022.

ANALYSIS:

On February 5, 2025, the Purchasing Division of the Finance Department released an Invitation for Bid (IFB) 25-1034 for the purchase of Clow fire hydrants and related parts and accessories. No “or equals” substitutions were allowed for the IFB as the City has an approved Standardization on file for Clow fire hydrants in accordance with Municipal Code Section I-2-3.14 Standardization. The Standardization was approved by the City Procurement Agent on February 5, 2025 and is valid for a period of five years.

The IFB was publicly noticed on the City’s website and OpenGov, the City e-procurement platform, in accordance with Municipal Code Section I-2-3.08 Formal Bid Procedures. Upon release, 6,834 firms received the bid notification, and 26 firms downloaded the IFB documents. Six vendors submitted responses by the published closing date of February 26, 2025. One vendor was found non-responsive and disqualified from further consideration.

Bid submittals were based on the City’s immediate need for 30 Clow Model 960 3 port hydrants – Yellow, 20 Clow LBIW 400A tall check valves, and 10 Clow LP619 short check valves. Submitted total base bids, not including applicable sales tax, for the five responsive and responsible bidders were as follows:

Fire Hydrants and Related Parts and Accessories, IFB 25-1034 Total Base Bid

1. Pace Supply Corp. $151,000.00

2. CAPFLO $152,880.00

3. Hajoca Corporation $159,236.13

4. Underground Republic Water Works $176,750.00

5. Blue Angel International llc $185,585.00
Based on submitted total base bid amounts, Pace Supply Corp. was the lowest-priced responsive and responsible bidder. The IFB included a provision to leverage the results of the IFB for additional purchases as required for a period of up to five years. Pace Supply Corp. submitted a 45% discount off list prices for future purchases, including next generation equivalent Clow fire hydrants and related parts and accessories.

POLICY ALTERNATIVE(S):

Alternative 1: Do not approve purchase of Clow fire hydrant and related parts and accessories from Pace Supply Corp. based on the results of IFB No. 25-1034.

Pros: None.

Cons: If staff are unable to purchase Clow fire hydrants and related parts and accessories, the replacement of these assets will be delayed.

Reason not recommended: Delaying the replacement of fire hydrants would result in more fire hydrants exceeding their useful life and potentially falling out of compliance with applicable code requirements.

FISCAL IMPACT:

Sufficient funds for the initial purchase of $165,157, based on the submitted bid pricing and including sales tax, are available in CIP 7110 – Hydrant Replacement Program. The funding source of this CIP is from Water Capital Surcharge fund and Water Line Extension fund. As of March 3, 2025, the uncommitted balance of this project is $178,759.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

By the definition provided in the California Environmental Quality Act (CEQA) Guidelines Section 15378, this action does not qualify as a “project” for the purpose of CEQA as this action has no potential to result in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment.

RECOMMENDATION:
(1) Authorize the City Manager, or designee, to issue purchase orders to PACE Supply Corp. for Clow fire hydrants and check valves in an amount not to exceed $165,157. (2) Authorize the City Manager, or designee, to issue additional purchase orders to PACE Supply Corp. for Clow fire hydrants and related parts as required for a period of up to five years, subject to existing contract authority and the appropriation of funds.

ATTACHMENT(S):
(a) Resolution

RESOLUTION NO. ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS AUTHORIZING

THE CITY MANAGER TO EXECUTE A PURCHAS ORDER WITH THE LOWEST

RESPONSIBLE BIDDER SUBMITTING A RESPONSIVE BID, PACE SUPPLY CORP, IN THE AMOUNT OF $165,157 FOR PURCHASE OF CLOW FIRE HYDRANTS AND RELATED

PARTS AND ACCESSORIES
WHEREAS, the City of Milpitas maintains 2,906 fire hydrants, with each hydrant having a 30- year service life. Approximately half of the City’s fire hydrants have exceeded their useful life and need rehabilitation and replacement; and
WHEREAS, per the California Fire Code, fire hydrant systems shall be maintained in an operative condition at all times, shall be repaired where defective, and shall comply with approved standards. In addition, hydrant replacement is a necessary safety maintenance measure that ensures that the City not only meets firefighting requirements per the California Fire Code but also complies with water quality standards in conformance with California State Regulation, Title 22; and WHEREAS, in 2008, the City Council approved CIP No. 7110, Hydrant Replacement Program to provide funding for the replacement of Greenberg fire hydrants in the Manor, Sunnyhills, and Milfords neighborhoods and later expanded the project scope to include Citywide hydrants as recommended in the Water Supply Augmentation Feasibility Report dated March 2015; and WHEREAS, on February 5, 2025, the City Purchasing Agent approved a standardization for Clow fire hydrants and related parts and accessories in accordance with Municipal Code Section 1-23.14 Standardization;
WHEREAS, the Purchasing Division of the Finance Department released an Invitation for Bid (IFB) 25-1034 for the purchase of Clow fire hydrants and related parts and accessories which publicly noticed on the City website and OpenGov, the City e-procurement platform, in accordance with Municipal Code Section I-2-3.08 Formal Bid Procedures; and
WHEREAS, upon release, 6,834 firms received the bid notification, and 26 firms downloaded the IFB documents. Six vendors submitted responses by the published closing date of February 26, 2025; and WHEREAS, bid submittals were based on the City’s immediate need for 30 Clow Model 960s 3 port hydrants – Yellow, 20 Clow LBIW 400A tall check valves, and 10 Clow LP619 short check valves.

Based on submitted total base bid amounts, Pace Supply Corp was the lowest-priced responsive and responsible bidder; and
WHEREAS, the IFB included a provision to leverage the results of the IFB for additional purchases as required for a period of up to five years and Pace Supply Corp. submitted a 45% discount off list prices for future purchases, including next generation equivalent Clow fire hydrants and related parts and accessories; and
NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:

1. The City Council has duly considered the full record before it, which may include but is not limited to such things as the City staff report, testimony by staff and the public, and

2 Resolution No. ____
other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2. The City Council hereby authorizes the City Manager to issue a Purchase Order to Pace Supply Corp. to purchase Clow fire hydrants and check valves for an amount not to exceed $165,157.00 and to authorize the City Manager to issue additional Purchase Orders to Pace Supply Corp. for a period of up to five years for the purchase of Clow fire hydrants and related parts and accessories as required, subject to existing contract authority and the appropriation of funds.

PASSED AND ADOPTED this day of , 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST: APPROVED:

Suzanne Guzzetta, City Clerk Carmen Montano, Mayor
APPROVED AS TO FORM:

Michael Multalipassi, City Attorney

CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Authorize the Surplus of City Vehicles and Equipment (Staff Contact: Luz Cofresí-Howe, Finance Director, 408-586-3111)
Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 3/18/2025
Recommendation: Authorize the surplus of City vehicles and equipment with JJ Kane Auctions.

BACKGROUND:

The City of Milpitas (City) is equipped with 270 vehicles and over 500 pieces of equipment to support City operations. A total of 21 vehicles and 22 pieces of equipment are scheduled for surplus as they have reached the end of their useful life. In accordance with City Purchasing Policy, Milpitas Municipal Code Section 1-2.7.03 – Disposal of Property with an Estimated Value of More Than Five Thousand Dollars ($5,000), staff is recommending City Council approval for the disposal of the vehicles and equipment through the City’s selected auction house, JJ Kane Auctions.

ANALYSIS:

The vehicles and equipment scheduled to be disposed have reached the end of their useful life. Below is a chart with the year of the vehicle, asset/vehicle ID, make, model, functional use, assigned department or division, and useful life.

Year Fleet ID Make Model Functional Use Department
Useful Life
(in years)
2010 SP53 AMRCN SGNL GP232-T Sign board Police 5
2007 SP54 WATTCO ATS5 Sign board Police 5
2012 SP57 AMRCN SGNL GP232-T Sign board Police 5
2006 SP55 MOBTR MTZ5900 Radar Trailer Police 10
1997 F143 Chevrolet Suburban Fire Command Fire 7
1999 U284 Ford F250 Pick up Maintenance Utilities 7
1995 U471 Ford Ranger XL 4x4 Maintenance Utilities 7
2009 Z101 Toyota Prius Pool Fleet 5
1998 SP02 Winnebago Winnebago PD Command Police 7
2000 K490 Ford Crown Victoria Maintenance Fleet 2
1997 B126 Ford E150 Cargo Van Maintenance Facilities 7
2023 SP68 SpeedAlert 24-ATS5 Radar Trailer Police 10
1993 SP03 Ford E150 Econoline PD Patrol Police 5
2001 D008 Ford Mustang GT PD Patrol Police 5
2003 Z474 Ford Crown Victoria Pool vehicle Fleet 2
2000 D003 Ford Taurus Maintenance Fleet 6
1993 Z401 Ford F250 Maintenance Fleet 7
1992 Z455 Ford F250 Maintenance Fleet 7
1995 Z470 Ford F350 Maintenance Fleet 7
1998 U274 Ford F250 Maintenance Fleet 7
2006 Z411 Ford Crown Victoria Pool Fleet 3
2000 L370 Bandit 250XP Chipper Landscape 7
1997 L389 Vermeer 1250-B0 Chipper Landscape 10
2000 L392 Vermeer V2050 Root Pruner Landscape 6
2000 L908 Vermeer TLR20 Trailer Landscape 10

Year Fleet ID Make Model Functional Use Department
Useful Life
(in years)
1996 L362 Vermeer SC252 Stump Grinder Landscape 8
1996 L930 Vermeer TLR25 Trailer Landscape 8
2000 S335 Hypac C-747-B Roller Streets 5
1998 B6384 Northport 4650 Boat Landscape 5
1988 B910 Skipper GLT-14 Boat Trailer Landscape 7
1997 L363 Vermeer SC672A Stump Grinder Landscape 8
1995 M342 Mathew 880L Flair Mower Landscape 10
1997 B351 CheTech GF104 Utility Cart Facilities 8
1997 B349 CheTech GF105 Utility Cart Facilities 8
1986 U4343 Paco Pacific Jaeger 10 Water Pump Trailer Utilities 5 2006 L358 Toro 328-D Riding Mower Landscape 8
1986 U4347 John Deere 210C Backhoe Tractor Utilities 12 1998 S395 Layton H-500-8 Asphalt Paver Streets 10
1998 E385 Toro 5400HL Turf Sweeper Landscape 5
2006 S339 Crafco BAX-250 Pavement Marker Streets 10
1998 U368 Honda M-2V Sand Bagger Utilities 7
2005 S399 Sase Bull 65 Vacuum Streets 7
2005 E681 New Gannon HD4276LB Scraper Attachment Landscape 7 Section I-2-7.01 of the Municipal Code authorizes the Purchasing Agent to dispose of surplus City property with an estimated current market value of less than $5,000 at public or private sale or by renting or destroying the same, with or without notice, competitive bid, or necessity of posting bid bonds. . Section I-2-7.03 states that the City Council may authorize the Purchasing Agent to dispose of property valued over $5,000 upon the same terms, conditions, discretion, and limitations, which is requested here.

POLICY ALTERNATIVE(S):

Alternative 1: Do not approve the surplus of vehicles.

Pros: None
Cons: The inability to surplus the identified vehicles would not just cause storage constraints as the City has procured the replacement for many of these assets, but the City would also forego any revenue proceeds that would be generated from their sale.

Reason for Not Recommending: Staff is recommending the surplus of these assets as part of a standard practice carried out by municipal fleet operations. The surplus process occurs regularly as vehicles age and are replaced with new inventory.

FISCAL IMPACT:

The City would realize an undetermined amount of revenue by the auctioning of this inventory which would be deposited in Fund 500 – Equipment Replacement Fund to be expended for future vehicle and equipment purchases.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

By the definition provided in the CEQA Guidelines Section 15378, this action does not qualify as a “project” for the purpose of CEQA as this action has no potential to result in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment.

RECOMMENDATION:

Authorize the surplus of City vehicles and equipment with JJ Kane Auctions.

ATTACHMENT(S):

None

CITY OF MILPITAS

AGENDA REPORT
(AR)
Item Title: Adopt a Resolution to Approve Project Plans, Award the Construction Contract to Cratus, Inc., and Authorize Contract Change Order(s) for the Dempsey Road Water Line Replacement (Staff: Christian Di Renzo, Public Works Director, 408- 586-2602; and Michael Silveira, City Engineer, 408-586-3303) Category: Consent Calendar-Community Services and Sustainable Infrastructure Meeting Date: 3/18/2025
Recommendation: (1) Adopt a resolution to approve project plans and specifications, (2) Award the construction contract to Cratus, Inc. in the amount of $5,463,800, (3) Authorize the City Manager to execute the construction contract with Cratus, Inc.; and (4) Authorize the Public Works Director to negotiate and execute contract change order(s) in an aggregate amount not to exceed $1,093,000 for the Dempsey Road Water Line Replacement, Project Nos. 7110 and 7118.

BACKGROUND:

The Dempsey Road Water Line Replacement, CIP Project Nos. 7100 and 7118 (Project), is in the FY 2025- 2029 Adopted Capital Improvement Program (CIP). The Dempsey Project provides for design and construction to replace approximately 6,000 feet of 12-inch diameter asbestos cement or cast-iron pipe with polyvinyl chloride pipe (PVC) or ductile iron pipe along Dempsey Road from N. Park Victoria Drive to south of the Yosemite Drive intersection, and Yosemite Drive from N. Park Victoria Drive to east of the Interstate 680 overpass. The pipeline was installed in the early 1970s (with some segments installed in 1964) and has corroded extensively, resulting in multiple breaks over the last several years and adversely affecting the customers it serves.

In 2023, staff requested proposals from eight engineering consulting firms specializing in water systems design and received three proposals. The proposals were reviewed and evaluated based on the project team, project understanding, management approach, similar past project experiences and cost estimate of services. Staff deemed HydroScience Engineers to be the most qualified firm and entered into a Design Service Agreement in the fall of 2023 in an amount not-to-exceed $695,175.

On November 19, 2024, the City Council awarded a construction contract to WestRock Engineering for the replacement of several valves that were not operating properly along E. Calaveras Boulevard, S. Park Victoria Drive, and Yosemite Drive. This work was essential to be completed prior to the start of the Dempsey Project so adequate isolation and sufficient system shutdown could occur during the construction. This work is currently underway and anticipated to be completed in May 2025.

ANALYSIS:

The Project was advertised on the City eProcurement system, OpenGov Procurement, digital construction trade publications on January 24, 2025, and in the Milpitas Post on January 24 and 31, 2025, in accordance with the bidding requirement of the Uniform Public Construction Cost Accounting Act. The Project was also posted at Milpitas City Hall, Sports Center, and Senior Center per City Council direction and Government Code section 36933. The bid opening was held on February 20, 2025, and five (5) sealed bids were received with the price ranging from $5,463,800 to $8,790,800. The lowest responsive bidder is Cratus, Inc., submitting a bid in the amount of $5,463,800. A Bid Results Summary follows while detailed information about the bid results is included in the agenda packet. (Attachment 3).

Bidder Location Base Bid
Engineer’s Construction Estimates - $5,750,000
Cratus, Inc. San Francisco, CA $5,463,800
K.J. Woods Construction, Inc. San Francisco, CA $5,468,000 C2R Engineering, Inc. Mountain View, CA $5,487,700
Mitchell Engineering, Inc. San Francisco, CA $6,859,600 Garney Pacific, Inc. Tracy, Ca $8,790,800
The bid prices submitted ranged from 5% below to 53% over the Engineer’s Construction Estimate. The wide variation is likely due to bidders’ ability to self-perform work rather that hiring a subcontractor(s), workload schedule, bidder overhead cost and profit margin thresholds, and material and labor markups.

Staff reviewed the bid proposal submitted by Cratus, Inc., the apparent lowest bidder, and found their bid proposal to be responsive. Staff recommends awarding a construction contract in the amount of $5,463,800 to Cratus, Inc., the lowest responsive and responsible bidder. No bid protests were filed with the City. There is sufficient funding available in the Project budget to award this contract and no additional funding appropriation is required.

Despite the City’s consultant’s best effort to capture all relevant information in the drawings, a significant challenge in water pipeline construction is the potential discovery of unforeseen conditions that may create conflict with the proposed design. The construction contingency established for this project to address any unforeseen conditions that arise during construction is $1,093,000 which is approximately 20% of the total contract value. As previously approved for the successful completion of recent projects with tight completion schedules, staff is requesting the use of the same change order policy used for previous projects (Attachment 4). This policy allows for a timely completion of the Project, while addressing the need to respond swiftly to unforeseen conditions, and approve necessary change orders to limit potential claims or risks to the City. The change order authority will not be exceeded without prior approval of the City Council.

The Project is anticipated to be completed by spring 2026, with the road to be resurfaced that summer. The Engineer’s Construction Estimate for the Project’s base bid is $5,750,000. The Project plans and specifications (Attachment 2) are included in the Council’s agenda packet.

POLICY ALTERNATIVE(S):

Alternative 1: Deny approval of the Project’s plans and specifications and not award the construction contract to Cratus, Inc.

Pros: None.

Cons: Not replacing the water line will lead to continued deterioration and corrosion of the existing water main.

As the condition worsens over time, the risk of water main breaks will increase, potentially causing frequent disruptions to residents and businesses along the affected area.

Reason not Recommended: It is essential the Project be completed prior to the resurfacing of Dempsey Road.

Prolonging the Project schedule will continue to affect Public Works Department resources to address immediate water pipe repairs and pavement deterioration and affect the quality of life of the community.

FISCAL IMPACT:

Adequate funds are available in the Project budget and no additional funding appropriation is required. As of March 3, 2025, the uncommitted balance of the Project is as follows:

CIP 7100 $ 3,209,840
CIP 7118 $ 5,206,715
Total $ 8,464,195

Summary of Estimated Construction Expenditures
Construction Contract $ 5,463,800
20% Construction Contingency $ 1,093,000
TOTAL $ 6,556,800
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The Project entails replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced and is exempt from CEQA pursuant to Cal. Code Regs., tit. 14, § 15302.

RECOMMENDATION:
(1) Adopt a resolution to approve project plans and specifications. (2) Award the construction contract to Cratus, Inc. in the amount of $5,463,800. (3) Authorize the City Manager to execute the construction contract with Cratus, Inc. (4) Authorize the Public Works Director to negotiate and execute contract change order(s) in an aggregate amount not to exceed $1,093,000 for the Dempsey Road Water Line Replacement, Project Nos. 7110 and 7118.

ATTACHMENT(S):
(a) Resolution
(b) Plans and Specifications
(c) Bid Summary
(d) Change Order Policy

Attachment 1
RESOLUTION NO. ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MILPITAS APPROVING PROJECT PLANS AND SPECIFICATIONS; AWARD THE CONSTRUCTION CONTRACT TO THE LOWEST RESPONSIBLE BIDDER SUBMITTING A RESPONSIVE BID, CRATUS, INC., IN A TOTAL AMOUNT OF $5,463,800; AUTHORIZE THE CITY MANAGER TO EXECUTE THE CONSTRUCTION CONTRACT WITH CRATUS, INC.; AND AUTHORIZE THE PUBLIC

WORKS DIRECTOR TO NEGOTIATE AND EXECUTE CONTRACT CHANGE ORDER(S) IN AN AGGREGATE AMOUNT NOT TO EXCEED $1,093,000 FOR THE DEMPSEY ROAD WATER LINE REPLACEMENT, PROJECT NOS. 7110 AND 7118.

WHEREAS, the Dempsey Road Water Line Replacement Project, City Project Nos. 7110 and 7118 (“Project”), is in the FY2025-2029 Adopted Capital Improvement Program; and provides for the design and the replacement of the existing water main along Dempsey Road from N. Park Victoria Drive to south of Yosemite Drive intersection and Yosemite Drive from N. Park Victoria Drive to east of I-680 overpass; and
WHEREAS, the Project was advertised on City’s eProcurement system, OpenGov Procurement and digital construction trade publications on January 24, 2025, and in the Milpitas Post on January 24 and 31, 2025, in accordance with the bidding requirements of the Uniform Public Construction Cost Accounting Act; and posted at Milpitas City Hall, Sports Center, and Senior Center as per City Council direction and Government Code section 36933; and
WHEREAS, the Engineer’s Estimate for the Project is $5,750,000; and WHEREAS, on February 20, 2025, five (5) sealed bid proposals were received and the bid pricing ranged from $5,463,800 to $8,790,800; and
WHEREAS, no bid protest was filed with the City within five (5) calendar days of the bid opening as set forth in the Project specifications; and
WHEREAS, the lowest responsible bidder submitting a responsive bid is Cratus, Inc., in the base bid amount of $5,463,800; and
WHEREAS, staff recommends the City Council to award the construction contract to Cratus, Inc., the lowest responsible bidder submitting a responsive bid for the Project, and authorize the City Manager to execute the construction contract in the amount of $5,463,800 in accordance with State law; and WHEREAS, staff recommends the City Council authorize the Public Works Director to negotiate and execute change order(s) in an amount not to exceed $1,093,000; twenty percent (20%) of the total contract value, due to Project’s tight completion schedule and staff’s capability to respond swiftly to unanticipated construction conditions to limit potential claims or risk to the City; and WHEREAS, sufficient funds are available in the Project budget to award the contract to Cratus, Inc. in the total amounts of $5,463,800; and
NOW, THEREFORE, the City Council of the City of Milpitas hereby finds, determines, and resolves as follows:

1. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other

2 Resolution No. ____
materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2. The City Council hereby approves the Project Plans and Specifications.

3. The City Council hereby awards the construction contract to and authorizes the City Manager to execute the contract and related documents with the lowest responsible bidder submitting a responsive bid, Cratus, Inc., in the amount of $5,463,800 for the Project.

4. The Public Works Director is hereby authorized to negotiate and execute contract change order(s) in an aggregate amount not to exceed $1,093,000 for the Project.

PASSED AND ADOPTED this day of , 2025, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST: APPROVED:
_____________________________ __________________________ Suzanne Guzzetta, City Clerk Carmen Montano, Mayor
APPROVED AS TO FORM:
_____________________________
Christopher Creech, Acting City Attorney

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITAS STD. NO 722. SEE DET 3/C506
CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFY

CONNECTION

DEMPSEY RD

YOSEMITE DR

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

EDSEL DR

SHIRLEY DR

DRIVEWAY

SELWYN DR

DEMPSEY RD

DEMPSEY RD

SELWYN DR
ARROYO
DE LOS
COCHES

DEMPSEY RD

DEMPSEY RD

N PARK VICTORIADR

S PARK VICTORIADR

S PARK VICTORIADR

E CALAVERAS BLVD

S PARK VICTORIA
DR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED

REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.
1 2
3 4
25 1
26 BOX

CULVERT

DEMPSEY RD

DEMPSEY RD

DEMPSEY WAY

YOSEMITE DR
27 28
29 30
31 MASTER LIST C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 MASTER LIST C201 C202 C301
32 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 702. SEE DET 3/C501 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 INSTALL ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
INSTALL 24" PVC C900 WATER
INSTALL 12" 90° ELBOW
1 5
13 14
15 17
18 21
22 23
1 2
3 26
31 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12" 11.25° ELBOW
INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
1 15
21 24
1 2
3 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 11.25° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 ANDCONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508 1 6
15 18
21 23
25 1
2 3
26 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 1 16
21 25
1 2
3 26

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 12"x12"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 ANDCONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508 INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW
INSTALL 12" 22.5° ELBOW
1 2
4 10
14 18
19 21
22 1
2 3
26 27
28 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 12" 11.25° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW
1 4
15 18
21 22
1 2
3 27
28 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 12" 45° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 1 4
11 12
14 16
18 21
22 1
2 3

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 ANDCONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508

INSTALL A BLIND FLANGE
1 6
14 18
21 22
25 1
2 3
26 29

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502.
1 6
18 25
1 2
3 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
INSTALL 8"x8"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 4" WATER SERVICE LATERAL AND INSTALL COMPOUND WATER METER PER CITY OF MILPITAS STD. 728. SEE DET 1/C503
1 3
8 11
16 1
2 3

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 INSTALL ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT 24" PVC C900 WATER
CONSTRUCT 12" DIP WATER MAIN
1 5
22 23
25 1
2 3
31 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 11.25° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT 12" DIP WATER MAIN
1 10
15 18
19 22
25 1
2 3

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 1 6
14 18
1 2
3 25
25 24
21 33
33 33
27 15
32 34
34 30

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITYSTANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.4

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITYSTANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.4

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITYSTANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.4

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITYSTANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.4

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITYSTANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.4

DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2. REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3. REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4. CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6. INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36
(E) 12" WORK PERFORMED

PRIOR TO WATERLINE

REPLACEMENT PHASE OF
PROJECT. SEE WATERVALVE REPLACEMENTPROJECT.
1" MIN

CLEARANCE

PER MFRRECOMMENDATIONS,
TYP
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITAS STD. NO 722. SEE DET 3/C506
CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFY

CONNECTION

DEMPSEY RD

YOSEMITE DR

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

EDSEL DR

SHIRLEY DR

DRIVEWAY

SELWYN DR

DEMPSEY RD

DEMPSEY RD

SELWYN DR
ARROYO
DE LOS
COCHES

DEMPSEY RD

DEMPSEY RD

N PARK VICTORIA
DR

S PARK VICTORIA
DR

S PARK VICTORIA
DR

E CALAVERAS BLVD

S PARK VICTORIA
DR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
1 2
25 1
26 BOX

CULVERT

DEMPSEY RD

DEMPSEY RD

DEMPSEY WAY

YOSEMITE DR
27 28
29 30
31 MASTER LIST C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 32 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 702. SEE DET 3/C501 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 INSTALL ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
INSTALL 24" PVC C900 WATER
INSTALL 12" 90° ELBOW
1 5
13 14
15 17
18 21
22 23
1 2
3 26
31 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12" 11.25° ELBOW
INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
1 15
21 24
1 2
3 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 11.25° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
1 6
15 18
21 23
25 1
2 3
26 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 1 16
21 25
1 2
3 26

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 12"x12"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW
INSTALL 12" 22.5° ELBOW
1 2
4 10
14 18
19 21
22 1
2 3
26 27
28 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 12" 11.25° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW
1 4
15 18
21 22
1 2
3 27
28 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 12" 45° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 1 4
11 12
14 16
18 21
22 1
2 3

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL WATER METER AND SERVICE LATERAL PER CITY OF MILPITAS STD NO. 722. SEE DET 3/C506 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502
CONSTRUCT SERVICE LATERAL AND BACKFLOW PREVENTER PER CITY OF MILPITAS STD NO. 734 AND CONNECT TO EXISTING SYSTEM. SEE DETAIL 1/C508

INSTALL A BLIND FLANGE
1 6
14 18
21 22
25 1
2 3
26 29

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 6" FIRE SERVICE LATERAL FIRE HYDRANT PER CITY OF MILPITAS STD NO. 742. SEE DET 1/C502.
1 6
18 25
1 2
3 CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
INSTALL 8"x8"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY OF MILPITAS STD NO. 738. SEE DET 1/C505 INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 CONSTRUCT 4" WATER SERVICE LATERAL AND INSTALL COMPOUND WATER METER PER CITY OF MILPITAS STD. 728. SEE DET 1/C503
1 3
8 11
16 1
2 3
25 25
24 21
33 27
15 32
34 34
30 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

REMOVE EXISTING WATER MAIN
REMOVE EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS.

REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

REMOVE EXISTING WATER SERVICE LATERAL AND RESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS. 4 35
36 (E) 12" WORK PERFORMED

PRIOR TO WATERLINEREPLACEMENT PHASE OF
PROJECT. SEE WATERVALVE REPLACEMENT
PROJECT.

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
C
I

INCORPORATED
ITAS

LMI P DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAY
BERKELEY, CA 94710
OFFICE: (510)540-7100 www.hydroscience.com
1/15/25
1/15/25
1/15/25
7118 & 7110
MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:19 AM 1 1" = 10'-0"
G001

TITLE SHEET, VICINITY MAP AND LOCATION MAP

PROJECT

LOCATION

PROJECT SITE
N N

VICINITY MAP
NTS

LOCATION MAP
NTS
880
237
680

MILPITAS
237

DEMPSEY RD

S PARK VICTORIA DR

E CALAVERAS BLVD

YOSEMITE DR

DEMPSEY RD
680
237
PROJECT SUMMARY:

THIS PROJECT INCLUDES THE INSTALLATION OF APPROXIMATELY 6,000 LINEAR FEET OF NEW POTABLE

WATER PIPELINES, TRENCHING, SHORING, MICROTUNNELING, WATER ABANDONMENT, TRAFFIC

CONTROL, SIDEWALK RESTORATION, CURB & GUTTER RESTORATION, AND PAVEMENT RESTORATION ON DEMPSEY ROAD AND YOSEMITE DRIVE IN MILPITAS, CA.

DEMPSEY ROAD WATER

MAIN REPLACEMENT
PROJECT NO. 7118 & 7110
HYDROSCIENCE PROJECT NO. 356-011
A
IT

INCORPORATED
S
YTIC

CALIFORNIA
JANUARY 26, 1954

OF LMI P

CITY OF MILPITAS
JANUARY 2025

PROJECT DIRECTORY
1/27/2025
1/27/2025
ATTACHMENT 2

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:20 AM 2 1" = 10'-0"
G002DRAWING INDEX
SHEETNO.DWGNO.DRAWINGTITLE
GENERAL1 G001TITLE SHEET, VICINITY MAP AND LOCATION MAP 2 G002DRAWING INDEX
3 G003STANDARD SYMBOLS, LEGENDS AND ABBREVIATIONS
4 G004GENERAL NOTES
5 G005BLUEPRINT FOR A CLEAN BAY
6 G006KEY MAP
CIVIL7 C101PLAN & PROFILE - STA: 100+00 TO 103+47
8 C102PLAN & PROFILE - STA: 103+47 TO 108+25
9 C103PLAN & PROFILE - STA: 108+25 TO 113+25
10 C104PLAN & PROFILE - STA: 113+25 TO 117+50
11 C105PLAN & PROFILE - STA: 117+50 TO 122+00
12 C106PLAN & PROFILE - STA: 122+00 TO 127+00
13 C107PLAN & PROFILE - STA: 127+00 TO 131+50
14 C108PLAN & PROFILE - STA: 131+50 TO 136+25
15 C109PLAN & PROFILE - STA: 136+25 TO 140+75
16 C110PLAN & PROFILE - STA: 140+75 TO 143+07
17 C201PLAN & PROFILE - STA: 200+00 TO 203+50
18 C202PLAN & PROFILE - STA: 203+50 TO 207+40
19 C301PLAN & PROFILE - STA: 400+00 TO 401+30
20 C401TIE-IN DETAILS - 1
21 C402TIE-IN DETAILS - 2
22 C403TIE-IN DETAILS - 3
23 C404TIE-IN DETAILS - 4
24 C501CITY STANDARD DETAILS - 1
25 C502CITY STANDARD DETAILS - 2
26 C503CITY STANDARD DETAILS - 3
27 C504CITY STANDARD DETAILS - 4
28 C505CITY STANDARD DETAILS - 5
29 C506CITY STANDARD DETAILS - 6
30 C507CITY STANDARD DETAILS - 7
31 C508CITY STANDARD DETAILS - 8
32 C601CIVIL DETAILS - 1
33 C602CIVIL DETAILS - 2

DRAWING INDEX
1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:20 AM 3 1" = 10'-0"
G003STANDARD SYMBOLS, LEGENDS AND ABBREVIATIONS

LINE LEGENDSGENERAL LEGEND

CENTERLINE

BUILDING

CONCRETE

EQUIPMENT

EXISTING FEATURES, EQUIPMENT OR STRUCTURES

PROPERTY LINE

MATCH LINE

RIGHT OF WAY
FENCE

HANDRAIL

GRADE BREAK

SWALES OR DITCH

EDGE OF WATER

MAJOR CONTOURS

MINOR CONTOURS

EXISTING GUARD RAIL

DENSE BRUSH
180
180

CIVIL LEGEND

PIPING TO BE ABANDONED OR REMOVED

WATER MAIN PIPE

EXISTING WATER MAIN PIPE

SEWER FORCE MAIN

EXISTING SEWER FORCE MAIN

RECYCLED WATER PIPE

EXISTING RECYCLED WATER PIPE

SANITARY SEWER PIPE

EXISTING SANITARY SEWER PIPE

STORM DRAIN LINE

EXISTING STORM DRAIN LINE

OVER FLOW LINE

EXISTING OVER FLOW LINE

DRAIN LINE

EXISTING DRAIN LINE

ELECTRICAL CONDUIT

EXISTING ELECTRICAL CONDUIT

ELECTRICAL GROUND

CULVERT

EXISTING CULVERT

EXISTING UNKNOWN PIPE

EXISTING GAS LINE

EXISTING NATURAL GAS LINE

PATTERN LEGEND

NEW EXISTING

DEMOLITION AREA

AC W/ AB (SECTION VIEW)

NATURAL GROUND OR GRADE

COMPACTED BACKFILL

AB (SECTION VIEW)

CONCRETE

CHECKER PLATE

STEEL OR STAINLESS STEEL

AC PAVEMENT (PLAN VIEW)OR GROUT (SECTION VIEW)

GRATING

MISCELLANEOUS MATERIAL

HIGHLIGHTED AREA
N/A
N/A

PATTERNS LEGENDMISCELLANEOUS SYMBOLS

SINGLE LINE CONTINUATION

DOUBLE LINE CONTINUATION

GENERAL CONTINUATION

WATERLINE

POTHOLE

BORING HOLE

NORTH ARROW

INTERSTATE HIGHWAY

HIGHWAY
TREE

UTILITY BOX

POWER POLE
PH#
BH#

SERVICE ABBREVIATIONS

C ELECTRICAL CONTROL

D DRAIN

EFF EFFLUENT

E ELECTRICAL SERVICE

FA FOUL AIR

OF OVERFLOW

NPW NON POTABLE WATER

PW POTABLE WATER

RW RECYCLED WATER/RAW WATER

SD STORM DRAIN

SMP SAMPLE

SS SANITARY SEWER

SSFMSANITARY SEWER FORCE MAIN
V VENT

W WATER SERVICE
SEE NOTES1 & 3
24" SS

SERVICEABBREVIATION

PIPE SIZE(NOMINAL)

NOTE/REFERENCE
AC102
1M001
(3) SECTION/ELEVATION CALL OUT:
(2) DETAIL/SECTION/ELEVATION TITLE:
(1) MAIN FEATURE TITLE
(4) PHOTO CALL OUT: PHOTO 1 FROM DWG M001:

FEATURE TITLE

NOTE/SCALE

SECTION/ELEVATIONDESIGNATION

SHEET SECTION IS ON

PHOTO NUMBERSHEET PHOTO IS ON

VIEW LABEL(LETTERS FOR SECTIONS/ELEVATIONS & NUMBERS FORDETAILS) TITLE

SCALE SHEET REFERENCED
SCALE:<TITLE>NO SCALE AC102

REFERENCE LABELSVIEW TITLES, SECTION/DETAIL & PHOTO CALL-OUTS

DIRECTIONOF FLOW

GENERAL SYMBOLS SERVICE IDENTIFICATION SYSTEM

ABBREVIATIONSAAB ANCHOR BOLT/AGGREGATE BASEA/C AIR CONDITIONERAC ASPHALT CONCRETEAFF ABOVE FINISHED FLOORAI ANALOG INPUTAL ALUMINUMALT ALTERNATEAPPROX APPROXIMATE(LY)AUX AUXILIARYAVE AVENUE

BBF BLIND FLANGEBFC BOTTOM FACE OF CURBBFV BUTTERFLY VALVEBLDG BUILDINGBM BEAM/BENCHMARKBTM BOTTOMBV BALL VALVE

CCIP CAST IN PLACECJ CONSTRUCTION JOINTCONCCONCRETECONT CONTAINMENTCPLG COUPLINGCV CONTROL VALVE

D(D) DEMOLISHD DRAINDET DETAILDI DROP INLETDIA DIAMETERDIP DUCTILE IRON PIPEDWG DRAWING

E(E) EXISTINGE EASTEA EACHEG EXISTING GRADEEL ELEVATIONELL ELBOWEMBED EMBEDDEDEMERG EMERGENCYEP EDGE OF PAVEMENTEQUIP EQUIPMENTEW EACH WAYEXIST EXISTINGEW T&B EACH WAY/TOP AND BOTTOMEXP EXPANSIONEXT EXTERIOR

F(F) FUTUREFA FOUL AIRFACP FIRE ALARM CONTROLPANELFC FLEX COUPLINGFCA FLANGE COUPLING ADAPTERFD FLOOR DRAIN/FIRE DAMPERFE FLOW-METERFF FINISHED FLOORFG FINISHED GRADEFI FLOW INDICATORFL FLOW LINEFLEX FLEXIBLEFLG FLANGE(D)FLR FLOORFO FIBER OPTIC/FAIL OPENFRP FIBERGLASS REINFORCED PIPEFS FIRE SERVICE/FLOW SWITCHFT FEETFTG FOOTINGFTS FLOAT SWITCH

GG GASGALV GALVANIZEDGEN GENERALGPM GALLONS PER MINUTEGRT GROUT/GRATEGSN GENERAL STRUCTURAL NOTESGSP GALVANIZED STEEL PIPEGV GATE VALVE

HHI HIGHHORIZ HORIZONTALHP HIGH PRESSURE/HIGH POINT/HORSEPOWERHPS HIGH PRESSURE SODIUMHSS HOLLOW STRUCTURE STEELHT HEIGHT/HIGHHWL HIGH WATER LEVELHYD HYDRAULIC

IIE INVERT ELEVATIONIN INCHINST INSTRUMENTATIONINV INVERTIRR IRRIGATION

JJT JOINT

LL LENGTH

MMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUM/MINUTEMINS MINUTESMISC MISCELLANEOUSMJ MECHANICAL JOINTMOV MOTOR OPERATED VALVEMTD MANUAL TRANSFER SWITCHMTR MOTOR

N(N) NEWN NEUTRAL/NORTHN/A NOT APPLICABLENO NORMALLY OPENNPW NON-POABLE WATERNTS NOT TO SCALE

OO OPENOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACE, OVERFLOWOFMHOVERFLOW MANHOLE PPE PLAIN ENDPL/⅊ PROPERTY LINE/PIPELINE/PLATEPMP PUMPPROVIDEFURNISH, INSTALL AND CONNECT

PSI POUNDS PER SQUARE INCHPV PLUG VALVEPVC POLYVINYLCHLORIDEPVT PAVEMENTPW POTABLE WATER

QQ RATE OF FLOWQCPLG QUICK COUPLING

RR RADIUS/RIGHTR/C REINFORCED CONCRETERCP REINFORCED CONCRETE PIPERD ROADRED REDUCERREF REFERENCEREINF REINFORCE/REINFORCINGREL RELAYRGS RIGID GALVANIZED STEELRMS ROOT MEAN SQUARERW RECYCLED WATER

SS SOUTHSBL SET BACK LINESCH SCHEDULESD STORM DRAINSDMH STORM DRAIN MANHOLESDR STANDARD DIMENSION RATIOSEC SECONDARYSECT SECTIONSFM SEWER FORCE-MAINSHT SHEETSPEC SPECIFICATION(S)SS SANITARY SEWERSSMH SANITARY SEWER MANHOLESST STAINLESS STEELST STREETSTA STATIONSTD STANDARDSTL STEELSTRUCT STRUCTURESV SOLENOID VALVE

TT&B TOP AND BOTTOMT, TEL TELECOMMUNICATIONSTOP TOP OF PIPET/B TOP OF BANKTB TERMINAL BLOCKTBC TOP BACK OF CURBTC TOP OF CURB/TOP OF CONCRETETCDI TOP OF CURB DROP INLETTEMP TEMPERATURETP TOP OF PAVEMENTTYP TYPICAL

UUB UTILITY BOXUG UNDERGROUNDUN UNIONUNKNUNKNOWNUON UNLESS OTHERWISE NOTED

VVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVLV VALVE

WW WATER/WESTW/ WITHW/O WITHOUTWL WATER LEVELWS WATER SURFACEWSTP WATER-STOPWT WATERTIGHT/WEIGHTWV WATER VALVEWW WASTEWATERWWF WELDED WIRE FABRICWWTPWASTEWATERTREATMENT PLANT N
<FEATURE_TITLE>1" = 1'-0"
50 550
FM
X

TYPICAL PIPING SYMBOLS

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

GATE VALVE

BUTTERFLY VALVE

PLUG VALVE

CHECK VALVE

REDUCER

FLOW METER

BACKFLOW PREVENTER

DROP INLET

FIRE HYDRANT
CAP

BLIND FLANGE

HOSE BIBB

CLEAN OUT

BLOW OFF
CARV
S
D
XX" XX
XX" XX

SERVICEABBREVIATION

PIPE SIZE(NOMINAL)
1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:20 AM 4 1" = 10'-0"
G004GENERAL NOTES
GENERAL NOTES1. CONTRACTOR'S LICENSE REQUIREMENTS ARE NOTED IN THE CONTRACT DOCUMENTS.

2. AS REQUIRED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE CITY OF MILPITAS, ITSEMPLOYEES, OFFICERS, AND AUTHORIZED REPRESENTATIVES HARMLESS FROM ANY AND ALL CLAIMS AND LIABILITY, REAL OR ALLEGED, INCONNECTION WITH THE PERFORMANCE OF THE WORK SPECIFIED IN THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL SUBMIT A PROJECT CONSTRUCTION SCHEDULE TO THE CITY ENGINEER FOR REVIEW NO LATER THAN 21-DAYS AFTERISSUANCE OF PROJECT NOTICE OF AWARD.

4. CONTRACTORS PROJECT CONSTRUCTION SCHEDULE SHALL MEET ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

5. THE PROJECT NOTICE TO PROCEED WILL NOT BE ISSUED UNLESS CONTRACTORS PROJECT CONSTRUCTION SCHEDULE HAS BEENAPPROVED BY THE CITY ENGINEER.

6. CONTRACTOR SHALL DISTRIBUTE A CITY APPROVED NOTICE OF CONSTRUCTION TO RESIDENTS AND BUSINESS ADJACENT TO AND WITHIN AMINIMUM OF 300-FEET OF THE PROJECT. NOTICE SHALL BE DISTRIBUTED TWO-WEEKS, ONE-WEEK, AND 24-HOURS PRIOR TO BEGINNINGWORK AND SHALL COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER.

7. CONTRACTORS MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE LATEST EDITION OFTHE CITY STANDARDS DETAILS, STANDARD SPECIFICATIONS, ORDINANCES OF THE CITY OF MILPITAS, AND THE LATEST STATE STANDARDSPECIFICATIONS. CITY STANDARD DETAILS AND SPECIFICATIONS ARE AVAILABLE FROM THE CITY PUBLIC WORKS DEPARTMENT -ENGINEERING DIVISION, 408-586-3300: https://www.ci.milpitas.ca.gov/milpitas/departments/engineering/standard-details-and-specifications/

8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS NECESSARY TO PERFORM THE WORK SHOWN ON THE DRAWINGS,AND SHALL COMPLY WITH FEDERAL, STATE AND LOCAL LAW.

9. CONTRACTOR SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION MEETING BEFORE STARTING WORK.THEREAFTER, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR DAILY PRIOR TO WORKING IN THE STREET OR RIGHT OF WAY.PRE-CONSTRUCTION MEETINGS AND INSPECTIONS MAY BE SCHEDULED BY CONTACTING: (408) 586-2797, OR PREFERRED METHOD:https://app.acuityscheduling.com/schedule.php?owner=18287911

10.CONTRACTOR’S PROJECT MANAGER AND SUPERINTENDENT SHALL ATTEND PRE-CONSTRUCTION MEETING WITH CITY PROJECT ENGINEERAND INSPECTOR PRIOR TO STARTING WORK.

11.THE LOCATION OF MANHOLES, VALVE & UTILITY BOXES, MONUMENTS, TRAFFIC LOOPS, AND OTHER INFRASTRUCTURE AS SHOWN IN THECONTRACT DOCUMENTS ARE APPROXIMATE AND SHALL BE FIELD LOCATED BY CONTRACTOR.

12.CONTRACTOR SHALL NOT PERFORM ANY WORK THAT DEVIATES FROM THAT SHOWN IN THE CONTRACT DOCUMENTS WITHOUT APPROVALFROM THE CITY ENGINEER.

13.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND REQUIRED MATERIAL QUANTITIES PRIOR TO STARTING WORK. ANYCONFLICT WITH INFORMATION SHOWN IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY ENGINEER.

14.CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES PRIOR TO STARTING WORK AND SHALL OBTAIN A CHANGE ORDER FROM THECITY ENGINEER PRIOR TO EXCEEDING ESTIMATED QUANTITIES.

15.ALL QUANTITIES AND PAY ITEMS SHALL BE BASED ON ACTUAL FIELD MEASUREMENT BY THE CITY ENGINEER. THE CONTRACTOR SHALLMEET WITH PROJECT INSPECTOR AND AGREE ON QUANTITIES WITHIN 48-HOURS OF COMPLETING EACH SEGMENT WORK OR AS REQUIREDBY THE CONTRACT DOCUMENTS.

16.PROPERTY, INCLUDING UTILITIES, HARDSCAPE, LANDSCAPING, AND OTHER EXISTING INFRASTRUCTURE DAMAGED BY CONTRACTORSWORK SHALL BE RESTORED IN-KIND OR TO A BETTER CONDITION AT CONTRACTORS EXPENSE.

17.CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND CONDITIONS AT THE PROJECT JOB SITE AT ALL TIMES.

18.CONTRACTOR SHALL COMPLY WITH ALL OCCUPATIONAL SAFETY REQUIREMENTS, HEALTH AND SAFETY ORDERS, CITY, STATE, ANDFEDERAL REGULATIONS.

19.SURVEY MONUMENTATION SHALL BE PROTECTED AND PERPETUATED IN PLACE AS REQUIRED BY THE STATE OF CALIFORNIA BUSINESS ANDPROFESSIONS CODE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE RESET OF DISTURBED OR BURIEDMONUMENTS.

20.CONTRACTOR SHALL USE A LICENSED LAND SURVEYOR TO LOCATE AND TIE-OUT ALL MONUMENTS WITHIN WORK AREA AND SUBMITMONUMENT TIE-OUT RECORD TO THE CITY ENGINEER PRIOR TO STARTING WORK.

21.NO CONSTRUCTION OPERATIONS ARE PERMITTED ON THE FOLLOWING CITY HOLIDAYS IN ACCORDANCE WITH CITY ORDINANCE AND THECONTRACT DOCUMENTS: NEW YEARS DAY, MARTIN LUTHER KING BIRTHDAY, CESAR CHAVEZ DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY, VETERANS DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING, DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY.

22.CONTRACTORS WORK HOURS, INCLUDING OFF HAUL AND DELIVERY OF MATERIALS SHALL BE LIMITED TO THE HOURS BETWEEN 7 A.M. TO 5P.M. 7-DAYS PER WEEK EXCEPT CITY HOLIDAYS UNLESS A CHANGE IS APPROVED BY THE CITY ENGINEER. TRAFFIC CONTROL PLAN LANECLOSURE RESTRICTIONS MAY BE MORE RESTRICTIVE DEPENDENT ON TRAFFIC CONDITIONS.

23.CONTRACTOR SHALL IMPLEMENT AND MAINTAIN CONSTRUCTION BEST MANAGEMENT PRACTICES IN ACCORDANCE WITH THE CONTRACTDOCUMENTS, STATE LAW, CITY ORDINANCE, AND THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

24.CONTRACTOR SHALL NOT ALLOW ANY DEBRIS OR DISCHARGE TO ENTER A STORM DRAIN CATCH BASIN OR WATER COURSE.

25.CONTRACTOR SHALL MAINTAIN PROJECT SITE AND ADJACENT AREAS IN A NEAT, CLEAN, AND PROFESSIONAL CONDITION AT ALL TIMES.CONTRACTOR SHALL PROVIDE GRAFFITI, TRASH, AND DEBRIS REMOVAL INCLUDING STREET/SIDEWALK SWEEPING OPERATIONS DAILY ATTHE END OF THE DAYS WORK.

26.CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AT PROJECT SITE AND DURING CONSTRUCTION OPERATIONS AT ALL TIMES.

27.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF AS-BUILT CONDITIONS WITH ANY REDLINE FIELD CHANGES FOR CITY REVIEW PRIORTO REQUESTING FINAL INSPECTION. DRAWINGS SHALL BE PROVIDED IN HARDCOPY, ELECTRONIC PDF FORMAT, AND CADD FORMATMEETING CITY REQUIREMENTS.

28.CONTRACTOR SHALL IMMEDIATELY STOP WORK WHEN ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING CONSTRUCTION.CONTRACTOR SHALL ESTABLISH A 100-FOOT PERIMETER AROUND FOUND MATERIALS AND SHALL CONTACT A PROFESSIONALARCHAEOLOGIST CERTIFIED BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGIST (SCA), OR THE SOCIETY OF PROFESSIONALARCHAEOLOGIST (SOPA) TO EVALUATE THE FOUND MATERIALS AND DIRECT APPROPRIATE MITIGATION.

29.CONTRACTOR SHALL NOT USE POTABLE WATER FOR CONSTRUCTION AND DUST CONTROL. REFER TO CITY OF MILPITAS ORDINANCE NO.240.2. FOR DETAILS AND EXCEPTIONS. CONTACT THE CITY INSPECTOR FOR LOCATIONS OF RECYCLED WATER ACCESS POINTS FOR USEDURING CONSTRUCTION.

30.CONTRACTOR SHALL OBTAIN A CITY OF MILPITAS CONSTRUCTION WATER METER FOR POTABLE AND/OR RECYCLED WATER FOR USEDURING CONSTRUCTION AND SHALL PAY USAGE CHARGES. CONTRACTOR SHALL NOT OBTAIN WATER FROM ANY ON-SITE UTILITYSOURCES, FIRE HYDRANTS, OR ELSEWHERE UNLESS APPROVED BY INSPECTOR.

ROADWAY & TRAFFIC CONTROL31.CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN DESIGNED BY A CALIFORNIA LICENSED ENGINEER AND RECEIVE CITY APPROVALOF PLAN PRIOR TO STARTING WORK IN THE STREET.

32.CONTRACTOR SHALL NOT COMPLETELY CLOSE ANY STREET AND SHALL PROVIDE FOR THROUGH TRAFFIC AND ACCESS TO ALL DRIVEWAYSUNLESS ALLOWED DIFFERENTLY BY THE CONTRACT DOCUMENTS, THE CITY APPROVED TRAFFIC CONTROL PLAN, OR AS DIRECTED BY THECITY ENGINEER.

33.DETOUR OF THROUGH TRAFFIC TO NEARBY STREETS SHALL NOT BE PERMITTED. CONTRACTOR’S TRAFFIC CONTROL SHALL MAINTAIN ATLEAST A MINIMUM OF ONE 10-FOOT WIDE THROUGH TRAFFIC LANE PER TRAVEL DIRECTION AT ALL TIMES.

34.CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN AND BICYCLIST DETOURS COMPLIANT WITH THE REQUIREMENTS OF THE AMERICANSWITH DISABILITIES ACT (ADA) WHEN A SIDEWALK, CURB RAMP, OR BIKE LANE IS CLOSED OR OBSTRUCTED.

35.CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE MILPITAS UNIFIED SCHOOL DISTRICT (MUSD); WASTE MANAGEMENT SERVICES;U.S. POSTAL SERVICE, TRANSPORTATION (TRANSIT) AGENCIES, AND EMERGENCY SERVICES PRIOR TO STARTING WORK WITHIN THESTREET AND SIDEWALKS.

36.CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TRAFFIC FLAGGERS, WARNING SIGNAGE, SAFETY DEVICES, AND ALL TRAFFICCONTROLS AT NO ADDITIONAL COST TO CITY WHEN WORKING IN STREET OR WHEN CONTRACTORS OPERATIONS CREATE A HAZARDOUSCONDITION AS DETERMINED BY THE CITY ENGINEER.

37.CONTRACTOR SHALL MAINTAIN SUFFICIENT STOCK OF TRAFFIC CONES, BARRICADES, WARNING SIGNAGE, AND SAFETY DEVICES AT THEJOB SITE AT ALL TIMES TO ALLOW FOR IMMEDIATE DEPLOYMENT TO ADDRESS A HAZARDOUS CONDITION.

38.CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY ROADWAY MARKINGS IMMEDIATELY AFTER STRIPING REMOVAL. TEMPORARYMARKINGS AND SAFETY DEVICES SHALL REMAIN IN PLACE UNTIL AFTER PERMANENT MARKINGS HAVE BEEN INSTALLED OR AS DIRECTEDBY THE CITY ENGINEER.

39.TEMPORARY PAVEMENT SURFACE MATERIALS SHALL BE INSPECTED DAILY AND REPAIRED BY CONTRACTOR WHEN SETTLEMENT, UPLIFT,OR OTHER DEFECT IS PRESENT OR AS DIRECTED BY THE CITY ENGINEER.

40.CONTRACTOR SHALL INSTALL FINAL FINISHED STREET ASPHALT PAVEMENT SURFACE AND/OR SIDEWALK CONCRETE SURFACE MATERIALSWITHIN 14-DAYS FOLLOWING COMPLETION OF TRENCHING AND EXCAVATION OPERATIONS. TEMPORARY SURFACE MATERIALS SHALL NOTREMAIN IN PLACE LONGER THAN 14-DAYS UNLESS DIRECTED OTHERWISE BY CONTRACT DOCUMENTS AND/OR THE CITY ENGINEER.

41.CONTRACTOR SHALL RECEIVE INSPECTOR APPROVAL OF CAT-TRACKING OF ROADWAY STRIPING AND MARKINGS PRIOR TO INSTALLATIONOF FINAL MARKINGS.

42.CONTRACTOR SHALL ONLY HAUL ON ROUTES AND STREETS AS DIRECTED IN THE CONTRACT DOCUMENTS OR AS PRE-APPROVED BY THECITY ENGINEER.

43.CONTRACTOR SHALL ENSURE HAULING OPERATIONS DO NOT ALLOW MATERIAL TO BE BLOWN OR SPILLED UPON STREETS. CONTRACTORSHALL BE RESPONSIBLE FOR ALL CLEAN-UP AND DAMAGE AS A RESULT OF HAULING ACTIVITIES.

44.CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT ON STREET OR RIGHT OF WAY UNLESS SPECIFICALLY APPROVED BY THE CITYENGINEER.

45.CONTRACTOR SHALL OBTAIN APPROVALS FROM PRIVATE PROPERTY OWNERS PRIOR TO ACCESS OR USE OF PROPERTY.

46.CONTRACTOR SHALL POST “NO PARKING SIGNAGE” WITH SIGNAGE AVAILABLE FROM CITY AS REQUIRED TO SAFELY COMPLETE WORK INTHE STREET AND SIDEWALK 48-HOURS PRIOR TO STARTING WORK. CONTRACTOR SHALL NOTIFY THE INSPECTOR AND THE CITY’SEMERGENCY COMMUNICATION CENTER (408) 586-2400 OF STREETS WHERE SIGNAGE HAS BEEN POSTED.

UTILITIES & UNDERGROUND47.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING WORK. THECONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800)-642-2444 AND OBTAIN A REFERENCE NUMBER PRIOR TOEXCAVATION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL, STATE, AND REGULATORY SAFETYREQUIREMENTS FOR EXCAVATION. REFER TO: www.usanorth811.org

48.THE EXISTENCE OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO LOCATEALL UTILITIES WITHIN CONSTRUCTION AREA WHICH MAY BE AFFECTED BY CONSTRUCTION. THE USE OF GROUND PENETRATION RADAR INLIEU OF POTHOLE EXCAVATION SHALL NOT BE PERMITTED. CONTRACTOR SHALL SUBMIT THE POTHOLE REPORT WITH FOUND LOCATIONAND DEPTH INFORMATION TO THE CITY ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH FURTHER EXCAVATION.

49.THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND STRUCTURES AND WHEREPROPOSED CROSSINGS OF NEW UTILITY WITH EXISTING IS SHOWN ON THE PLANS. THE USE OF GROUND PENETRATION RADAR IN LIEU OFPOTHOLE EXCAVATION SHALL NOT BE PERMITTED. CONTRACTOR SHALL SUBMIT THE POTHOLE REPORT WITH FOUND LOCATION AND DEPTHINFORMATION TO THE CITY ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH FURTHER EXCAVATION.

50.ADDITIONAL COST ON THE PART OF THE CONTRACTOR TO DETERMINE THE LOCATION OR DEPTH OF EXISTING UTILITIES WHERE DIFFERENTFROM THAT SHOWN IN THE CONTRACT DOCUMENTS SHALL BE BORNE BY THE CONTRACTOR.

51.UTILITY BOXES, MANHOLE COVERS, AND OTHER INFRASTRUCTURE SHALL BE BROUGHT TO FINISHED GRADE BY CONTRACTOR NO LATERTHAN 72-HOURS FOLLOWING FINAL PAVING OPERATIONS.

52.CONTRACTOR SHALL NOT OPERATE WATER VALVES WITHOUT PRIOR APPROVAL FROM PUBLIC WORKS INSPECTOR.

53.CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, AND BRACING FOR ALL TRENCHING AND EXCAVATION WORK INACCORDANCE TO APPLICABLE SAFETY REGULATION, AND THE CALIFORNIA LABOR CODE.

54.TRENCH EXCAVATION BACKFILL OPERATIONS WITHIN STREETS AND SIDEWALKS THAT CAN NOT BE COMPLETED BY THE END OF WORKDAYSHALL BE SAFELY SHORED AND COVERED BY STEEL PLATE. PLATES SHALL BE RAMPED OR COUNTERSUNK FROM EXISTING SURFACE,PROVIDE A SMOOTH TRANSITION, OVERLAP EDGES OF EXCAVATION BY 6-INCHES MINIMUM, BE SECURED INPLACE TO PREVENT MOVEMENT,ROCKING AND BOUNCE, AND HAVE A NON-SKID SURFACE. CONTRACTOR SHALL INSPECT AND ADJUST INSTALLED PLATES DAILY. 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:20 AM 5 1" = 10'-0"
G005BLUEPRINT FOR A CLEAN BAY
1/27/2025

DEMPSEY RD

YOSEMITE DR

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

DEMPSEY RD

EDSEL DR

SHIRLEY DR

DRIVEWAY

SELWYN DR

DEMPSEY RD

DEMPSEY RD

SELWYN DR

ARROYODE LOSCOCHES

DEMPSEY RD

DEMPSEY RD

N PARK VICTORIA
DR

S PARK VICTORIA
DR

S PARK VICTORIA
DR

E CALAVERAS BLVD

S PARK VICTORIA
DR
25 1

BOXCULVERT

DEMPSEY RD

DEMPSEY RD

DEMPSEY WAY

YOSEMITE DR
24 (E) 12" WORK PERFORMEDPRIOR TO WATERLINEREPLACEMENT PHASE OFPROJECT. SEE WATERVALVE REPLACEMENT PROJECT.

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110MF/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-General.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:21 AM 6 1" = 10'-0"
G006KEY MAP
C108
N

KEY MAPNTS
C107
C106
C105
C104
C103
C102
C101 C202
C201
C301
C110
C109

DEMPSEY RD

S PARK VICTORIA DR

E CALAVERAS BLVD

YOSEMITE DR
680
237

SINCLAIR PKWY

TIE-IN INFORMATION
NORMAL WORKING HOURS: THE CONTRACTOR SHALL PERFORM WORK FROM MONDAY THROUGHFRIDAY, 7 AM TO 7 PM, EXCEPT DURING THE WATER SHUT-OFF THAT COULD IMPACT THEBUSINESSES, IN WHICH THE CONTRACTOR MAY WORK OUTSIDE BUSINESS HOURS. THECONTRACTOR MUST NOTIFY CITY' STAFF A MINIMUM OF 72 HOURS IN ADVANCE FOR ANY PLANNEDWORK OUTSIDE OF NORMAL WORKING HOURS.

WATER SHUT OFF HOURS OUTSIDE OF BUSINESS HOURS ARE BETWEEN 11PM AND 7AM.

DEWATERING DURING THE EXCAVATION FOR THE WORK SHALL BE ANTICIPATED. SEE PROJECTSPECIFICATION, SPECIAL CONDITION FOR ADDITIONAL INFORMATION.

MICROTUNNELING WORK UNDER THE CREEK SHALL BE PERFORMED BETWEEN APRIL 15 ANDOCTOBER 15.

OPEN CUT PIPELINE WORK SHALL BE SCHEDULED IN COORDINATION WITH THE CITY SUCH THATTRAFFIC AND CONSTRUCTION IMPACTS TO RESIDENTS ARE MINIMIZED, AND CONSTRUCTIONPROCEEDS IN A LINEAR MANNER TO AND FROM THE MICROTUNNELING PORTION OF THE PROJECTOUT TO THE PIPELINE CONNECTION TIE-INS.

CONTRACTOR SHALL POTHOLE AT ALL CROSSING BETWEEN NEW WATER LINE AND EXISTINGUTILITIES PRIOR TO START OF CONSTRUCTION. IF THE CONTRACTOR CHOOSE NOT TO POTHOLE INADVANCE, IT IS THE CONTRACTOR SOLE RESPONSIBILITY FOR ANY INCURRED CHANGES ORADDITIONAL COST DUE TO THE MODIFICATION OF THE WATER MAIN ALIGNMENT TO AVOIDCONFLICT. 1/27/2025

D
TS
TS
TS
TS

CP TEST
PG&E
PG&E

TRAFFIC LOOPLOOPLOOPTRAFFIC LOOP

TRAFFIC LOOP
E 6160000

DEMPSEY RD
710 700
690 680 660
N
N
SSMHAB_2-248
D
MW MW
MW MW
10" SS
12" SS
12" SD
42" SD
18" SD
42" SD
S
33" SD
12" WA
24" WA
12" WA
12" WA
MW
MW

DEMPSEY RD

YOSEMITE DR
N: 1980273.9895E: 6160086.1618
500+00
500+85
SSMHAB_2-248
100+35 101+00 102+00
103+00
N12° 17' 02"W218.63'
N23° 37' 52"W132.98'N23° 37' 52"W132.98'
500+00
500+85
STA:102+4912" SDCVR: 8.9'
STA:103+29.14" GCVR: 7.0'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 100+35 TO 103+47
50 60
70 80
50 60
70 80
100+35 101+00 102+00 103+00 103+47
EG
12" MIN CLR, TYP.

STA: 102+8724" BFV
STA: 102+7712" GV
STA: 103+2324" BFV
STA: 100+48STD 722 SERV TAPSTA: 100+59STD 722 SERV TAP
STA: 100+7312" x 6" TEE
STA: 101+70STD 722 SERV TAP
STA: 101+81STD 722 SERV TAP
STA: 103+3412" GV
STA: 102+8424"x12" TEE
STA: 102+9024"x12" TEE
STA: 103+2724" x 24" TEE
STA:102+821" CARV
STA: 100+3612" 45° ELLCVR: 4.0'
STA: 102+5412" 11.25° ELLCVR: 4.3'
STA:102+8124"X12" REDUCERCVR: 4.6'
STA:103+3124"X12" REDUCERCVR: 4.8'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA 100+35 TO 103+47SCALE: 1" = 20'-0"
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:25 AM 7 1" = 20'-0"
C101PLAN & PROFILE - STA: 100+00 TO 103+47
MATCH LINE STA: 103+47 - SEE C102
1 15
5 13 17
1818
22 22 222225
DEMPSEY TIE-INPER DET A/C401
YOSEMITE DUAL12" TIE-INPER DET B/C401
FOR YOSEMITEDESIGN SEE C201
1 4 3 4
PH24"W_4"G
5 1731
21 17
11 FOR YOSEMITEDESIGN SEE C201
14 STA: 102+8124"X12"REDUCER
STA: 103+3124"X12"REDUCER
18 YOSEMITE TIE-IN SEE4/C602 DETAIL
TIE-IN SEE 3/C602DETAIL

CONTRACTOR TO FIELDVERIFY AND COORDINATEWITH CITY TO DETERMINETHE EXACT POINT OFCONNECTION 1/27/2025

D
TS
TS
TS
TS
TS

PAC BELL

CP TEST
PG&E
WV

CP TEST
WV
FH
D
S
B

TS TS STS
B-95" AC PATCHELEV.=65.19
EB-86" SLURRYELEV.=56.47DEMPSEY RD
25 555
N
SS
D
21" SS
SSMHAB_2-248AB_2-371
S 21" SS
42" SD
18" SS
12" SD
6" WA
12" WA
12" WA
6" WA
4" G
MW

3.36'

4.73'

14.65'

6.92'
104+00
105+00
106+00
107+00
108+00
N20° 37' 30"W1.43'L=34.971
Δ=3.3395
R=600.000 N23° 57' 52"W277.77'N31° 52' 30"W316.59'
STA:108+188" WCVR: 4.1'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 103+47 TO 108+25
40 50
60 70
80 40
50 60
70 80
103+47 104+00 105+00 106+00 107+00 108+00108+25
EG
12" MIN CLR, TYP.

STA:107+2512" WCVR: 4.2'
(E) 12" W
STA:103+6312" WCVR: 4.2'
STA: 105+0012"x6" TEE
STA: 103+8712" 11.25° ELLCVR: 6.0'
STA: 107+0312" 11.25° ELLCVR: 5.7'
STA: 108+1512" x 6" TEECVR: 6.2'
STA:105+036" WCVR: 4.1'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 103+47 TO 108+25SCALE: 1" = 20'-0"
MATCH LINE STA: 103+47 - SEE C101
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 8:07 AM 8 1" = 20'-0"
C102PLAN & PROFILE - STA: 103+47.24 TO 108+25
MATCH LINE STA: 108+25 - SEE C103
1 1
15 25 21
21 1
3 3
15 1/27/2025

WV

CP TESTWV
WV
WV
WM
FH
S
S
S
TS
S

53.08WALL53.07WALL42.55CONC. BASE49.31SOFFIT49.38SOFFIT42.33CONC. BASE B-85" AC PATCHELEV.=53.69
B-75" AC PATCHELEV.=52.63

DEMPSEY RD
555 424
450
N
S
S
SS
SS
21" SS
6" SS
21" SS
21" SS
42" SD
12" WA
12" WA 12" WA
6" WA
1/4" G
4" G
12" WA
4" G

7.25'11.13'109+00
110+00
111+00
112+00
113+00N23° 57' 52"W277.77'
N13° 43' 11"W39.17' N14° 26' 25"W1064.19'
N12° 43' 11"W69.90'
STA:109+58.5210'X5' BOX CULVERTCVR: 3.4'
STA:112+708" WCVR: 4.0'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 108+25 TO 113+25
30 40
50 60
70 30
40 50
60 70
108+25 109+00 110+00 111+00 112+00 113+00113+25

DEMPSEY ROAD CULVERT
EG
STA: 109+7312" GV
STA: 112+5512" GV
STA: 112+4012X6 TEE
3" CLR12"MINCLR
STA:109+481" COMBINE BO AND ARV
STA: 112+5812 x12 TEE
STA: 112+7212"x6" TEE
STA: 109+4012" 22.5° ELLCVR: 5.4'STA: 109+4612" 22.5° ELLCVR: 2.4' STA: 109+6712" 45° ELLCVR: 1.7'
STA: 109+6912" 45° ELLCVR: 3.8'
STA: 110+1812" 11.25° ELLCVR: 4.1'
STA: 109+3612" GV

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 108+25 TO 113+25SCALE: 1" = 20'-0"
MATCH LINE STA: 108+25 - SEE C102
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:27 AM 9 1" = 20'-0"
C103PLAN & PROFILE - STA: 108+25 TO 113+25
MATCH LINE STA: 113+25 - SEE C104
11 15
25 6
18 26
PIEDMONT CREEKCROSSING PERDET C/C401
12" TIE-INPER DET A/C402
3-4 FT OFFSETFROM (E) 12" W
PH_BOX CULVERT
1818
21 21
3 4
1 COMBINATION BLOWOFF AND AIRRELEASE VALVE
1/27/2025

WV
ATT
ATT
ATT
WM
WVWV
WV
FHATT
ATT
S
SS

DEMPSEY RD

DRIVEWAY
408
400 1106
N
S
SS
8" SS
21" SS
21" SS
18" SD
12" SD
6" SS
2" G
8" WA
4" G
12" WA

12.34' 12.59'8.94'

10.81'
114+00 115+00 116+00 117+00N14° 26' 25"W1064.19'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 113+25 TO 117+50
30 40
50 60
70 30
40 50
60 70
113+25 114+00 115+00 116+00 117+00 117+50
STA:116+828" WCVR: 5.3'EG
6" CLR,
STA: 116+8512"X8" TEE
STA: 116+5012 x 6 TEE

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 113+25 TO 117+50SCALE: 1" = 20'-0"
MATCH LINE STA: 113+25 - SEE C103
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:28 AM 10 1" = 20'-0"
C104PLAN & PROFILE - STA: 113+25 TO 117+50
MATCH LINE STA: 117+50 - SEE C105
25 271 1
43 21
1 2
23 20
1/27/2025

ATT
ATT
ATT

WV WV WM

PACBELL
FH WV
S
D
WM
WM
B

PAC BELL
949.12
STOP

DEMPSEY RD

EDSEL DR
1106 346 334 322 310
275
N
2" LATERALAB_2-136
S
18" SDD
21" SS21" SS
18" SD
2" LATERALAB_2-136
6" SS
12" SD
12" SD
6" SS
6" SS 6" SS
4" G
1/2" G
12" WA12" WA
10" WA
4" G
3" G
3/4" G 1-1/2" WA
1" G
1/2" G 8.56'

13.56'
118+00 119+00 120+00 121+00 122+00N14° 26' 25"W1064.19' STA:118+6010" WCVR: 4.0'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 117+50 TO 122+00
30 40
50 60
70 30
40 50
60 70
117+50 118+00 119+00 120+00 121+00 122+00
STA:118+9612" SDCVR: 4.0'
STA:119+131/2" GCVR: 4.5'
STA:119+906" SSCVR: 4.2'
STA:120+556" WCVR: 4.2'
EG
12" MIN CLR, TYP.
12" MIN CLR, TYP.

STA: 119+262" SERVICE TAP
STA: 118+8412"X4" TEE
STA: 120+56STD 722 SERV TAP
STA: 120+53STD 722 SERV TAP
STA: 118+6712" GV
STA: 118+6412x10 TEE
STA: 118+6112" GV
STA: 118+3612" 11.25° ELLCVR: 4.6'STA: 118+5312" 11.25° ELLCVR: 7.8'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 117+50 TO 122+00SCALE: 1" = 20'-0"
MATCH LINE STA: 117+50 - SEE C104
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:29 AM 11 1" = 20'-0"
C105PLAN & PROFILE - STA: 117+50 TO 122+00
MATCH LINE STA: 122+00 - SEE C106
10 1 118 19
1 18
36 22 2222
34 EDSEL DR TIE-INPER DET B/C402
4 1
1 2
34 30
25 21
1 19
30 4
1/27/2025

INSTALL CASE C CURB

RAMP PER CALTRANS
STANDARD PLAN A88A

WV
WM
SL

CO WM WV
S D
FH WV
S
D
S
S

STOPSTOP

SHIRLEY DR

SELWYN DR

DEMPSEY RD
207/209/211/215/217/221/225
179/181/183/185/187
1101
179/181/183/185/187
262
259
N
18" SD
12" SS
2" LATERALAB_135-2752" LATERALAB_2-136
SSS21" SS
18" SD
18" SD
DD
S 21" SS
18" SD
6" SS
6" SS
18" SD
12" SD
6" SS
12" SD
12" SD 12" SD
6" SS
6" WA
4" G
2" G
3/4" G
4" G
12" WA12" WA12" WA
3/4" G
2" G
6" WA
4" G
21" SS 21" SD
21" SS
12" SS

12.63'15.89'122+00
123+00 124+00 125+00 126+00 127+00
N3° 12' 28"W

28.28' N14° 27' 28"W625.04'
12" MIN CLR, TYP.

STA:123+0613" SDCVR: 4.0'
STA:122+626" SSCVR: 4.1'
STA:123+143/4" GCVR: 4.1'
STA:125+096" SSCVR: 4.0'
STA:125+3512" SDCVR: 4.1'
STA:125+506" WCVR: 4.1'
STA:126+573/4" GCVR: 4.3'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 122+00 TO 127+00
30 40
50 60
70 30
40 50
60 70
122+00 123+00 124+00 125+00 126+00 127+00
12" MIN CLR, TYP.
12" MIN CLR, TYP.

STA: 123+012" SERVICE TAP
STA: 125+212" SERVICE TAP
STA: 125+4412" GV
STA: 125+4912" GV
STA: 125+4712"X6" TEE
STA: 122+156" W
STA: 122+1512" 12" GV
STA: 122+1812 x 6 TEESTA: 122+2012" GVSTA: 122+2112" 11.25° ELLCVR: 6.0' STA: 122+4912" 11.25° ELLCVR: 6.1'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 122+00 TO 127+00SCALE: 1" = 20'-0"
MATCH LINE STA: 122+00 - SEE C105
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:30 AM 12 1" = 10'-0"
C106PLAN & PROFILE - STA: 122+00 TO 127+00
MATCH LINE STA: 127+00 - SEE C107
1 11
16 18
35 4
22 22 21
SELWYN DR TIE-INPER DET A/C403
15 15
1 4
18 4
16 18
21 28
SHIRLEY DRTIE-IN PERDET C/C402
1 35
35 25
21 4 2
21 REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER

REMOVE AND REPLACE

DRIVEWAY AND CURB

AND GUTTER
1/27/2025

STA:127+52
6" SSCVR: 4.1'
STA:128+344" GCVR: 4.2'
STA:128+626" WCVR: 4.2'
STA:128+964" GCVR: 4.8'STA:129+0412" SDCVR: 4.3'STA:129+1221" SSCVR: 4.5'STA:129+1712" SSCVR: 4.3' STA:130+03ELECVR: 1.0'STA:130+09COMCVR: 1.0'
STA:130+968"X6" SD BOX CULVERTCVR: 3.0'
STA:131+221-1/4" GCVR: 7.4'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 127+00 TO 131+50
20 30
40 50
60 20
30 40
50 60
127+00 128+00 129+00 130+00 131+00 131+50
EG
12" MIN CLR, TYP.

TRENCHLESS SEGMENT(MICROTUNNEL)
STA: 130+42STD 722 SERV TAP

5.01'

60.00'MIRCROTUNNEL24" STEEL CASING
12" W L=70.00'

ENTRYPIT

EXIT PIT
STA:130+6624" STLCASINGCVR: 15.5'
STA:131+4245° VERT ELL& 1" CARVCVR: 3.6'
STA: 128+5712" GV
STA: 128+7412" 45° ELL
STA: 129+9712" GV
STA: 127+202" SERVICE TAP
STA: 128+5912x6 TEESTA: 128+6212" GV
STA: 131+45SERVICE TAP
STA: 130+38SERVICE TAP
STA: 129+2512" 22.5° ELLCVR: 7.5'
STA: 129+3212" 22.5° ELLCVR: 4.7'
STA: 129+3312" 45° ELLCVR: 4.1'
STA: 130+4712" 45° ELL& 1" CARVCVR: 3.8'
STA: 130+5912" 45° ELLCVR: 16.0'
STA: 131+2912" 45° ELLCVR: 16.3'
STA: 131+24STL CASINGCVR: 15.8'SPACERS PERMFRRECOMMENDATIONS,TYP

CASING SPACERS, TYP

SL WV WV
WV WV
WV
WV
D
D
S
S
S

PAC BELL
WMWM
CO SL
IRR

PAC BELLB
PG&E
WM
39" EUC.

D
STOP

46.43SOFFIT46.47SOFFIT

47.63TOP47.72TOP48.46WALK 48.33WALK

41.07CONC. 41.03CONC.

PH #70 PPRWAC PATCH=47.1221" S/S C:72"TOP OF PIPE=41.12 PH #71 PPRWAC PATCH=46.8712" SS C:106"TOP OF PIPE=38.04 B-46" DIA. SLURRYELEV.=47.28
EB-34" DIA. SLURRYELEV.=47.89

DEMPSEY RD

SELWYN DR

ARROYODE LOSCOCHES
180/184/188/192
148
137
123
94/110
N
15" SD
12" SS
21" SS
S S
S
S
D
D
D
12" SD
12" SS
21" SS
21" SD
2" LATERALAB_135-275
2" LATERALAB_XXX
ABANDONEDWATERMAINAB_135-275
6" SS
2" LATERALAB_XXX
6" SS
12" SD
6" SS
21" SD
21" SS
12" SS
12" WA
4" G
12" WA
4" G
6" WA
4" G
1-1/4" G
4" G
4" G
12" WA

BOXCULVERT

11.73'

9.08'
127+00 128+00
129+00
130+00 131+00
N30° 32' 32"E

59.00'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36
1" MINCLEARANCE

PER MFRRECOMMENDATIONS,TYP

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 127+00 TO 131+50SCALE: 1" = 20'-0"
MATCH LINE STA: 127+00 - SEE C106
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 10:59 AM 13 1" = 20'-0"
C107PLAN & PROFILE - STA: 127+00 TO 131+50
MATCH LINE STA: 131+50 - SEE C108
1 1
1 1
14 16
18 21
22 22
22 18'X25' ENTRY/PIT 14'X25' EXITPIT
45° VERT ELL
45° VERT ELL
PH_4"G
1814
12 4
11 11
1 4 44
SELWYN DR TIE-INPER DET B/C403
11 11
1 IRRIGATIONSERVICE TO BEREPLACED ASNEEDED
24" STEEL CASINGSEE SPEC FOR ADDITIONALINFORMATION

CASING SPACERS
12" PVC CARRIERPIPE
A-
SCALE:STEEL CASING SECTIONNO SCALE A-
CASING SPACERSRANGER II,GKO-XL-110 ORAPPROVE EQUAL

REMOVE AND

REPLACE SIDEWALK

AND CURB AND
GUTTER

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER

REMOVE AND REPLACE

DRIVEWAY AND CURB

AND GUTTER

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER

REMOVE AND REPLACE

DRIVEWAY AND CURB

AND GUTTER

REMOVE AND REPLANT
TREE. CONTRACTOR TO USE

CAUTION AROUND

OVERHEAD LINES
1/27/2025

FH
FH
WM

VAULT WITHMETER-PROBABLY
WATER
D
WV
D
S
S
COWV
WV
WV

WVWMWMWM
WM
PG&E
WM

ASVPG&E
WV
S

OUT OF SERVICE
WM
FSP
SBC
FSV
WMWMWM

WATERVAULT/METER
PH #76A PPRWN&S=46.82C:31"
PH #98 PPRWN&S=46.044" GAS C:59"
PH #96 PPRWAC PATCH=46.02POSS S/S
TOP OF PIPE=41.12
PH #97 PPRWN&S=46.1012" S/S C:115"TOP OF PIPE=36.52
TOP OF PIPE=44.24
HIT P. GRAVEL 30"
B-35" DIA. ACELEV.=47.56
PH #101A PPRWN&S=45.962-3" C:41"?TOP OF PIPE=42.54

DEMPSEY RD
74/90
115
60 95
N
12" SS12" SS
15" SD 15" SD
12" SS
21" SS21" SS
12" SD
S
S
D
2" LATERALAB_XXX
2" LATERALAB_XXX
2" LATERALAB_680 off ramp
6" SS
12" SD 12" SD
6" SS
6" SS
8" SS
12" WA
6" WA
6" WA
12" WA
4" G
6" WA
4" G
4" G
3/4" G

11.08' 9.23'

4.33'
132+00 133+00 134+00 135+00
136+00
STA:131+80ELECVR: 1.1'
STA:132+136" WCVR: 4.1'
STA:132+406" SSCVR: 4.1'STA:132+564" GCVR: 4.1'
STA:133+3612" SDCVR: 4.1'
STA:133+746" SSCVR: 4.2'
STA:133+866" SSCVR: 4.0'
STA:134+6612" SDCVR: 4.1'
STA:135+066" WCVR: 4.1'
STA:135+938" SSCVR: 4.0'
STA:135+97COMCVR: 1.1'STA:136+0312" SDCVR: 4.2'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 131+50 TO 136+25
30 40
50 60
70 30
40 50
60 70
131+50 132+00 133+00 134+00 135+00 136+00136+25
EG
12" MIN CLR, TYP.

STA: 132+34STD 722 SERV TAP
STA: 131+9712" GV
STA: 135+5712" GV
STA: 135+884" FSSTA: 135+904" WSSTA: 135+922" IRR
STA: 135+002" SERVICE TAP
STA: 135+803" SERVICE TAP
STA: 132+05SERVICE TAPSTA: 132+08SERVICE TAP
STA: 132+2412"X6" TEE
STA: 135+1712"x6" TEE
STA: 132+1012" 45° ELLCVR: 2.9'STA: 132+1312" 45° ELLCVR: 5.9' STA: 135+8612" 45° ELLCVR: 6.6'
STA: 136+0912" 45° ELLCVR: 6.7'
12" MIN CLR, TYP.
135+04.6612"x6" TEE6" SERVICE CONNECTION

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 131+50 TO 136+25SCALE: 1" = 20'-0"
MATCH LINE STA: 131+50 - SEE C107
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:31 AM 14 1" = 20'-0"
C108PLAN & PROFILE - STA: 131+50 TO 136+25
MATCH LINE STA: 136+25 - SEE C109

DEMPSEY RD
1 1
1 22
25 25
26 22
22 14
22 TEE AND GATE VALVE TO BECONSTRUCTED AS PART OFTHE WATER VALVE PROJECT(PROPOSE) 14'X25' ENTRY/EXIT PIT
14 1818
1 4
4 12"X12"X2" T
21 1 1
1 2122
4 4
4 4" WS W/GV2" IRR
4" FS W/ GV

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER
REMOVE AND REPLANT TREE. CONTRACTOR TO

USE CAUTION AROUND OVERHEAD LINES
1/27/2025

OUT OF SERVICE
FH
COMM.

PAC BELL FH
WVWV
S
STOP
HIT GRAVEL 20"AC PATCH=48.58
PH #105 PPRWAC PATCH=49.20HIT SLURRY 12"
PH #107 PPRWAC PATCH=49.70HIT SLURRY 12"
60 10
95 53/55/59/63/71/91 53/55/59/63/71/91
N
6" SS
S8" SS
18" SD 6" SS
18" SD
8" SS
18" SD
6" SS
8" WA
6" WA

DEMPSEY RD

DEMPSEY WAY

4.33'

11.00'

28.81'
137+00 138+00 139+00 140+00N75° 22' 52"E268.46' N75° 23' 59"E248.51'400+00 STA:139+24.41COMCVR: 2.1'
STA:138+71.246"SSCVR: 4.4'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 136+25 TO 140+75
30 40
50 60
70 30
40 50
60 70
136+25 137+00 138+00 139+00 140+00 140+75
STA:136+796" SSCVR: 4.1'
STA:138+1118" SDCVR: 4.1'
EG
12" MIN CLR, TYP.

STA: 138+8012" GV
STA: 138+7412" GV
STA: 140+1512"x6" TEE
STA: 136+461"X6" TEE
STA: 139+7012" 11.25° ELLCVR: 3.5'
STA: 138+7712" TEECVR: 7.1'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 136+25 TO 140+75SCALE: 1" = 20'-0"
MATCH LINE STA: 136+25- SEE C108
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:32 AM 15 1" = 20-0"
C109PLAN & PROFILE - STA: 136+25 TO 140+75
MATCH LINE STA: 140+75 - SEE C110
SEE DWG C301
1 1
16 1
25 25
3 3
18 1
1821
1 21
1 11

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER
1/27/2025

INSTALL CASE C CURB

RAMP PER CALTRANS
STANDARD PLAN A88A

INSTALL CASE C CURB

RAMP PER CALTRANS
STANDARD PLAN A88A

SL
WVWMWM
WM

WATERBOXFSP
CONC. PADWITH PG&EHIGH VOLTAGE BOX
SL
WM
WM
SL
HB
HB
WV
WV
SV
STOPPH #109 PPRWN&S=55.011" GAS C:37"TOP OF PIPE=51.93
PH #110A PPRWN&S=55.606" WATER C:67"TOP OF PIPE=50.02
PH #111 PPRWN&S=56.762" GAS C:40"TOP OF PIPE=53.43
PH #112 PPRWAC PATCH=57.25HIT SLURRY 55"
PH #112AN&S=57.28
EB-44" DIA. SLURRYELEV.=55.62
EB-45" DIA. SLURRYELEV.=55.60

DEMPSEY RD

S PARK VICTORIA
DR53/55/59/63/71/91
31/33
76 2
N
8" WA
6" WA
4" WA
8" WA
8" WA
2" G
2" G

3.60'
143+03
141+00 142+00 143+00N86° 38' 55"E

36.04' N75° 10' 26"E141.87'
0+00
0+58
STA: 141+2612" 11.25° ELLCVR: 6.2'
STA: 141+6212" 11.25° ELLCVR: 6.8'
STA:141+83.2824" SDCVR: 3.3'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 140+75 TO 143+20
30 40
50 60
70 30
40 50
60 70
140+75141+00 142+00 143+00143+20
STA:141+73.731" GCVR: 4.2'
STA:141+95.686" WCVR: 4.4'
EG
12" MIN CLR, TYP.

STA: 142+9512"X8" REDUCERSTA: 142+988" GV
STA: 143+038" TEE
STA:143+00.686" WCVR: 4.0'
STA: 141+404" FS
STA: 141+9812"X6" TEE
141+35.971" IRR141+37.732" WS

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 140+75 TO 143+07SCALE: 1" = 20'-0"
MATCH LINE STA: 140+75 - SEE C109
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:33 AM 16 1" = 20'-0"
C110PLAN & PROFILE - STA: 140+75 TO 143+07
1 16
8 1 PARKVICTORIATIE-IN PERDETAIL C/C403
15 15
21 CONNECT TO EXISTINGCONTRACTOR TOVERIFY CONNECTION
32 11
20 STA: 142+9512"X8"REDUCER
1 1
3 TIE-IN TOEXISTING W PERDETAIL 2/C602
TIE-IN TOEXISTING WPER DETAIL2/C602
1 2" WS
1" IRR
4" FS W/ GV

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER

REMOVE AND REPLACE

SIDEWALK AND CURB

AND GUTTER
1/27/2025

D
TS TS
TS TS

PAC BELL

CP TEST
PG&E
PG&E

TRAFFIC LOOP
LOOP
LOOP

TRAFFIC LOOP

TRAFFIC LOOP
E 6160000

YOSEMITE DR
660 1203 1207
N
SSMHAB_2-248
SDMHAB_2-248D D
12" SS
12" SD
18" SS
18" SS
12" SD
18" SD
42" SD
S
S
MW
MW
MW
U
33" SD
18" SD33" SD
12" WA
12" WA
24" WA
12" WA
4" G
12" WA
MW

DEMPSEY RD

YOSEMITE DR

6.00'
500+00
500+85
SSMHAB_2-248
200+00
201+00
202+00
203+00
102+00
103+00
N23° 37' 52"W132.98'N23° 37' 52"W132.98'
N23° 37' 52"W132.98'
300+00
301+00
302+00
303+00
N66° 22' 08"E411.80'
N66° 22' 08"E411.80'
500+00
500+85

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 200+00 TO 203+50
46 50
60 70
46 50
60 70
EG
12"MINCLR,TYP.
12" MIN CLR, TYP.

4.5' MIN COVER(TRANSMISSION MAIN)

3.5' MIN COVER(SERVICE MAIN)
200+00 201+00 202+00 203+00 203+50
STA: 300+0024"X12 TEE
STA: 302+2712" x 6" TEE
STA: 301+003" SERVICE TAP
STA: 301+57STD 722 SERV TAP
STA: 302+18STD 722 SERV TAP
STA: 300+0312" GVSTA: 300+0612" 45° ELLCVR: 4.9'
STA: 300+0812" 45° ELLCVR: 7.1
STA:200+1212" WCVR: 4.8'
STA:200+31UNKN COMCVR: 2.5'
STA:200+2642" SDCVR: 15.7'
STA:203+3612" SDCVR: 5.5'
STA: 200+0024"X12" TEESTA: 200+0312" GV
STA: 303+3012" 45° ELLCRV: 8.0'
STA: 200+0912" 45° ELLCVR: 8.0'
STA: 200+0612" 45° ELLCVR: 5.1'
303+25.6112" 45° ELLCRV: 3.3'
STA: 203+2712" 45° ELL& 1" CARVCVR: 4.3'
STA: 203+3112" 45° ELLCVR: 8.1'
STA: 300+5812"X6" TEE
STA: 300+64SERVICE TAP
STA: 202+80GBCVR: 4.5'
STA: 202+80GBCVR: 3.4'
STA: 203+33BO VALVE
STA: 203+32BO VALVE

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36
STA: 500+3424" 22.5° VERT ELLCVR: 6.7'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 500+00 TO 500+85
46 50
60 70
46 50
60 70
500+00500+85
STA: 500+0024" x 24" TEE
STA: 500+0424" BFV
STA:500+4712" SDCVR: 4.7'
6" MIN CLR

6.00'CONCENCASEMENT
STA: 500+6024" 22.5° VERT ELLCVR: 7.2'
STA: 500+62<TEXT>CVR: 6.3'
STA: 500+3024" 22.5° VERT ELLCVR: 4.6'

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA 200+00 TO 203+50SCALE: 1" = 20'-0"
MATCH LINE STA: 203+50 - SEE 202
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:34 AM 17 1" = 20'-0"
C201PLAN & PROFILE - STA 200+00 TO 203+50
SEE DWG C101
5 1
25 2222
22 33
24 31
1 1
1 YOSEMITE DUAL12" TIE-INPER DET B/C401
TIE-IN SEE 4/C602DETAIL
11SEE GENERALNOTE 6
4 44
21 CONTRACTOR TO FIELDVERIFY AND COORDINATEWITH CITY TO DETERMINETHE EXACT POINT OFCONNECTION 4 RECONNECT TO EXISTINGAIR RELEASE VALVE
1/27/2025

S PARK VICTORIA
DR
1 555
1215 1249 1257 1265 1273
1263
555
1286 570N
DSDMHAB_2-248
6" FH LATERALAB_2-248
4" SEWER LATERALAB_2-248
1" WATER SERVICEAB_2-248
12" SS
12" SS
12" SD
12" SD
18" SS
18" SS
12" SS
12" SD
MW
S
S
10" WA
4" G
4" G 12" WA
12" WA
10" WA
36" SD
36" SD
12" SD
15" SD
6" WA
12" WA

4.11'

4.24'

6.00'
204+00 205+00 206+00
207+00
207+40
304+00 305+00 306+00
307+00
307+39
L=246.205Δ=11.7554
R=1200.000
L=244.974Δ=11.7554
R=1194.000
N54° 37' 32"E82.34'
N66° 22' 08"E411.80'
N66° 22' 08"E411.80'
N54° 37' 32"E82.37'
0+00
0+99

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 203+50 TO 207+40
46 50
60 70
46 50
60 70
203+50 204+00 205+00 206+00 207+00 207+40.34
STA: 304+8212" x 6" TEE
STA: 305+2112" x 6" TEE
STA: 306+5712" 11.25° ELLCVR: 3.5'
STA: 304+04STD 722 SERV TAP
STA: 307+3712" GV
STA: 304+1712" 45° ELLCVR: 3.5'
STA: 304+1412" 45° ELLCVR: 6.7'
STA:203+616" SSCVR: 9.7'
STA:204+1012" SDCVR: 4.7'
STA:205+724" GCVR: 2.7'
STA:207+3810" WCVR: 9.4'
EG

4.5' MIN COVER(TRANSMISSION MAIN)3.5' MIN COVER(SERVICE MAIN) STA: 207+4012" TEE
12"MINCLR,TYP.

STA: 204+1412" 45° ELLCVR: 7.0'STA: 204+1712" 45° ELL & 1" CARVCVR: 4.5' STA: 206+5812" 11.25° ELLCVR: 5.6'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 203+50 TO 207+40SCALE: 1" = 20'-0"
MATCH LINE STA: 203+50 - SEE C201
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:35 AM 18 1" = 20'-0"
C202PLAN & PROFILE - STA: STA: 203+50 TO 207+40

YOSEMITE DR
1 15
1 18
10 PARK VICTORIA TIE-INPER DETAIL A/C404
16 22
19 19
33 1
33 4
4 21
1 2

CONNECT TO EXISTINGFIRE SERVICE LATERAL
1/27/2025

COMM.

PAC BELL
S STOP
B
CLEAR
KEEP
353535
CLEAR

KEEPSTOP S
HIT GRAVEL 20"AC PATCH=48.58
PH #105 PPRWAC PATCH=49.20HIT SLURRY 12"
PH #107 PPRWAC PATCH=49.70HIT SLURRY 12"
60 53/55/59/63/71/91
N
S6" SS
18" SD
8" SS
18" SD
6" SS

DEMPSEY WAY

11.00'

28.81'

5.5'
138+00139+00
401+30400+00 401+00
(E) 12" WORK PERFORMEDPRIOR TO WATERLINEREPLACEMENT PHASE OFPROJECT. SEE WATERVALVE REPLACEMENTPROJECT.

STA: 400+4012" 22.5° ELLCVR: 4.6'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 20'-0"VERTICAL SCALE: 1" = 5'-0" PROFILE - STA: 400+00 TO 401+71
30 40
50 60
30 40
50 60
EG
12" MIN CLR, TYP.
400+00 401+00 401+71
STA: 400+0212" GV
STA:400+2918" SDCVR: 3.9'
STA: 401+3012" x 6" TEE
STA:400+066" SSCVR: 4.3'
STA: 400+3512" 22.5° ELLCVR: 6.8'
STA: 400+2312" 22.5° ELLCVR: 6.7'
STA: 400+1212" 22.5° ELLCVR: 2.5'& 1" CARV
3" CLRPIPE ENCASEMENTREQUIRED STA: 400+0712"11.25° ELLCVR: 2.5' STA: 400+0312"11.25° ELLCVR: 3.4'

CONSTRUCTION NOTES
CONSTRUCT 12" PVC C-900 WATER MAIN
CONSTRUCT 10" PVC C-900 WATER MAIN
CONSTRUCT 8" PVC C-900 WATER MAIN
CONSTRUCT 6" PVC C-900 WATER MAIN
INSTALL 24"x24"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x12" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 10"x10"x10" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 8"x8"x8" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6"x6"x6" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12"x12"x10" TEE PER CITY STD OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 1" ARV PER CITY STD OF MILPITAS STD NO. 738. SEE DET 1/C505

INSTALL IRRIGATION WATER METER AND CONNECT TO NEW MAIN
INSTALL 24"x24"x24" TEE PER THE CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 12" 45° ELBOW
INSTALL 12" 11.25° ELBOW
INSTALL 12"x12"x6" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 24" BUTTERFLY VALVE
INSTALL 12" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 10" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 8" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 6" GATE VALVE PER CITY OF MILPITAS STD NO. 702. SEE DET 1/C501 INSTALL 2" WATER SERVICE LATERAL AND RECONNECT TO EXISTING METER PER CITY OF MILPITASSTD. NO 722. SEE DET 3/C506 CONSTRUCT 8" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C508 INSTALL BLOWOFF PER CITY OF MILPITAS STD NO. 738. SEE DET 3/C505 CONSTRUCT FIRE HYDRANT SERVICE SIZE 6-INCH PER CITY OF MILPITAS STD NO. 742. SEE DET1/C502 CONSTRUCT 6" SERVICE LATERAL AND CONNECT TO EXISTING BACKFLOW. SEE DETAIL 1/C602 INSTALL 12"x12"x8" TEE PER CITY OF MILPITAS STD NO. 712. SEE DET 3/C502 INSTALL 6" 45° ELBOW

NOT USED
INSTALL 12" 22.5° ELBOW
INSTALL 24" DIP WATER MAIN
CONSTRUCT 4" WATER SERVICE LATERAL PER CITY OF MILPITAS STD. 728. SEE DET 1/C503 CONSTRUCT 12" DIP WATER MAIN
INSTALL 10" 45° ELBOW
INSTALL 8" 45° ELBOW
CONSTRUCT 2" WATER SERVICE LATERAL. CONNECT TO EXISTING; CONTRACTOR TO VERIFYCONNECTION 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 DEMOLITION NOTES

ABANDON EXISTING WATER MAIN

NOT USED
REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT AND RESTORE SIDEWALK, CURB & GUTTER TOCITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK, CURB & GUTTER DETAILS.

RECONNECT TO EXISTING WATER AND ABANDON EXISTING WATER SERVICE LATERAL ANDRESTORE SIDEWALK, CURB & GUTTER TO CITY STANDARDS. REFER TO SHEET C507 FOR SIDEWALK,CURB & GUTTER DETAILS. 1 2
3 4
26 27
28 29
30 31
32 33
34 GENERAL NOTES

1. CONTRACTOR TO PROVIDE DRIVEWAY ACCESS AT ALL TIMES.

2.REFER TO SHEET C504 FOR TRENCH RESTORATION DETAILS.

3.REFER TO SHEET C601 FOR MINIMUM RESTRAINED JOINT LENGTHS.

4.CONTRACTOR SHALL PROVIDE CITY WITH TIE-IN AND CONSTRUCTION SEQUENCING FOR REVIEWAND APPROVAL PRIOR TO STARTING CONSTRUCTION.

5. CONTRACTOR SHALL SAW CUT A MINIMUM OF 12" FROM THE LIP OF GUTTER FOR ALL CONCRETERESTORATION WORK INCLUDING SIDEWALK, DRIVEWAY, CURB AND GUTTER

6.INSTALL AIR RELEASE VALVE AT BACK OF WALK AND VERIFY WITHIN CITY RIGHT-OF-WAY. 35 36

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
PLAN - STA: 400+00 TO 401+37SCALE: 1" = 20'-0"
AW/AP
MF
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:35 AM 19 1" = 20'-0"
C301PLAN & PROFILE - STA: 400+00 TO 401+37

DEMPSEY RD
SEE DWG C109
SEE DWG C109
1 14
1818
1 TIE-IN TO (E) 12" BF .CONTRACTOR TO REMOVETHE TIEBACK, BLOWOFF,AND CONNECT TO BLINDFLANGE AT TEE 14 118
6 11
1/27/2025

DEMPSEY RD
N
0+51
0+00
12" WA
100+35 12" WA
12" WA
42" SD
10" SS

TRAFFIC LOOP

YOSEMITE DR

DEMPSEY RD
N
300+00
200+00
12" SS
18" SD
42" SD
12" WA
103+00
12" WA
12" SS
18" SD
42" SD

CP TEST
S S
TS

53.08WALL53.07WALL42.55CONC. BASE49.31SOFFIT49.38SOFFIT42.33CONC. BASE

DEMPSEY RD
N
0+00
0+49
SS
110+00
4" G
42" SD
21" SS
21" SS
STA: 0+3712" 45° ELLCVR: 3.3'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: -0+10 TO 0+50
52 60
52 60
-0+100+00 0+50
EG
STA: 0+3312" GV
STA:0+02.88ELEV:59.23'
STA: 0+0012" 45° ELL4.0' CVR

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: -0+10 TO 0+50
40 50
40 50
-0+100+00 0+50
EG
STA:0+08.48(N) 12" WCVR: 2.0'
(E) DEMPSEY ROADPIEDMONT CREEKCULVERT CROSSING
(E) CULVERTHEADWALL
STA:0+04<TEXT>CVR: 2.5'
STA:0+23(E) 42" SDCVR: 3.8'
STA:0+30(E) 4" GCVR: 2.7'
(E) 42" SD INTOEXISTING CULVERTWALL (SOUTH SIDE)

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 300+00 TO 300+90
56 60
70 56
60 70
300+00 300+90
EG

6.4' COVER
STA:300+1112" WCVR: 5.0'
STA:300+31COMMCVR: 2.5'
STA:300+2542" SDCVR: 12.1'
STA:300+4612" SSCVR: 11.6'

6.8' COVER
STA: 200+00(2) 24"X12" TEESTA: 300+03(2) 12" GV
12" MINCLEARANCETYP.

5.0' COVER
STA: 300+06(2) 12" 45° ELLCVR: 5.0'STA: 300+0812" 45° ELLCVR: 7.2' STA: 300+0912" 45° ELLTRANSMISSIONCVR: 8.1'
300+57.5512"X6" TEE
300+63.73SERVICE TAP
12" W (PVC)
12" W (DIP)
WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Tie-in-Details C401-C404.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:40 AM 20 AS NOTED
C401TIE-IN DETAILS - 1

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
SCALE:STA: 0+00 TO 0+27 DEMPSEY TIE-IN DETAIL NTS AC101 SCALE:YOSEMITE DUAL 12" TIE-IN DETAILNTS BC101 TIE-IN TO (E) 12"PIPE. SEE DET3/C602
YOSEMITE DUAL 12"TIE-IN. INSTALL (2)24"X24X"12" TEE.SEE SHEET C201FOR CONTINUATION (N) 12" W (PVC)(DISTRIBUTIONMAIN)
12" W (DIP)(TRANSMISSIONMAIN)
(N) 12" W
SCALE:0+00 TO 0+50 PIEDMONT CREEK CROSSING DETAILNTS CC103 (N) 12" W
TIE-IN TO (N) 12"W. SEE SHEETC101 FORCONTINUATION
(N) 12" W. SEESHEET C103 FORCONTINUATION
SHEET C101 FORCONTINUATION
SHEET C201 FORCONTINUATION

PIEDMONT CREEK CROSSINGPROFILE ALIGNMENT
TIE-IN TO EX 12" PIPE.SEE CONNECTIONDET 3/ C602

EXISTING WATERSERVICE LATERAL
24"x12"REDUCER

REMOVEEXISTINGVALVE
INSTALL 12" GV PERCITY OF MILPITAS STDNO. 702. SEE DET 1/C501 (N) ARV

RECONNECT TO EXISTINGAIR RELEASE VALVE
1/27/2025

WV
WV
WM
FH
WV
S
D
STOP

EDSEL DR
N

DEMPSEY RD
0+00
0+96
2" LATERALAB_2-136
S
D
6" SS
12" SD12" SD
10" WA
3" G
1/2" G
119+00
10" WA
3" G
1/2" G 4" G
6" SS
12" SD12" SD
18" SD21" SS
21" SS18" SD
WV
N
0+00 0+12
21" SS
12" WA
12" WA
6" WA
4" G
113+00
12" WA
12" WA
6" WA
4" G
21" SS
WV
FH
WV
B

S STOPSHIRLEY DR
1101

DEMPSEY RD
0+00
0+90
18" SD
S
21" SS18" SD
6" SS
6" SS
12" WA
2" G
6" WA
4" G
122+00
12" WA
2" G
6" WA
4" G
18" SD
21" SS18" SD
6" SS
6" SS

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+12
40 50
40 50
EG
STA:0+0412" WCVR: 4.0'
STA: 0+0312" GV
STA: 0+0012"X12" TEE
STA:0+11.27CONNECT TO (E) 12" WCVR: 3.3'

CONTRACTOR TO PERFORMWATER LATERAL INSTALLATIONAFTER NEW MAIN CONNECTIONIS IN SERVICE AND THEEXISTING WATER MAIN ISPROPERLY ABANDONED

3.5'COVER

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+96
38 40
50 38
40 50
0+00 0+95.55
EG
STA:0+5718" SDCVR: 3.5'
STA:0+204" GCVR: 3.0'
STA:0+60COMMCVR: 2.2'
12" MINCLEARANCETYP.

STA:0+634" CONDUITCVR: 2.4'STA:0+634" CONDUITCVR: 2.1'
STA:0+644" CONDUITCVR: 2.4'
(E) PIPEENCASEMENT
(E) 10" W
(N) 10" W
STA: 0+0012"X10" TEE
(N) 10" W
(N) 10" W
STA: 0+4721" SSCVR: 6.1'
12" MINCLEARANCETYP.

TIE-IN TO EX 10"SEECONNECTIONDETAIL 2/C602
STA: 0+8510"x6" TEECVR: 6.8'
STA: 0+8810" 45° ELLCVR: 6.8'
STA: 0+506" 22.5° ELLCVR: 4.8'STA: 0+546" 22.5° ELLCVR: 6.4' STA: 0+9410" 45° ELLCVR: 6.1'
STA: 0+8710" GV
STA: 0+096" 11.25° ELLCVR: 5.6'

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+90
36 40
50 36
40 50
EG
STA:0+204" GCVR: 2.3'
STA:0+4721" SSCVR: 6.0'
STA:0+5718" SDCVR: 3.4'
STA:0+63COMMCVR: 2.3'
(E) PIPEENCASEMENT
(N) 6" W
(E) 6" W
STA: 0+806"X6" TEE
12" MINCLEARANCETYP.
12" MINCLEARANCETYP.

TIE-IN TO EX 6"SEE CONNECTIONDETAIL 2/C602
STA: 0+496" 22.5° ELLCVR: 4.9'STA: 0+556" 22.5° ELLCVR: 6.3' STA: 0+856" 45° ELLCVR: 6.3'STA: 0+886" 45° ELLCVR: 5.5' STA: 0+106" GV

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Tie-in-Details C401-C404.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:41 AM 21 AS NOTED
C402TIE-IN DETAILS - 2
SCALE:STA: 0+00 TO 0+11 12" TIE-IN DETAILNTS AC103 SCALE:STA: 0+00 TO 64 EDSEL DR TIE-IN DETAILNTS BC105 (N) 12" W
(N) 12" W
(N) 12" W
(N) 10" W
(N) 12" W
CONNECT TO(E) 10" W
SCALE:STA: 0+00 TO 0+73 SHIRLEY DR TIE-IN DETAILNTS CC105 (N) 6" W
(N) 12" W
CONNECT TO(E) 6" W
(N) 12" W
SHEET C103 FORCONTINUATION SHEET C105 FORCONTINUATION
SHEET C105 FORCONTINUATION
SHEET C106 FORCONTINUATION
(N) 1" ARV
(N) FH
(N) FH
1/27/2025

CO
WM
WV
SD
STOP

SELWYN DR
259

DEMPSEY RD
N
0+00
0+15
2" LATERALAB_135-275
SD
6" SS
12" SD
12" SD
12" SD
6" SS
6" WA
4" G12" WA
21" SD
125+00
6" WA
4" G12" WA
6" SS
12" SD
12" SD
12" SD
6" SS
21" SD
21" SS
12" SS
18" SD
12" SS
21" SS
WV
WV
WV
D S
S

STOPSELWYN DR
148

DEMPSEY RD
N
0+00
0+51
S
S
D
12" SD

ABANDONED
12" SD
6" SS
6" WA
4" G
4" G
12" WA
128+00
129+00
6" WA
4" G
4" G
12" WA
12" SD
12" SD
6" SS
21" SD21" SS12" SS
12" SS
21" SS21" SD
WV
STOP
N

DEMPSEY RD
0+00 0+588" WA
143+00143+038" WA
8" WA

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+47
36 40
50 36
40 50
0+00 0+47
EG
STA:0+164" GCVR: 2.5'STA:0+3521" SDCVR: 5.2'STA:0+3921" SSCVR: 6.0'STA:0+4212" SSCVR: 5.9' STA: 0+026" GV
STA: 0+146" 45° ELLCVR: 4.9'
STA: 0+106" 45° ELLCVR: 6.7'
(E) 6" W
TIE-IN TO EX 6"SEE CONNECTIONDETAIL 2/C602
0+00 0+50
EG STA:0+164" GCVR: 10.9'
STA:0+3021" SDCVR: 5.0'
STA:0+3521" SSCVR: 6.7'STA:0+3812" SSCVR: 6.6'
12" MINCLEARANCE
STA: 128+5912x6 TEE
(E) 6" W
(N) 6" W
STA:0+381" ARV

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+50
35 40
50 35
40 50
TIE-IN TO EX 6"SEE CONNECTIONDETAIL 2/C602
STA: 0+186" 22.5° ELLCVR: 7.8'
STA: 0+386" 11.25° ELLCVR: 2.7'
STA: 0+456" 45° ELLCVR: 3.0'STA: 0+506" 45° ELLCVR: 3.1' STA: 0+266" 22.5° ELLCVR: 3.5'
STA: 0+426" GV
(N) 6" W

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: 0+00 TO 0+58
46 50
60 46
50 60
0+00 0+58.08
EG
STA:0+452" GCVR: 3.5'
12" MINCLEARANCE
(E) 8" W
(N) 8" W
STA: 143+038" TEE
STA: 0+148" GV
STA: 0+198" GV
(E) W PIPE SLURRYCOVERED EXTENDUNKNOWN
STA:0+071" ARV
TIE-IN TO EX 8"SEE CONNECTIONDETAIL 2/C602
STA: 0+048" 45° ELLCVR: 3.6'
STA: 0+008" 45° ELLCVR: 4.8'
STA: 0+338" 11.25° ELLCVR: 3.5'STA: 0+428" 11.25° ELLCVR: 4.7' STA: 0+548" 45° ELLCVR: 4.8'STA: 0+588" 45° ELLTIE-IN TO (E) 8" WCVR: 4.9' TIE-IN TO EX 8"SEE CONNECTIONDETAIL 2/C602

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Tie-in-Details C401-C404.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:42 AM 22 AS NOTED
C403TIE-IN DETAILS - 3
SCALE:SRA: 0+00 TO 0+47 SELWYN DR SOUTH TIE-IN DETAILNTS AC106 SCALE:SRA: 0+00 TO 0+50 SELWYN DR NORTH TIE-IN DETAILNTS BC107 SCALE:SRA: 0+00 TO 0+58 PARK VICTORIA TIE-IN DETAILNTS CC110 (N) 6" W
(N) 12" W SEESHEET C106 FORCONTINUATION (N) 6" W
CONNECTTO (E) 6" W
CONNECTTO (E) 6" W
CONNECTTO (E) 8" WCONNECTTO (E) 8" W
(N) 8" W
(N) 12" WSHEET C110 FORCONTINUATION
(N) 12" W
(N) 12" WSHEET C107 FORCONTINUATION
8" WA

S PARK VICTORIA DR
1/27/2025

N

S PARK VICTORIA DR

YOSEMITE DR
0+00 0+99307+39207+40
DSDMHAB_2-248
12" SS12" SS S
10" WA 10" WA
36" SD36" SD
12" SD
10" WA 10" WA
36" SD36" SD
12" SD
12" WA
12" SS12" SS
12" SS

ELEVATION

ELEVATION
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 2'-0" PROFILE - STA: -0+05 TO 1+02
52 60
70 52
60 70
EG
-0+050+00 1+00
STA:0+4618" SSCVR: 11.9'
STA:0+6112" WCVR: 5.0'
STA:0+124" GCVR: 1.8'
STA:0+9910" WCVR: 4.4'
STA:0+0110" WCVR: 7.8'
(E) 10" W
(E) 10" W
(N) 10" W
12" MINCLEARANCETYP
STA:0+921" ARV
STA: 0+6912" GV
STA: 0+7612" GV
STA: 0+5712" GV
STA: 0+6112" TEE
STA: 0+6712" TEE
STA: 0+7812"X10" REDUCER
STA: 0+7312" TEE
STA: 0+5512"X10" REDUCER
TIE-IN TO EX 10"SEE CONNECTIONDETAIL 2/C602
STA: 0+0410" 45° ELLCVR: 2.6'
STA: 0+0010" 45° ELLCVR: 4.9'
STA: 0+9410" 45° ELLCVR: 3.0'STA: 0+9810" 45° ELLCVR: 4.3' TIE-IN TO EX 10"SEE CONNECTIONDETAIL 2/C602

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Tie-in-Details C401-C404.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 11:18 AM 23 AS NOTED
C404TIE-IN DETAILS - 4
SCALE:SRA: 0+00 TO 0+98 S PARK VICTORIA TIE-IN DETAILNTS AVAR CONNECTTO (E) 10" W
(N) 10" 45° ELL(N) 10" W
CONNECTTO (E) 10" W
(N) 10" 45° ELL
(N) 12" W (PVC)(SERVICE MAIN)SHEET C202 FORCONTINUATION 12" W (DIP)(TRANSMISSIONMAIN)
12" SS12" SS
10" WA 10" WA
36" SD36" SD
12" SD
18" SS
1" ARV
(N) 12"x10"REDUCER
(N) 12" GV(N) 12"X12" TEE(N) 12" GV(N) 12"X12" TEE
(N) 12"x10"REDUCER
(N) 12" GV
(N) 12"X12" TEE
1/27/2025

WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:45 AM 24 AS NOTED
C501CIVIL STANDARD DETAILS - 1

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
SCALE:TYPICAL VALVE INSTALLATION (1 OF 3)NTS 1VAR SCALE:TYPICAL VALVE INSTALLATION (2 OF 3)NTS 2VAR SCALE:TYPICAL VALVE INSTALLATION (3 OF 3)NTS 3VAR SCALE:CONCRETE ANCHOR BLOCK WITH CAPPED END ASSEMBLYNTS 4VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:46 AM 25 AS NOTED
C502CIVIL STANDARD DETAILS - 2
SCALE:FIRE HYDRANT ASSEMBLY - TYPE ANTS 1VAR SCALE:FIRE HYDRANT ASSEMBLY - TYPE BNTS 2VAR SCALE:CUT IN TEE (4" OR LARGER PIPE)NTS 3VAR SCALE:TRACE WIRENTS 4VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:48 AM 26 AS NOTED
C503CIVIL STANDARD DETAILS - 3
SCALE:INSTALLATION OF 2 TO 10 INCH COMPUND WM (1 OF 3)NTS 1VAR SCALE:INSTALLATION OF 2 TO 10 INCH COMPUND WM (2 OF 3)NTS 2VAR SCALE:UTILITY CROSSING CASINGNTS 4VARSCALE:INSTALLATION OF 2 TO 10 INCH COMPUND WM (3 OF 3)NTS 3VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:51 AM 27 AS NOTED
C504CIVIL STANDARD DETAILS - 4
SCALE:TRENCH CONSTRUCTION (1 OF 2)NTS 1VAR SCALE:TRENCH CONSTRUCTION (2 OF 2)NTS 2VAR SCALE:POTHOLE BACK FILLING DETAILNTS 3VAR SCALE:PAVEMENT RESTORATIONNTS 4VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:54 AM 28 AS NOTED
C505CIVIL STANDARD DETAILS - 5
SCALE:1" OR 2" AIR & VACUUM RELEASE VALVENTS 1VARSCALE:1" OR 2" AIR & VACUUM RELEASE VALVE ANODE INSTALLATIONNTS 2VAR SCALE:2" BLOW OFF VALVENTS 3VAR SCALE:2" BLOW OFF VALVE ANODE INSTALLATIONNTS 4VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:57 AM 29 AS NOTED
C506CIVIL STANDARD DETAILS - 6
SCALE:COMMERCIAL VALVE ASSEMBLY ENCLOSURENTS 1VAR SCALE:RESIDENTIAL VALVE ASSEMBLY ENCLOSURENTS 2VAR SCALE:3/4" WATER SERVICE SINGLE & SPLIT (1 OF 4)NTS 3VAR SCALE:3/4" WATER SERVICE SINGLE & SPLIT (2 OF 4)NTS 4VAR 1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 5:59 AM 30 AS NOTED
C507CIVIL STANDARD DETAILS - 7
SCALE:3/4" WATER SERVICE SINGLE & SPLIT (3 OF 4)NTS 1VAR SCALE:3/4" WATER SERVICE SINGLE & SPLIT (4 OF 4)NTS 2VAR SCALE:CURB AND GUTTERNTS 3VAR SCALE:COMMERCIAL SIDEWALKNTS 4VAR

SIDEWALK REPLACEMENT SHALLBE FROM JOINT TO JOINT
1/27/2025

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP

DEMPSEY ROAD WATERLINE REPLACEMENT
PROJECT NO. 7118 & 7110
33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110WZ/AP
WZ
CML
File Name: K:\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Std-Details.dwg Plotted By: MARC FERNANDEZ Plot Date: 1/20/2025 6:00 AM 31 AS NOTED
C508CIVIL STANDARD DETAILS - 8
3/4" CLASS II AB @ 90%RELATIVE COMPACTION
3/4" CLASS II AB @ 95%RELATIVE COMPACTION
BELL O.D. (VARIES)
6" to 9"6" to 9"PIPE OD
REFER TO TRENCHCONSTRUCTIONDETAIL STD. DWGNO. 220 FORBEDDING & BACKFILL 6" - FULL WIDTH TRENCHAC RESTORATION(NO T-CUT REQUIRED) REFER TO PAVEMENTRESTORATION DETAIL STD. DWGNO. 222, NOTES 1 THROUGH 3.

SCALE:DEMPSEY RD PAVEMENT RESTORATIONNTS 1VAR
3/4" CLASS II AB @ 90%RELATIVE COMPACTION
3/4" CLASS II AB @ 95%RELATIVE COMPACTION
BELL O.D. (VARIES)
6" to 9"6" to 9"PIPE OD
REFER TO TRENCHCONSTRUCTIONDETAIL STD. DWGNO. 220 FORBEDDING & BACKFILL AC RESTORATION(T-CUT REQUIRED)REFER TO STD. DWG NO.222 FOR PAVEMENTTHICKNESS REFER TO PAVEMENTRESTORATION DETAIL STD. DWGNO. 222, NOTES 1 THROUGH 3.

SCALE:YOSEMITE DR PAVEMENT RESTORATIONNTS 2VAR
3/4" CLASS II AB @ 90%RELATIVE COMPACTION
3/4" CLASS II AB @ 95%RELATIVE COMPACTION
BELL O.D. (VARIES)
6" to 9"6" to 9"PIPE OD
REFER TO TRENCHCONSTRUCTIONDETAIL STD. DWGNO. 220 FORBEDDING & BACKFILL REFER TO PAVEMENTRESTORATION DETAIL STD. DWGNO. 222, NOTES 1 THROUGH 3.

SCALE:S. PARK VICTORIA DR PAVEMENT RESTORATIONNTS 3VAR
AC RESTORATION(T-CUT REQUIRED)REFER TO STD. DWG NO.222 FOR PAVEMENTTHICKNESS 1/27/2025

WZ/AP
WZ
CML
File Name: K:\common\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Details C601.dwg Plotted By: ALEXANDRA WATSON Plot Date: 1/20/2025 11:24 AM 32 AS NOTED
C601CIVIL DETAILS

CALIFORNIA
JANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
SCALE:TYPICAL (N) GATE VALVE INSTALLATIONNTS 1VAR
(N) PVC C900 PIPE
(N) PVC C900 PIPE
(N) FLG GATE VALVE
(N) DIP TEE FLG
(N) FLG GATE VALVE
CONNECT TO DIP WITH DIPFLG X MJ ADAPTER WITHEBBA MEGALUG OR APPROVEEQUAL, TYP. (N) PVC C900

HORIZONTAL BENDS
TEE WITH VALVE ON "RUN"
VERTICAL 45° BENDTEE WITHOUT VALVE ON "RUN"

IN-LINE VALVE

DEAD END

MINIMUM PIPE RESTRAINED JOINT LENGTHS AT EACH FITTING (FEET) SCALE:RESTRAINED JOINT LENGTHS AT FITTINGSNO SCALE 3VAR NOTES
SCALE:TYPICAL (N) BUTTERFLY VALVE INSTALLATIONNTS 2VAR
(N) PVC C900 PIPE
(N) 24" DIP
(N) FLG BFV
(N) DIP TEE FLG
(N) FLG BFV
CONNECT TO DIP WITH DIPFLG X MJ ADAPTER WITHEBBA MEGALUG OR APPROVEEQUAL, TYP. (N) PVC C900
1/27/2025

(N) ELBOWMJ X MJ (RES)(11.25° OR 45°)
(N) PVC PIPE (TYP)
(N) PVC PIPE (TYP)
(N) EBBA MEGALUGSERIES 2500 (TYP. OF 2).REFER TO DET 3/C601FOR RESTRAINED LENGTH (N) UNRESTRAINEDTRANSITION COUPLING
REMOVE (E) WATER4'
(E) AC PIPE
(N) 45° ELB, MJ X MJ
(N) PVC PIPE(TYP)
(N) THRUSTBLOCK
(N) EBBA MEGALUGSERIES 1100 (TYP. OF 2).REFER TO DET 3/C601FOR RESTRAINED LENGTH (N) 45° ELB,MJ X MJ (RES)
(N) PVC PIPE(TYP)
(N) EBBA MEGALUGSERIES 1100
(N) UNRESTRAINEDTRANSITION PIPECOUPLING

REMOVE (E) WATER
(E) ACP
STA: 0+00 (C401) =STA 100+35 (C101)(N) 45° ELB,MJ X MJ (N) PVC PIPE(TYP) (N) EBBA MEGALUGSERIES 2500 (TYP. OF 4).REFER TO DET B/C601FOR RESTRAINED LENGTH STA: 0+37 (C401)(N) 45° ELB,MJ X MJ (RES)
(N) SERVICE SADDLEPER STD. DWG 722.

CONNECT TO EXPIPE
(N) EBBA MEGALUGSERIES 1100 (TYP. OF 2).REFER TO DET 3/C601FOR RESTRAINED LENGTH (N) GATE VALVE
(N) UNRESTRAINEDTRANSITION PIPECOUPLING
(E) 24" DIP
STA: 500+60 (C201)(N) 22.5° ELB,MJ X MJ (RES)

CONNECT TO EXPIPE
(N) EBBA MEGALUGSERIES 1100, TYP
STA: 500+62 (C201)(N) 22.5° ELB,MJ X MJ (RES)
STA: 500+34 (C201)(N) 22.5° ELB,MJ X MJ (RES)
STA: 500+30 (C201)(N) 22.5° ELB,MJ X MJ (RES)
(E) 12" SD TO REMAIN

CONCRETE ENCASEEXIST SD PIPE
(N) 24" DIP
WZ/AP
WZ
CML
File Name: K:\common\Projects\356-City of Milpitas\011-DempseyRoad\04-Design\02_CAD\01_WaterMainProject\356-011-Civil-Details C601.dwg Plotted By: ALEXANDRA WATSON Plot Date: 1/20/2025 11:24 AM 33 AS NOTED
C602CIVIL DETAILSCALIFORNIAJANUARY 26, 1954
OF
Revisions
TY
CI

INCORPORATED
ITAS
LMIP DEMPSEY ROAD WATERLINE REPLACEMENT PROJECT NO. 7118 & 7110 33 2-####
Record Drawings
741 ALLSTON WAYBERKELEY, CA 94710OFFICE: (510)540-7100 www.hydroscience.com 1/15/25
1/15/25
1/15/25
7118 & 7110
SCALE:TYPICAL (N) ELBOW INSTALLATION (11.25° OR 45°)NTS 1VAR SCALE:TYPICAL (N) 45° ELBOW CONNECTION TO EXISTING WATERNTS 2VAR SCALE:DEMPSEY RD TIE-IN DETAIL (STA: 100+35)NTS 3VAR SCALE:TYPICAL (N) 24" PIPE INSTALLATION NTS 4VAR
1/27/2025

City of Milpitas Dempsey Road Waterline Replacement Project No. 7118 January 2025 Technical Specifications Table of Contents 356-011 TOC-1

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS
DIVISION 0 – GENERAL
00 01 05 CERTIFICATION PAGE
DIVISION 1 – GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 22 00 UNIT PRICES
01 32 13 SCHEDULING OF WORK
01 33 00 SUBMITTAL PROCEDURES
01 50 00 TEMPORARY FACILITIES AND CONTROLS
01 51 37 TEMPORARY WATER MAIN
01 55 26 TRAFFIC CONTROL
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 2 – EXISTING CONDITIONS
02 21 13.13 BOUNDARY AND SURVEY MARKERS
02 41 00 DEMOLITION
02 82 33 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS DIVISION 31 – EARTHWORK
31 11 00 CLEARING AND GRUBBING
31 23 00 EXCAVATION AND FILL
31 23 19 DEWATERING
31 41 00 SHORING
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 12 16 ASPHALT PAVING
32 16 00 CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS
DIVISION 33 – UTILITIES
33 05 07.36 MICROTUNNELING
33 05 09.23 ADAPTERS FOR UTILITY PIPING
33 14 00 WATER UTILITY TRANSMISSION AND DISTRIBUTION
DIVISION 40 – PROCESS INTERCONNECTIONS
40 05 61.23 RESILIENT-SEATED GATE VALVES
40 05 64.16 AWWA RESILIENT-SEATED BUTTERFLY VALVES

City of Milpitas Dempsey Road Waterline Replacement Project No. 7118 January 2025 Technical Specifications Table of Contents 356-011 TOC-2
**END OF SECTION**

THIS PAGE INTENTIONALLY LEFT BLANK

Dempsey Road Waterline Replacement January 2025
Replacement Project No. 7118 & 7110 -1- 00 01 05
SECTION 00 01 05

CERTIFICATIONS PAGE
ENGINEER’S CERTIFICATIONS :

These Technical Specifications have been prepared for City of Milpitas, for the following project:

Dempsey Road Waterline Replacement Project No. 7118 & 7110 The documents have been prepared by, or under the direct supervision of the following design Professional Engineer(s), licensed in the State of California:

Curtis M. Lam, P.E.

HydroScience Engineers
741 Allston Way
Berkeley, CA 94710
January 14, 2024

Dempsey Road Waterline Replacement January 2025
Replacement Project No. 7118 & 7110 -2- 00 01 05
* END OF SECTION **

Dempsey Road Waterline Replacement Project January 2025 No. 7118 -1- 01 11 00
SECTION 01 11 00

SUMMARY OF WORK
PART 1 GENERAL

1.1 SUMMARY
A. The work to be done consists of furnishing all labor, materials, equipment, and services for the City of Milpitas Dempsey Road Waterline Replacement Project No. 7118, including all trenching and backfilling; all piping; all paving, retaining walls and at-grade improvements; all structural facilities, all geotechnical work, all site work and grading; and all miscellaneous work as shown on the Contract Drawings, specified or required for a complete, operational installation.

1.2 LOCATION
A. The project is located in the City of Milpitas, California along Dempsey Rd between Calaveras Blvd and just south of Yosemite Dr, and along Yosemite Dr between Dempsey Rd and S Park Victoria Dr.

1.3 CONTRACTOR SCOPE OF WORK:

A. The work to be performed under this contract comprises furnishing all labor, materials, and equipment (unless otherwise excluded under “City Pre-purchases”) required to, but not limited to, perform the following items:

1. Install approximately 6,000 linear feet of replacement 12-inch and 24-inch PVC water main pipeline, including all of the following:
(a) Pipe, angles, couplings, and other appurtenances
(b) Isolation valves and appurtenances
(c) Blowoffs and/or fire hydrants
(d) Combination Air/vacuum release valves
(e) Pipe bedding and backfill

2. Provide water main crossing under Los Coches Creek by Microtunnelling

3. Constructing new tie-ins to existing water lines as shown on plans

4. Constructing new service laterals and connections to existing water meters

5. Constructing new fire service laterals, fire hydrants, and fire hydrant runs

6. Demolish and remove existing 12-inch water mains, fittings and appurtenances

7. Provide traffic control per traffic control plans and per Caltrans’ requirements

8. Replace curb and gutter, medians, and landscaping as removed for completion of work

Dempsey Road Waterline Replacement Project January 2025 No. 7118 -2- 01 11 00

9. Replacing asphalt paving to Caltrans and City of Milpitas requirements

10. Replacing traffic striping and pavement markings removed for completion of work

1.4 CITY SCOPE OF SERVICES
A. The City will not furnish labor, materials, equipment or services. All required services to construct the proposed potable water pumping and conveyance facilities shall be included in the Contractor’s scope of services and directly reflected in the Contractor’s final bid.

1.5 CITY PRE-PURCHASED EQUIPMENT
A. No pre-purchased materials or equipment will be provided by the City.

1.6 WORK INCLUDED
A. The Contractor shall furnish all labor, superintendence, materials, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services, and other means of construction necessary or proper for performing and completing the work.

B. The Contractor shall obtain and pay for all required permits.

C. Contractor shall perform and complete the work in the manner best calculated to promote rapid construction consistent with safety of life and property, to the satisfaction of the City’s Representative and in strict accordance with the Contract Documents.

D. The Contractor shall clean up the work site and maintain it during and after construction, until accepted, and shall do all of the work and pay all costs incidental thereto.

E. The Contractor shall repair all structures, pavement, and property, in kind, that may be damaged or disturbed during performance of the work.

F. The Contractor shall provide and maintain such modern plant, tools, and equipment as may be necessary to perform in a satisfactory and acceptable manner all the work required by this Contract. Only equipment of established reputation and proven efficiency shall be used. The Contractor shall be solely responsible for the adequacy of his equipment.

1.7 COORDINATION WITH OPERATIONS OF EXISTING FACILITIES A. The Contractor shall coordinate all work with City of Milpitas. Contact Tony Cao, Associate Civil Engineer, 408-586-3321
B. The water system is to remain in service through the project. Interruptions to the service shall be minimized and shall be coordinated with the City.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
** END OF SECTION **

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SECTION 01 22 00

UNIT PRICES
PART 1 GENERAL

1.1 GENERAL
Payment for the various items of the Bid Schedule, as further specified herein, shall include full compensation to be received by the Contractor for furnishing all labor, materials, equipment and services, and do all work for the construction, maintenance, dewatering, testing, and placing in trouble-free operation all items of work being described, including all appurtenances thereto and including the costs of all permits and the cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S.

Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefor shall be included in the prices named in the Bid Schedule for the various items of work.

1.2 BID SCHEDULE UNIT PRICES
BID ITEM NO. 1: MOBILIZATION/DEMOBILIZATION
The contract lump sum price paid for Mobilization/Demobilization shall include full compensation for furnishing all transportation, labor, materials, equipment, and incidentals necessary to prepare the site in accordance with the project plans, the technical specifications, and as directed by the Engineer. Work shall consist of preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; obtaining bonds and insurance; preparation, submission, and re- submission of submittals and record drawings; schedule preparation, public notification, cleaning and site maintenance; survey layout; all construction facilities and temporary controls described in Section 01 50 00, and fees and permits. The bid price for mobilization and demobilization shall not exceed ten percent (10%) of the total bid amount.

BID ITEM NO. 2: STORM WATER POLLUTION PREVENTION PLAN
The contract lump sum price paid for Storm Water Pollution Prevention Plan shall include full compensation for preparation, submission, and re-submission of a Storm Water Pollution Prevention Plan (SWPPP) for approval by the Engineer prior to commencing any field work. The SWPPP shall be prepared in accordance with any requirements set forth in Section 01 50 00.

The lump sum price shall also include full compensation for furnishing of all transportation, labor, materials, tools, equipment, and all incidental work for implementing the SWPPP for the project.

BID ITEM NO. 3: TRAFFIC CONTROL
The contract lump sum price paid for Traffic Control during construction shall include full compensation for furnishing all materials, equipment, labor, permits, and incidentals required to prepare traffic control plans and provide traffic control for worker and public safety as specified in Section 01 55 26 and as shown on the Drawings. Payment for traffic control during construction shall only be made for work where excavations are to be made in traffic areas, as identified on the Drawings. Traffic control that is necessary to protect the work or the public at sites where excavation is not required in traffic areas shall be considered a part of the rest of the work at those sites, and no additional compensation shall be made therefore.

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BID ITEM NO. 4: SHEETING, SHORING AND BRACING
The lump sum price paid for Sheeting, Shoring and Bracing shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to provide sheeting, shoring, bracing and other measures, complete, and as described in Section 31 41 00.

BID ITEM NO. 5: SURVEY MONUMENT PERPETUATION & REPLACEMENT The lump sum price paid for Survey Monument Perpetuation & Replacement shall include full compensation for furnishing of all materials, equipment, labor to replace all disturbed Monuments as part of this work per City requirements, as described in Section 02 21 13.13.

BID ITEM NO. 6: ASBESTOS COMPLIANCE PLAN, HANDLING, AND DISPOSAL The lump sum price paid for the preparation of a detailed job-specific plan of work to comply with regulations as described in Section 02 82 33 – Removal and Disposal of Asbestos Containing Materials. The cost to excavate, remove, transport, and dispose of ACP in accordance with the Asbestos Compliance Plan shall be included in this bid item.

BID ITEM NO. 7: TEMPORARY WATER MAIN BYPASS
Contractor shall provide a temporary water main and prepare a Temporary Bypass Plan in accordance with Section 01 51 37. The line item cost for the temporary water main bypass work shall include all labor, materials, equipment, and all other incidental work to provide water to isolated services during the course of the work
BID ITEM NO. 8: CURB/GUTTER/SIDEWALK RECONSTRUCTION
The lump sum price paid for Curb/Gutter/Sidewalk Reconstruction shall include full compensation for furnishing of all materials, equipment, and labor required to reconstruct existing curbs, gutters, and sidewalks that were removed and/or damaged as part of the pipe installation. Reconstruction of curbs, gutters, and sidewalks shall be completed as specified in City Standard Specifications and Drawings.

BID ITEM NO. 9: 6-INCH PVC C900 WATER PIPELINE – OPEN CUT The contract unit price paid per linear foot for 6-inch PVC Water Pipeline – Open Cut shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to install new pipeline as shown and as specified, including locating and protecting utilities, potholing prior to construction, excavation, new pipe, restraint, thrust blocks, concrete caps, connections to existing pipelines, flushing, disinfection, testing, corrosion protection, tracer wire and warning tape, bedding, backfill, surface & pavement restoration, transport and disposal of materials in accordance with applicable State and Federal regulations, and striping.

BID ITEM NO. 10: 8-INCH PVC C900 WATER PIPELINE – OPEN CUT The contract unit price paid per linear foot for 8-inch PVC Water Pipeline – Open Cut shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to install new pipeline as shown and as specified, including locating and protecting utilities, potholing prior to construction, excavation, new pipe, restraint, thrust blocks, concrete caps, connections to existing pipelines, flushing, disinfection, testing, corrosion protection, tracer wire and warning tape, bedding, backfill, surface & pavement restoration, transport and disposal of materials in accordance with applicable State and Federal regulations, and striping.

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BID ITEM NO. 11: 10-INCH PVC C900 WATER PIPELINE – OPEN CUT The contract unit price paid per linear foot for 10-inch PVC Water Pipeline – Open Cut shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to install new pipeline as shown and as specified, including locating and protecting utilities, potholing prior to construction, excavation, new pipe, restraint, thrust blocks, concrete caps, connections to existing pipelines, flushing, disinfection, testing, corrosion protection, tracer wire and warning tape, bedding, backfill, surface & pavement restoration transport and disposal of materials in accordance with applicable State and Federal regulations, and striping.

BID ITEM NO. 12: 12-INCH PVC C900 WATER PIPELINE – OPEN CUT The contract unit price paid per linear foot for 12-inch PVC Water Pipeline – Open Cut shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to install new pipeline as shown and as specified, including locating and protecting utilities, potholing prior to construction, excavation, new pipe, restraint, thrust blocks, concrete caps, connections to existing pipelines, flushing, disinfection, testing, corrosion protection, tracer wire and warning tape, bedding, backfill, surface & pavement restoration, transport and disposal of materials in accordance with applicable State and Federal regulations, and striping.

BID ITEM NO. 13: 24-INCH PVC C900 WATER PIPELINE – OPEN CUT The contract unit price paid per linear foot for 24-inch PVC Water Pipeline – Open Cut shall include full compensation for furnishing of all materials, equipment, labor and incidentals required to install new pipeline as shown and as specified, including locating and protecting utilities, potholing prior to construction, excavation, new pipe, restraint, thrust blocks, concrete caps, connections to existing pipelines, flushing, disinfection, testing, corrosion protection, tracer wire and warning tape, bedding, backfill, surface & pavement restoration, transport and disposal of materials in accordance with applicable State and Federal regulations, and striping.

BID ITEM NO. 14: 6-INCH GATE VALVE
The contract unit price paid per each for 6-inch Gate Valve & Box shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to install a new valve on the potable water main as shown in the drawings and as specified, including excavation, valve, fittings, restraints, cathodic protection system, riser and valve box, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 15: 8-INCH GATE VALVE
The contract unit price paid per each for 8-inch Gate Valve & Box shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to install a new valve on the potable water main as shown in the drawings and as specified, including excavation, valve, fittings, restraints, cathodic protection system, riser and valve box, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 16: 10-INCH GATE VALVE
The contract unit price paid per each for 10-inch Gate Valve & Box shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to install a new valve on the potable water main as shown in the drawings and as specified, including excavation, valve, fittings, restraints, cathodic protection system, riser and valve box, connection to new pipeline, testing, backfill, surface restoration, and striping.

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BID ITEM NO. 17: 12-INCH GATE VALVE
The contract unit price paid per each for 12-inch Gate Valve & Box shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to install a new valve on the potable water main as shown in the drawings and as specified, including excavation, valve, fittings, restraints, cathodic protection system, riser and valve box, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 18: 24-INCH BUTTERFLY VALVE
The contract unit price paid per each for 24 inch Butterfly Valve shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to install a new valve on the potable water main as shown in the drawings and as specified, including excavation, valve, fittings, restraints, cathodic protection system, riser and valve box, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 19: 12-INCH WATER MAIN MICROTUNNEL CROSSING – LOS COCHES CREEK
The contract unit price paid per linear foot of 12-inch Water Main Microtunnel Crossing – Los Coches Creek shall include full compensation for furnishing all materials, equipment, labor, and incidentals required to construction the 12-inch water main line under Los Coches Creek, including excavation of entry and exit pits, pit backfill, pavement restoration, and installation of casing pipes.

BID ITEM NO. 20: NEW WATER SERVICE LATERAL – 2-INCH AND SMALLER The contract price paid for each New Water Service Lateral (2-inches and smaller) to existing meters shall include full compensation for furnishing all materials, equipment, and labor to install new domestic, commercial, and irrigation lines, including the pipes and service lines, fittings, valves, appurtenances, service saddles, connection to new water mains, connection to existing meters, reconnection of existing backflow preventers, service abandonments at existing potable water pipeline; testing, disinfection, and associated flushing; restoration of pavement sections; and all coordination and planning required with the City’s Representative, City O&M staff, and incidentals. Compensation also includes locating existing utilities; potholing utilities; clearing and grubbing; minor site demolition; trenching; hauling; disposal; pipe materials; corrosion protection; thrust blocks; pipe bedding; backfill and associated compaction and compaction testing; restoration of roadway or parking area subgrade material (AB); concrete curb, gutters and surfaces; restoration of landscaping; and any roadway or parking area surface paving restoration and striping.

BID ITEM NO. 21: NEW 6-INCH FIRE SERVICE LATERAL
The contract unit price paid per each New 6-inch Fire Service Lateral shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install new fire service laterals as shown in the drawings and as specified, including demolition/removal of the existing fire service lateral and isolation valves; connection of the new service lateral to the replacement water main; installation of isolation gate valve; piping and fire service lateral installation; testing and disinfection; and, restoration of pavement sections disturbed during service lateral installation.

BID ITEM NO. 22: NEW FIRE HYDRANT ASSEMBLY

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The contract unit price paid per each New Fire Hydrant Assembly shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install new fire hydrant assemblies as shown in the drawings and as specified, including demolition/removal of the existing fire hydrants and appurtenances; testing and disinfection.

BID ITEM NO. 23: 6" FITTINGS (INCLUDES ELBOW, TEES AND REDUCERS) The contract lump sum price paid for 6" Fittings (Includes elbow, tees and reducers) shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install 6” Fittings as shown in the drawings and as specified, including excavation, valve, cathodic protection system, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 24: 8" FITTINGS (INCLUDES ELBOW, TEES AND REDUCERS) The contract lump sum price paid for 8" Fittings (Includes elbow, tees and reducers) shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install 8” Fittings as shown in the drawings and as specified, including excavation, valve, cathodic protection system, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 25: 10" FITTINGS (INCLUDES ELBOW, TEES AND REDUCERS) The contract lump sum price paid for 10" Fittings (Includes elbow, tees and reducers) shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install 10” Fittings as shown in the drawings and as specified, including excavation, valve, cathodic protection system, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 26: 12" FITTINGS (INCLUDES ELBOW, TEES AND REDUCERS) The contract lump sum price paid for 12" Fittings (Includes elbow, tees and reducers) shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install 12” Fittings as shown in the drawings and as specified, including excavation, valve, cathodic protection system, connection to new pipeline, testing, backfill, surface restoration, and striping.

BID ITEM NO. 27: 24" FITTINGS (INCLUDES ELBOW, TEES AND REDUCERS) The contract lump sum price paid for 24" Fittings (Includes elbow, tees and reducers) shall include full compensation for furnishing all materials, equipment, labor, and incidentals to install 24” Fittings as shown in the drawings and as specified, including excavation, valve, cathodic protection system, connection to new pipeline, testing, backfill, surface restoration, and striping.