Agenda — Industry City Council, April 24, 2025

CITY COUNCIL REGULAR MEETING AGENDA
APRIL 24, 2025

CITY COUNCIL

REGULAR MEETING
AGENDA
APRIL 24, 2025 AT 9:00 AM

MAYOR CORY MOSS

MAYOR PRO TEM MICHAEL GREUBEL

COUNCIL MEMBER STEVE MARCUCCI
COUNCIL MEMBER MARK D. RADECKI

COUNCIL MEMBER NEWELL RUGGLES
LOCATION: City Council Chambers, 15651 Mayor Dave Way, City of Industry, California ADDRESSING THE CITY COUNCIL:

Agenda Items: Members of the public may address the City Council on any matter listed on the Agenda. In order to conduct a timely meeting, there will be a one-minute time limit per person for any matter listed on the Agenda. Anyone wishing to speak to the City Council is asked to complete a Speaker’s Card which can be found at the back of the room and at the podium. The completed card should be submitted to the City Clerk prior to the Agenda item being called and prior to the individual being heard by the City Council.

Public Comments (Non-Agenda Items):Anyone wishing to address the City Council on an item not on the Agenda may do so during the “Public Comments” period. In order to conduct a timely meeting, there will be a one-minute time limit per person for the Public Comments portion of the Agenda. State law prohibits the City Council from taking action on a specific item unless it appears on the posted Agenda. Anyone wishing to speak to the City Council is asked to complete a Speaker’s Card which can be found at the back of the room and at the podium. The completed card should be submitted to the City Clerk prior to the Agenda item being called by the City Clerk and prior to the individual being heard by the City Council.

At the time of publication, no Councilmembers intend to take part in the meeting remotely under the provisions of AB 2449. Should that change between the time of publication and the start of the meeting, a live webcasting of the meeting will be accessible via the link, meeting ID, and meeting passcode listed below. Whenever possible, an announcement will be made at the start of the meeting via the live webcast to confirm whether or not a Councilmember will join remotely. If they will not be joining remotely, then the live webcast will terminate after the announcement. www.microsoft.com/microsoft-teams/join-a-meeting
Meeting ID: 298 577 003 546 5
Meeting Passcode: mv3az9Tw
Or call in (audio only)
+1 657-204-3264,
Phone Conference ID: 684 844 642#
AMERICANS WITH DISABILITIES ACT:

In compliance with the ADA, if you need special assistance to participate in any City meeting (including assisted listening devices), please contact the City Clerk’s Office (626) 333-2211.

Notification of at least 48 hours prior to the meeting will assist staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting.

AGENDAS AND OTHER WRITINGS:

In compliance with SB 343, staff reports and other public records permissible for disclosure related to open session agenda items are available at City Hall, 15625 Mayor Dave Way, City of Industry, California, at the office of the City Clerk during regular business hours, Monday through Thursday 8:00 a.m. to 5:00 p.m., Fridays 8:00 a.m. to 4:00 p.m. Any person with a question concerning any agenda item may call the City Clerk’s Office at (626) 333-2211.

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CITY COUNCIL REGULAR MEETING AGENDA
APRIL 24, 2025

1. Call to Order

2. Flag Salute

3. AB 2449 Vote on Emergency Circumstances (if necessary)

4. Roll Call

5. Presentations-San Gabriel Valley Council of Government 57/60 Freeway Project Update.

6. CONSENT CALENDAR

6.1. Consideration of the Register of Demands for April 24, 2025 RECOMMENDED ACTION: Approve the Register of
Demands and authorize the appropriate City Officials to pay the bills.

6.2. Consideration of Resolution No. CC 2025-12– A RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA,

APPROVING A DONATION TO EAST SAN GABRIEL VALLEY

COALITION FOR THE HOMELESS, IN THE AMOUNT OF TWENTY
THOUSAND DOLLARS ($20,000.00), FOR ITS HOMELESS PROGRAMS RECOMMENDED ACTION: Approve Resolution CC 2025-12

6.3. Consideration of Resolution No. CC 2025-13 – A RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA,

APPROVING A DONATION TO PACIFIC CREST YOUTH ARTS

ORGANIZATION, IN THE AMOUNT OF TEN THOUSAND DOLLARS
($10,000.00), FOR THE PACIFIC CREST OUTREACH PROGRAM
RECOMMENDED ACTION: Approve Resolution CC 2025-13

6.4. Consideration of Award of Contract No. CITY-1528, Annual Pavement Rehabilitation FY 23, to All American Asphalt in an amount not to exceed $6,580,357.50 and adopt Notice of Exemption regarding same RECOMMENDED ACTION: Award the contract to All American
Asphalt, in the amount of $6,580,357.50

6.5. Consideration of authorization to advertise for public bids for Contract No.

CITY-1439, San Jose Reconstruction from 500 feet West of Nogales Street to 500 feet West of Charlie Road, for an estimated cost of $5,397,000.00 (MP 08-09)
RECOMMENDED ACTION: Approve the plans and specifications and authorize the solicitation of the public bids.

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CITY COUNCIL REGULAR MEETING AGENDA
APRIL 24, 2025

6.6. Consideration of Award of Contract No. CITY-1531, Grand Avenue Slope Reconstruction and Pavement Rehabilitation from Baker Parkway to Ferrero Parkway, to Sol Construction, Inc., in an amount not to exceed $1,876,542.00, and adopt a Notice of Exemption regarding same RECOMMENDED ACTION: Award the contract to Sol Construction Inc., in an amount not to exceed $1,876,542.00, and adopt a Notice of Exemption regarding same

6.7. Consideration of a Professional Services Agreement with Stillwater Ecosystem, Watershed & Riverine Sciences, to provide environmental design services, for the Follows Camp Ecological Design and Implementation Project, in an amount not-to-exceed $757,200.00, through February 28, 2027
RECOMMENDED ACTION: Approve the Amendment

6.8. Consideration of a Professional Services Agreement with Mark Thomas & Company, Inc., to provide structural engineering design services, for the Follows Camp Ecological Design and Implementation Project, in an amount of $363,900.00, through February 28, 2027
RECOMMENDED ACTION: Approve the Amendment

6.9. Consideration of Amendment No. 3 to the Professional Services Agreement with Kleinfelder, Inc., for on-call geotechnical engineering services, extending the term through April 30, 2028, revising the rate schedule, and increasing compensation by $400,000.00
RECOMMENDED ACTION: Approve the Amendment

6.10. Consideration of a Public Health Services Contract with the County of Los Angeles for public health services
RECOMMENDED ACTION: Approve the Agreement

7. ACTION ITEMS

7.1. Introduction and Consideration of Ordinance No. 835 AN ORDINANCE OF

THE CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA,
REPEALING ORDINANCE NO. 823 AND APPROVING AN ADJUSTMENT

TO THE MONTHLY COMPENSATION FOR THE MEMBERS OF THE

CITY COUNCIL
RECOMMENDED ACTION: 1) Waive the reading of Ordinance No. 835 and read by title only; and 2) Introduce Ordinance No. 835 an ordinance of the city council of the city of industry, California, repealing ordinance No. 823 and approving an adjustment to the monthly compensation for the members of the City Council

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CITY COUNCIL REGULAR MEETING AGENDA
APRIL 24, 2025

7.2. Consideration of an Agreement with the County of Los Angeles Fire Department for the Tonner Canyon South Vegetation Management Program
RECOMMENDED ACTION: Provide direction to Staff.

8. PUBLIC HEARINGS-NONE

9. CLOSED SESSION

9.1. CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code Section 54956.8

Property: 1 Industry Hills Parkway, City of
Industry, CA, 91744 also known as Assessor Parcel Numbers (portion of) 8247-014-900, (portion of) 8247-013- 908, 8262-001-900, 8262-001-902, (portion of) 8262-011-930, 8262-011- 931, 8262-012-270, 8262-012- 271, 8262-012-272, 8262-012-273, (portion of) 8262-012-274, (portion of) 8262- 012- 275, 8262-012-276,(portion of) 8262- 015-900, (portion of) 8262-015- 901, 8262-015-902, 8262-015-904, (portion of) 8262-015-905, 8263-008- 270, 8263- 008-271, 8263-008-904 and 8263-027- 270
Agency Negotiators: Joshua Nelson, City Manager
James M. Casso, City Attorney
Negotiating Parties: Majestic Industry Hills, LLC, a
Delaware limited liability company
Under Negotiation: Price and terms of payment

9.2. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION Pursuant to Government Code Section 54956.9(d)(1)
Case: City of Industry v. Legacy Point, LLC
Los Angeles County Superior Court Case No. 25STCV03700

9.3. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Significant exposure to litigation; Pursuant to Government Code Section 54956.9(d)(2) Two potential case

9.4. PUBLIC EMPLOYMENT PERFORMANCE EVALUATION
Pursuant to Government Code Section 54957(b)(1)
TITLE: CITY TREASURER

9.5. CONFERENCE WITH LEGAL COUNSEL- EXISTING LITIGATION Pursuant to Government Code Section 54956.9(d)(1)
Case: Cruz v. Radecki, et al
Case No.: Los Angeles Superior Court Case No. 24STCV16690

9.6. CONFERENCE WITH LEGAL COUNSEL – ANTICIPATED LITIGATION Significant exposure to litigation; Pursuant to Government Code Section 54956.9(d)(1) One potential case

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CITY COUNCIL REGULAR MEETING AGENDA
APRIL 24, 2025

10. CITY MANAGER REPORTS

11. AB 1234 REPORTS

12. CITY COUNCIL COMMUNICATIONS

13. PUBLIC COMMENTS

14. Adjournment. The next regular City Council Meeting is May 08, 2025 at 9:00 AM.

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ITEM NO. 6.1

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ITEM NO. 6.2

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MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Sam Pedroza, Asst. City Manager
Yvette Padilla, Management Analyst II
DATE: April 24, 2025
SUBJECT: Consideration of Resolution No. CC 2025-12– A RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA,

APPROVING A DONATION TO EAST SAN GABRIEL VALLEY

COALITION FOR THE HOMELESS, IN THE AMOUNT OF TWENTY
THOUSAND DOLLARS ($20,000.00), FOR ITS HOMELESS PROGRAMS Background:

The East San Gabriel Valley Coalition for the Homeless (“ESGVCH”) is a non-profit 501(c)(3) charitable organization that works to directly aid families and individuals experiencing homelessness in the San Gabriel Valley. ESGVCH has been serving the community since 1994 by hosting vital programs that aid homeless families.

Discussion:

The City has previously supported ESGVCH through donations and was recently contacted again with a request for continued assistance. This proposed $20,000.00 donation will enable ESGVCH to carry on its vital work in the community, including support for families in need and collaboration with the Hacienda-La Puente Unified School District and other nearby districts.

Services provided include motel vouchers, food, hygiene supplies, and case management. A small portion of the funds may be allocated for administrative costs necessary to deliver and sustain these services.

Fiscal Impact:

In the Fiscal Year 2024/25 budget, $371,000.00 was approved for Donations for Community Promotions and Economic Development. No appropriations are required at this time (Account No. 100-621-5602).

Recommendation:

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Staff recommends that the City Council adopt Resolution No. CC 2025-12.

Exhibits:

1. Resolution No. CC 2025-12

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RESOLUTION NO. CC 2025-12

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

INDUSTRY, CALIFORNIA, APPROVING A DONATION TO EAST

SAN GABRIEL VALLEY COALITION FOR THE HOMELESS, IN
THE AMOUNT OF TWENTY THOUSAND DOLLARS ($20,000.00),

FOR ITS HOMELESS PROGRAMS

RECITALS
WHEREAS, the East San Gabriel Valley Coalition for the Homeless (“ESGVCH”) is a non-profit 501(c)(3) charitable organization that works to directly aid families and individuals experiencing homelessness in the San Gabriel Valley; and WHEREAS, ESGVCH has been serving the community since 1994 by hosting vital programs that aid homeless families; and
WHEREAS, ESGVCH contacted the City to request a donation, and this donation of $20,000.00 will allow them to continue to assist the community and families in need; and
WHEREAS, ESGVCH works closely with Hacienda-La Puente Unified School District (“HLPUSD”) and surrounding school districts to provide motel vouchers, food, hygiene items, and case management and a small portion of the donation may be used towards administration to facilitate services and continued case management; and WHEREAS, the City’s donation serves a public purpose in that ESGVCH has been at the forefront of helping to fight homelessness in the San Gabriel Valley with a mission to bring hope and restore dignity to the individuals and families who are experiencing or are vulnerable to experiencing homelessness. The City’s donation will allow ESGVCH to provide valuable services to families in the area, including those with children enrolled in HLPUSD; and
WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF INDUSTRY DOES HEREBY FIND, DETERMINE, AND RESOLVE AS FOLLOWS:

SECTION 1: The City Council finds that all of the facts set forth in the Recitals are true and correct and are incorporated herein by reference.

SECTION 2: The City’s donation serves a public purpose in that ESGVCH has been at the forefront of helping to fight homelessness in the San Gabriel Valley with a mission to bring hope and restore dignity to the individuals and families who are experiencing or are vulnerable to experiencing homelessness. The City’s donation will

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allow ESGVCH to provide valuable services to families in the area, including those with children enrolled in HLPUSD.

SECTION 3: The City Council approves a donation to East San Gabriel Valley Coalition for the Homeless in the amount of Twenty Thousand Dollars ($20,000.00) for its homeless programs.

SECTION 4: The City Manager is hereby authorized and directed to take such other and further action consistent with this Resolution, in order to implement this Resolution on behalf of the City.

SECTION 5: The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.

SECTION 6: That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Industry at a regular meeting held on April 24, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:
______________________________
Cory C. Moss, Mayor
ATTEST:
_________________________________
Julie Gutierrez-Robles, City Clerk

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ITEM NO. 6.3

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CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA,

APPROVING A DONATION TO PACIFIC CREST YOUTH ARTS

ORGANIZATION, IN THE AMOUNT OF TEN THOUSAND DOLLARS
($10,000.00), FOR THE PACIFIC CREST OUTREACH PROGRAM
Background:

Pacific Crest Youth Arts Organization (“Pacific Crest”) was founded in 1993 as a non-profit organization that provides educational and competitive performing arts programs that change the lives of young people in the greater Southern California region. Pacific Crest is one of North America’s most respected performing arts programs and reaches 4,200 students each year.

Discussion:

The City has previously supported Pacific Crest through donations that help students participate in performances across the region. This year’s donation will allow students to attend the Drum Corps at the Rose Bowl event on July 12, 2025, at no cost. It will also support the program’s broader mission of expanding access to music education and inspiring young people throughout the community.

Fiscal Impact:

In the Fiscal Year 2024/25 budget, $371,000.00 was approved for Donations for Community Promotions and Economic Development. No appropriations are required at this time (Account No. 100-621-5602).

Recommendation:

Staff recommends that the City Council adopt Resolution No. CC 2025-13.

Exhibits:

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1. Resolution No. CC 2025-13

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RESOLUTION NO. CC 2025-13

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

INDUSTRY, CALIFORNIA, APPROVING A DONATION TO PACIFIC

CREST YOUTH ARTS ORGANIZATION, IN THE AMOUNT OF TEN
THOUSAND DOLLARS ($10,000.00), FOR PACIFIC CREST

OUTREACH PROGRAM

RECITALS
WHEREAS, Pacific Crest Youth Arts Organization (“Pacific Crest”) was founded in 1993 as a non-profit organization that provides educational and competitive performing arts programs in the greater Southern California region; and WHEREAS, Pacific Crest is one of North America’s most respected performing arts programs and reaches 4,200 students each year; and WHEREAS, Pacific Crest requested a donation in the amount of Ten Thousand Dollars ($10,000.00) to allow all the high school band students in the Hacienda-La Puente Unified School District to attend Drum Corps at the Rose Bowl on July 12, 2025; and WHEREAS, the donation will also support Pacific Crest’s broader mission of expanding access to music education and inspiring young people throughout the community; and
WHEREAS, the City’s donation serves a public purpose by contributing to Pacific Crest, which supports the community by providing art programs that change the lives of young people in the greater Southern California region, and prepare them for leadership in a fast-moving world; and
WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF INDUSTRY HEREBY FINDS, DETERMINES, AND RESOLVES AS FOLLOWS:

SECTION 1: The City Council finds that all of the facts set forth in the Recitals are true and correct and are incorporated herein by reference.

SECTION 2: The City’s donation serves a public purpose by contributing to Pacific Crest, which supports the community by providing art programs that change the lives of young people in the greater Southern California region, and prepare them for leadership in a fast-moving world.

SECTION 3: The City Council hereby approves the donation of Ten Thousand Dollars ($10,000.00) to Pacific Crest Youth Arts Organization.

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SECTION 4: The City Manager is hereby authorized and directed to take such other and further action consistent with this Resolution, in order to implement this Resolution on behalf of the City.

SECTION 6: That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Industry at a regular meeting held on April 24, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:
______________________________
Cory C. Moss, Mayor
ATTEST:
_________________________________
Julie Gutierrez-Robles, City Clerk

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ITEM NO. 6.4

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MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Mathew Hudson, Director of Public Works
James Cramsie, Sr. Director of Engineering
Arlene Lopez, Sr. Project Manager
DATE: April 24, 2025
SUBJECT: Consideration of Award of Contract No. CITY-1528, Annual Pavement Rehabilitation FY 23, to All American Asphalt in an amount not to exceed $6,580,357.50 and adopt Notice of Exemption regarding same Background:

On November 14, 2024, the City Council authorized solicitation of public bids for Annual Pavement Rehabilitation FY 23 project for an estimated cost of $7,501,000.00. This project was bid to procure a contractor to resurface various streets throughout the City and for the reconstruction of Bonelli St. Work consists mainly of cold milling existing asphalt concrete pavement (“AC”) pavement, constructing AC pavement overlay, installation of asphalt rubber aggregate membrane on Gale Avenue, repair of broken curbs, gutters, driveways and sidewalks; upgrading curb ramps to current ADA standards, adjustment of existing utilities to finish grade, and installing pavement markers, markings and striping and repainting red curb throughout
On December 19, 2024, the bid was posted in the City’s PlanetBids™ vendor portal and an email notification was sent to 699 vendors. The bid was viewed by 71 prospective bidders. The appropriate trade journals were notified on December 19, 2024. The bid was advertised on December 24, 2024, and December 31, 2024, in the San Gabriel Valley Tribune. Questions pertaining to the bid were received up until March 21, 2025, at 5:00 p.m. in the City’s PlanetBids™ vendor portal.

Discussion:

The bid process closed on April 3, 2025. Seven (7) bids were received. The review of bids has found that All American Asphalt has submitted the lowest responsive bid and has the relevant experience, qualifications, and licensing necessary to complete this project. Below is a table of all bidders and their prices.

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Bidder Bid Price
Sequel Contractors, Inc. $6,181,140.00
Gentry Brothers, Inc. $6,366,681.00
All American Asphalt $6,580,357.50
Hardy & Harper, Inc. $6,647,000.00
Sully-Miller Contracting Company $6,893,398.60
PALP dba Excel Paving Company $7,288,590.00
Toro Enterprises, Inc. $7,616,858.00
After the review of all bids, the apparent lowest bidder, Sequel Contractors, Inc., did not submit the proper Notary Public Acknowledgements for four of the forms. The second apparent low bidder, Gentry Brothers, Inc., also did not submit the proper Notary Public Acknowledgements for two of the forms. Therefore, the bids for these two (2) bidders are deemed to be nonresponsive.

All American Asphalt is the lowest responsive bidder, and Staff recommends an award in an amount of $6,580,357.50. Additionally, Staff recommends that the City Council authorize the City Manager to approve change orders up to 10 percent of the contract amount.

Staff has determined that this project is subject to review under the California Environmental Quality Act (“CEQA”), however, it falls within the Categorical Exemption, Section 15301 Class 1, minor alteration of existing public facilities. As set forth above, the project involves the resurfacing of Stafford Street, Hudson Avenue, Hacienda Boulevard, Gale Avenue, Castleton Street, Albatross Road, Newquist Place, Canal Place, Louden Lane, and Temple Avenue including, cold milling of existing asphalt concrete (“AC”) pavement, constructing AC pavement overlay, repairing broken curbs, gutter, driveways, and sidewalks, upgrading curb ramps to current ADA standards, adjusting existing utilities to finish grade, pavement markings, striping and red curb throughout. Work also includes the complete reconstruction of existing AC pavement section on Bonelli Street. This Work includes the removal of existing asphalt concrete pavement and aggregate base and replacing with new AC pavement on crushed aggregate base on one layer of geogrid between subgrade and aggregate base. The project does not result in an expansion of the use, as the streets are not being expanded to allow for additional traffic, it’s simply routine maintenance work. Based on the foregoing, Staff is recommending that the City Council adopt a Notice of Exemption for the project.

Fiscal Impact:

The fiscal impact is $6,580,357.50. In the adopted Fiscal Year 2024-2025 Capital Improvement Project budget, $4,000,000.00 is approved for this project (Account No. 120-702-5205, MP 22- 04). This is sufficient budget for the remainder of this fiscal year, and additional funding will be proposed in the next fiscal year budget for this project.

Recommendation:

1. Staff recommends that the City Council consider the results of the Annual Pavement Rehabilitation FY 23 bid and award the bid to All American Asphalt; and

2. Authorize the City Manager to approve change orders up to ten percent of the contract

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amount; and

3. Adopt the Notice to Exemption for this project.

Exhibits:

1. Bid Results

2. Bid Schedule Packet (Page A-12 and Pages C-4R through C-16)

3. Contractor’s State of California and Department of Industrial relations License Detail

4. Notice of Exemption

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City of Industry
Bid Results for Project ANNUAL PAVEMENT REHABILITATION FY 23 (CITY-1528) Issued on 12/19/2024
Bid Due on April 03, 2025 10:00 AM (PDT)
Exported on 04/03/2025
Line Totals (Unit Price * Quantity)
Item Num Description
Unit of
Measure Qty
Sequel
Contractors, Inc. -
Unit Price
Sequel Contractors,
Inc. - Line Total
Gentry Brothers, Inc.
- Unit Price
Gentry Brothers, Inc. -
Line Total
1 MOBILIZATION LS 1 $325,000.00 $325,000.00 $300,000.00 $300,000.00 2 PREPRATION AND IMPLEMENTATION OF STORM WATER POLLUTION PREVENTION PLAN LS 1 $20,000.00 $20,000.00 $50,000.00 $50,000.00 3 TRAFFIC CONTROL LS 1 $615,400.00 $615,400.00 $800,000.00 $800,000.00 4 BONELLI STREET AERIALLY DEPOSITED LEAD TESTING LS 1 $15,000.00 $15,000.00 $15,000.00 $15,000.00 5 HAZARDOUS WASTE DISPOSAL ALLOW 1 $150,000.00 $150,000.00 $150,000.00 $150,000.00 6 REMOVE AC PAVEMENT (BONELLI STREET) SY 10500 $9.00 $94,500.00 $6.00 $63,000.00 7 COLD MILL EXISTING AC PAVEMENT, 2-1/2" SY 84700 $5.00 $423,500.00 $6.00 $508,200.00 8 COLD MILL AC PAVEMENT 2-1/2" DEPTH BELOW LIP OF GUTTER, TAPERING TO 0 INCH DEPTH, DISTANCE PER PLAN FROM EDGE OFF PCC PAVEMENT/GUTTER SY 19575 $3.00 $58,725.00 $6.00 $117,450.00 9 UNCLASSIFIED EXCAVATION (BONELLI STREET) CY 4400 $50.00 $220,000.00 $120.00 $528,000.00 10 CONSTRUCT STREET PAVE-OUT PER CITY OF INDUSTRY STD PLAN NO. 111 SF 2100 $45.00 $94,500.00 $4.00 $8,400.00
11 SAWCUT AND REMOVE EXISTING SIDEWALK INCLUDING AGGREGATE BASE SF 925 $9.00 $8,325.00 $7.00 $6,475.00
12 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE LF 420 $30.00 $12,600.00 $20.00 $8,400.00 13 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE (BONELLI STREET) LF 450 $30.00 $13,500.00 $20.00 $9,000.00 14 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE SF 6000 $13.00 $78,000.00 $7.00 $42,000.00
15 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 6200 $13.00 $80,600.00 $7.00 $43,400.00 16 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE SF 4310 $11.00 $47,410.00 $7.00 $30,170.00
17 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 420 $11.00 $4,620.00 $7.00 $2,940.00

ATTACHMENT A

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Item Num Description
Unit of
Measure Qty
Sequel
Contractors, Inc. -
Unit Price
Sequel Contractors,
Inc. - Line Total
Gentry Brothers, Inc.
- Unit Price
Gentry Brothers, Inc. -
Line Total
18 ASPHALT CONCRETE PAVEMENT TON 19950 $128.00 $2,553,600.00 $103.00 $2,054,850.00 19 CRUSHED AGGREGATE BASE CY 4600 $40.00 $184,000.00 $60.00 $276,000.00 20 FURNISH AND INSTALL 3/8" ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM) SY 51640 $4.50 $232,380.00 $6.00 $309,840.00 21 Tensar InterAX NXP GEOGRID, OR APPROVED EQUAL SY 10500 $9.00 $94,500.00 $11.00 $115,500.00 22 CONSTRUCT CONCRETE PAVEMENT TRANSITION PANEL PER CALTRANS STANDARD PLAN NO. P30. SF 525 $30.00 $15,750.00 $20.00 $10,500.00 23 CONSTRUCT TYPE A2-8 PCC CURB AND GUTTER (W=2') PER CITY OF INDUSTRY STD. PLAN NO. 112 LF 930 $60.00 $55,800.00 $80.00 $74,400.00 24 CONSTRUCT PCC CURB AND GUTTER FOR DRIVEWAYS PER CITY OF INDUSTRY STD. PLAN NO. 114 LF 200 $60.00 $12,000.00 $80.00 $16,000.00 25 CONSTRUCT PEDESTRIAN RAMP, INCLUDING DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN NO. A88A, CASE PER PLAN SF 5100 $18.00 $91,800.00 $40.00 $204,000.00 26 CONSTRUCT PCC DRIVEWAY PER DETAIL B, SHEET 2, INCLUDING ADJACENT CURB AND GUTTER SF 12200 $16.00 $195,200.00 $11.00 $134,200.00 27 CONSTRUCT 4" PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO 115 SF 925 $14.00 $12,950.00 $9.00 $8,325.00
28 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE EA 77 $1,300.00 $100,100.00 $800.00 $61,600.00 29 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED GRADE. EA 74 $600.00 $44,400.00 $125.00 $9,250.00
30 RESTORE TRAFFIC LOOP DETECTORS EA 33 $700.00 $23,100.00 $525.00 $17,325.00 31 REPAINT CURB RED LF 33100 $2.00 $66,200.00 $2.40 $79,440.00 32 REPAINT RED CURB (BONELLI STREET) LF 3200 $2.00 $6,400.00 $2.40 $7,680.00 33 REPAINT YELLOW CURB LF 140 $2.00 $280.00 $2.40 $336.00 34 PAVEMENT MARKERS, MARKINGS AND TRAFFIC STRIPING LS 1 $225,000.00 $225,000.00 $300,000.00 $300,000.00 35 RESTORE DRIVEWAY LOOP DETECTOR EA 1 $6,000.00 $6,000.00 $5,000.00 $5,000.00 Subtotal $6,181,140.00 $6,366,681.00
Total $6,181,140.00 $6,366,681.00

Page 51 of 238 ends

City of Industry
Bid Results for Project ANNUAL PAVEMENT REHABILITATION FY 23 (CITY-1528) Issued on 12/19/2024
Bid Due on April 03, 2025 10:00 AM (PDT)
Exported on 04/03/2025
Line Totals (Unit Price * Quantity)
Item Num Description
Unit of
Measure Qty
1 MOBILIZATION LS 1
2 PREPRATION AND IMPLEMENTATION OF STORM WATER POLLUTION PREVENTION PLAN LS 1
3 TRAFFIC CONTROL LS 1
4 BONELLI STREET AERIALLY DEPOSITED LEAD TESTING LS 1
5 HAZARDOUS WASTE DISPOSAL ALLOW 1
6 REMOVE AC PAVEMENT (BONELLI STREET) SY 10500
7 COLD MILL EXISTING AC PAVEMENT, 2-1/2" SY 84700
8 COLD MILL AC PAVEMENT 2-1/2" DEPTH BELOW LIP OF GUTTER, TAPERING TO 0 INCH DEPTH, DISTANCE PER PLAN FROM EDGE OFF PCC PAVEMENT/GUTTER SY 19575
9 UNCLASSIFIED EXCAVATION (BONELLI STREET) CY 4400
10 CONSTRUCT STREET PAVE-OUT PER CITY OF INDUSTRY STD PLAN NO. 111 SF 2100
11 SAWCUT AND REMOVE EXISTING SIDEWALK INCLUDING AGGREGATE BASE SF 925
12 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE LF 420
13 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE (BONELLI STREET) LF 450
14 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE SF 6000
15 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 6200
16 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE SF 4310
17 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 420
All American
Asphalt - Unit Price
All American Asphalt -
Line Total
Hardy & Harper, Inc -
Unit Price
Hardy & Harper, Inc -
Line Total
$250,000.00 $250,000.00 $147,597.00 $147,597.00
$13,500.00 $13,500.00 $17,750.00 $17,750.00
$265,000.00 $265,000.00 $295,000.00 $295,000.00
$7,800.00 $7,800.00 $70,000.00 $70,000.00
$150,000.00 $150,000.00 $150,000.00 $150,000.00
$19.00 $199,500.00 $7.00 $73,500.00
$6.85 $580,195.00 $5.00 $423,500.00
$4.50 $88,087.50 $6.00 $117,450.00
$135.00 $594,000.00 $120.00 $528,000.00
$32.00 $67,200.00 $36.00 $75,600.00
$11.00 $10,175.00 $8.40 $7,770.00
$32.00 $13,440.00 $50.00 $21,000.00
$32.00 $14,400.00 $48.00 $21,600.00
$12.00 $72,000.00 $16.00 $96,000.00
$12.00 $74,400.00 $16.00 $99,200.00
$10.00 $43,100.00 $9.00 $38,790.00
$10.00 $4,200.00 $8.00 $3,360.00

Page 52 of 238 ends

Item Num Description
Unit of
Measure Qty
18 ASPHALT CONCRETE PAVEMENT TON 19950
19 CRUSHED AGGREGATE BASE CY 4600
20 FURNISH AND INSTALL 3/8" ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM) SY 51640
21 Tensar InterAX NXP GEOGRID, OR APPROVED EQUAL SY 10500 22 CONSTRUCT CONCRETE PAVEMENT TRANSITION PANEL PER CALTRANS STANDARD PLAN NO. P30. SF 525
23 CONSTRUCT TYPE A2-8 PCC CURB AND GUTTER (W=2') PER CITY OF INDUSTRY STD. PLAN NO. 112 LF 930
24 CONSTRUCT PCC CURB AND GUTTER FOR DRIVEWAYS PER CITY OF INDUSTRY STD. PLAN NO. 114 LF 200
25 CONSTRUCT PEDESTRIAN RAMP, INCLUDING DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN NO. A88A, CASE PER PLAN SF 5100 26 CONSTRUCT PCC DRIVEWAY PER DETAIL B, SHEET 2, INCLUDING ADJACENT CURB AND GUTTER SF 12200
27 CONSTRUCT 4" PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO 115 SF 925
28 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE EA 77 29 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED GRADE. EA 74
30 RESTORE TRAFFIC LOOP DETECTORS EA 33
31 REPAINT CURB RED LF 33100
32 REPAINT RED CURB (BONELLI STREET) LF 3200
33 REPAINT YELLOW CURB LF 140
34 PAVEMENT MARKERS, MARKINGS AND TRAFFIC STRIPING LS 1 35 RESTORE DRIVEWAY LOOP DETECTOR EA 1
All American
Asphalt - Unit Price
All American Asphalt -
Line Total
Hardy & Harper, Inc -
Unit Price
Hardy & Harper, Inc -
Line Total
$128.00 $2,553,600.00 $135.00 $2,693,250.00
$50.00 $230,000.00 $75.00 $345,000.00
$5.00 $258,200.00 $5.10 $263,364.00
$12.00 $126,000.00 $11.60 $121,800.00
$50.00 $26,250.00 $47.00 $24,675.00
$70.00 $65,100.00 $115.00 $106,950.00
$70.00 $14,000.00 $112.00 $22,400.00
$35.00 $178,500.00 $18.00 $91,800.00
$25.00 $305,000.00 $34.00 $414,800.00
$16.00 $14,800.00 $19.00 $17,575.00
$1,400.00 $107,800.00 $1,285.00 $98,945.00
$600.00 $44,400.00 $1,286.00 $95,164.00
$495.00 $16,335.00 $500.00 $16,500.00
$2.00 $66,200.00 $1.00 $33,100.00
$2.00 $6,400.00 $1.00 $3,200.00
$2.00 $280.00 $1.00 $140.00
$120,000.00 $120,000.00 $111,720.00 $111,720.00
$495.00 $495.00 $500.00 $500.00
$6,580,357.50 $6,647,000.00
$6,580,357.50 $6,647,000.00

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City of Industry
Bid Results for Project ANNUAL PAVEMENT REHABILITATION FY 23 (CITY-1528) Issued on 12/19/2024
Bid Due on April 03, 2025 10:00 AM (PDT)
Exported on 04/03/2025
Line Totals (Unit Price * Quantity)
Item Num Description
Unit of
Measure Qty
1 MOBILIZATION LS 1
2 PREPRATION AND IMPLEMENTATION OF STORM WATER POLLUTION PREVENTION PLAN LS 1
3 TRAFFIC CONTROL LS 1
4 BONELLI STREET AERIALLY DEPOSITED LEAD TESTING LS 1
5 HAZARDOUS WASTE DISPOSAL ALLOW 1
6 REMOVE AC PAVEMENT (BONELLI STREET) SY 10500
7 COLD MILL EXISTING AC PAVEMENT, 2-1/2" SY 84700
8 COLD MILL AC PAVEMENT 2-1/2" DEPTH BELOW LIP OF GUTTER, TAPERING TO 0 INCH DEPTH, DISTANCE PER PLAN FROM EDGE OFF PCC PAVEMENT/GUTTER SY 19575
9 UNCLASSIFIED EXCAVATION (BONELLI STREET) CY 4400
10 CONSTRUCT STREET PAVE-OUT PER CITY OF INDUSTRY STD PLAN NO. 111 SF 2100
11 SAWCUT AND REMOVE EXISTING SIDEWALK INCLUDING AGGREGATE BASE SF 925
12 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE LF 420
13 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE (BONELLI STREET) LF 450
14 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE SF 6000
15 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 6200
16 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE SF 4310
17 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 420

SULLY-MILLER

CONTRACTING
COMPANY - Unit
Price

SULLY-MILLER

CONTRACTING
COMPANY - Line Total
PALP dba Excel
Paving Company -
Unit Price
PALP dba Excel Paving
Company - Line Total
$334,211.30 $334,211.30 $698,000.00 $698,000.00
$35,000.00 $35,000.00 $25,000.00 $25,000.00
$635,000.00 $635,000.00 $236,000.00 $236,000.00
$20,000.00 $20,000.00 $9,000.00 $9,000.00
$150,000.00 $150,000.00 $150,000.00 $150,000.00
$16.50 $173,250.00 $30.00 $315,000.00
$6.30 $533,610.00 $6.00 $508,200.00
$3.50 $68,512.50 $3.00 $58,725.00
$74.00 $325,600.00 $149.00 $655,600.00
$27.00 $56,700.00 $39.00 $81,900.00
$13.00 $12,025.00 $8.00 $7,400.00
$71.00 $29,820.00 $31.00 $13,020.00
$67.00 $30,150.00 $39.00 $17,550.00
$21.00 $126,000.00 $15.00 $90,000.00
$21.00 $130,200.00 $16.00 $99,200.00
$14.00 $60,340.00 $10.00 $43,100.00
$14.00 $5,880.00 $11.00 $4,620.00

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SULLY-MILLER

CONTRACTING
COMPANY - Unit
Price

SULLY-MILLER

CONTRACTING
COMPANY - Line Total
PALP dba Excel
Paving Company -
Unit Price
PALP dba Excel Paving
Company - Line Total
$125.00 $2,493,750.00 $118.00 $2,354,100.00
$67.00 $308,200.00 $100.00 $460,000.00
$5.00 $258,200.00 $6.00 $309,840.00
$11.00 $115,500.00 $8.00 $84,000.00
$16.00 $8,400.00 $81.00 $42,525.00
$88.00 $81,840.00 $86.00 $79,980.00
$88.00 $17,600.00 $87.00 $17,400.00
$29.00 $147,900.00 $30.00 $153,000.00
$26.00 $317,200.00 $29.00 $353,800.00
$22.00 $20,350.00 $18.00 $16,650.00
$1,550.00 $119,350.00 $1,400.00 $107,800.00
$1,050.00 $77,700.00 $800.00 $59,200.00
$475.00 $15,675.00 $490.00 $16,170.00
$1.92 $63,552.00 $3.00 $99,300.00
$1.92 $6,144.00 $3.00 $9,600.00
$1.92 $268.80 $3.00 $420.00
$114,995.00 $114,995.00 $112,000.00 $112,000.00
$475.00 $475.00 $490.00 $490.00
$6,893,398.60 $7,288,590.00
$6,893,398.60 $7,288,590.00

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City of Industry
Bid Results for Project ANNUAL PAVEMENT REHABILITATION FY 23 (CITY-1528) Issued on 12/19/2024
Bid Due on April 03, 2025 10:00 AM (PDT)
Exported on 04/03/2025
Line Totals (Unit Price * Quantity)
Item Num Description
Unit of
Measure Qty
1 MOBILIZATION LS 1
2 PREPRATION AND IMPLEMENTATION OF STORM WATER POLLUTION PREVENTION PLAN LS 1
3 TRAFFIC CONTROL LS 1
4 BONELLI STREET AERIALLY DEPOSITED LEAD TESTING LS 1
5 HAZARDOUS WASTE DISPOSAL ALLOW 1
6 REMOVE AC PAVEMENT (BONELLI STREET) SY 10500
7 COLD MILL EXISTING AC PAVEMENT, 2-1/2" SY 84700
8 COLD MILL AC PAVEMENT 2-1/2" DEPTH BELOW LIP OF GUTTER, TAPERING TO 0 INCH DEPTH, DISTANCE PER PLAN FROM EDGE OFF PCC PAVEMENT/GUTTER SY 19575
9 UNCLASSIFIED EXCAVATION (BONELLI STREET) CY 4400
10 CONSTRUCT STREET PAVE-OUT PER CITY OF INDUSTRY STD PLAN NO. 111 SF 2100
11 SAWCUT AND REMOVE EXISTING SIDEWALK INCLUDING AGGREGATE BASE SF 925
12 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE LF 420
13 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING AGGREGATE BASE (BONELLI STREET) LF 450
14 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE SF 6000
15 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 6200
16 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE SF 4310
17 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 420
Toro Enterprises,
Inc. - Unit Price
Toro Enterprises, Inc.
- Line Total
$482,000.00 $482,000.00
$55,000.00 $55,000.00
$650,000.00 $650,000.00
$55,000.00 $55,000.00
$150,000.00 $150,000.00
$11.50 $120,750.00
$6.85 $580,195.00
$4.60 $90,045.00
$90.00 $396,000.00
$38.00 $79,800.00
$6.50 $6,012.50
$44.00 $18,480.00
$45.00 $20,250.00
$10.50 $63,000.00
$10.85 $67,270.00
$7.00 $30,170.00
$13.00 $5,460.00

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Item Num Description
Unit of
Measure Qty
18 ASPHALT CONCRETE PAVEMENT TON 19950
19 CRUSHED AGGREGATE BASE CY 4600
20 FURNISH AND INSTALL 3/8" ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM) SY 51640
21 Tensar InterAX NXP GEOGRID, OR APPROVED EQUAL SY 10500 22 CONSTRUCT CONCRETE PAVEMENT TRANSITION PANEL PER CALTRANS STANDARD PLAN NO. P30. SF 525
23 CONSTRUCT TYPE A2-8 PCC CURB AND GUTTER (W=2') PER CITY OF INDUSTRY STD. PLAN NO. 112 LF 930
24 CONSTRUCT PCC CURB AND GUTTER FOR DRIVEWAYS PER CITY OF INDUSTRY STD. PLAN NO. 114 LF 200
25 CONSTRUCT PEDESTRIAN RAMP, INCLUDING DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN NO. A88A, CASE PER PLAN SF 5100 26 CONSTRUCT PCC DRIVEWAY PER DETAIL B, SHEET 2, INCLUDING ADJACENT CURB AND GUTTER SF 12200
27 CONSTRUCT 4" PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO 115 SF 925
28 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE EA 77 29 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED GRADE. EA 74
30 RESTORE TRAFFIC LOOP DETECTORS EA 33
31 REPAINT CURB RED LF 33100
32 REPAINT RED CURB (BONELLI STREET) LF 3200
33 REPAINT YELLOW CURB LF 140
34 PAVEMENT MARKERS, MARKINGS AND TRAFFIC STRIPING LS 1 35 RESTORE DRIVEWAY LOOP DETECTOR EA 1
Toro Enterprises,
Inc. - Unit Price
Toro Enterprises, Inc.
- Line Total
$140.00 $2,793,000.00
$95.50 $439,300.00
$4.90 $253,036.00
$12.00 $126,000.00
$75.00 $39,375.00
$113.00 $105,090.00
$115.00 $23,000.00
$33.00 $168,300.00
$31.00 $378,200.00
$27.50 $25,437.50
$1,550.00 $119,350.00
$510.00 $37,740.00
$520.00 $17,160.00
$1.80 $59,580.00
$1.90 $6,080.00
$1.80 $252.00
$156,000.00 $156,000.00
$525.00 $525.00
$7,616,858.00
$7,616,858.00

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ATTACHMENT B

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Item Num Description
Unit of
Measure Qty
All American
Asphalt - Unit Price
All American
Asphalt - Line Total
15 SAWCUT AND REMOVE EXISTING DRIVEWAY, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 6200 $12.00 $74,400.00
16 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE SF 4310 $10.00 $43,100.00
17 SAWCUT AND REMOVE PEDESTRIAN RAMP, INCLUDING AGGREGATE BASE (BONELLI STREET) SF 420 $10.00 $4,200.00
18 ASPHALT CONCRETE PAVEMENT TON 19950 $128.00 $2,553,600.00 19 CRUSHED AGGREGATE BASE CY 4600 $50.00 $230,000.00
20 FURNISH AND INSTALL 3/8" ASPHALT RUBBER AND AGGREGATE MEMBRANE (ARAM) SY 51640 $5.00 $258,200.00
21 Tensar InterAX NXP GEOGRID, OR APPROVED EQUAL SY 10500 $12.00 $126,000.00 22 CONSTRUCT CONCRETE PAVEMENT TRANSITION PANEL PER
CALTRANS STANDARD PLAN NO. P30. SF 525 $50.00 $26,250.00 23 CONSTRUCT TYPE A2-8 PCC CURB AND GUTTER (W=2') PER CITY OF INDUSTRY STD. PLAN NO. 112 LF 930 $70.00 $65,100.00
24 CONSTRUCT PCC CURB AND GUTTER FOR DRIVEWAYS PER CITY OF INDUSTRY STD. PLAN NO. 114 LF 200 $70.00 $14,000.00
25 CONSTRUCT PEDESTRIAN RAMP, INCLUDING DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN NO. A88A, CASE PER PLAN SF 5100 $35.00 $178,500.00 26 CONSTRUCT PCC DRIVEWAY PER DETAIL B, SHEET 2, INCLUDING ADJACENT CURB AND GUTTER SF 12200 $25.00 $305,000.00
27 CONSTRUCT 4" PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO 115 SF 925 $16.00 $14,800.00
28 ADJUST MANHOLE COVER AND FRAME TO FINISHED GRADE EA 77 $1,400.00 $107,800.00 29 ADJUST WATER OR GAS VALVE COVER AND FRAME TO FINISHED GRADE. EA 74 $600.00 $44,400.00
30 RESTORE TRAFFIC LOOP DETECTORS EA 33 $495.00 $16,335.00 31 REPAINT CURB RED LF 33100 $2.00 $66,200.00
32 REPAINT RED CURB (BONELLI STREET) LF 3200 $2.00 $6,400.00

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Item Num Description
Unit of
Measure Qty
All American
Asphalt - Unit Price
All American
Asphalt - Line Total
33 REPAINT YELLOW CURB LF 140 $2.00 $280.00
34 PAVEMENT MARKERS, MARKINGS AND TRAFFIC STRIPING LS 1 $120,000.00 $120,000.00 35 RESTORE DRIVEWAY LOOP DETECTOR EA 1 $495.00 $495.00
$6,580,357.50
$6,580,357.50

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Data current as of 4/14/2025 4:57:01 PM
Home | Online Services | License Details
Contractor's License Detail for License #
267073
DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations.

Business Information

ALL AMERICAN ASPHALT
P O BOX 2229
CORONA, CA 92878
Business Phone Number:(951) 736-7600
Entity Corporation
Issue Date 01/19/1971
Expire Date 01/31/2026
License Status
This license is current and active.

All information below should be reviewed.

Classifications
Bonding Information
Contractor's Bond
This license filed a Contractor's Bond with FIDELITY AND DEPOSIT COMPANY OF MARYLAND.

Bond Number: 08727441
Bond Amount: $25,000
Effective Date: 01/01/2023
Contractor's Bond History
Bond of Qualifying Individual
This license filed Bond of Qualifying Individual number LPM7627119 for MARK ALBERT LUER in the amount of $25,000 with FIDELITY AND DEPOSIT COMPANY OF MARYLAND.

Effective Date: 01/01/2023
BQI's Bond History
Workers' Compensation
This license has workers compensation insurance with the ZURICH AMERICAN INSURANCE

COMPANY
Policy Number:WC593205711
Effective Date: 08/01/2024
Expire Date: 08/01/2025
Workers' Compensation History
CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure click on link that will appear below for more information. Click here for a definition of disclosable actions. 
 Only construction related civil judgments reported to CSLB are disclosed (B&P 7071.17).  Arbitrations are not listed unless the contractor fails to comply with the terms.  Due to workload, there may be relevant information that has not yet been entered into the board's license database.  A - GENERAL ENGINEERING
 C12 - EARTHWORK AND PAVING

ATTACHMENT C

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Copyright © 2025 State of California
Other
 Personnel listed on this license (current or disassociated) are listed on other licenses.

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eCPR Public Search
Public Works Support
Contractors
Projects
Register
Log in
Home  Customer Account Lookup  All American Asphalt
All American Asphalt
Customer Account Lookup
Name
All American Asphalt
Customer Account
Type
 All American Asphalt
Contractor
Website
(empty) 

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Email
[email protected]
Address 1
400 E SIXTH ST
Address_2
City
CORONA
State
CA
Zip
92879
Contractor Status
CSLB
267073
Legal Name

ALL AMERICAN ASPHALT
Business Structure
Business Phone
951-736-7600
Registration Number
DIR Approved
-- None --

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Related Lists
Historical Registration Dates 1
President
Mark Luer
PWCR
1000001051
Registration Start Date
2023-07-01
Registration End Date
2026-06-30
Doing Business As (DBA)
Crafts
Legacy Registration Date
2023-07-01
Legacy Registration Expiration
2026-06-30
Operating Engineer Laborer and Related Classifications
Parking and Highway Improvement (Striping, Slurry and Seal Coat Operations-Laborer) Cement Mason
Terms & Conditions
Privacy Policy
Disclaimer

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N
ondiscriminationNotice
Accessibility
dir.ca.gov
Copyright2024StateofCalifornia

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NOTICE OF EXEMPTION
To: County Clerk
County of Los Angeles
Environmental Filings
12400 East Imperial Highway #2001
Norwalk, CA 90650
From: City of Industry
15625 Mayor Dave Way
City of Industry, CA 91744
Project Title: CITY-1528 – Annual Pavement Rehabilitation FY 23 Project Location - Specific: Stafford Street, Hudson Avenue, Hacienda Boulevard, Gale Avenue, Castleton Street, Albatross Road, Newquist Place, Canal Place, Louden Lane, Bonelli Street, Temple Avenue
Project Location-City: City of Industry Project Location-County: Los Angeles Description of Project: Resurfacing of City streets including, cold milling of existing asphalt concrete (“AC”) pavement, constructing AC pavement overlay, repairing broken curbs, gutter, driveways, and sidewalks, upgrading curb ramps to current ADA standards, adjusting existing utilities to finish grade, pavement markings, striping and red curb throughout. Work also includes the complete reconstruction of existing AC pavement section on Bonelli Street. Work includes the removal of existing asphalt concrete pavement and aggregate base and replacing with new AC pavement on crushed aggregate base on one layer of geogrid between subgrade and aggregate base.

Name of Public Agency Approving Project: City of Industry Name of Person or Agency Carrying Out Project: City of Industry Exempt Status: (check one)
 Ministerial (Sec. 21080(b)(1); 15268);
 Declared Emergency (Sec. 21080(b)(3); 15269(a));
 Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
 Categorical Exemption. State type and section number: 15301 Class 1  Statutory Exemptions. State code number:

Reasons why project is exempt: The proposed project is exempt from the California Environmental Quality Act (“CEQA”) per Section 15301 Class 1 of the CEQA Regulations in which the minor alteration of existing public or private structures or facilities involve negligible or no expansion of existing use. This project will reconstruct the existing pavement section on Bonelli Street and cold mill existing AC and new AC overlay for the rest of the streets; repair broken curbs, gutters, driveways, and sidewalks, upgrade curb ramps to current ADA standard, adjust existing utility covers to finish grade, and install pavement markings, striping, and re-paint red curb throughout. The project does not result in an expansion of the use, as the streets are not being expanded to allow for additional traffic, it’s simply routine maintenance work.

Lead Agency
Contact Person: Mathew Hudson Telephone: (626) 333-2211 Signature: Date: April 24, 2025
Title: Director of Public Works

ATTACHMENT D

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ITEM NO. 6.5

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MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Mathew Hudson, Director of Public Works
James Cramsie, Sr. Director of Engineering
Arlene Lopez, Sr. Project Manager
DATE: April 24, 2025
SUBJECT: Consideration of authorization to advertise for public bids for Contract No.

CITY-1439, San Jose Reconstruction from 500 feet West of Nogales Street to 500 feet West of Charlie Road, for an estimated cost of $5,397,000.00 (MP 08-09)
Background:

San Jose Avenue narrows from two west-bound lanes east of Charlie Road to a single through lane at the intersection, then widens back to two lanes approximately west of the intersection.

The existing configuration forces a left-only turn onto Charlie Road, and a single through lane on San Jose Avenue. The project would reconfigure the intersection to enable both the left turn lane and two through lanes travelling west bound on San Jose Road. Once completed, the project will improve efficiency for through-traffic by connecting the travel lanes on either side of the intersection and reducing congestion at this intersection by continuing a left-turn lane. In addition, the pavement on San Jose Avenue has deteriorated, and a full reconstruction of the pavement is needed for the rehabilitation of this heavily used thoroughfare. Staff has prepared plans and specifications for the above project. This project will be implemented as Contract No.

CITY-1439, subject to approval by the City Council.

Discussion:

The scope of work involves relocating the northerly curb six feet to the north from just west of Charlie Road to approximately 365 feet east of Charlie Road. It also includes removal of the existing asphalt concrete pavement (“AC”) and reconstructing with new AC pavement on crushed aggregate base with two layers of geogrid to strengthen the subgrade. The existing street lighting system will be removed and replaced with a new street light system to improve lighting along San Jose Avenue. The existing street trees will be removed to accommodate the new street lighting system and new street trees will be planted throughout the project limits.

ADA accessibility will be improved with the reconstruction of existing curb ramps, sidewalk, and

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driveways, and curb and gutter will be reconstructed where necessary. Finally, the work includes pavement markers, markings, and traffic striping.

This project was previously authorized by the City Council to advertise for public bids on May 26, 2022. There were delays in the project due to right-of-way issues and the impacts to some properties. Additionally, the plans and specifications were revised thereafter to include power and fiber optics conduits, vaults, and pull boxes for future use by the City. Since the street pavement section will be completely reconstructed, it is cost-effective to add power and fiber optics conduit and other substructure at this time.

Fiscal Impact:

The estimated cost for this project is $5,397,000.00.

Recommendation:

It is hereby recommended that the City Council approve the plans and specifications and authorize the solicitation of the public bids.

Exhibits:

1. Notice Inviting Bids

2. Engineer's Estimate

3. Section A Pages A-1 through A-8

4. Reduced Set of Project Plans

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Contract No. CITY-1439 – Specifications

FOR PUBLICATION
NOTICE INVITING BIDS FOR:

CITY OF INDUSTRY
PROJECT NO. 439
SAN JOSE AVENUE RECONSTRUCTION 500' WEST OF NOGALES STREET TO 400' WEST

OF CHARLIE ROAD
CONTRACT NO. CITY-1439
The CITY OF INDUSTRY, hereinafter referred to as the CITY, will receive bids for the construction of the above project until 10:00 A.M. on Wednesday, June 4, 2025, via the City of Industry’s PlanetBidsTM vendor portal. Bids are to be submitted through https://www.planetbids.com/portal/portal.cfm?CompanyID=29042.

Postmarks, mailed, emailed, or hard copy bids will not be accepted. Late bids will not be accepted.

It is the responsibility of the bidder to be sure the bid is submitted prior to the date and time indicated above. Free digital versions of the plans and specifications are available on the vendor portal. Hard copies are no longer available for purchase.

At the time of submission of the bid and thereafter, each bidder must be licensed as a Class A - General Engineering as defined in Sections 7055-7058 of the Business and Professions Code.

Each bidder shall set forth on the Bidder's Information Sheet and the Contractor's License Affidavit the classification and number of the requisite license which that bidder holds.

The CITY reserves the right to award the contract to the contractor with another license class if the CITY determines that the license class is proper for the proposed work.

A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. Please note: It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Any bids submitted without proof that bidder and any listed subcontractor(s) are currently registered and qualified to perform public work, pursuant to Labor Code Section 1725.5, may not be accepted by the CITY.

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Contract No. CITY-1439 – Specifications
The Scope of Work is as follows: Removal of existing AC pavement section and reconstructing with new AC pavement on crushed aggregate base (CAB) with 2-layers of geogrid; removal of existing street light poles and foundations; installation of new street light system; removal of existing street trees and planting of new street trees; restoration of landscaping and irrigation; reconstruction and repair of PCC curb & gutters, sidewalks, driveways, and curb ramps; installation of new power duct bank; and pavement markers, markings and striping.

Online Questions and Answers will be due via the City of Industry’s PlanetBidsTM vendor portal on Friday, May 23, 2025 at 5:00 P.M.

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Contract No. CITY-1439 – Specifications

CITY OF INDUSTRY
PROJECT NO. 439
SAN JOSE AVENUE RECONSTRUCTION 500' WEST OF NOGALES STREET TO 400' WEST

OF CHARLIE ROAD
CONTRACT NO. CITY-1439
Each bid shall be accompanied by a bid guarantee in the form of a Cashier's Check or Bidder's Bond for not less than ten percent (10%) of the total amount of the bid, made payable to the CITY OF INDUSTRY.

The contractor may, at his own expense, substitute securities for monies to be withheld to ensure performance under the contract.

By the order of the CITY OF INDUSTRY dated April 24, 2025 Julie Gutierrez-Robles, City Clerk

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Contract No. CITY-1439 – Specifications
ESTIMATE FOR:

CITY OF INDUSTRY
PROJECT NO. 439
SAN JOSE AVENUE RECONSTRUCTION 500' WEST OF NOGALES STREET TO 400' WEST OF CHARLIE ROAD
CONTRACT NO. CITY-1439

ENGINEER'S ESTIMATE
$5,397,000.00

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Contract No. CITY-1439 – Specifications A-1

SECTION A

CITY OF INDUSTRY
PROJECT NO. 439
SAN JOSE AVENUE RECONSTRUCTION 500' WEST OF NOGALES STREET TO 400' WEST OF CHARLIE ROAD
CONTRACT NO. CITY-1439
The CITY OF INDUSTRY, hereinafter referred to as the CITY, will receive bids for the construction of the above project until 10:00 A.M. on Wednesday, June 4, 2025, via the City of Industry’s PlanetBidsTM vendor portal. Bids are to be submitted through https://www.planetbids.com/portal/portal.cfm?CompanyID=29042.

Postmarks, mailed, emailed, or hard copy bids will not be accepted. Late bids will not be accepted.

At the time of submission of the bid and thereafter, each bidder must be licensed as a Class A - General Engineering as defined in Sections 7055-7058 of the Business and Professions Code. Each bidder shall set forth on the Bidder's Information Sheet and the Contractor's License Affidavit the classification and number of the requisite license which that bidder holds.

The CITY reserves the right to award the contract to the contractor with another license class if the CITY determines that the license class is proper for the proposed work.

The Scope of Work is as follows: Removal of existing AC pavement section and reconstructing with new AC pavement on crushed aggregate base (CAB) with 2-layers of geogrid; removal of existing street light poles and foundations; installation of new street light system; removal of existing street trees and planting of new street trees; restoration of landscaping and irrigation; reconstruction and repair of PCC curb & gutters, sidewalks,

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Contract No. CITY-1439 – Specifications A-2
driveways, and curb ramps; installation of new power duct bank; and pavement markers, markings and striping.

Online Questions and Answers will be due via the City of Industry’s PlanetBidsTM vendor portal on Friday, May 23, 2025 at 5:00 P.M.

The bid shall be accompanied by a bid guarantee in the form of a Cashier's Check or Bidder's Bond for not less than ten percent (10%) of the total amount of the bid, payable to the CITY OF INDUSTRY. The bid guarantee is to insure that the bidder, if awarded the work, will enter into a contract with the CITY. Failure of a contractor to enter into a contract within ten (10) days following award will cause the bid guarantee to be forfeited.

If the bid guarantee is a Cashier’s Check it must be delivered to City Hall prior to the bid opening date and time. The Cashier’s Check shall be sealed in an envelope, endorsed as follows: CITY-1439 - SAN JOSE AVENUE RECONSTRUCTION 500' WEST OF NOGALES STREET TO 400' WEST OF CHARLIE ROAD, City of Industry City Hall, 15625 Mayor Dave Way, City of Industry, California 91744. If a bid bond is chosen, a scanned PDF will be accepted through PlanetBidsTM, however, the three apparent low bidders will be contacted to submit the original bid bond and signed bid package to the CITY and will be given a deadline to submit.

The CITY may, upon refusal or failure of a successful responsible bidder to accept the contract, award it to the next lowest bidder. If the CITY awards the contract to the second lowest bidder, the amount of the lowest bidder's bid guarantee shall be applied by the CITY to the difference between the low bid and the second lowest bid; the surplus, if any, shall be returned to the lowest bidder if cash is used, or to the surety company if a bond is used.

The successful bidder will be required to furnish a labor and materials bond in an amount equal to one hundred percent (100%) of the contract price and a faithful performance bond in an amount equal to one hundred percent (100%) of the contract price. A maintenance bond equal to ten percent (10%) of the total bid price amount is to remain in force for one (1) year after the date of completion of work, shall be submitted prior to execution of contract. The above bonds shall be secured by a surety company satisfactory to the CITY, and licensed as a Surety Insurer in the State of California and rated at least B+:V in the latest "Best's Insurance Guide." The attached bond forms shall be used without exception.

CONTRACTOR

INSURANCE
Prior to the beginning of and throughout the duration of the Project, Contractor and its subcontractors shall maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, Contractor agrees to amend, supplement or endorse the existing coverage to do so.

Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds

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Contract No. CITY-1439 – Specifications A-3
available to Contractor or its subcontractors in excess of the limits and coverage identified in this Agreement and which is applicable to a given loss, claim or demand, will be equally available to the CITY.

Contractor shall provide the following types and amounts of insurance:

Without limiting Contractor’s indemnification of CITY, and prior to commencement of the Project, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to the CITY.

General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $5,000,000 per occurrence, $10,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $5,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.

Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

Umbrella or Excess CGL Insurance. If the CONTRACTOR elects to include an umbrella or excess policy to cover any of the total limits required beyond the primary commercial general liability (“CGL”) policy limits and/or the primary commercial automobile liability policy limits, then the policy must include the following:
• The umbrella or excess policy shall follow form over the CONTRACTOR's primary general liability coverage and shall provide a separate aggregate limit for products and completed operations coverage.
• The umbrella or excess policy shall not contain any restrictions or exclusions beyond what is contained in the primary policy.
• The umbrella or excess policy shall contain a clause stating that it takes effect (drops down) in the event the primary limits are impaired or exhausted. • The umbrella or excess policy must also extend coverage over the automobile policy if it is to be used in combination with the primary automobile policy to meet the total insurance requirement limits.

Workers’ Compensation Insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor ’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s

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Contract No. CITY-1439 – Specifications A-4
Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.

Contractor shall submit to the CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the CITY, its officers, agents, employees and volunteers.

Pollution Liability Insurance. Environmental Impairment Liability Insurance shall be written on a Contractor’s Pollution Liability form or other form acceptable to the CITY providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.

Completed Operations Coverage. Products/completed operations coverage shall extend a minimum of ten years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.

Other provisions or requirements:

Proof of Insurance. Contractor shall provide certificates of insurance to the CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by the CITY's risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with the CITY at all times during the term of this contract. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

Duration of Coverage. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by Contractor, his agents, representatives, employees or subcontractors. Contractor must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. The CITY and its officers, officials, employees, and agents shall continue as additional insureds under such policies.

Primary/Noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by the CITY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess

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Contract No. CITY-1439 – Specifications A-5
insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of the CITY before the CITY's own insurance or self-insurance shall be called upon to protect it as a named insured.

CITY’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, the CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by the CITY will be promptly reimbursed by Contractor or the CITY will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, the CITY may cancel this Agreement.

Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the CITY's risk manager.

Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

Enforcement of Contract Provisions (non estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the CITY to inform Contractor of non-compliance with any requirement imposes no additional obligations on the CITY nor does it waive any rights hereunder.

Requirements Not Limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the CITY requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY.

Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

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Contract No. CITY-1439 – Specifications A-6
Additional Insured Status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing.

Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.

Pass Through Clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to CITY for review.

CITY’s Right to Revise Requirements. The CITY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor a ninety (90)-day advance written notice of such change. If such change results in substantial additional cost to the Contractor, the CITY and Contractor may renegotiate Contractor’s compensation.

Self-insured Retentions. Any self-insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the CITY.

Timely Notice of Claims. Contractor shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.

Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

EXPERIENCE AND SAFETY
The successful bidder may be required to submit a statement attesting to its financial responsibility, technical ability, experience, and safety record.

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Contract No. CITY-1439 – Specifications A-7

PREVAILING WAGES
A. Wage rates for this Project shall be in accordance with the “General Wage Determination Made by the Director of Industrial Relations Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1 ", for Los Angeles County. Wage rates shall conform to those on file at City Hall and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:
(i) Section 1775, Penalty for Failure to Comply with Prevailing Wage Rates.
(ii) Section 1777.4, Apprenticeship Requirements.
(iii) Section 1777.5, Apprenticeship Requirements.
(iv) Section 1813, Penalty for Failure to Pay Overtime. (v) Section 1810 and 1811, Working Hour Restrictions.
(vi) Section 1775, Payroll Records.
(vii) Section 1773.8, Travel and Subsistence Pay.

CONTRACTOR REGISTRATION PROGRAM
A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. Please note: It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Any bids submitted without proof that bidder and any listed subcontractor(s) are currently registered and qualified to perform public work, pursuant to Labor Code Section 1725.5, may not be accepted by the CITY.

LABOR COMPLIANCE MONITORING AND ENFORCEMENT
The project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (California Labor Code Section 1771.4).

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Contract No. CITY-1439 – Specifications A-8

AGREEMENT
When the award of a contract is made to a corporation, the Agreement must be signed by the Secretary/Treasurer of the corporation in addition to the signature of the President/Vice President, or the public agency needs to receive a copy of a resolution adopted by the Board of Directors of the corporation indicating that the party executing the contract has the authority to bind the corporation.

SURETY BONDS
All surety bonds issued in connection with projects for public works must be accompanied by a power of attorney from the surety company authorizing the person executing the bond to sign on behalf of the company. The power of attorney and the bonds must be executed by the same person, and such signatures shall be notarized.

By the order of the CITY OF INDUSTRY dated April 24, 2025.

Julie Gutierrez-Robles, City Clerk

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ATTACHMENT D

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100% SUBMITTAL BID SET

CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
IVAN SALVATIERRA RCE 83901 DATE
UNDER THE SUPERVISION OF:

CITY OF INDUSTRY
IMPROVEMENT PROJECT NO. 439

SAN JOSE AVENUE RECONSTRUCTION
CONTRACT NO. CITY-1439

LOCATION MAP
KERN
COUNTY
RD

LANCASTER VENTURA
F I

P A C I
C
PINES
COUNTY

BIG BERNARDINO SAN COUNTY
SAN

BERNARDINO
COUNTY
FORT TEJON RD 140TH
COUNTY
N
E A
O C
ORANGE
COUNTY
NTS

PROJECT SITE
LEGEND AND ABBREVIATIONS:

AC ASPHALT CONCRETE

BC BEGIN CURVE

BCR BEGIN OF CURB RETURN

BDRY BOUNDARY

BVC BEGINNING OF VERTICAL CURVE

BW BACK OF WALK

BX BOTTOM OF DRIVEWAY CURB

CAB CRUSHED AGGREGATE BASE

CB CATCH BASIN

C&G CURB AND GUTTER

CIWS CITY OF INDUSTRY WATER WORKS SYSTEM

CL CENTER LINE

CLF CHAIN LINK FENCE

CONC CONCRETE

CPUC CALIFORNIA PUBLIC UTILITIES COMMISSION

CSG CASING

DWY DRIVEWAY

EC END CURB

ECR END OF CURB RETURN

EVC END OF VERTICAL CURVE

EG EDGE OF GUTTER

ES EXISTING SURFACE

EX EXISTING

EXC EXCAVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FS FINISHED SURFACE

ICV IRRIGATION CHECK VALVE

LIP LIP OF GUTTER

LP LOW POINT

LT LEFT

MH MANHOLE

MIN MINIMUM

MOC MIDDLE OF CURVE

OC ON CENTER

PCC PORTLAND CEMENT CONCRETE

POC POINT ON CURB

PRC POINT OF REVERSE CURVE

PT POINT

PVMT PAVEMENT

RCP REINFORCED CONCRETE PIPE

RT RIGHT

R/W RIGHT OF WAY

RWD ROWLAND WATER DISTRICT

SCE SOUTHERN CALIFORNIA EDISON

SPPWC STANDARD PLANS FOR PUBLIC WORK CONSTRUCTION

STA STATION

STD STANDARD

TC TOP OF CURB

TG TOP OF GRATE

TRANS TRANSITION

TSP TRAFFIC SIGNAL POLE

TX TOP OF DRIVEWAY CURB

TYP TYPICAL

VAR VARIES

WI WROUGHT IRON MAGNETIC

PROJECT LIMITS

SHEET INDEX
1 TITLE SHEET
2 NOTES
3 TYPICAL SECTIONS & DETAILS, 1 OF 2
4 TYPICAL SECTIONS & DETAILS, 2 OF 2
5 PLAN & PROFILE, STA 19+50.00 TO STA 24+31.81
6 PLAN & PROFILE, STA 14+00.00 TO STA 19+50.00
7 PLAN & PROFILE, STA 8+50.00 TO STA 14+00.00
8 PLAN & PROFILE, STA 4+70.07 TO STA 8+50.00
9 SIGNING & STRIPING PLAN
SHEET NO. DESCRIPTION

LIST OF STANDARDS
SPPWC 2012 EDITION
SPPWC STD. PLAN NO. 110-2 B DRIVEWAY APPROACH
SPPWC STD. PLAN NO. 115-5 YELLOW TRUNCATED DOMES
SPPWC STD. PLAN NO. 140-3 MEDIAN TAPER
SPPWC STD. PLAN NO. 205-2 MANHOLE ADJUSTMENT
SPPWC STD. PLAN NO. 523-2 ROOT PRUNING
SPPWC STD. PLAN NO. 606-4 TYPE B METAL HAND RAIL
SPPWC STD. PLAN NO. 618-3 MASONRY RETAINING WALL

CITY OF INDUSTRY STANDARD PLANS
COI STD. PLAN NO. 112 CURB AND GUTTER
COI STD. PLAN NO. 114 DRIVEWAY APPROACH
COI STD. PLAN NO. 115 PCC SIDEWALK
COI STD. PLAN NO. 212 CATCH BASIN LOCAL DEPRESSION
COI STD. PLAN NO. 213 PARKWAY DRAIN NO. 1
COI STD. PLAN NO. 214 PARKWAY DRAIN NO. 2
STATE OF CALIFORNIA 2015 EDITION
CALTRANS STD. PLAN NO. A20A, A20B, & A20D STRIPING
CALTRANS STD. PLAN NO. A24A, A24B, & A24E STRIPING
G
SS
W
SD
T
X

EXIST POWER POLE

EXIST GUY WIRE

EXIST PULL BOX

EXIST CATCH BASIN

EXIST FIRE HYDRANT

EXIST WATER VALVE

EXIST TELEPHONE MANHOLE

EXIST SEWER MANHOLE

EXIST DRAIN MANHOLE

EXIST MONITORING WELL

EXIST DRIVEWAY

EXIST CURB AND GUTTER

EXIST SIGN

STREET R/W

EXIST STREET LIGHT

EXIST TREE

EXIST GAS LINE

EXIST SANITARY SEWER LINE

EXIST WATER LINE

EXIST STORM DRAIN LINE

EXIST TELEPHONE LINE

EXIST CHAIN LINK FENCE

PROPOSED DRIVEWAY

PROPOSED PROPERTY ACQUISITION

PROPOSED STREET LIGHT

PROPOSED STREET LIGHT CONDUIT
pp
SHEET 5 SHEET 6 SHEET 7 SHEET 8
1 STREET IMPROVEMENT PLAN
5/12/2022

Page 112 of 238 ends

PROTECT EXISTING STRIPING/LEGEND IN PLACE.

SIGNING AND STRIPING NOTES
INSTALL 6-INCH WHITE LANE LINE PER CALTRANS STD. PLAN NO.

A20A, DETAIL 9. 214 INSTALL 6-INCH DOUBLE YELLOW PER CALTRANS STD. PLAN NO.

A20A, DETAIL 22. 6 INSTALL 6-INCH DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN NO. A20B, DETAIL 29. 79
10 INSTALL 8-INCH SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN NO. A20D, DETAIL 38.

INSTALL PAVEMENT MARKING ARROWS PER CALTRANS REVISED
STD. PLAN NO. A24A. TYPE PER PLAN.

REMOVE STRIPING AND MARKING BY WET SANDBLASTING.
143
PAINT CURB "RED". (LENGTH AS INDICATED)
INSTALL TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN NO.

A20B, DETAIL 32. 8
11 12
INSTALL 24-INCH WIDE SOLID WHITE LIMIT LINE SET 15-FEET FROM RAILROAD CANTILEVER CENTER OF POLE.

INSTALL PAVEMENT LEGEND PER CALTRANS STD. PLAN NO. A24B.

INSTALL 12-INCH YELLOW DIAGONAL LINE.
135 INSTALL 6-INCH WHITE EDGELINE PER CALTRANS STD. PLAN NO.

A20B, DETAIL 27B.
15 INSTALL 12-INCH WHITE LINE.

INSTALL W10-1 SIGN AND POST.
16 INSTALL SURFACE MOUNTED WHITE CHANNELIZER WITH WHITE RETROFLECTIVE SHEETING PER CALTRANS STD. PLAN NO. A73C AS SHOWN ON PLAN.
17 REMOVE EXISTING SIGN AND POST
PROTECT IN PLACE.

CONSTRUCTION NOTES
REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.

CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO. 110-2, TYPE B, AND PER DETAIL "A" ON SHEET NO. 3, INCLUDING CRUSHED AGG. BASE. WIDTH(W), WING(X), AND THICKNESS(t) PER PLAN.

REMOVE AND RECONSTRUCT PARKWAY DRAIN NO. 1 PER CITY OF
INDUSTRY STD. PLAN NO. 213.

CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF INDUSTRY STD. PLAN NO. 212.

CONSTRUCT PARKWAY DRAIN NO. 2 PER CITY OF INDUSTRY STD. PLAN NO. 214, NO. OF PIPES PER PLAN.

CONSTRUCT 4' HIGH MASONRY RETAINING WALL PER SPPWC STD. PLAN NO. 618-3, TYPE PER PLAN. (145 LF)

INSTALL YELLOW SURFACE MOUNTED TRUNCATED DOME MAT PER
SPPWC STD. PLAN NO. 115-5.

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

EXISTING SCE ELECTRICAL MANHOLE/VAULT/PULL BOX/STRUCTURES TO BE ADJUSTED/RELOCATED TO GRADE BY SCE.

CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 ADJUST MANHOLE FRAME AND COVER TO GRADE PER SPPWC STD. PLAN NO. 205-2.

CONSTRUCT CATCH BASIN WITH GRADING PER DETAIL F.

CONSTRUCT TYPE B METAL HAND RAIL PER SPPWC STD. PLAN NO. 606-4.

REMOVE EXISTING TREE. SEE LANDSCAPE PLANS

NOT USED
INSTALL REMOVABLE CURB FACE PLATE COVER PER DETAIL "E" ON SHEET NO. 3.

REFURBISH LANDSCAPE AND IRRIGATION SYSTEM, INCLUDING
RELOCATION OF VALVES AND IRRIGATION LINES. 123456789
10 11
14 12
13 16
17 20
21 22
19 15
23 18
24 26
27 28
29 30
31 INSTALL NEW TREE PER SPECIFICATIONS.
32 NOT USED
RELOCATE AND ADJUST GTE MANHOLE TO GRADE.

NOT USED

NOT USED
25 PROPOSED STREET LIGHT. SEE STREET LIGHT PLANS. 100% SUBMITTAL BID SET

GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL PLANS.

2. PRIME CONTRACTOR LICENSE REQUIRED CLASS A.

3. ALL PROPOSED WORK SHALL BE CONSTRUCTED PER SPPWC STANDARD PLANS AND SPECIFICATIONS UNLESS OTHERWISE SHOWN.

4. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF INDUSTRY ENGINEERING OFFICE, 15625 MAYOR DAVE WAY #100, CITY OF INDUSTRY, CA 91744, (626) 333-2211.

5. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY ENGINEER.

REQUEST FOR INSPECTION SERVICE SHALL BE MADE 48-HOURS IN ADVANCE AT (626) 333-0336.

6. STREET IMPROVEMENT CONSTRUCTION SHALL BE DONE ACCORDING TO THE

STANDARD PLANS OF THE CITY OF INDUSTRY, AVAILABLE AT THE ENGINEERING OFFICE OF THE CITY ENGINEER AT 15625 MAYOR DAVE WAY #100, CITY OF INDUSTRY, CA 91744, (626) 333-2211.

7. WORK IN EXISTING STREETS SHALL BE COMPLETED AS SOON AS POSSIBLE TO

MINIMIZE INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC. FAILURE TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF CITY ORDINANCE.

8. THE CONTRACTOR SHALL NOTIFY THE LOS ANGELES COUNTY FIRE DEPARTMENT (818) 963-2417 AND THE LOS ANGELES SHERIFF DEPARTMENT (626) 330-3322 AT THE CITY OF INDUSTRY SUBSTATION AT LEAST 48-HOURS PRIOR TO START OF WORK.

9. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER 48-HOURS PRIOR TO ANY STREET WORK.

10. THE OPTION OF USING SLAG OR CRUSHED MISCELLANEOUS BASE (CMB) IN LIEU OF CRUSHED AGGREGATE BASE FOR ANY STREET IMPROVEMENT IS NOT ALLOWED. "CLASS 2 AGGREGATE BASE" MEETING THE GRADING AND QUALITY REQUIREMENTS OF CALTRANS STANDARD SPECIFICATION SECTION 26-1.02B, AND INSTALLED PER CALTRANS STANDARD SPECIFICATION SECTION 26-1.03 MAY BE USED IN LIEU OF CRUSHED AGGREGATE BASE.

11. EXISTING CONCRETE IMPROVEMENTS AND ASPHALT CONCRETE PAVEMENT SHALL

BE SAW CUT, FULL DEPTH, TO A TRUE LINE WHERE NEW CONCRETE OR ASPHALT IS TO JOIN.

12. THE CONTRACTOR SHALL PROTECT ALL UTILITIES ENCOUNTERED DURING THIS

PROJECT AND SHALL NOTIFY THE CITY ENGINEER AND/OR HIS REPRESENTATIVE IMMEDIATELY OF ANY UNDOCUMENTED SUBSTRUCTURES. ANY DAMAGE TO

UTILITIES AS A RESULT OF CONTRACTOR'S ACTION SHALL BE REPAIRED AT THE

CONTRACTOR'S SOLE EXPENSE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION.

13. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

14. THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

15. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL REQUIRED TEMPORARY AND

PERMANENT PERMITS, INCLUDING LICENSES, CERTIFICATES, INSPECTIONS, TESTS, AND SERVICES. COPIES OF APPLICABLE PERMITS AND AN APPROVED SET OF PLANS MUST BE AT THE JOB SITE AT ALL TIMES.

16. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES.

17. THE FOLLOWING IS A LIST OF THE UTILITY COMPANIES AND THE PERSONS TO

CONTACT REGARDING THE RESPECTIVE UTILITIES WITHIN THE LIMITS OF THIS PROJECT:

JOHN POEHLER (562) 697-1726

ROWLAND WATER DISTRICT
ANTHONY HOWARD (562) 908-4288

SANITATION DISTRICTS OF LOS ANGELES
DON BECKERMANN (626) 666-3526

FRONTIER COMMUNICATIONS
JAMES BOLLIER (909) 469-6369

FRONTIER COMMUNICATIONS
ROSALYN SQUIRES (213) 244-2669

SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION)
MICHAEL CAVARRUBIAS (714) 634-7260

SOUTHERN CALIFORNIA GAS COMPANY (DISTRIBUTION)
MICHAEL BYRD (909) 592-3725

SOUTHERN CALIFORNIA EDISON (CITY OF INDUSTRY)
CROWN CASTLE (877) 486-9377

18. ANY CONTRACTOR OR SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT

SHALL BECOME FAMILIAR WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR

ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM

HIS OR HER OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.

19. THE WORK AREA SHALL BE CLEANED DAILY AND KEPT CLEAN FROM ALL DUST, DIRT AND DEBRIS.

20. CONTRACTOR AS PRACTICABLE, SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING WORK AREA BMPs.

21. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRIERS,

FLASHING ARROWS BOARDS, AND ANY OTHER TRAFFIC CONTROL WARNING

DEVICES INCLUDING FLAGGERS AS MAY BE REQUIRED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL SUBMIT TRAFFIC DELINEATION PLANS FOR CITY APPROVAL PRIOR TO CONSTRUCTION. ALL WORK AREA TRAFFIC

CONTROL SHALL CONFORM TO THE REQUIREMENT SPECIFICATIONS IN THE LATEST

EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). FAILURE TO DO SO SHALL BE CITED UNDER THE APPLICATION SECTION OF

THE CALIFORNIA VEHICLE CODE (CVC), AND CORRECTIVE COST TO THE CITY SHALL BE CHARGED TO THE CONTRACTOR.

22. CONSTRUCTION TRAFFIC CONTROL AND TEMPORARY SIGNING SHALL BE PROVIDED

BY THE CONTRACTOR IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, MUTCD LATEST AND CALIFORNIA SUPPLEMENT AND AS APPROVED BY THE CITY ENGINEER.

THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS AS SPECIFIED ON PLANS.

23. THE CITY ENGINEER AND/OR HIS REPRESENTATIVE SHALL BE NOTIFIED WITH IN A MINIMUM OF 48 HOURS PRIOR TO REMOVAL OF EXISTING TRAFFIC STRIPING, PAVEMENT MARKING OR SIGNS.

24. CONTRACTOR SHALL HAND DELIVER NOTICE TO ALL AFFECTED BUSINESSES AT LEAST THREE DAYS PRIOR TO THE START OF CONSTRUCTION. BUSINESSES SHALL

ALSO BE INFORMED, VIA NOTICES, OF ANY SIGNIFICANT CHANGE TO THE PROJECT SCOPE OR SCHEDULE. ALL NOTICES MUST BE APPROVED BY THE CITY ENGINEER AND/OR HIS REPRESENTATIVE PRIOR TO DISTRIBUTION. COST FOR NOTIFICATION

SHALL BE INCLUDED IN THE BID PRICE FOR CONSTRUCTION STAGING AND TRAFFIC CONTROL.

25. THE CONTRACTOR SHALL COORDINATE WITH WASTE DISPOSAL SERVICES; PICKUPS ARE ONCE A WEEK. RESCHEDULING OF TRASH PICKUP TO ANOTHER DAY IS ACCEPTABLE PROVIDED BUSINESSES ARE NOTIFIED IN WRITING. CANCELLATION OF ANY WASTE DISPOSAL SERVICES FOR ANY WEEK WILL NOT PERMITTED.

26. THE CONTRACTOR SHALL PROVIDE ALL SURVEY WORK INCLUDING EXISTING AND FINISH ELEVATIONS, WHETHER SHOWN OR NOT, NECESSARY FOR CONSTRUCTION.

27. ALL COMPACTION AND FIELD DENSITY SHALL CONFORM TO SECTION 301 AND 302

OF THE LATEST EDITION OF THE APWA STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT COMPACTION REPORTS

AND CONCRETE/ASPHALT CLASS CERTIFICATION TO THE CITY ENGINEER AND/OR

HIS REPRESENTATIVE AT CONTRACTOR'S EXPENSE PRIOR TO THE NEXT PHASE OF WORK.

28. THE CONTRACTOR SHALL SUBMIT COPIES OF ASPHALT WASTE DISPOSAL TICKETS

FOR THE RECYCLING SOURCE TO THE CITY ENGINEER AND/OR HIS REPRESENTATIVE.

29. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL DIMENSIONS, EXISTING AND FINISH SURFACE ELEVATIONS, CONDITIONS, ETC. AT THE JOB SITE BEFORE SUBMITTING A BID OR COMMENCING WORK. THE CONTRACTOR SHALL

IMMEDIATELY REPORT ANY DISCREPANCIES OR ERRORS IN THE PLAN(S) TO THE CITY ENGINEER AND/OR HIS REPRESENTATIVES.

30. NO CHANGES IN THE PLANS SHALL BE MADE OR EXTRA WORK PERFORMED WITHOUT THE APPROVAL OF THE CITY ENGINEER AND/OR HIS REPRESENTATIVE.

31. THE CONTRACTOR SHALL RESET ALL EXISTING CENTERLINE TIE/ MONUMENTS AT

THE SOLE COST OF THE CONTRACTOR AND SHALL PRESENT TO THE CITY

ENGINEER AND/OR HIS REPRESENTATIVE CENTERLINE DOCUMENTS STAMP APPROVED BY A LICENSED ENGINEER/SURVEYOR.

32. THE CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVES BOXES PULL BOXES, ETC. TO FINISH GRADE AT CONTRACTOR'S EXPENSE.

33. A MINIMUM OF ONE LANE PER DIRECTION SHALL BE OPEN DURING CONSTRUCTION AT ALL TIMES.

34. ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHEN

PRECLUDED BY NECESSARY CONSTRUCTION FOR REASONABLE PERIODS OF TIME AS PRE-APPROVED BY THE CITY ENGINEER.

35. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ADJACENT AGENCIES. 2
5/12/2022 Page 113 of 238

CONSTRUCTION NOTES
REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB 2 3
4 5
6 AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, 8 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, INCLUDING CRUSHED AGG. BASE.

INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.

CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF INDUSTRY 10 NO. 618-3, TYPE PER PLAN. (145 LF)

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE 19 CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 24'
30'
60'
24'
30'
N.T.S.

EX.

N'LY R/W
6' 6'
24' TO 30'
72'
25'
30'
N.T.S.

FROM STA. 17+75.67 TO STA. 17+94.43

30.5' TO 32'
36' TO 38'
72' TO 76'
24'
36' TO 38'
N.T.S.

PROP.

N'LY R/W
PROP.

S'LY R/W
36' 36'
PROP

N'LY R/W
0'-6' 6'
6' 6' 6'
30' TO 30.37' 100% SUBMITTAL BID SET

TC ELEV
8"CF STR. GRADE 2%

TC ELEV

TC ELEV
8"CF
1"CF

TC ELEV
TC ELEV "A" 1"CF
1"CF STR. GRADE 2%

STRAIGHT GRADE
TC ELEV "A" + 4" STR. GRADE 2%

BACK OF CURB

RIGHT-OF-WAY

STRAIGHT GRADE
CURB
FACE

EDGE OF
GUTTER
2%

PAVEMENT

SECTION
ST. R/W
AC

PAVE-OUT
1" CURB
FACE

16.67%
N.T.S.

WIDTH PER PLAN N.T.S. 4' 4' 6'
2' 4'
6' 3.5' VARIES
2" 6"
6"
1"
VARIES

TOP OF CURB
PLACE 3/8" THREADED

ANCHORS ON EACH SIDE

CURB FACE
E.G.
3/8" RECESS
NOTE: CONSTRUCT SPECIAL CURB COVER
FROM 1
4 ' STEEL DIAMOND PLATE
24-3/4"x9-3/4"
USE 3
8 " GALVANIZED FLUSH SCREWS

TO SECURE COVER

REMOVABLE

CURB COVER

REMOVABLE CURB

FACE PLATE

MANHOLE LID
6"
N.T.S.

FROM STA. 17+94.43 TO STA. 24+31.81
FROM STA. 4+70.07 TO STA. 17+75.67
D + 24" 18"
EX.

S'LY R/W
EX.

N'LY R/W
EX. (TYP)

S'LY R/W
EX.

N'LY R/W
EX.

S'LY R/W
2%

SIDEWALK
N.T.S.
6" 10" 6"
ST. R/W

PAVEMENT

SECTION

PROPOSED OR EXISTING

CURB & GUTTER

LANDSCAPE
AREA 2'-6" MIN.
6'

REQUIRED WHERE EXISTING OR PROPOSED
CURB IS ADJACENT TO LANDSCAPE AREA.
2-SACK SLURRY LEAN CEMENT IN 4" WIDE
TRENCH
N.T.S.
36'
30' 6' R/W WIDENING
0' TO 6'

STREET WIDENING

RECONSTRUCT
EX. CONC. DRAIN
EX. CONC.

DRAIN
SLOPE 5:1 (MAX)
2-4" Ø

PVC PIPE
MIN 8" COVER
EX. 2-4" Ø

PVC PIPE
N.T.S.

EX. BUILDING FACE
EX. R/W
PROP. R/W
6' TO 7.5' 3.5'
3/8"
LIP
A 2'
3/8"

LIP SAW CUT LINE
PROP.

PAVEMENT
3/8"
LIP
3/8"
LIP
8 12" ENGINEERED FILL

GEOGRID
10 3/8"
LIP
3 3/8"
LIP
12" ENGINEERED FILL
3 GEOGRID
6 5
4 12" ENGINEERED FILL
GEOGRID 3
12" ENGINEERED FILL
6 5
4 GEOGRID
12" ENGINEERED FILL
3 A
6% MAX

PCC RETAINING CURB

INSTALL BASE PER CITY OF
INDUSTRY STD. PLAN NO. 115
19 0.5% - 2.5% 0.5% - 2.5%
6 5 4

0.5% - 2.5% 0.5% - 2.5%

0.5% - 2.5% 0.5% - 2.5% 0.5% - 2.5% 0.5% - 2.5%
6 5
4 3

0.5% - 2.5% 0.5% - 2.5%
6 5
4 GEOGRID

REGRADE EXISTING

GROUND AS NEEDED
SLOPE 5:1 (MAX) 12" MIN
D
6"
MIN
3 5/12/2022

Page 114 of 238 ends

CONSTRUCTION NOTES
23 CONSTRUCT CATCH BASIN WITH GRADING PER DETAIL F. CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO.

INDUSTRY STD. PLAN NO. 213.

CONSTRUCT PARKWAY DRAIN NO. 2 PER CITY OF INDUSTRY STD. PLAN NO. 214, NO. OF PIPES PER PLAN.
13 429.25 FS 100% SUBMITTAL BID SET

Plans Prepared by:
www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways
Land Development Rail Structures Traffic Transit Transportation (423.86) FS STA. 23+19.41 - DWY 6' 422.75 BX, 422.67 FL, 422.83 LIP STA. 23+38.41 423.30 TX, 422.63 FL, 422.79 LIP STA. 18+77.16 - DWY STA. 15+68.28 - DWY 423.08 BX, 423.00 FL, 423.32 LIP STA. 23+00.41 423.71 TX, 423.04 FL, 423.20 LIP 0 SCALE: 1" = 10'
10 5 10
4' 4' (424.27) FS 10.0% 10.0% 427.55 BX, 427.47 FL, 427.63 LIP STA. 18+96.16 428.23 TC 428.07 TX, 427.41 FL, 427.57 LIP 428.03 BX, 427.95 FL, 428.11 LIP STA. 18+58.16 428.68 TX, 428.01 FL, 428.17 LIP 4' 11.7% 8.0% STA. 23+51.13 422.49 FL

YUM YUM DONUTS

EDGE OF
GUTTER

TOP OF CURB

BACK OF CURB

PCC RETAINING
CURB

PROPERTY LINE

EDGE OF PCC/
PEDESTRIAN RAMP WALL PCC SDWK 38" 34"

WATER COMPANY TO RELOCATE FIRE
HYDRANT 18" FROM TOP OF CURB TO
ALLOW 36" CLEARANCE TO RET. WALL.
(429.65) FS
4' 428.68 BX, 428.59 FL, 428.77 LIP STA. 15+51.39 429.23 TX, 428.56 FL, 428.69 LIP 4' STA. 15+84.77 429.44 TX, 428.77 FL, 429.95 LIP 428.85 BX, 428.75 FL, 429.04 LIP (429.62) FS 429.56 FS
429.35 FS 25" 2.0%
429.08 FS 2.0%6' 3.5'
423.54 FS 423.36 FS 423.68 FS 423.95 FS 3.5' (427.74) FS428.25 FS 428.10 FS
(428.99) FS
428.51 FS 428.80 FS
4' 6' 3.5'9.15% 9.15% 10.3%5.4% 7.7%

NOT TO SCALE

PCC RETAINING
CURB
EX. CONCRETE RAMP 30' 24'STA. 23+56.13 422.45 FL STA. 23+39.81 422.62 FL

0.55%

1.74%

0.55% STA. 23+44.81 422.58 FL
0 SCALE: 1" = 5'
5 2.5 5
0 SCALE: 1" = 5'
5 2.5 5 STA. 21+14.22 425.54 TC 424.87 FL STA. 21+06.49 425.61 TC 424.94 FL 426.23 FS 426.92 FS (427.61) PAD (427.66) PAD 426.98 FS 426.30 FS
0 SCALE: 1" = 5'
5 2.5 5 STA. 17+95.60 429.74 FL STA. 18+01.64 429.68 FL 0 SCALE: 1" = 5'
5 2.5 5 6.25'
5' 6.3' 5' 20"

7.5'
6' STA. 23+74.43 422.25 FL STA. 23+64.43 422.36 FL STA. 23+71.43 422.29 FL STA. 23+67.43 422.33 FL

0.92%

1.05%

0.92%
3' 4' 3'
5' 27" 2.5' STA. 19+62.31 426.45 FL STA. 19+52.31 426.60 FL STA. 19+59.31 426.50 FL STA. 19+55.31 426.55 FL

1.28% 1.45% 1.28%
3' 4' 3'
5' 24" 2.5' 2' 2' 2'
3 RISER'S AT
8" HT.
"A"
"A"
EXIST

TRANSFORMER
PAD.

NOT TO SCALE
16" 12"

TOP OF CONCRETE
BLOCK SLOUGH WALL 2' 8"
3 RISER'S AT
8" HEIGHT.
12" 12"

3.35' 8" 8"
(427.61) PAD
426.92 FS
426.23 FS
425.54 TC

SAN JOSE AVENUE
425.56 FS
426.25 FS
426.94 FS STA. 14+96.12 - DWY
4' 428.92 BX, 428.84 FL, 429.01 LIP STA. 14+77.12 429.53 TX, 428.86 FL, 429.09 LIP 4' STA. 15+15.12 429.36 TX, 428.69 FL, 428.94 LIP 428.79 BX, 428.71 FL, 428.88 LIP 2.0% 2.0%6' 4' (430.15) FS 429.65 FS 14.2%
429.19 FS 429.32 FS
(429.62) FS
429.48 FS 8.3%

1.01%

0.99% 6'
STA 13+02.13 STA 19+09.36 427.78 TX, 427.21 FL STA 19+15.34 427.77 TX, 427.11 FL 2'

1.4'

0.7'
(427.77) FS(428.23) FS
23 13 2-4" PVC
PIPES
(429.64 FS)
428.95 INV
4 "PRE-CAST CONCRETE CATCH BASIN. INSTALL PRE-CAST CONCRETE BASE OR POURED-IN-PLACE CONCRETE BASE TO MATCH FLOW LINE OF PIPE.

INSTALL PARKWAY GRATE AS SHOWN HEREON. BOLT DOWN GRATE TO FRAME FOR ANTI-THEFT PURPOSE. PLACE AN EXPANSION JOINT AROUND CATCH BASIN WHERE IT ABUTS ADJACENT CONCRETE SURFACE.
20" TG (SEE PLAN)
24"

CATCH BASIN TO BE FLUSH

WITH ADJACENT PAVEMENT

AROUND ALL SIDES
INV.(SEE PLAN)

PAVEMENT
MIN. 90% COMPACTED SOIL

TRENCH SAND BEDDING

SEE PLAN FOR SIZE &

TYPE OF CONNECTOR
PIPE

TRENCH SAND BEDDING
MINIMUM 6" THICK OF 1/2" CRUSHED ROCK MEETING THE
PROVISIONS OF SECTION 200-1.2 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

FLOW FLOW
DETAIL "F" - CATCH BASIN DETAIL

IN PAVEMENT AREAS
7 NOT TO SCALE VARIES - SEE PLAN 16% 16%16% 16% 11.1%
5/12/2022 Page 115 of 238
25+00 24+00 23+00 22+00 21+00 20+00 6+80
PROTECT IN PLACE.

REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, 1 2
3 4
5 6
7 8

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

EXISTING SCE ELECTRICAL MANHOLE/VAULT/PULL BOX/STRUCTURES TO BE ADJUSTED/RELOCATED TO GRADE BY SCE.

CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 CONSTRUCT CATCH BASIN WITH GRADING PER DETAIL F.
20 21
22 RELOCATE AND ADJUST GTE MANHOLE TO GRADE.

CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO.

INDUSTRY STD. PLAN NO. 213.

CONSTRUCT PARKWAY DRAIN NO. 2 PER CITY OF INDUSTRY STD. PLAN NO. 214, NO. OF PIPES PER PLAN.
13 26 REMOVE EXISTING TREE. SEE LANDSCAPE PLANS
25 PROPOSED STREET LIGHT. SEE STREET LIGHT PLANS.

LEGEND
2-1/2" ASPHALT PAVEMENT (PG 64-10-C)
4" BASE PAVEMENT (PG 64-10-B)

REFURBISH LANDSCAPE AND IRRIGATION SYSTEM, INCLUDING
RELOCATION OF VALVES AND IRRIGATION LINES.
30 CONSTRUCTION NOTES 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.
9 100% SUBMITTAL BID SET

SAN JOSE

CHARLIE ROAD
AVENUE
25+00 24+00 23+00 22+00 21+00 20+00
422
420
424
426
428
430
422
420
424
422
420
424
424
426
428
424
426
428 MATCH LINE - STA. 19+50.00 SEE SHEET NO. 6 76' 38' 38' 32' 6' 32' 6' 72' 36' 36' 30' 6' 30' 6' 1 ELEC.

PB
20 26
26 1 ELEC.
26 PANEL
26 1
1 PB
1 TSP 1 TSP
21 22
20 21
1 22
1 MH
1 PB
1 SIGN
3 4
5 6
1 ELEC.

PANEL
1 PB
13 13 STA. 24+31.81 JOIN MATCH EX. C&G STA. 23+19.41 - DWY W=30', X=4', t=8" 9 EX. R/W
EX. R/W
EX. R/W
8 TYPE A2
638.02 FT
8 TYPE A2
638.02 FT

SAW CUT & MATCH
EX. AC PVMT
1 1 1
SAN JOSE AVENUE STA. 20+66.92 =
CHARLIE ROAD STA. 6+80.13

SAWCUT AND MATCH
EX. AC PAVEMENT

SAWCUT AND MATCH
EX. AC PAVEMENT
WV
22 30
WM
SEE DETAIL "B"
ON SHEET 3.
2 PIPES
28 CHARLIE RD.
(422.62) TC(421.97) FL
(423.09) TC(422.48) FL
(423.66) TC(423.02) FL
(424.21) TC(423.55) FL
(424.84) TC(424.19) FL
(425.35) TC(424.71) FL
(425.24) TC(425.04) FL
(426.66) TC(426.01) FL
(426.81) TC, (426.74) FL
(422.26) ES
(422.21) ES 422.69 FS (422.54) ES
(422.11) TC(421.45) FL
(422.10) TC(421.42) FL 422.65 TC 421.98 FL

EXISTING S'LY

FLOWLINE

EXISTING S'LY
TOP OF CURB STA. 24+31.81 - GB JOIN/MATCH EX. PAVEMENT (422.33) FS

EXISTING N'LY

FLOWLINE

EXISTING N'LY
TOP OF CURB STA. 24+31.81 - JOIN/MATCH EX. CURB AND GUTTER (422.32) TC, (421.65) FL

EXISTING SURFACE
@ ST. CENTERLINE

PROPOSED FS
@ ST. CENTERLINE 423.25 FS (423.25) ES 423.82 FS (423.79) ES 424.36 FS (424.41) ES 424.86 FS (424.91) ES 425.35 FS (425.34) ES 425.82 FS (425.78) ES 426.29 FS (426.28) ES

PROPOSED N'LY

FLOWLINE

PROPOSED N'LY
TOP OF CURB 426.79 FS (426.75) ES
427.37 FS, (427.34) ES 427.30 TC, 426.63 FL 426.19 TC 425.51 FL 426.70 TC 426.03 FL 425.67 TC 425.00 FL 425.18 TC 424.51 FL 424.69 TC 424.02 FL 424.20 TC 423.53 FL 423.18 TC 422.51 FL STA. 22+70.68 - GB 424.15 FS -1.13%
-1.00% STA. 21+69.88 - GB 425.16 FS
-0.94% STA. 20+44.27 - GB 426.34 FS STA. 19+67.83 - GB 427.11 FS -1.01%
-1.05%
-1.09%
-0.98%
-1.02% STA. 23+38.41 - GB 423.30 TX, 422.63 FL STA. 23+00.41 - GB 423.71 TX, 423.04 FL STA. 23.34.41 422.75 BX, 422.67 FL STA. 23.04.41 423.08 BX, 423.00 FL -1.44% STA. 20+96.22 - GB 425.72 TC, 425.05 FL STA. 19+71.31 - GB 426.99 TC, 426.32 FL -1.46%

EXISTING N'LY

SURFACE
EX. R/W
30 30 30
7 REGRADE EX. LANDSCAPE SLOPE. MAX NOT TO
EXCEED 2:1 SLOPE. SEE LANDSCAPE PLANS.

SEE DETAIL "B"
ON SHEET 3.
2 PIPES
2 DWY
1 TREE
1 TREE
1 TREE
4 3 5 6
4 3 5 6
1 EX. C&G
1 EX. C&G
EX. R/W
1 EX. C&G
2 C&G 2 C&G
28 2 NATIVE
32 4" AC PAVEMENT (PG-64-10-B) OVER
6" CAB.
26 STUMP 1 TREE
28 GTE MH
22 JOIN EXIST GRADE
2 ST. LT.
(-0.51%)
(-1.18%) 30.89' STA. 24+11.47 STA. 24+11.71

SEE DETAIL
DWG ON
SHEET 4

SEE DETAIL DWG ON
SHEET 4
SEE DETAIL DWG ON SHEET 4 STA. 24+22.74 ANGLE POINT
5 25
25 25
25 5/12/2022

Page 116 of 238 ends

19+00 18+00 17+00 16+00 15+00 14+00
PROTECT IN PLACE.

CONSTRUCTION NOTES
REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB 1 2
3 4
5 6
CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.
7 8
9 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, INCLUDING CRUSHED AGG. BASE.

INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.

REMOVE AND RECONSTRUCT PARKWAY DRAIN NO. 1 PER CITY OF

CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF INDUSTRY STD. PLAN NO. 212.
10 11
CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO. 110-2, TYPE B, AND PER DETAIL "A" ON SHEET NO. 3, INCLUDING CRUSHED AGG. BASE. WIDTH(W), WING(X), AND THICKNESS(t) PER PLAN.

NO. 214, NO. OF PIPES PER PLAN.

INSTALL YELLOW SURFACE MOUNTED TRUNCATED DOME MAT PER
14 NO. 618-3, TYPE PER PLAN. (145 LF)

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

EXISTING SCE ELECTRICAL MANHOLE/VAULT/PULL BOX/STRUCTURES TO CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 20 19
26 REMOVE EXISTING TREE. SEE LANDSCAPE PLANS
25 PROPOSED STREET LIGHT. SEE STREET LIGHT PLANS. SPPWC STD. PLAN NO. 115-5.

ADJUST MANHOLE FRAME AND COVER TO GRADE PER SPPWC STD. PLAN NO. 205-2.

CONSTRUCT TYPE B METAL HAND RAIL PER SPPWC STD. PLAN NO. 606-4. 16 2-1/2" ASPHALT PAVEMENT (PG 64-10-C)
4" BASE PAVEMENT (PG 64-10-B)
LEGEND
REMOVE AND RECONSTRUCT PARKWAY DRAIN NO. 1 PER CITY OF
INDUSTRY STD. PLAN NO. 213.

STD. PLAN NO. 212.

CONSTRUCT PARKWAY DRAIN NO. 2 PER CITY OF INDUSTRY STD. PLAN 12 ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

EXISTING SCE ELECTRICAL MANHOLE/VAULT/PULL BOX/STRUCTURES TO BE ADJUSTED/RELOCATED TO GRADE BY SCE.
21 23 CONSTRUCT CATCH BASIN WITH GRADING PER DETAIL F. 100% SUBMITTAL BID SET

Plans Prepared by:
www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways
Land Development Rail Structures Traffic Transit Transportation SEE SHEET NO. 5 MATCH LINE STA - 19+50.00 MATCH LINE- STA - 14+00.00 SEE SHEET NO. 7 SAN JOSE 0
SCALE: 1" = 20'
AVENUE 20 10 20
19+00 18+00 17+00 16+00 15+00 14+00 72' 36' 36' 6' 30' 30' 6' 60' 30' 30' 6' 24' 24' 6' 428
426
430
426
428
430
428
430
432
426
428
430
428
430
432
428
430
432 MATCH LINE - STA. 19+50.00 SEE SHEET NO. 5 MATCH LINE - STA. 14+00.00 SEE SHEET NO. 7 2 ST. LT.
16 3
4 5 6
20 1
20 STA. 14+96.12 - DWY W=30', X=4', t=8"
14 10
19 8 TYPE A2
149.2 FT
WV
7 26
26 2 ST. LT. STA. 18+77.16 - DWY W=30', X=4', t=8"
9 12
21 EX. R/W
PROP. R/W
EX. R/W
1 2 RET. CURB
RET. CURB
8 TYPE A2
638.02 FT
26 1 C&G
26 (426.81) TC, (426.74) FL 427.37 FS, (427.34) ES 427.30 TC, 426.63 FL (429.77) TC, (429.09) FL
(428.28) TC(427.65) FL
-1.44% STA. 18+96.16 - GB 428.07 TX, 427.41 FL STA. 18+58.16 - GB 428.68 TX, 428.01 FL (429.31) TC(428.65) FL
(429.68) TC(429.50) FL
-1.59% STA. 18+92.16 427.55 BX, 427.47 FL STA. 18+62.16 428.03 BX, 427.95 FL (429.65) TC(428.97) FL
(429.26) TC(428.54) FL
(429.42) TC(428.77) FL STA. 18+95.84 - GB 428.16 FS
-1.46% 429.16 FS (429.12) ES
429.75 FS, (429.66) ES 429.61 FS (429.61) ES STA. 14+47.20 - GB 429.63 FS -0.74% -0.25% 429.26 FS (429.26) ES STA. 14+96.31 - GB 429.27 FS -0.27% STA. 16+01.51 - EVC/GB 429.32 FS STA. 15+71.49 - BVC/GB 429.07 FS 429.13 FS (429.03) ES

1.95% STA. 16+21.60 - BVC/GB 429.71 FS STA. 17+21.60 - EVC/GB 430.56 FS

PROPOSED FS
@ ST. CENTERLINE 429.66 TC 428.96 FL 429.80 TC, 429.13 FL (429.95) TC(428.91) FL
(430.60) TC(429.92) FL
(429.59) TC(428.91) FL STA. 18+45.84 - GB 429.24 TC, 428.57 FL -4.55% STA. 18+10.35 - GB 430.26 TC, 429.59 FL
-2.87% STA. 17+31.24 (430.45) TX, (429.95) FL STA. 17+26.96 (430.03) BX, (429.93) FL STA. 17+68.24 (430.02) FS STA. 17+57.82 (430.11) FS STA. 16+96.93 (429.97) BX, (429.85) FL STA. 16+93.04 (430.50) TX, (429.82) FL

EXISTING S'LY

FLOWLINE

EXISTING S'LY

TOP OF CURB

EXISTING N'LY

FLOWLINE

EXISTING N'LY

TOP OF CURB

PROPOSED N'LY

FLOWLINE

PROPOSED N'LY
TOP OF CURB STA. 17+51.60 RR STA. 17+61.88 RR STA. 17+47.22 (430.44) ES STA. 15+84.77 (429.44) TX, (428.77) FL STA. 15+81.70 428.85 BX, 428.75 FL STA. 15+51.39 429.23 TX, 428.56 FL STA. 15+15.12 429.36 TX, 428.69 FL STA. 15+11.16 428.79 BX, 428.71 FL STA. 14+77.12 429.53 TX, 428.86 FL STA. 14+80.85 428.92 BX, 428.84 FL

EXISTING SURFACE
@ ST. CENTERLINE STA. 17+57.42 (430.30) FL
-1.01% STA. 17+88.24 430.48 TC, 429.82 FL STA. 17+94.43 - BVC/GB 430.22 FS STA. 17+61.88 - JOIN/GB (430.38) ES STA. 17+51.60 - JOIN/GB (430.48) ES -0.49% STA. 16+45.74 430.12 FS

0.26%
L=100'
V.C. 430.55 FS STA. 16+71.60 - PVI 430.41 FS 430.13 FS
EX. R/W
7 REGRADE EX. LANDSCAPE SLOPE. MAX NOT TO
EXCEED 2:1 SLOPE. SEE LANDSCAPE PLANS. 4.25'
26 2 DWY
1 TREE
2 DWY
26 2 C&G
26 4" AC PAVEMENT (PG-64-10-B) OVER
6" CAB.
20'

UPRR R/W

UPRR R/W
20'

JOIN EXIST GRADE

JOIN EXIST
GRADE 30' 25'
16 26
1 TREE
1 VENT
1 ELECTRICAL
VAULT
1 RAILROAD
SIGNAL
26 1 DRIVEWAY
26 26 26 STA. 18+01.64 STA. 17+95.60 JOIN MATCH EX. C&G 1 VENT STA. 15+55.36 428.68 BX, 428.59 FL STA. 15+68.28 - DWY W=25', X=4', t=8" 14 7
2 DWY

JOIN EXIST
GRADE 1 RAILROAD
SIGNAL
10 1 RAILROAD
PANELS STA. 17+94.43 JOIN

SAWCUT AND MATCH

EXISTING PAVEMENT
4 5 6
3 L/4 L/4 L/4 L/4
25' 25' 25' 25' (430.01) TC (429.34) FL (430.24) TC (429.55) FL 429.20 TC 428.42 FL 1 C&G
1 C&G
SEE DETAIL DWG ON SHEET 4 STA. 17+85.34 STA. 17+75.67
L=30'
V.C. STA. 15+86.51 - PVI 429.15 FS
15' 15'
L/2 L/2 STA. 19+15.34 427.77 TX, 427.11 FL STA. 19+09.36 427.88 TX, 427.21 FL

SEE DETAIL
DWG ON
SHEET 4
-2.18% STA. 18+21.88 - GB 429.77 FS
-1.64%
1 FH
19 RET. CURB
6 23
2 ST.LT.
2 ST. LT.
2 19 RET. CURB
26 -0.39% -0.34%
-0.72% -0.51% STA. 15+38.53 429.25 TX, 428.45 FL STA. 15+49.77 429.20 TX, 428.41 FL -0.44% STA. 15+32.93 429.28 TX, 428.64 FL

PROPOSED S'LY

TOP OF CURB

PROPOSED S'LY

FLOWLINE
25 25
25 25
25 25
25 25
TYPE A2

17.8 FT
25 1
8 TREE
2 5/12/2022 Page 117 of 238
14+00 13+00 12+00 11+00 10+00 9+00
PROTECT IN PLACE.

CONSTRUCTION NOTES
REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB 1 2
3 4
5 6
AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, 8 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, INCLUDING CRUSHED AGG. BASE.

INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.

CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF INDUSTRY 10 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO. 110-2, TYPE B, AND PER DETAIL "A" ON SHEET NO. 3, INCLUDING CRUSHED AGG. BASE. WIDTH(W), WING(X), AND THICKNESS(t) PER PLAN.

NO. 214, NO. OF PIPES PER PLAN.

INSTALL YELLOW SURFACE MOUNTED TRUNCATED DOME MAT PER
14 WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

EXISTING SCE ELECTRICAL MANHOLE/VAULT/PULL BOX/STRUCTURES TO CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 20 SPPWC STD. PLAN NO. 115-5.

ADJUST MANHOLE FRAME AND COVER TO GRADE PER SPPWC STD. PLAN NO. 205-2.

CONSTRUCT TYPE B METAL HAND RAIL PER SPPWC STD. PLAN NO. 606-4. 16 26 REMOVE EXISTING TREE. SEE LANDSCAPE PLANS
25 PROPOSED STREET LIGHT. SEE STREET LIGHT PLANS.

LEGEND
2-1/2" ASPHALT PAVEMENT (PG 64-10-C)
4" BASE PAVEMENT (PG 64-10-B)
CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 7 NO. 618-3, TYPE PER PLAN. (145 LF)

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE 19 CONSTRUCT PCC RETAINING CURB PER DETAIL "D" ON SHEET NO. 3 100% SUBMITTAL BID SET

SAN JOSE
14+00 13+00 12+00 11+00 10+00 9+00
428
430
428
430 430
432
428
430 430
432
430
432 MATCH LINE - STA. 14+00.00 SEE SHEET NO. 6 MATCH LINE - STA. 8+50.00 SEE SHEET NO. 8 432
434
432
434
432
434
16 10
19 STA. 13+08.31 - DWY W=30', X=4', t=8" STA. 12+39.14 - DWY W=30', X=4', t=8" STA. 10+15.48 - DWY W=70', X=4', t=8" 14 14 14 STA. 11+51.71 JOIN MATCH EX. C&G
26 26 26
26 26
2 ST. LT.
20 60' 30' 30' 24' 6' 24' 6' 60' 30' 30' 24' 6' 24' 6'
16 2 LT. ST.
3 4
5 6
16 3 4
5 6
20 10
10 19
3 4
5 6 STA. 12+88.77 JOIN MATCH EX. C&G STA. 11+30.71 JOIN MATCH EX. C&G STA. 10+35.68 JOIN MATCH EX. C&G STA. 08+87.60 JOIN MATCH EX. SDWK 1 ELEC. VAULT STA. 8+60.95 JOIN MATCH EX. C&G
10 19
EX. R/W
EX. R/W EX. R/W
EX. R/W EX. R/W
EX. R/W
8 TYPE A2

31.16 FT
1 FH
2 2
2 2 RET. CURB
7 RET. CURB
RET. CURB
2 RET. CURB
7 2
WM
8 TYPE A2
137.06 FT
8 TYPE A2

95.03 FT
8 TYPE A2

88.88 FT
19 2 RET. CURB
8 TYPE A2
7 20
RET. CURB
FH
RET. CURB
WV
26 26 1 TREE 26 1 TREE 26 (431.83) TC (431.16) FL (431.64) TC (430.98) FL (431.43) TC (430.80) FL (430.18) TC (429.52) FL (429.91) TC (429.25) FL

EXISTING N'LY

TOP OF CURB

EXISTING N'LY
FLOWLINE 431.76 TC 431.12 FL 431.59 TC 430.91 FL (429.77) TC, (429.09) FL 429.75 FS, (429.66) ES 429.87 FS (429.78) ES STA. 13+21.91 - GB 429.94 FS -0.25% 430.01 FS (429.98) ES STA. 12+47.17 - GB 430.19 FS -0.33% 430.39 FS (430.47) ES 430.60 FS (430.63) ES STA. 10+96.86 - GB 430.83 FS -0.43%
-0.75% STA. 10+22.27 - GB 431.39 FS STA. 8+98.53 - GB 431.78 FS 431.18 FS (431.19) ES 431.46 FS (431.47) ES 431.62 FS (431.59) ES -0.32% -0.42%
431.98 FS, (431.98) ES

PROPOSED FS
@ ST. CENTERLINE 430.72 TC 430.05 FL 430.55 TC 429.88 FL 429.80 TC, 429.13 FL 429.95 TC 429.30 FL 431.23 TC 430.57 FL 430.53 TC 429.78 FL STA. 12+88.77 - JOIN/MATCH EX. (430.23) TC, (429.55) FL STA. 12+73.93 430.29 TX, 429.58 FL STA. 12+69.67 429.68 BX, 429.59 FL STA. 12+39.77 429.80 BX, 429.72 FL STA. 12+35.25 430.41 TX, 429.76 FL -0.20% -0.29% STA. 11+51.71 - JOIN/MATCH EX. (430.68) TC, (430.02) FL STA. 11+30.71 - JOIN/MATCH EX. (430.78) TC, (430.13) FL -0.56% STA. 11+29.82 430.77 TX, 430.13 FL STA. 11+25.74 430.24 BX, 430.15 FL STA. 10+71.75 431.12 TX, 430.45 FL STA. 10+75.57 430.51 BX, 430.43 FL STA. 10+35.68 - JOIN/MATCH EX. (431.30) TC, (430.65) FL -0.30% STA. 8+60.95 - JOIN/MATCH EX. (431.95) TX, (431.30) FL STA. 8+56.72 431.45 BX, 431.32 FL STA. 8+59.61 431.94 TX, 431.27 FL STA. 9+76.48 431.51 TX, 430.84 FL STA. 8+55.60 431.37 BX, 431.29 FL STA. 9+80.48 430.91 BX, 430.82 FL STA. 10+54.48 431.05 TX, 430.38 FL STA. 10+50.48 430.50 BX, 430.41 FL STA. 12+20.14 430.48 TX, 429.82 FL STA. 12+58.14 430.27 TX, 429.61 FL STA. 12+24.14 429.88 BX, 429.80 FL STA. 12+54.25 429.71 BX, 429.63 FL STA. 13+27.31 430.04 TX, 429.37 FL STA. 12+89.31 430.09 TX, 429.43 FL STA. 12+93.31 429.51 BX, 429.42 FL STA. 13+23.31 429.46 BX, 429.38 FL

EXISTING SURFACE
@ ST. CENTERLINE 5.5'
26 2 DWY 2 DWY
26 2 DWY
4" AC PAVEMENT (PG-64-10-B) OVER
6" CAB.

JOIN EXIST
GRADE

JOIN EXIST
GRADE
(430.69) TC(430.03) FL 430.89 TC 430.21 FL
7 26
2 ST.LT
-0.34%
8 TYPE A2
165.66 FT

PROPOSED S'LY

TOP OF CURB

PROPOSED S'LY

FLOWLINE
-0.17% -0.58% -0.58% -0.35%
-0.59%
-0.38%
-0.55%

PROPOSED N'LY

TOP OF CURB

PROPOSED N'LY

FLOWLINE

PROPOSED N'LY

FLOWLINE
8 TYPE A2
149.2 FT
25 25 25
25 25
25 25 25

EXISTING N'LY

FLOWLINE
5/12/2022

Page 118 of 238 ends

3+00
8+00 7+00 6+00 5+00 4+00
PROTECT IN PLACE.

CONSTRUCTION NOTES
REMOVE ITEM PER PLAN.

REMOVE AND HAUL EXISTING AC PAVEMENT INCLUDING BASE 20" DEEP.

CONSTRUCT 13-1/2" CAB OVER 12" ENGINEERED FILL, INSTALL TWO LAYERS OF GEOGRID (TENSAR TX7-ONE), ONE LAYER AT BOTTOM OF CAB AND ONE LAYER AT 8" ABOVE SUBGRADE.

CONSTRUCT 4" THICK ASPHALT BASE COURSE (PG-64-10-B).

CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB 1 2
3 4
5 6
CONSTRUCT MODIFIED DRIVEWAY APPROACH PER SPPWC STD. PLAN NO. 110-2, TYPE B, AND PER DETAIL "A" ON SHEET NO. 3, INCLUDING CRUSHED AGG. BASE. WIDTH(W), WING(X), AND THICKNESS(t) PER PLAN.

NO. 214, NO. OF PIPES PER PLAN.

INSTALL YELLOW SURFACE MOUNTED TRUNCATED DOME MAT PER
14 NO. 618-3, TYPE PER PLAN. (145 LF)

WATER STRUCTURE/FIRE HYDRANT/AIR VENTS/WATER METERS BOXES TO BE ADJUSTED/REMOVED/RELOCATED/INSTALLED BY ROWLAND WATER DISTRICT.

LEGEND
2-1/2" ASPHALT PAVEMENT (PG 64-10-C)
4" BASE PAVEMENT (PG 64-10-B)
CONSTRUCT 2-1/2" THICK ASPHALT PAVEMENT SURFACE COURSE (PG 64-10-C).

CONSTRUCT 4" THICK ASPHALT AC PAVEMENT (PG-64-10-B) OVER 6" CAB AT THE BACK OF PROPOSED DRIVEWAY.

CONSTRUCT CURB AND GUTTER PER CITY OF INDUSTRY STD. PLAN NO. 112, TYPE PER PLAN, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN NO. 115, INCLUDING CRUSHED AGG. BASE.

CONSTRUCT DRIVEWAY PER CITY OF INDUSTRY STD. PLAN NO. 114, INCLUDING CRUSHED AGG. BASE. WIDTH(W) PER PLAN.

CONSTRUCT CATCH BASIN LOCAL DEPRESSION PER CITY OF INDUSTRY 7 8
9 10 100% SUBMITTAL BID SET

Plans Prepared by:
www.jmdiaz.com
(626) 820-1136 Fax
(626) 820-1137 Tel
City of Industry, CA 91748
18645 East Gale Avenue, Suite 212
Civil Highways
Land Development Rail Structures Traffic Transit Transportation SEE SHEET NO. 7 MATCH LINE-STA - 8+50.00 AVENUE 0
SCALE: 1" = 20'
SAN JOSE 20 10 20
8+00 7+00 6+00 5+00 4+00 3+00
8 430
430
432
430
432
432 MATCH LINE - STA. 8+50.00 SEE SHEET NO. 7
432
434
432
434
432
434
434
436
434
436
434
436 60' 30' 30' 24' 6' 24' 6' 60' 30' 30' 24' 6' 24' 6' STA. 7+76.41 - DWY W=24', X=4', t=8" 14 STA. 8+40.60- DWY W=30', X=4', t=8"14 STA. 5+81.03 - DWY W=40', X=4', t=8"14 3 4
5 6
2 ST. LT. 2 ST. LT.
1 SCE VAULT
26 26 26
26 26
20 STA. 5+26.93 JOIN MATCH EX. C&G AND SDWK STA. 6+27.65 JOIN MATCH EX. SDWK STA. 6+53.81 JOIN MATCH EX. SDWK STA. 6+76.96 JOIN MATCH EX. SDWK STA. 6+90.96 JOIN MATCH EX. SDWLK STA. 7+10.88 JOIN MATCH EX. C&G AND SDWK STA. 7+97.40 JOIN MATCH EX. C&G AND SDWK 26 20
10 19
8 TYPE A2

29.19 FT
10 19
8 TYPE A2 10
19 10
19 10
19 10
19 8 TYPE A2

86.44 FT
2 ST. LT.
1 TRAF
SIGN
EX. R/W
EX. R/W STA. 7+00.72 JOIN MATCH EX. C&G
7 7
7 STA. 4+76.62 JOIN MATCH EX. SDWK
2 STA. 4+93.38 JOIN MATCH EX. SDWK
RET. CURB 2 RET. CURB
RET. CURB 2
9 RET. CURB 2
RET. CURB 2
TYPE A2
160.32 FT 8 STA. 4+70.07 JOIN/MATCH EX. PCC PAVEMENT
EX. R/W 1 TRAF
SIGN
X=4'
1 WV
(433.48) TC(432.90) FL
(433.43) TC(433.37) FL
(433.17) TC(432.51) FL
(432.97) TC(432.30) FL
(432.79) TC(432.12) FL
(433.63) ES STA. 4+70.07 - JOIN/MATCH EX. PAVEMENT (433.45) FS 433.32 FS (433.35) ES 433.46 TC 432.82 FL (433.86) TC (433.22) FL 432.55 TC 431.88 FL 432.73 TC 432.06 FL 432.94 FS (432.96) ES 433.12 FS (433.15) ES 432.58 FS (432.59) ES 432.76 FS (432.76) ES 432.40 FS (432.40) ES 431.98 FS, (431.98) ES 432.19 FS (432.17) ES STA. 7+44.97 - GB 432.42 FS STA. 5+36.16 - GB 433.17 FS -0.42%
-0.36%
-0.42%

EXISTING SURFACE
@ ST. CENTERLINE

PROPOSED FS
@ ST. CENTERLINE

EXISTING N'LY

TOP OF CURB

EXISTING N'LY
FLOWLINE 432.38 TC 431.74 FL STA. 7+05.38 432.60 TX, 431.91 FL STA. 7+09.22 431.98 BX, 431.90 FL STA. 7+39.46 431.80 BX, 431.77 FL STA. 7+43.36 432.41 TX, 431.77 FL STA. 8+00.00 432.16 TX, 431.54 FL STA. 8+06.63 431.57 BX, 431.51 FL

EXISTING S'LY

TOP OF CURB

EXISTING S'LY
FLOWLINE STA. 6+05.03 432.89 TX, 432.21 FL STA. 6+01.03 432.32 BX, 432.23 FL STA. 5+61.03 432.51 BX, 432.42 FL STA. 5+57.03 433.11 TX, 432.45 FL STA. 7+60.41 432.34 TX, 431.67 FL STA. 7+64.41 431.74 BX, 431.66 FL STA. 7+88.41 431.65 BX, 431.56 FL STA. 8+21.60 432.11 TX, 431.42 FL STA. 7+92.41 432.22 TX, 431.54 FL STA. 8+25.60 431.49 BX, 431.41 FL MATCH EX. PCC PAVEMENT
(-0.90%)
(-0.37%)
26 26
1 BOLLARD
1 BOLLARD
1 BOLLARD 1 BOLLARD
2 DWY
26 2 DWY
WING
26 4" AC PAVEMENT (PG-64-10-B) OVER
6" CAB.

JOIN EXIST
GRADE

JOIN EXIST
GRADE
26 1 FH
2 ST. LT.

SIGN POST
2 8 TYPE A2
155.37 FT

PROPOSED S'LY

TOP OF CURB

PROPOSED S'LY
FLOWLINE 432.18 TC 431.51 FL 433.14 TC 432.49 FL
-0.40% -0.40% -0.37% -0.35%
-0.47% -0.66% STA. 4+79.62 - JOIN/MATCH EX. (433.61) TC, (432.96) FL -0.39% -0.39% -0.43% STA. 7+00.71 - JOIN/MATCH EX. (432.61) TC, (431.93) FL 25 25 25 25
25 25 25 25
25 PROPOSED N'LY

TOP OF CURB

PROPOSED N'LY

FLOWLINE
5/12/2022

Page 119 of 238 ends

PROTECT EXISTING STRIPING/LEGEND IN PLACE.

SIGNING AND STRIPING NOTES
INSTALL 6-INCH WHITE LANE LINE PER CALTRANS STD. PLAN NO.

A20A, DETAIL 9.
2 1
4 INSTALL 6-INCH DOUBLE YELLOW PER CALTRANS STD. PLAN NO.

A20A, DETAIL 22.
6 INSTALL 6-INCH DOUBLE YELLOW MEDIAN ISLAND PER CALTRANS STD. PLAN NO. A20B, DETAIL 29.
7 9
10 INSTALL 8-INCH SOLID WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN NO. A20D, DETAIL 38.

INSTALL PAVEMENT MARKING ARROWS PER CALTRANS REVISED
STD. PLAN NO. A24A. TYPE PER PLAN.

REMOVE STRIPING AND MARKING BY WET SANDBLASTING.
14 3
PAINT CURB "RED". (LENGTH AS INDICATED)
INSTALL TWO-WAY LEFT TURN LANE PER CALTRANS STD. PLAN NO.

A20B, DETAIL 32.
8 11
12 INSTALL 24-INCH WIDE SOLID WHITE LIMIT LINE SET 15-FEET FROM RAILROAD CANTILEVER CENTER OF POLE.

INSTALL PAVEMENT LEGEND PER CALTRANS STD. PLAN NO. A24B.

INSTALL 12-INCH YELLOW DIAGONAL LINE.
13 5 INSTALL 6-INCH WHITE EDGELINE PER CALTRANS STD. PLAN NO.

A20B, DETAIL 27B.
15 INSTALL 12-INCH WHITE LINE.

SAN JOSE AVENUE
(30MPH) CHARLIE ROAD SEE ABOVE RIGHT MATCH LINE

SAN JOSE AVENUE
(30MPH)
NOGALES STREET STA. 4+70.07 JOIN EX. STRIPING SEE PLAN AND PROFILE SHEETS 1 3 3 3
3 3 3
3 3 3
3 8 100'
3 2
3 13' 11' 11' 13' 13' 11' 11' 13' 13' 11' 11' 13'
2 3
50'
3 2
3 2
3 6
125'
TRANSITION 18' 14' 14' 18' 13' 11' 12' 11' 13' 13' 11' 12' 11' 13' 13' 11' 12' 11' 13' 2 4
4 7 12 11 4
7 STA. 26+72.72 JOIN EX. STRIPING SEE PLAN AND PROFILE SHEETS 6 72'
50'
9 TYPE IV (L)
11 2
10 13' 11' 11' 13' 13' 11' 11' 13'
11 145' 6
LEGEND
14 93' 14 404'
14 94'
26' 14
163' 14 36' 14 150' 14
32' 14 166' 14 29' 14 155' 14 87' 14
14 105' 14 59' 14 236'
14 117' 14
14 211'
0 SCALE: 1" = 40'
40 20 40

EXISTING CONCRETE

PAVEMENT
13 13
10 100'
W10-1 13'11'
104' 4
5 60'
50'
50'
110'
TRANSITION 11' 13'
TYPE IV (L) 9
44'
14 419'
250'
180'
102'

TRANSITION
68' 90'
157'
EXIST. RAILROAD CANTILEVER
15'
15'
EXIST. RAILROAD CANTILEVER
TYP 16

PAVEMENT CHANNELIZER
40' 20' 5
100'
5 11
14 1
EXIST. PRIVATE SIGN
17 1

S EX TRAFFIC SIGNAL
EXIST. R2-1 (30) SIGN
9 5/12/2022

Page 120 of 238 ends

Page 121 of 238 ends

Page 122 of 238 ends

Page 123 of 238 ends

Page 124 of 238 ends

JOB NO. CITY - MP 08-09 SHT. OF
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
14 LANDSCAPE PLANS

CITY OF INDUSTRY, CA

IRRIGATION PLAN

LANDSCAPE DETAILS

SPECIFICATIONS
COVER SHEET SHEET 1
SHEET 12-14
SHEET 11
SHEET 2 - 3

SHEET INDEX
PLANTING PLANS SHEET 5-6

CITY OF INDUSTRY IMPROVEMENT PROJECT
HYDROZONE MAP / WATER USE CALCULATIONS SHEET 10

SAN JOSE AVENUE RECONSTRUCTION

FROM CHARLIE ROAD TO NOGALES STREET

VICINITY MAP
NORTH
IRRIGATION LEGEND & RECYCLED WATER NOTES SHEET 4
PLANTING LEGEND & NOTES SHEET 7

PROJECT LOCATION
EXISTING TREE PLANS SHEET 8-9
1

Page 125 of 238 ends

A
B
1"
A-1 9.62
1"
A-2 19.4
1"

18.5 A-3
2"
- A-4
1 1
2" 34.5 A-5
1"

18.1 B-1
1"
B-3 18.9
1"
B-4 3.94
2"
B-2 -
1"
B-5 13.3
JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH

IRRIGATION PLAN
0 40 feet
1" = 20'
20 60 80

PROPOSED CURB
MATCHLINE "A" SEE BELOW LEFT
MATCHLINE "A" SEE ABOVE RIGHT

SAN JOSE AVENUE

EXISTING BUILDING

EXISTING CURB TO BE REMOVED

RAILROAD TRACK

EXISTING PARKING LOT

EXISTING TRANSFORMER

EXISTING BUILDING

EXISTING MAINLINE TO REMAIN

AT THIS LOCATION

CONTRACTOR TO RELOCATE MAINLINE AND IRRIGATION EQUIPMENT BEHIND PROPOSED CURB AND IN PLANTER TYPICAL. CONTRACTOR

TO FIELD VERIFY EXISTING MAINLINE SIZE AND REPLACE WITH SAME SIZE - MINIMUM 2"

EXISTING MAINLINE TO REMAIN

AT THIS LOCATION

EXISTING PARKING LOT
MATCHLINE SEE SHEET L-3
NOTE: FOR IRRIGATION LEGEND SEE SHEET 4
NOTE: CONTRACTOR TO UTILIZE EXISTING IRRIGATION
SYSTEM TO IRRIGATE PROPOSED TREES. CONTRACTOR TO

REPAIR EXISTING SYSTEM WHERE NECESSARY IN ORDER
TO IRRIGATE TREES.
2

Page 126 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH
IRRIGATION PLAN 0 40 feet
1" = 20'
20 60 80
NOTE: FOR IRRIGATION LEGEND SEE SHEET 4
MATCHLINE SEE SHEET L-2
MATCHLINE SEE "A" THIS SHEET
MATCHLINE SEE "A" THIS SHEET

SAN JOSE AVENUE

EXISTING BUILDING

SAN JOSE AVENUE

NOGALES STREET

SCE VAULT EXISTING R/W

EXISTING R/W

EXISTING R/W
NOTE: CONTRACTOR TO UTILI=E EXISTING IRRIGATION
SYSTEM TO IRRIGATE PROPOSED TREES. CONTRACTOR TO

REPAIR EXISTING SYSTEM WHERE NECESSARY IN ORDER
TO IRRIGATE TREES. 3

Page 127 of 238 ends

SYMBOL DESCRIPTION PRECIP PSI GPM
EXISTING IRRIGATION TO REMAIN - PROTECT IN PLACE 1.85 in/h 30 493

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
Rain Bird RD-12-S-P30-F-N-U U8 Series

12.0" Pop-Up, with 30 psi in-stem pressure regulation,
Seal-A-Matic check valve, Flow-Shield Technology, and
Non-Potable Cover (purple cap). 1/2" NPT female threaded inlet. 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird XCZ-100-PRB-COM
Drip Control Kit, 1" PESB valve, 1" Basket Filter, and 40psi Pressure Regulator, 1" Ball Valve located in a Recycled Water Purple Valve Box.

Toro T-FCH-H-FIPT
Flush Valve, plumbed to flush manifold at low point. Install in round purple (Recyled Water) valve box.

Rain Bird ARV075
3/4" Air Relief Valve, made of quality rust-proof materials, with a

6.0" drip valve box (SEB 7XB emitter box). Use with installation below soil. The valve will allow air to escape the pipeline, thus preventing water hammer or blockage. Install in round purple (Recyled Water) valve box.

Circular Dripline for Medium Water Trees
Rainbird XFSP-09-12 (12) in a double circular pattern around trees. See typical dripline details.

Area to Receive Dripline
Rain Bird XFSP-09-18 (18) Recycled Water Purple
Landscape Dripline with Copper Shield, 0.92gph emitters at 18" o.c. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. See Details on Sheet L-13

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Existing Control Valve
Existing Remote Control Valve to be replaced and relocated to new location shown on plan
Existing Remote control valve to remain
Contractor to protect in place.

Rain Bird PEB
Electric Remote Control Valve in Recycled Water Purple Valve Box. - Contractor to replace existing valves and connect into existing control wires and controller. Contractor to field verify existing valves since As-Built Irrigation Plans are unavailable.

Rain Bird 33-DNP
3/4" Non-potable Quick Coupler Valve, two piece body located in a purple recycled water round valve box.

Nibco T-113
Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Located in purple recycled water round valve box
Existing Irrigation Controller to Remain
Existing Irrigation Controller to Remain
Hayward Basket Strainer - Line Size
Haward Basket Strainer #72 Cast Iron with 200 Mesh Located in a Rectangular Recycled Water (Purple) Valve Box
Water Meter 1-1/2"
Irrigation Lateral Line: PVC Class 200 SDR 21
PVC Class 200 Recycled Water Purple Lateral Pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size.

Irrigation Mainline: PVC Schedule 40 and Class 315
PVC - Recycled Water Purple Mainline Schedule 40 to 1-1/2", PVC Class 315 SDR 13.5 for pipes 2" and larger.

Irrigation Mainline: Existing Mainline to be relocated.

Contractor to relocate existing mainline behind new street curb or sidewalk. Contractor to verify size of existing mainline and replace with same size (Minimum 2").

Irrigation Mainline: Existing Mainline to Remain
Contractor to protect in place. If damaged during construction contractor to repair and or replace.

A
B

IRRIGATION SCHEDULE

TORO DRIP FLUSH CAP IN A ROUND VALVE BOX -

LOCATE AT BOTH ENDS OF THE SYSTEM
CONTRACTOR TO INSTALL (1) RAINBIRD AIR/VACUUM RELIEF VALVE

IN A ROUND VALVE BOX AT THE HIGHEST ELEVATION OF EACH PLANTER IN EACH VALVE SYSTEM WHERE SUBSURFACE DRIP LINE IS USED.

WHEN A SUBSURFACE DRIP VALVE SERVICES SEPARATE PLANTERS, EACH MUST HAVE ITS OWN RELIEF VALVE.

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14

IRRIGATION LEGEND / NOTES
ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER UF #14 DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE, THE IRRIGATION CONTRACTOR MUST OVERSPRAY ONTO WALKS AND WALLS/FENCES AS MUCH AS POSSIBLE.

ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS.

RAINBIRD DRIP LINE SHALL BE INSTALLED 4" BELOW GRADE (NOT INCLUDING MULCH COVER)

FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT

FINAL LOCATION OF AUTOMATIC CONTROLLER AND THE BACKFLOW PREVENTER SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT.

PERFORMANCE AND TO PREVENT OVERSPRAY AS MUCH AS POSSIBLE.

IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERCEDE ALL THE ABOVE DIMENSIONS.

THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN

DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF NON-PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT.

IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL

MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER AND BACKFLOW PREVENTER TO

BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER

ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF LOCATION OF P.O.C. IS ONLY DIAGRAMATIC. LOCATION MUST BE VERIFIED IN FIELD.

REQUIRED TO OPERATE SYSTEMS.

19. 16.

18. 17.

14. 15.

LINE PIPING WHERE POSSIBLE.

12. 13.

11. ALL SHRUBBERY-TYPE HEADS ADJACENT TO WALKS SHALL BE INSTALLED AS LOW AS NECESSARY TO PREVENT ANY DAMAGE TO IRRIGATION SYSTEM.

MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGTHE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE

IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE, CONTRACTOR MUST MAKE IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES.

ADJUSTMENTS IN THE FIELD TO INSURE ADEQUATE COVERAGE.

SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON

BASED ON LANDSCAPE AND GRADING DRAWINGS IN EFFECT AT THE TIME THESE DRAWINGS SYSTEM GIVING FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE

CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD DRAINAGE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION.

CHANGES OCCUR, ADD OR DELETE SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY, THE CONTRACTOR MAY, WHERE

IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION ATION CONTRACTOR AT NO COST TO THE OWNER.

IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED.

CONTROLLER.

9. 10.

7. 6.

8. OCCURS.

AND FULL COVERAGE.

LOCATE ALL VALVES IN PLANTING AREAS.

3. 5.

4. 2.

1. - EXISTING RECYCLED WATER METER FOR LANDSCAPE IRRIGATION NOTE: CONTRACTOR TO UTILIZE EXISTING IRRIGATION
SYSTEM TO IRRIGATE PROPOSED TREES. CONTRACTOR TO

REPAIR EXISTING SYSTEM WHERE NECESSARY IN ORDER
TO IRRIGATE TREES.
4

Page 128 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH

PLANTING PLAN
0 40 feet
1" = 20'
20 60 80

PROPOSED CURB
MATCHLINE "A" SEE BELOW LEFT
MATCHLINE "A" SEE ABOVE RIGHT

SAN JOSE AVENUE

EXISTING BUILDING

EXISTING CURB TO BE REMOVED

RAILROAD TRACK

EXISTING PARKING LOT

EXISTING TRANSFORMER

EXISTING TRANSFORMER
NOTE: FOR PLANTING LEGEND SEE SHEET 7
3/4" NATURAL COLORED GRAVEL

OVER WEED BARRIER
4" WIDE CONCRETE MOW STRIP SEPARATING
GRAVEL FROM GRASS OR SHRUB AREA TYP.

MATCHLINE SEE SHEET L-6
5

Page 129 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH
PLANTING PLAN 0 40 feet
1" = 20'
20 60 80
MATCHLINE SEE SHEET L-5
MATCHLINE SEE "A" THIS SHEET
MATCHLINE SEE "A" THIS SHEET

SAN JOSE AVENUE

EXISTING BUILDING

SAN JOSE AVENUE

NOGALES STREET

SCE VAULT EXISTING R/W

EXISTING R/W

EXISTING R/W
EXISTING R/W 6
NOTE: FOR PLANTING LEGEND SEE SHEET 7

Page 130 of 238 ends

TREES BOTANICAL / COMMON NAME CONT WUCOLS QTY
Existing Tree to Remain- Protect in Place Existing 21
Lagerstroemia x `Muskogee` / Lavender Crape Myrtle Std. 24"box Med 54

SHRUBS BOTANICAL / COMMON NAME CONT WUCOLS QTY
Aloe striata / Coral Aloe 5 gal Low 70
Bougainvillea x `Rosenka` / Bougainvillea 5 gal Low 69
Dodonaea viscosa `Purpurea` / Purple Leafed Hopseed Bush 5 gal LOW 6 Leucophyllum frutescens `Green Cloud` TM / Green Cloud Texas Ranger 5 gal Low 49 Muhlenbergia capillaris `Autumn Blush` / Pink Muhly 5 gal Low 50

SHRUB AREAS BOTANICAL / COMMON NAME CONT WUCOLS SPACING QTY EXISTING SHRUBS & GROUND COVER / TO REMAIN - PROTECT IN PLACE Existing 26,895 sf

GROUND COVERS BOTANICAL / COMMON NAME CONT WUCOLS SPACING QTY Acacia redolens `Desert Carpet` TM / Bank Catclaw 1 gal LOW 48" o.c. 112 Lantana montevidensis `New Gold` / Trailing Lantana 1 gal LOW 36" o.c. 179 Lonicera japonica `Halliana` / Halls Honeysuckle Flowering Vine 1 gal Low 36" o.c. 294

PLANT SCHEDULE
EARTHWORKS (951)782-0260

SHREDDED MULCH NOTE
ALL PLANTER AREAS TO RECEIVE A 3" LAYER OF SHREDDED COVER MULCH AVAILABLE FROM BOTH DIRECTIONS FOR A TOTAL OF 10'

1. ALL TREES WITHIN 8' OF HARDSCAPE SHALL BE IN A SHAWTOWN LINEAR (WRAP AROUND NOT ALLOWED) ROOT BARRIER 24" HIGH LINEAR ROOT BARRIER SHALL BE CENTERED ON TREE AND EXTEND 5' IN

2. NOTE: QUANTITIES AND AREA CALCULATIONS SHOWN IN LEGEND ARE FOR REFERENCE ONLY .

CONTRACTOR REPONSIBLE FOR ALL QUANTITY TAKE-OFFS AND AREA CALCULATIONS FOR DETERMINING COST AND DELIVERY OF MATERIALS TO SITE. NOTE AREA CALCULATIONS DO NOT REFLECT SLOPE FACTORS.

NOTE:

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14

PLANTING LEGEND / NOTES
7

Page 131 of 238 ends

TREES BOTANICAL / COMMON NAME CONT QTY
Existing Tree To Be Removed Existing 49
Existing Tree to Remain- Protect in Place Existing 21

PLANT SCHEDULE
JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH

EXISTING TREE PLAN
0 40 feet
1" = 20'
20 60 80

PROPOSED CURB
MATCHLINE "A" SEE BELOW LEFT
MATCHLINE "A" SEE ABOVE RIGHT

SAN JOSE AVENUE

EXISTING BUILDING

EXISTING CURB TO BE REMOVED

RAILROAD TRACK

EXISTING PARKING LOT

EXISTING TRANSFORMER

EXISTING TRANSFORMER
3/4" NATURAL COLORED GRAVEL

OVER WEED BARRIER
4" WIDE CONCRETE MOW STRIP SEPARATING
GRAVEL FROM GRASS OR SHRUB AREA TYP.

MATCHLINE SEE SHEET L-9
8 NOTE: FOR PLANTING LEGEND SEE SHEET 7

Page 132 of 238 ends

TREES BOTANICAL / COMMON NAME CONT QTY
Existing Tree To Be Removed Existing 49
Existing Tree to Remain- Protect in Place Existing 21

PLANT SCHEDULE
JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH 0 40 feet
1" = 20'
20 60 80
MATCHLINE SEE SHEET L-8
MATCHLINE SEE "A" THIS SHEET
MATCHLINE SEE "A" THIS SHEET

SAN JOSE AVENUE

EXISTING BUILDING

SAN JOSE AVENUE

NOGALES STREET

SCE VAULT EXISTING R/W

EXISTING R/W

EXISTING R/W
EXISTING TREE PLAN 9
NOTE: FOR PLANTING LEGEND SEE SHEET 7

Page 133 of 238 ends

SYMBOL DESCRIPTION QTY
HYDROZONE 1 - DRIP IRRIGATION - LOW WATER USE 1,890 sf
HYDROZONE 2 - OVERHEAD IRRIGATION - LOW WATER USE 7,073 sf

REFERENCE NOTES SCHEDULE
JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14
SCALE 1" = 20'-0"
NORTH

HYDROZONE MAP
0 40 feet
1" = 20'
20 60 80

PROPOSED CURB
MATCHLINE "A"
MATCHLINE "A" SEE ABOVE RIGHT

SAN JOSE AVENUE

EXISTING BUILDING

EXISTING CURB TO BE REMOVED

RAILROAD TRACK

EXISTING PARKING LOT

EXISTING TRANSFORMER
3/4" NATURAL COLORED GRAVEL
4" WIDE CONCRETE MOW STRIP SEPARATING OVER WEED BARRIER GRAVEL FROM GRASS OR SHRUB AREA TYP.

SEE BELOW LEFT
10

Page 134 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig.

R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14

TREE PLANTING DETAIL
IRRIGATION SLEEVE DETAIL 1

IRRIGATION TRENCHING DETAIL

REMOTE CONTROL VALVE
DRIP IRRIGATION REMOTE CONTROL VALVE 2
4 5
6 7
9 BALL VALVE 3

DRIP AIR/VACUUM RELIEF

DRIP FLUSH VALVE
8 12
11 INLINE DRIP LINE TYPICAL LAYOUT

SHRUB PLANTING DETAIL

POP UP SPRAY
10 BASKET STRAINER

1. 2.

4. 5.

3. 7.

8. 6.

PVC main line
Pea gravel
Wrap below grade brass piping w/UPC 10 mil. black pipe wrap (as req'd).

Close nipples shall not be used. PVC Schd 40 union
PVC Schd 40 45° (TYP.)
PVC Schd 40 nipple. C.

Approved rectangular purple (recycled water)
Finish grade A. All piping and fittings shall be pvd schd 40 unless noted otherwise. 6 LEGEND:
4 6
1 2
4 5
4 3
7 plastic valve box with locking cover.

NOTES:
9 Attach purple reclaimed water identification tags
as directed on reclaimed systems.
24" Deep Gravel Sump
Christy ID Tag as required

9. 8
E. Valve Box Lid shall be heat branded to identify strainer 12" DP. 3" 3" MIN. TYP.
11

Page 135 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 12 14

Page 136 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 13 14

Page 137 of 238 ends

JOB NO. CITY - MP 08-09
Know what'sbelow.

Call before you dig. R CITY OF INDUSTRY
INCORPORATED JUNE 18, 1957
P.O. Box 3366, City of Industry, California 91744
Administrative Offices: 15625 Mayor Dave Way
(626) 333-2211
SHT. OF 14 14

Page 138 of 238 ends

Page 139 of 238 ends

Page 140 of 238 ends

Page 141 of 238 ends

ITEM NO. 6.6

Page 142 of 238 ends

MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Mathew Hudson, Director of Public Works
James Cramsie, Sr. Director of Engineering
DATE: April 24, 2025
SUBJECT: Consideration of Award of Contract No. CITY-1531, Grand Avenue Slope Reconstruction and Pavement Rehabilitation from Baker Parkway to Ferrero Parkway, to Sol Construction, Inc., in an amount not to exceed $1,876,542.00, and adopt a Notice of Exemption regarding same Background:

On November 14, 2024, the City Council authorized solicitation of public bids for Grand Avenue Slope Reconstruction and Pavement Rehabilitation from Baker Parkway to Ferrero Parkway project for an estimated cost of $1,860,500.00. This project was bid to procure a contractor to reconstruct an existing roadway slope on the west side of Grand Avenue, north of Baker Parkway. As part of the slope reconstruction, the existing sidewalk, curb and gutter, catch basin will be reconstructed. A portion of the existing street light system will be removed and reinstalled, along with new cabling and service feed connection. As part of this project, the asphalt concrete pavement (“AC”) pavement along Grand Avenue between the UPRR bridges will be coldmill and overlaid. There are two (2) approach slabs that will be removed and reconstructed.

On January 15, 2025, the bid was posted in the City’s PlanetBids™ vendor portal and an email notification was sent to 741 vendors. The bid was viewed by 95 prospective bidders. The appropriate trade journals were notified on January 15, 2025. The bid was advertised on January 17, 2025, and January 24, 2025, in the San Gabriel Valley Tribune. Questions pertaining to the bid were received up until February 14, 2025, at 5:00 p.m. in the City’s Planetbids™ vendor portal.

Discussion:

The bid process closed on March 20, 2025. Nine (9) bids were received. The review of bids has found that Sol Construction, Inc. has submitted the lowest responsive bid and has the relevant experience, qualifications, and licensing necessary to complete this project. Below is a table of

Page 143 of 238 ends

all bidders and their prices.

Bidder Bid Price
JT Construction Group, Inc. $1,690,440.00
Sol Construction, Inc. $1,876,542.00
Sully-Miller Contracting Company $1,998,483.00
Gentry Brothers, Inc. $2,114,325.00
Sequel Contractors, Inc. $2,228,227.50
TTS Engineering, Inc. $2,547,714.81
Aneen Construction Company, Inc. $2,657,244.00
Mike Bubalo Construction Company, Inc. $2,895,470.00
Alfaro Communications Construction, Inc. $3,317,743.75
After review of all bids, the apparent lowest bidder, JT Construction Group, Inc., submitted subcontractor (Puente Construction Inc.) with a Class B – General Building Contractor to perform concrete work. Staff inquired about the specific work to be perform by Puente Construction and JT responded on April 4, 2025, indicating that Puente’s scope of work included demolition, grubbing and traffic control. Since Puente’s scope of work does not include framing or carpentry, their license does not allow them to perform traffic control work. Therefore, JT’s bid was deemed to be non-responsive.

Sol Construction, Inc., is the lowest responsive bidder and staff recommends an award in an amount of $1,876,542.00. Additionally, staff recommends that the City Council authorizes the City Manager to approve change orders up to 10 percent of the contract amount.

Staff has determined that this project is subject to review under the California Environmental Quality Act (“CEQA”), however, it falls within the Categorical Exemption, Section 15301 Class 1, minor alteration of existing public facilities. As set forth above, the project involves the maintenance of existing streets by applying slurry seal for pavement preservation, and pursuant to Section 15301 of the CEQA Regulations, the repair, maintenance, or minor alteration of existing City streets is exempt, as long as there is no expansion (or only negligible expansion) of the use. Here, Staff is proposing to reconstruct the existing roadway slope on the west side of Grand Avenue, north of Baker Parkway and coldmill and overlay of existing AC pavement. The project does not result in an expansion of the use, as the streets are not being widened to allow for additional traffic. Based on the foregoing, Staff is recommending that the City Council adopt a Notice of Exemption for the project.

Fiscal Impact:

The fiscal impact is $1,876,542.00. In the adopted Fiscal Year 2024-2025 Capital Improvement Project budget, $2,000,000.00 is approved for this project (Account No. 120-702-5205, MP 20- 01).

Recommendation:

1. Staff recommends that the City Council consider the results of the Grand Avenue Slope Reconstruction and Pavement Rehabilitation from Baker Parkway to Ferrero Parkway, bid and award the bid to Sol Construction, Inc.. and

2. Authorize the City Manager to approve change orders up to ten percent of the contract

Page 144 of 238 ends

amount; and

3. Staff recommends that the City Council adopt the Notice to Exemption for this project.

Exhibits:

1. Bid Results

2. Bid Schedule Packet (Page A-12 and Pages C-4R through C-13)

3. Contractor’s State of California and Department of Industrial relations License Detail

4. Notice of Exemption

Page 145 of 238 ends

City of Industry
Issued on 01/15/2025
Bid Due on March 20, 2025 10:00 AM (PDT)
Line Totals (Unit Price * Quantity)
Item No Description
Unit of
Measure Quantity
JT Construction Group
Inc - Unit Price
JT Construction
Group Inc - Line Total
1 MOBILIZATION LS 1 $130,000.00 $130,000.00
2 PREPARATION AND IMPLEMENTATION OF EROSION CONTROL PLANS LS 1 $35,000.00 $35,000.00 3 TRAFFIC CONTROL LS 1 $60,000.00 $60,000.00
4 CLEARING AND GRUBBING LS 1 $180,000.00 $180,000.00
5 COLDMILL AND REMOVE EXISTING AC PAVEMENT. DEPTH 2" SY 6811 $15.00 $102,165.00 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, SF 3205 $17.00 $54,485.00 7 SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND BASE MATERIAL, SY 569 $20.00 $11,380.00 8 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING BASE. LF 720 $10.00 $7,200.00 9 SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING BASE. SF 5325 $10.00 $53,250.00 10 SAWCUT AND REMOVE EXISTING CURB RAMP. SF 315 $15.00 $4,725.00 11 SAWCUT AND REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND PORTION OF REINFORCED CONCRETE PIPE. EA 1 $5,000.00 $5,000.00 12 SAWCUT AND REMOVE EXISTING PCC BRIDGE APPROACH SLAB, INCLUDING REINFORCEMENT. EA 3 $4,000.00 $12,000.00
13 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE. EA 3 $1,500.00 $4,500.00 14 ADJUST BLOWOFF AND COVER TO FINISHED GRADE. EA 3 $2,000.00 $6,000.00 15 ADJUST FIRE HYDRANT TO FINISHED GRADE. EA 1 $2,000.00 $2,000.00 16 CONSTRUCT 2-INCH THICK (C2 PG 64-10-R0) AC OVERLAY. TN 782 $200.00 $156,400.00 17 CONSTRUCT STREET PAVEOUT AC PER CITY OF INDUSTRY STD. PLAN NO. 111. TN 8 $180.00 $1,440.00 18 CONSTRUCT STREET PAVEOUT COMPACTED AGGREGATE BASE PER CITY OF INDUSTRY STD. PLAN NO. 111. CY 8 $50.00 $400.00
19 CONSTRUCT 4.5" HIGH STABILITY AC (TYPE C2 PG 70-10-R0) TN 91 $180.00 $16,380.00 20 CONSTRUCT 22" AC (TYPE B PG 64-10-R0) BASE COURSE TN 445 $160.00 $71,200.00 21 CONSTRUCT 9" PCC PAVEMENT. CY 134 $30.00 $4,020.00
22 CONSTRUCT 3" OF ASPHALT TREATED PERMEABLE BASE. TN 45 $150.00 $6,750.00 23 CONSTRUCT 10" OF CRUSHED AGGREGATE BASE. CY 149 $200.00 $29,800.00 Bid Results for Project GRAND AVENUE SLOPE RECONSTRUCTION AND PAVEMENT REHABILITATION FROM BAKER PARKWAY TO FERRERO PARKWAY (CITY-1531)

ATTACHMENT A

Page 146 of 238 ends

Item No Description
Unit of
Measure Quantity
JT Construction Group
Inc - Unit Price
JT Construction
Group Inc - Line Total
24 CONSTRUCT PCC CURB AND GUTTER TYPE A2 PER CITY OF INDUSTRY STD. PLAN 112 INCLUDING BASE MATERIAL. LF 720 $45.00 $32,400.00
25 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN 115 INCLUDING BASE MATERIAL. SF 5325 $10.00 $53,250.00
26 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE PER PLAN. SF 420 $12.00 $5,040.00 27 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313-4, CASE E EA 1 $15,000.00 $15,000.00 28 CONSTRUCT PCC STRUCTURE APPROACH TYPE R (10) PER CALTRANS STD. PLAN B9-2. EA 3 $55.00 $165.00
29 CONSTRUCT CURB OPENING CATCH BASIN, W=10' AND H=2", PER SPPWC STD PLAN NO. 300-3. EA 1 $15,000.00 $15,000.00
30 CONSTRUCT 18" RCP WITH SAND TRENCH BACKFILL. LF 13 $100.00 $1,300.00 31 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 EA 2 $5,000.00 $10,000.00 32 CONSTRUCT MODIFIED MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD. PLAN 380-2 EA 1 $6,000.00 $6,000.00
33 CONSTRUCT 4" PERFORATED PVC SUBDRAIN WITH TRENCH. LF 320 $30.00 $9,600.00 34 CONSTRUCT 6" PVC SUBDRAIN. LF 465 $35.00 $16,275.00
35 CONSTRUCT PCC MOISTURE CUT-OFF BARRIER. LF 80 $55.00 $4,400.00 36 CONSTRUCT 6" PVC SUBDRAIN CLEANOUT. EA 1 $2,500.00 $2,500.00 37 UNCLASSIFIED EXCAVATION CY 770 $50.00 $38,500.00
38 2' OVEREXCAVATION CY 834 $50.00 $41,700.00
39 REGRADE SLOPE PER GEOTECHNICAL REPORT. UNCLASSIFIED FILL (IMPORT) CY 1770 $23.00 $40,710.00 40 INSTALL LANDSCAPE PER LANDSCAPE PLANS. LS 1 $90,000.00 $90,000.00 41 INSTALL IRRIGATION PER IRRIGATION PLANS. LS 1 $37,000.00 $37,000.00 42 EXISTING LANDSCAPE AND IRRIGATION TO BE MODIFIED AS REQUIRED TO ACCOMMODATE IMPROVEMENTS. LS 1 $15,500.00 $15,500.00
43 REMOVE AND SALVAGE EXISTING DECORATIVE ROCK AND REINSTALL IN GROUT TO MATCH ADJACENT GRADES. LS 1 $65,000.00 $65,000.00
44 SIGNING AND STRIPING IMPROVEMENTS LS 1 $80,000.00 $80,000.00 Subtotal $1,533,435.00
45 REMOVE AND RELOCATE STREETLIGHT POLE AND REPLACE EXISTING 6' MASTARM WITH 8'. EA 4 $9,500.00 $38,000.00
46 REPLACE EXISTING STREETLIGHT 6' MASTARM WITH 8'. EA 1 $950.00 $950.00 47 FURNISH AND INSTALL NO.5 PULL BOX JENSEN CAT NO. CYN 20 OR APPROVED EQUAL FOR BOX AND JENSEN CAT NO. CYN16-61J OR APPROVED EQUAL FOR COVER WITH "COI ST LIGHT" MARKED ON THE COVER PER CALTRANS STD PLAN NO. RSP ES-8A. EA 7 $1,200.00 $8,400.00

Page 147 of 238 ends

Item No Description
Unit of
Measure Quantity
JT Construction Group
Inc - Unit Price
JT Construction
Group Inc - Line Total
48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2 $1,700.00 $3,400.00 49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-LPA3-160-740-U-T3-AP-10MSP-10X OR APPROVED EQUAL. EA 4 $750.00 $3,000.00 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 $450.00 $450.00 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200 $52.00 $62,400.00
52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50 $25.00 $1,250.00 53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000 $4.00 $12,000.00
54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500 $1.75 $2,625.00
55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500 $1.25 $1,875.00 56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13 $50.00 $650.00 57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30 $345.00 $10,350.00 58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO: ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13 $15.00 $195.00
59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30- 0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4 $850.00 $3,400.00 60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2 $30.00 $60.00
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 $2,000.00 $8,000.00 Subtotal $157,005.00
Total $1,690,440.00

Page 148 of 238 ends

SULLY-MILLER

CONTRACTING
COMPANY - Unit Price

SULLY-MILLER

CONTRACTING
COMPANY - Line Total
$185,000.00 $185,000.00 $193,000.00 $193,000.00
$18,075.00 $18,075.00 $40,000.00 $40,000.00
$66,275.00 $66,275.00 $190,000.00 $190,000.00
$68,600.00 $68,600.00 $46,000.00 $46,000.00
$8.00 $54,488.00 $5.50 $37,460.50
$11.00 $35,255.00 $6.50 $20,832.50
$96.00 $54,624.00 $85.00 $48,365.00
$18.00 $12,960.00 $40.00 $28,800.00
$5.00 $26,625.00 $6.00 $31,950.00
$43.00 $13,545.00 $15.00 $4,725.00
$30,000.00 $30,000.00 $7,000.00 $7,000.00
$10,000.00 $30,000.00 $5,000.00 $15,000.00
$600.00 $1,800.00 $2,000.00 $6,000.00
$600.00 $1,800.00 $2,500.00 $7,500.00
$8,160.00 $8,160.00 $4,800.00 $4,800.00
$199.00 $155,618.00 $165.00 $129,030.00
$669.00 $5,352.00 $100.00 $800.00
$538.00 $4,304.00 $50.00 $400.00
$257.00 $23,387.00 $430.00 $39,130.00
$241.00 $107,245.00 $180.00 $80,100.00
$488.00 $65,392.00 $430.00 $57,620.00
$393.00 $17,685.00 $250.00 $11,250.00
$160.00 $23,840.00 $120.00 $17,880.00

Page 149 of 238 ends

SULLY-MILLER

CONTRACTING
COMPANY - Unit Price

SULLY-MILLER

CONTRACTING
COMPANY - Line Total
$64.00 $46,080.00 $45.00 $32,400.00
$11.00 $58,575.00 $11.00 $58,575.00
$30.00 $12,600.00 $20.00 $8,400.00
$3,082.00 $3,082.00 $2,750.00 $2,750.00
$12,864.00 $38,592.00 $14,500.00 $43,500.00
$14,429.00 $14,429.00 $20,000.00 $20,000.00
$420.00 $5,460.00 $700.00 $9,100.00
$1,442.00 $2,884.00 $2,000.00 $4,000.00
$3,360.00 $3,360.00 $2,000.00 $2,000.00
$107.00 $34,240.00 $75.00 $24,000.00
$91.00 $42,315.00 $40.00 $18,600.00
$165.00 $13,200.00 $85.00 $6,800.00
$600.00 $600.00 $2,400.00 $2,400.00
$43.00 $33,110.00 $120.00 $92,400.00
$53.00 $44,202.00 $50.00 $41,700.00
$97.00 $171,690.00 $135.00 $238,950.00
$94,500.00 $94,500.00 $128,000.00 $128,000.00
$38,850.00 $38,850.00 $39,000.00 $39,000.00
$16,275.00 $16,275.00 $7,000.00 $7,000.00
$5,500.00 $5,500.00 $12,000.00 $12,000.00
$36,540.00 $36,540.00 $35,000.00 $35,000.00
$1,726,114.00 $1,844,218.00
$9,450.00 $37,800.00 $9,500.00 $38,000.00
$945.00 $945.00 $920.00 $920.00
$1,155.00 $8,085.00 $1,200.00 $8,400.00

Page 150 of 238 ends

Item No Description
Unit of
Measure Quantity
48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2
49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-LPA3-160-740-U-T3-AP-10MSP-10X OR APPROVED EQUAL. EA 4 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200
52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50
53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000
54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500
55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500
56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13
57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30
58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO: ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13
59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30- 0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4
60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 Sol Construction, Inc -
Unit Price
Sol Construction, Inc -
Line Total

SULLY-MILLER

CONTRACTING
COMPANY - Unit Price

SULLY-MILLER

CONTRACTING
COMPANY - Line Total
$1,680.00 $3,360.00 $1,700.00 $3,400.00
$788.00 $3,152.00 $780.00 $3,120.00
$473.00 $473.00 $460.00 $460.00
$47.00 $56,400.00 $50.00 $60,000.00
$26.00 $1,300.00 $30.00 $1,500.00
$2.10 $6,300.00 $2.00 $6,000.00
$2.00 $3,000.00 $2.00 $3,000.00
$1.50 $2,250.00 $1.28 $1,920.00
$53.00 $689.00 $55.00 $715.00
$341.00 $10,230.00 $350.00 $10,500.00
$16.00 $208.00 $20.00 $260.00
$893.00 $3,572.00 $900.00 $3,600.00
$32.00 $64.00 $35.00 $70.00
$3,150.00 $12,600.00 $3,100.00 $12,400.00
$150,428.00 $154,265.00
$1,876,542.00 $1,998,483.00

Page 151 of 238 ends

City of Industry
Issued on 01/15/2025
Bid Due on March 20, 2025 10:00 AM (PDT)
Line Totals (Unit Price * Quantity)
Item No Description
Unit of
Measure Quantity
1 MOBILIZATION LS 1
2 PREPARATION AND IMPLEMENTATION OF EROSION CONTROL PLANS LS 1 3 TRAFFIC CONTROL LS 1
4 CLEARING AND GRUBBING LS 1
5 COLDMILL AND REMOVE EXISTING AC PAVEMENT. DEPTH 2" SY 6811 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, SF 3205 7 SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND BASE MATERIAL, SY 569 8 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING BASE. LF 720 9 SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING BASE. SF 5325 10 SAWCUT AND REMOVE EXISTING CURB RAMP. SF 315
11 SAWCUT AND REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND PORTION OF REINFORCED CONCRETE PIPE. EA 1
12 SAWCUT AND REMOVE EXISTING PCC BRIDGE APPROACH SLAB, INCLUDING REINFORCEMENT. EA 3
13 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE. EA 3 14 ADJUST BLOWOFF AND COVER TO FINISHED GRADE. EA 3
15 ADJUST FIRE HYDRANT TO FINISHED GRADE. EA 1
16 CONSTRUCT 2-INCH THICK (C2 PG 64-10-R0) AC OVERLAY. TN 782 17 CONSTRUCT STREET PAVEOUT AC PER CITY OF INDUSTRY STD. PLAN NO. 111. TN 8 18 CONSTRUCT STREET PAVEOUT COMPACTED AGGREGATE BASE PER CITY OF INDUSTRY STD. PLAN NO. 111. CY 8
19 CONSTRUCT 4.5" HIGH STABILITY AC (TYPE C2 PG 70-10-R0) TN 91 20 CONSTRUCT 22" AC (TYPE B PG 64-10-R0) BASE COURSE TN 445 21 CONSTRUCT 9" PCC PAVEMENT. CY 134
22 CONSTRUCT 3" OF ASPHALT TREATED PERMEABLE BASE. TN 45 23 CONSTRUCT 10" OF CRUSHED AGGREGATE BASE. CY 149
Bid Results for Project GRAND AVENUE SLOPE RECONSTRUCTION AND PAVEMENT REHABILITATION FROM BAKER PARKWAY TO FERRERO PARKWAY (CITY-1531) Gentry Brothers, Inc. -
Unit Price
Gentry Brothers, Inc.
- Line Total
Sequel Contractors,
Inc. - Unit Price
Sequel Contractors,
Inc. - Line Total
$100,000.00 $100,000.00 $200,000.00 $200,000.00
$20,000.00 $20,000.00 $50,000.00 $50,000.00
$105,000.00 $105,000.00 $239,999.00 $239,999.00
$321,000.00 $321,000.00 $250,000.00 $250,000.00
$5.00 $34,055.00 $3.50 $23,838.50
$5.00 $16,025.00 $4.25 $13,621.25
$32.00 $18,208.00 $70.00 $39,830.00
$30.00 $21,600.00 $23.00 $16,560.00
$4.00 $21,300.00 $2.75 $14,643.75
$14.00 $4,410.00 $10.00 $3,150.00
$5,000.00 $5,000.00 $2,000.00 $2,000.00
$1,500.00 $4,500.00 $5,000.00 $15,000.00
$300.00 $900.00 $500.00 $1,500.00
$1,250.00 $3,750.00 $7,000.00 $21,000.00
$5,000.00 $5,000.00 $8,000.00 $8,000.00
$97.00 $75,854.00 $120.00 $93,840.00
$100.00 $800.00 $500.00 $4,000.00
$75.00 $600.00 $150.00 $1,200.00
$135.00 $12,285.00 $145.00 $13,195.00
$135.00 $60,075.00 $125.00 $55,625.00
$220.00 $29,480.00 $600.00 $80,400.00
$120.00 $5,400.00 $850.00 $38,250.00
$70.00 $10,430.00 $175.00 $26,075.00

Page 152 of 238 ends

Item No Description
Unit of
Measure Quantity
24 CONSTRUCT PCC CURB AND GUTTER TYPE A2 PER CITY OF INDUSTRY STD. PLAN 112 INCLUDING BASE MATERIAL. LF 720
25 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN 115 INCLUDING BASE MATERIAL. SF 5325
26 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE PER PLAN. SF 420 27 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313-4, CASE E EA 1 28 CONSTRUCT PCC STRUCTURE APPROACH TYPE R (10) PER CALTRANS STD. PLAN B9-2. EA 3
29 CONSTRUCT CURB OPENING CATCH BASIN, W=10' AND H=2", PER SPPWC STD PLAN NO. 300-3. EA 1
30 CONSTRUCT 18" RCP WITH SAND TRENCH BACKFILL. LF 13
31 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 EA 2 32 CONSTRUCT MODIFIED MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD. PLAN 380-2 EA 1
33 CONSTRUCT 4" PERFORATED PVC SUBDRAIN WITH TRENCH. LF 320 34 CONSTRUCT 6" PVC SUBDRAIN. LF 465
35 CONSTRUCT PCC MOISTURE CUT-OFF BARRIER. LF 80
36 CONSTRUCT 6" PVC SUBDRAIN CLEANOUT. EA 1
37 UNCLASSIFIED EXCAVATION CY 770
38 2' OVEREXCAVATION CY 834
39 REGRADE SLOPE PER GEOTECHNICAL REPORT. UNCLASSIFIED FILL (IMPORT) CY 1770 40 INSTALL LANDSCAPE PER LANDSCAPE PLANS. LS 1
41 INSTALL IRRIGATION PER IRRIGATION PLANS. LS 1
42 EXISTING LANDSCAPE AND IRRIGATION TO BE MODIFIED AS REQUIRED TO ACCOMMODATE IMPROVEMENTS. LS 1
43 REMOVE AND SALVAGE EXISTING DECORATIVE ROCK AND REINSTALL IN GROUT TO MATCH ADJACENT GRADES. LS 1
44 SIGNING AND STRIPING IMPROVEMENTS LS 1
45 REMOVE AND RELOCATE STREETLIGHT POLE AND REPLACE EXISTING 6' MASTARM WITH 8'. EA 4
46 REPLACE EXISTING STREETLIGHT 6' MASTARM WITH 8'. EA 1 47 FURNISH AND INSTALL NO.5 PULL BOX JENSEN CAT NO. CYN 20 OR APPROVED EQUAL FOR BOX AND JENSEN CAT NO. CYN16-61J OR APPROVED EQUAL FOR COVER WITH "COI ST LIGHT" MARKED ON THE COVER PER CALTRANS STD PLAN NO. RSP ES-8A. EA 7
Gentry Brothers, Inc. -
Unit Price
Gentry Brothers, Inc.
- Line Total
Sequel Contractors,
Inc. - Unit Price
Sequel Contractors,
Inc. - Line Total
$65.00 $46,800.00 $40.00 $28,800.00
$8.00 $42,600.00 $10.00 $53,250.00
$40.00 $16,800.00 $30.00 $12,600.00
$2,500.00 $2,500.00 $2,500.00 $2,500.00
$1,500.00 $4,500.00 $25,000.00 $75,000.00
$15,000.00 $15,000.00 $20,000.00 $20,000.00
$200.00 $2,600.00 $1,200.00 $15,600.00
$3,000.00 $6,000.00 $2,000.00 $4,000.00
$7,500.00 $7,500.00 $2,500.00 $2,500.00
$25.00 $8,000.00 $85.00 $27,200.00
$35.00 $16,275.00 $60.00 $27,900.00
$30.00 $2,400.00 $200.00 $16,000.00
$2,500.00 $2,500.00 $1,000.00 $1,000.00
$200.00 $154,000.00 $100.00 $77,000.00
$200.00 $166,800.00 $200.00 $166,800.00
$200.00 $354,000.00 $100.00 $177,000.00
$110,000.00 $110,000.00 $75,000.00 $75,000.00
$44,000.00 $44,000.00 $35,000.00 $35,000.00
$20,000.00 $20,000.00 $15,000.00 $15,000.00
$5,000.00 $5,000.00 $2,500.00 $2,500.00
$40,000.00 $40,000.00 $30,000.00 $30,000.00
$1,942,947.00 $2,076,377.50
$10,800.00 $43,200.00 $4,000.00 $16,000.00
$1,080.00 $1,080.00 $1,500.00 $1,500.00
$1,320.00 $9,240.00 $2,400.00 $16,800.00

Page 153 of 238 ends

Item No Description
Unit of
Measure Quantity
48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2
49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-LPA3-160-740-U-T3-AP-10MSP-10X OR APPROVED EQUAL. EA 4 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200
52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50
53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000
54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500
55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500
56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13
57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30
58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO: ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13
59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30- 0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4
60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 Gentry Brothers, Inc. -
Unit Price
Gentry Brothers, Inc.
- Line Total
Sequel Contractors,
Inc. - Unit Price
Sequel Contractors,
Inc. - Line Total
$1,920.00 $3,840.00 $3,000.00 $6,000.00
$900.00 $3,600.00 $2,000.00 $8,000.00
$540.00 $540.00 $500.00 $500.00
$53.76 $64,512.00 $40.00 $48,000.00
$30.00 $1,500.00 $70.00 $3,500.00
$2.40 $7,200.00 $3.00 $9,000.00
$2.10 $3,150.00 $2.00 $3,000.00
$1.50 $2,250.00 $1.80 $2,700.00
$60.00 $780.00 $300.00 $3,900.00
$390.00 $11,700.00 $250.00 $7,500.00
$18.00 $234.00 $250.00 $3,250.00
$1,020.00 $4,080.00 $400.00 $1,600.00
$36.00 $72.00 $300.00 $600.00
$3,600.00 $14,400.00 $5,000.00 $20,000.00
$171,378.00 $151,850.00
$2,114,325.00 $2,228,227.50

Page 154 of 238 ends

ANEEN CONSTRUCTION,
INC. - Unit Price
ANEEN
CONSTRUCTION, INC. -
Line Total
$73,000.00 $73,000.00 $125,000.00 $125,000.00
$77,000.00 $77,000.00 $6,000.00 $6,000.00
$34,000.00 $34,000.00 $150,000.00 $150,000.00
$98,000.00 $98,000.00 $40,000.00 $40,000.00
$5.21 $35,485.31 $5.00 $34,055.00
$11.77 $37,722.85 $5.00 $16,025.00
$82.60 $46,999.40 $100.00 $56,900.00
$22.87 $16,466.40 $25.00 $18,000.00
$9.33 $49,682.25 $8.00 $42,600.00
$11.50 $3,622.50 $20.00 $6,300.00
$13,482.00 $13,482.00 $10,000.00 $10,000.00
$7,532.00 $22,596.00 $20,000.00 $60,000.00
$2,092.00 $6,276.00 $3,000.00 $9,000.00
$2,194.00 $6,582.00 $5,000.00 $15,000.00
$3,570.00 $3,570.00 $5,000.00 $5,000.00
$205.00 $160,310.00 $160.00 $125,120.00
$850.00 $6,800.00 $1,500.00 $12,000.00
$620.11 $4,960.88 $3,000.00 $24,000.00
$410.00 $37,310.00 $350.00 $31,850.00
$398.00 $177,110.00 $350.00 $155,750.00
$496.12 $66,480.08 $4,000.00 $536,000.00
$410.00 $18,450.00 $350.00 $15,750.00
$162.79 $24,255.71 $180.00 $26,820.00

Page 155 of 238 ends

ANEEN CONSTRUCTION,
INC. - Unit Price
ANEEN
CONSTRUCTION, INC. -
Line Total
$98.38 $70,833.60 $60.00 $43,200.00
$15.02 $79,981.50 $12.00 $63,900.00
$50.48 $21,201.60 $20.00 $8,400.00
$8,849.00 $8,849.00 $2,500.00 $2,500.00
$25,110.00 $75,330.00 $20,000.00 $60,000.00
$16,362.00 $16,362.00 $25,000.00 $25,000.00
$1,616.41 $21,013.33 $900.00 $11,700.00
$1,914.00 $3,828.00 $5,000.00 $10,000.00
$1,444.00 $1,444.00 $25,000.00 $25,000.00
$61.18 $19,577.60 $120.00 $38,400.00
$60.00 $27,900.00 $120.00 $55,800.00
$52.06 $4,164.80 $100.00 $8,000.00
$2,954.00 $2,954.00 $2,500.00 $2,500.00
$113.00 $87,010.00 $120.00 $92,400.00
$100.00 $83,400.00 $120.00 $100,080.00
$246.00 $435,420.00 $110.00 $194,700.00
$122,500.00 $122,500.00 $99,000.00 $99,000.00
$56,790.00 $56,790.00 $42,000.00 $42,000.00
$44,872.00 $44,872.00 $17,000.00 $17,000.00
$53,000.00 $53,000.00 $10,000.00 $10,000.00
$50,000.00 $50,000.00 $54,000.00 $54,000.00
$2,306,592.81 $2,484,750.00
$15,000.00 $60,000.00 $10,500.00 $42,000.00
$6,000.00 $6,000.00 $1,050.00 $1,050.00
$690.00 $4,830.00 $1,500.00 $10,500.00

Page 156 of 238 ends

Item No Description
Unit of
Measure Quantity
48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2
49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-LPA3-160-740-U-T3-AP-10MSP-10X OR APPROVED EQUAL. EA 4 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200
52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50
53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000
54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500
55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500
56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13
57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30
58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO: ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13
59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30- 0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4
60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 TTS Engineering Inc
- Unit Price
TTS Engineering Inc -
Line Total

ANEEN CONSTRUCTION,
INC. - Unit Price
ANEEN
CONSTRUCTION, INC. -
Line Total
$3,900.00 $7,800.00 $1,900.00 $3,800.00
$1,500.00 $6,000.00 $900.00 $3,600.00
$4,200.00 $4,200.00 $600.00 $600.00
$46.80 $56,160.00 $58.00 $69,600.00
$102.00 $5,100.00 $30.00 $1,500.00
$7.20 $21,600.00 $2.50 $7,500.00
$6.00 $9,000.00 $2.00 $3,000.00
$4.80 $7,200.00 $1.50 $2,250.00
$612.00 $7,956.00 $60.00 $780.00
$672.00 $20,160.00 $400.00 $12,000.00
$840.00 $10,920.00 $18.00 $234.00
$2,610.00 $10,440.00 $1,000.00 $4,000.00
$942.00 $1,884.00 $40.00 $80.00
$468.00 $1,872.00 $2,500.00 $10,000.00
$241,122.00 $172,494.00
$2,547,714.81 $2,657,244.00

Page 157 of 238 ends

City of Industry
Issued on 01/15/2025
Bid Due on March 20, 2025 10:00 AM (PDT)
Line Totals (Unit Price * Quantity)
Item No Description
Unit of
Measure Quantity
1 MOBILIZATION LS 1
2 PREPARATION AND IMPLEMENTATION OF EROSION CONTROL PLANS LS 1 3 TRAFFIC CONTROL LS 1
4 CLEARING AND GRUBBING LS 1
5 COLDMILL AND REMOVE EXISTING AC PAVEMENT. DEPTH 2" SY 6811 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, SF 3205 7 SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND BASE MATERIAL, SY 569 8 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING BASE. LF 720 9 SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING BASE. SF 5325 10 SAWCUT AND REMOVE EXISTING CURB RAMP. SF 315
11 SAWCUT AND REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND PORTION OF REINFORCED CONCRETE PIPE. EA 1
12 SAWCUT AND REMOVE EXISTING PCC BRIDGE APPROACH SLAB, INCLUDING REINFORCEMENT. EA 3
13 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE. EA 3 14 ADJUST BLOWOFF AND COVER TO FINISHED GRADE. EA 3
15 ADJUST FIRE HYDRANT TO FINISHED GRADE. EA 1
16 CONSTRUCT 2-INCH THICK (C2 PG 64-10-R0) AC OVERLAY. TN 782 17 CONSTRUCT STREET PAVEOUT AC PER CITY OF INDUSTRY STD. PLAN NO. 111. TN 8 18 CONSTRUCT STREET PAVEOUT COMPACTED AGGREGATE BASE PER CITY OF INDUSTRY STD. PLAN NO. 111. CY 8
19 CONSTRUCT 4.5" HIGH STABILITY AC (TYPE C2 PG 70-10-R0) TN 91 20 CONSTRUCT 22" AC (TYPE B PG 64-10-R0) BASE COURSE TN 445 21 CONSTRUCT 9" PCC PAVEMENT. CY 134
22 CONSTRUCT 3" OF ASPHALT TREATED PERMEABLE BASE. TN 45 23 CONSTRUCT 10" OF CRUSHED AGGREGATE BASE. CY 149
Bid Results for Project GRAND AVENUE SLOPE RECONSTRUCTION AND PAVEMENT REHABILITATION FROM BAKER PARKWAY TO FERRERO PARKWAY (CITY-1531) Mike Bubalo Construction Co.,
Inc. - Unit Price
Mike Bubalo
Construction Co., Inc. -
Line Total
Alfaro
Communications
Construction,Inc. -
Unit Price
Alfaro Communications
Construction,Inc. - Line
Total
$280,000.00 $280,000.00 $142,467.00 $142,467.00
$35,000.00 $35,000.00 $13,195.00 $13,195.00
$45,000.00 $45,000.00 $48,750.00 $48,750.00
$200,000.00 $200,000.00 $74,230.00 $74,230.00
$15.00 $102,165.00 $6.85 $46,655.35
$20.00 $64,100.00 $8.09 $25,928.45
$120.00 $68,280.00 $318.66 $181,317.54
$60.00 $43,200.00 $74.57 $53,690.40
$15.00 $79,875.00 $8.80 $46,860.00
$50.00 $15,750.00 $21.17 $6,668.55
$25,000.00 $25,000.00 $18,630.00 $18,630.00
$5,000.00 $15,000.00 $6,671.17 $20,013.51
$2,000.00 $6,000.00 $962.00 $2,886.00
$2,000.00 $6,000.00 $10,235.00 $30,705.00
$5,000.00 $5,000.00 $11,270.00 $11,270.00
$150.00 $117,300.00 $305.89 $239,205.98
$1,500.00 $12,000.00 $1,657.50 $13,260.00
$1,500.00 $12,000.00 $1,638.00 $13,104.00
$400.00 $36,400.00 $354.93 $32,298.63
$200.00 $89,000.00 $210.86 $93,832.70
$1,000.00 $134,000.00 $704.81 $94,444.54
$500.00 $22,500.00 $317.06 $14,267.70
$400.00 $59,600.00 $280.29 $41,763.21

Page 158 of 238 ends

Item No Description
Unit of
Measure Quantity
24 CONSTRUCT PCC CURB AND GUTTER TYPE A2 PER CITY OF INDUSTRY STD. PLAN 112 INCLUDING BASE MATERIAL. LF 720
25 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN 115 INCLUDING BASE MATERIAL. SF 5325
26 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE PER PLAN. SF 420 27 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313-4, CASE E EA 1 28 CONSTRUCT PCC STRUCTURE APPROACH TYPE R (10) PER CALTRANS STD. PLAN B9-2. EA 3
29 CONSTRUCT CURB OPENING CATCH BASIN, W=10' AND H=2", PER SPPWC STD PLAN NO. 300-3. EA 1
30 CONSTRUCT 18" RCP WITH SAND TRENCH BACKFILL. LF 13
31 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 EA 2 32 CONSTRUCT MODIFIED MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD. PLAN 380-2 EA 1
33 CONSTRUCT 4" PERFORATED PVC SUBDRAIN WITH TRENCH. LF 320 34 CONSTRUCT 6" PVC SUBDRAIN. LF 465
35 CONSTRUCT PCC MOISTURE CUT-OFF BARRIER. LF 80
36 CONSTRUCT 6" PVC SUBDRAIN CLEANOUT. EA 1
37 UNCLASSIFIED EXCAVATION CY 770
38 2' OVEREXCAVATION CY 834
39 REGRADE SLOPE PER GEOTECHNICAL REPORT. UNCLASSIFIED FILL (IMPORT) CY 1770 40 INSTALL LANDSCAPE PER LANDSCAPE PLANS. LS 1
41 INSTALL IRRIGATION PER IRRIGATION PLANS. LS 1
42 EXISTING LANDSCAPE AND IRRIGATION TO BE MODIFIED AS REQUIRED TO ACCOMMODATE IMPROVEMENTS. LS 1
43 REMOVE AND SALVAGE EXISTING DECORATIVE ROCK AND REINSTALL IN GROUT TO MATCH ADJACENT GRADES. LS 1
44 SIGNING AND STRIPING IMPROVEMENTS LS 1
45 REMOVE AND RELOCATE STREETLIGHT POLE AND REPLACE EXISTING 6' MASTARM WITH 8'. EA 4
46 REPLACE EXISTING STREETLIGHT 6' MASTARM WITH 8'. EA 1 47 FURNISH AND INSTALL NO.5 PULL BOX JENSEN CAT NO. CYN 20 OR APPROVED EQUAL FOR BOX AND JENSEN CAT NO. CYN16-61J OR APPROVED EQUAL FOR COVER WITH "COI ST LIGHT" MARKED ON THE COVER PER CALTRANS STD PLAN NO. RSP ES-8A. EA 7
Mike Bubalo Construction Co.,
Inc. - Unit Price
Mike Bubalo
Construction Co., Inc. -
Line Total
Alfaro
Communications
Construction,Inc. -
Unit Price
Alfaro Communications
Construction,Inc. - Line
Total
$100.00 $72,000.00 $84.50 $60,840.00
$20.00 $106,500.00 $12.53 $66,722.25
$100.00 $42,000.00 $40.21 $16,888.20
$6,000.00 $6,000.00 $9,720.00 $9,720.00
$10,000.00 $30,000.00 $10,213.67 $30,641.01
$10,000.00 $10,000.00 $19,440.00 $19,440.00
$2,000.00 $26,000.00 $2,328.00 $30,264.00
$4,000.00 $8,000.00 $4,260.00 $8,520.00
$25,000.00 $25,000.00 $9,108.00 $9,108.00
$60.00 $19,200.00 $356.50 $114,080.00
$90.00 $41,850.00 $511.75 $237,963.75
$200.00 $16,000.00 $333.94 $26,715.20
$2,000.00 $2,000.00 $4,485.00 $4,485.00
$350.00 $269,500.00 $223.62 $172,187.40
$225.00 $187,650.00 $419.75 $350,071.50
$100.00 $177,000.00 $276.00 $488,520.00
$95,000.00 $95,000.00 $103,500.00 $103,500.00
$40,000.00 $40,000.00 $42,550.00 $42,550.00
$20,000.00 $20,000.00 $17,825.00 $17,825.00
$15,000.00 $15,000.00 $10,647.00 $10,647.00
$40,000.00 $40,000.00 $42,854.50 $42,854.50
$2,721,870.00 $3,128,986.37
$10,000.00 $40,000.00 $8,244.28 $32,977.12
$1,000.00 $1,000.00 $1,891.50 $1,891.50
$1,500.00 $10,500.00 $2,061.43 $14,430.01

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Item No Description
Unit of
Measure Quantity
48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2
49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-LPA3-160-740-U-T3-AP-10MSP-10X OR APPROVED EQUAL. EA 4 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200
52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50
53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000
54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500
55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500
56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13
57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30
58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO: ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13
59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30- 0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4
60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 Mike Bubalo Construction Co.,
Inc. - Unit Price
Mike Bubalo
Construction Co., Inc. -
Line Total
Alfaro
Communications
Construction,Inc. -
Unit Price
Alfaro Communications
Construction,Inc. - Line
Total
$1,750.00 $3,500.00 $2,229.50 $4,459.00
$1,000.00 $4,000.00 $1,358.50 $5,434.00
$600.00 $600.00 $451.75 $451.75
$50.00 $60,000.00 $46.11 $55,332.00
$30.00 $1,500.00 $98.54 $4,927.00
$3.00 $9,000.00 $6.96 $20,880.00
$2.00 $3,000.00 $4.01 $6,015.00
$2.00 $3,000.00 $4.01 $6,015.00
$80.00 $1,040.00 $279.50 $3,633.50
$400.00 $12,000.00 $334.10 $10,023.00
$20.00 $260.00 $58.50 $760.50
$1,000.00 $4,000.00 $1,205.75 $4,823.00
$100.00 $200.00 $78.00 $156.00
$5,000.00 $20,000.00 $4,137.25 $16,549.00
$173,600.00 $188,757.38
$2,895,470.00 $3,317,743.75

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ATTACHMENT B

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City of Industry
Issued on 01/15/2025
Bid Due on March 20, 2025 10:00 AM (PDT)
Line Totals (Unit Price * Quantity)
Item No Description
Unit of
Measure Quantity
Sol Construction, Inc -
Unit Price
Sol Construction, Inc -
Line Total
1 MOBILIZATION LS 1 $185,000.00 $185,000.00
2 PREPARATION AND IMPLEMENTATION OF EROSION CONTROL PLANS LS 1 $18,075.00 $18,075.00 3 TRAFFIC CONTROL LS 1 $66,275.00 $66,275.00
4 CLEARING AND GRUBBING LS 1 $68,600.00 $68,600.00
5 COLDMILL AND REMOVE EXISTING AC PAVEMENT. DEPTH 2" SY 6811 $8.00 $54,488.00 6 SAWCUT AND REMOVE EXISTING AC PAVEMENT AND BASE MATERIAL, SF 3205 $11.00 $35,255.00 7 SAWCUT AND REMOVE EXISTING PCC PAVEMENT AND BASE MATERIAL, SY 569 $96.00 $54,624.00 8 SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER INCLUDING BASE. LF 720 $18.00 $12,960.00 9 SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING BASE. SF 5325 $5.00 $26,625.00 10 SAWCUT AND REMOVE EXISTING CURB RAMP. SF 315 $43.00 $13,545.00 11 SAWCUT AND REMOVE EXISTING CATCH BASIN, LOCAL DEPRESSION AND PORTION OF REINFORCED CONCRETE PIPE. EA 1 $30,000.00 $30,000.00
12 SAWCUT AND REMOVE EXISTING PCC BRIDGE APPROACH SLAB, INCLUDING REINFORCEMENT. EA 3 $10,000.00 $30,000.00 13 ADJUST PULLBOX OR UTILITY COVER AND FRAME TO FINISHED GRADE. EA 3 $600.00 $1,800.00 14 ADJUST BLOWOFF AND COVER TO FINISHED GRADE. EA 3 $600.00 $1,800.00 15 ADJUST FIRE HYDRANT TO FINISHED GRADE. EA 1 $8,160.00 $8,160.00 16 CONSTRUCT 2-INCH THICK (C2 PG 64-10-R0) AC OVERLAY. TN 782 $199.00 $155,618.00 17 CONSTRUCT STREET PAVEOUT AC PER CITY OF INDUSTRY STD. PLAN NO. 111. TN 8 $669.00 $5,352.00 18 CONSTRUCT STREET PAVEOUT COMPACTED AGGREGATE BASE PER CITY OF INDUSTRY STD. PLAN NO. 111. CY 8 $538.00 $4,304.00 19 CONSTRUCT 4.5" HIGH STABILITY AC (TYPE C2 PG 70-10-R0) TN 91 $257.00 $23,387.00 20 CONSTRUCT 22" AC (TYPE B PG 64-10-R0) BASE COURSE TN 445 $241.00 $107,245.00 21 CONSTRUCT 9" PCC PAVEMENT. CY 134 $488.00 $65,392.00 22 CONSTRUCT 3" OF ASPHALT TREATED PERMEABLE BASE. TN 45 $393.00 $17,685.00 23 CONSTRUCT 10" OF CRUSHED AGGREGATE BASE. CY 149 $160.00 $23,840.00 24 CONSTRUCT PCC CURB AND GUTTER TYPE A2 PER CITY OF INDUSTRY STD. PLAN 112 INCLUDING BASE MATERIAL. LF 720 $64.00 $46,080.00
25 CONSTRUCT PCC SIDEWALK PER CITY OF INDUSTRY STD. PLAN 115 INCLUDING BASE MATERIAL. SF 5325 $11.00 $58,575.00 26 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A, CASE PER PLAN. SF 420 $30.00 $12,600.00 27 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 313-4, CASE E EA 1 $3,082.00 $3,082.00 28 CONSTRUCT PCC STRUCTURE APPROACH TYPE R (10) PER CALTRANS STD. PLAN B9-2. EA 3 $12,864.00 $38,592.00 29 CONSTRUCT CURB OPENING CATCH BASIN, W=10' AND H=2", PER SPPWC STD PLAN NO. 300-3. EA 1 $14,429.00 $14,429.00 30 CONSTRUCT 18" RCP WITH SAND TRENCH BACKFILL. LF 13 $420.00 $5,460.00 31 CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 EA 2 $1,442.00 $2,884.00 32 CONSTRUCT MODIFIED MONOLITHIC CATCH BASIN CONNECTION PER SPPWC STD. PLAN 380-2 EA 1 $3,360.00 $3,360.00 33 CONSTRUCT 4" PERFORATED PVC SUBDRAIN WITH TRENCH. LF 320 $107.00 $34,240.00 34 CONSTRUCT 6" PVC SUBDRAIN. LF 465 $91.00 $42,315.00
35 CONSTRUCT PCC MOISTURE CUT-OFF BARRIER. LF 80 $165.00 $13,200.00 36 CONSTRUCT 6" PVC SUBDRAIN CLEANOUT. EA 1 $600.00 $600.00 37 UNCLASSIFIED EXCAVATION CY 770 $43.00 $33,110.00
38 2' OVEREXCAVATION CY 834 $53.00 $44,202.00
39 REGRADE SLOPE PER GEOTECHNICAL REPORT. UNCLASSIFIED FILL (IMPORT) CY 1770 $97.00 $171,690.00 40 INSTALL LANDSCAPE PER LANDSCAPE PLANS. LS 1 $94,500.00 $94,500.00 41 INSTALL IRRIGATION PER IRRIGATION PLANS. LS 1 $38,850.00 $38,850.00 42 EXISTING LANDSCAPE AND IRRIGATION TO BE MODIFIED AS REQUIRED TO ACCOMMODATE IMPROVEMENTS. LS 1 $16,275.00 $16,275.00 43 REMOVE AND SALVAGE EXISTING DECORATIVE ROCK AND REINSTALL IN GROUT TO MATCH ADJACENT GRADES. LS 1 $5,500.00 $5,500.00 44 SIGNING AND STRIPING IMPROVEMENTS LS 1 $36,540.00 $36,540.00 Bid Results for Project GRAND AVENUE SLOPE RECONSTRUCTION AND PAVEMENT REHABILITATION FROM BAKER PARKWAY TO FERRERO PARKWAY (CITY-1531)

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Item No Description
Unit of
Measure Quantity
Sol Construction, Inc -
Unit Price
Sol Construction, Inc -
Line Total
$1,726,114.00
45 REMOVE AND RELOCATE STREETLIGHT POLE AND REPLACE EXISTING 6' MASTARM WITH 8'. EA 4 $9,450.00 $37,800.00 46 REPLACE EXISTING STREETLIGHT 6' MASTARM WITH 8'. EA 1 $945.00 $945.00 47 FURNISH AND INSTALL NO.5 PULL BOX JENSEN CAT NO. CYN 20 OR APPROVED EQUAL FOR BOX AND JENSEN CAT NO. CYN16-61J OR APPROVED EQUAL FOR COVER WITH "COI ST LIGHT" MARKED ON THE COVER PER CALTRANS STD PLAN NO. RSP ES-8A. EA 7 $1,155.00 $8,085.00 48 FURNISH AND INSTALL NO.6 PULL BOX JENSEN CAT NO. HT1730-B FOR BOX JENSEN CAT NO. HT1730-L11-01 FOR COVER OR APPROVED EQUAL PER CALTRANS STD PLAN NO. RSP ES-8A. EA 2 $1,680.00 $3,360.00 49 FURNISH AND INSTALL 160 W LUMINAIRES COOPER LIGHTING MODEL: ARCH-L-PA3-160-740-U-T3-AP-10MSP10X OR APPROVED EQUAL. EA 4 $788.00 $3,152.00 50 REPLACE EXISTING PULLBOX COVER WITH MARKING "COI ST LIGHT". EA 1 $473.00 $473.00 51 FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOXES. LF 1200 $47.00 $56,400.00 52 FURNISH AND INSTALL 1" PVC SCHEDULE 40 CONDUIT MIN.30" DEEP BETWEEN PULLBOX AND STREET LIGHT FOUNDATION. LF 50 $26.00 $1,300.00
53 FURNISH AND INSTALL 1/0 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT PULLBOXES. LF 3000 $2.10 $6,300.00 54 FURNISH AND INSTALL #2 STRANDED ALUMINUM XHHW WIRE WITHIN 3" PVC CONDUIT. LF 1500 $2.00 $3,000.00 55 FURNISH AND INSTALL #6 STRANDED ALUMINUM XHHW WIRES WITHIN 1"PVC CONDUIT TO HANDHOLE ON THE STREETLIGHT POLE. LF 1500 $1.50 $2,250.00
56 FURNISH AND INSTALL FUSES COOPER BUSSMANN KTK-10 WITH FUSE HOLDER OR APPROVED EQUAL AT POLE'S HANDHOLE. EA 13 $53.00 $689.00
57 FURNISH AND INSTALL 4-WAY SECONDARY BARS (3 CONNECTORS PER PB) UTILCO PED4-350SSP WITHIN PULL BOX. EA 30 $341.00 $10,230.00
58 FURNISH AND INSTALL BURNDY INSULATED AL SERVICE ENTRANCE COMPRESSION CONNECTOR CAT NO:

ES4W4W ON NEUTRAL WIRE FOR EACH STREETLIGHT POLE. EA 13 $16.00 $208.00 59 INSTALL UBICQUIA WIRELESS STREETLIGHT CONTROLLER(NODE) CAT NO. UBC-30-0-01-NA-01-1-GY ON EACH LUMINAIRE (INCLUDE BUNDLE OF 5 YEAR CONNECTIVITY + 5 YEAR UBIVU SERVICES ) AND WORK WITH UBICQUIA TO MAKE REMOTE MONITORING SYSTEM FUNCTIONAL. EA 4 $893.00 $3,572.00 60 FURNISH AND INSTALL (2) 40A, 1P,120/240 VOLT CIRCUIT BREAKER ON LOAD SIDE OF EXISTING METERING PEDESTAL. EA 2 $32.00 $64.00
61 FURNISH AND INSTALL STREETLIGHT POLE FOUNDATION 2'X2'X4'-6". EA 4 $3,150.00 $12,600.00 $150,428.00
$1,876,542.00

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Data current as of 4/14/2025 5:18:54 PM
Home | Online Services | License Details
Contractor's License Detail for License #
812330
DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations.

Business Information

SOL CONSTRUCTION INC
231 EAST ALESSANDRO BLVD A445
RIVERSIDE, CA 92508
Business Phone Number:(951) 653-1155
Entity Corporation
Issue Date 09/10/2002
Expire Date 09/30/2026
License Status
This license is current and active.

All information below should be reviewed.

Classifications

A - GENERAL ENGINEERING
Bonding Information
Contractor's Bond
This license filed a Contractor's Bond with EVEREST REINSURANCE COMPANY.

Bond Number: ES00010504
Bond Amount: $25,000
Effective Date: 01/01/2023
Contractor's Bond History
Bond of Qualifying Individual
The qualifying individual MANUEL SALVADOR ANDRADE certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required.

Effective Date: 11/26/2014
CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure click on link that will appear below for more information. Click here for a definition of disclosable actions. 
 Only construction related civil judgments reported to CSLB are disclosed (B&P 7071.17).  Arbitrations are not listed unless the contractor fails to comply with the terms.  Due to workload, there may be relevant information that has not yet been entered into the board's license database.

ATTACHMENT C

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Copyright © 2025 State of California
Workers' Compensation
This license has workers compensation insurance with the SENTRY INSURANCE COMPANY Policy Number:A0175084002
Effective Date: 08/06/2024
Expire Date: 08/06/2025
Workers' Compensation History
Workers' compensation classification code(s):
52051 - Concrete/Cement Work-sidewalks-high wage
8810 - Clerical Office Employees
For a description of the workers' compensation classification code(s) listed for this licensee, contact the licensee’s insurance carrier. Contact information for the licensee's insurer is available by clicking the insurer link above. Classification codes are also available on the Workers' Compensation Insurance Rating Bureau's classification search page.

The board does not verify or investigate the accuracy of classification codes displayed.

Other
 Personnel listed on this license (current or disassociated) are listed on other licenses.

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eCPR Public Search
Public Works Support
Contractors
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Register
Log in
Home  Customer Account Lookup  SOL CONSTRUCTION, INC.

SOL CONSTRUCTION, INC.

Customer Account Lookup
Name
SOL CONSTRUCTION, INC.

Customer Account
Type
 SOL CONSTRUCTION, INC.

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Email
[email protected]
Address 1
231 E. ALESSANDRO BLVDA445
Address_2
City

RIVERSIDE
State
CA
Zip
92508
Contractor Status
CSLB
812330
Legal Name
SOL CONSTRUCTION, INC.

Business Structure
Business Phone
951.653.1155
Registration Number
DIR Approved
-- None --

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Related Lists
Historical Registration Dates 1
President
Manuel Andrade
PWCR
1000012204
Registration Start Date
2025-07-01
Registration End Date
2028-06-30
Doing Business As (DBA)
SOL CONSTRUCTION, INC.

Crafts
Legacy Registration Date
2022-07-01
Legacy Registration Expiration
2025-06-30
Laborer and Related Classifications Operating Engineer Carpenter Cement Mason Terms & Conditions
Privacy Policy
Disclaimer
Nondiscrimination Notice
Accessibility
Copyright 2024 State of California

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dir.ca.gov

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NOTICE OF EXEMPTION
To: County Clerk
County of Los Angeles
Environmental Filings
12400 East Imperial Highway #2001
Norwalk, CA 90650
From: City of Industry
15625 Mayor Dave Way, Suite 100
City of Industry, CA 91744
Project Title: CITY-1531 - Grand Avenue Slope Reconstruction and Pavement Rehabilitation from Baker Parkway to Ferrero Parkway
Project Location - Specific: The project is located along Grand Avenue from baker Parkway to the ramps leading to Ferrero Parkway.

Project Location-City: City of Industry Project Location-County: Los Angeles Description of Project: Reconstruction of the existing roadway slope on the west side of Grand Avenue, north of Baker Parkway and coldmill and overlay of existing AC pavement.

Reasons why project is exempt: The proposed project is exempt from the California Environmental Quality Act (“CEQA”) per Section 15301(c) of the CEQA Guidelines. Per Section 15301(c) the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination is exempt. The project consists of the reconstruction of the existing roadway slope on the west side of Grand Avenue, north of Baker Parkway and coldmill and overlay of existing AC pavement. The project does not result in an expansion of the use, as the streets are not being expanded to allow for additional traffic, it’s simply routine maintenance work.

Lead Agency
Contact Person: Mathew Hudson Telephone: (626) 333-2211 Signature: Date: April 24, 2025
Title: Director of Public Works

ATTACHMENT D

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ITEM NO. 6.7
Backup Material will be distributed prior to Meeting

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ITEM NO. 6.8
Backup Material will be distributed prior to Meeting

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ITEM NO. 6.9

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MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Mathew Hudson, Director of Public Works
James Cramsie, Sr. Director of Engineering
DATE: April 24, 2025
SUBJECT: Consideration of Amendment No. 3 to the Professional Services Agreement with Kleinfelder, Inc., for on-call geotechnical engineering services, extending the term through April 30, 2028, revising the rate schedule, and increasing compensation by $400,000.00
Background:

On April 8, 2021, the City Council approved a Professional Services Agreement (“Agreement”) with Kleinfelder, Inc., in the amount of $500,000.00 for on-call geotechnical services on future capital improvement projects. Kleinfelder provides evaluations on existing street pavement and subgrades, pavement section recommendations, recommendations for street rehabilitation and reconstruction, geotechnical observation and testing during construction, and construction materials observation and testing.

On May 27, 2021, the City Council approved Amendment No. 1 to the Agreement, amending the rate schedule to include payment for services specific to materials laboratory testing and equipment charges that were mistakenly omitted from the original Agreement. On February 6, 2023, the City Council approved Amendment No. 2 to the Agreement, extending the term through April 7, 2025, increasing compensation by $400,000.00, and updating the address for the City.

Discussion:

Kleinfelder has been providing geotechnical services on a variety of Capital Improvement projects, including:
• Arenth Avenue Reconstruction
• Annual Slurry Seal project
• Sixth Avenue Reconstruction
• Four Grade Separation Pump Stations

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• Gale Avenue Resurfacing
• Stimson Avenue Crossing at LA Subdivision
• Rowland Street Reconstruction
• Nelson Avenue Reconstruction
Due to the volume of projects that Kleinfelder has worked on, it is necessary to amend the Agreement to extend the term of the Agreement through April 30, 2028, along with a companion increase in compensation of $400,000.00 to continue providing geotechnical services on CIP projects. Additionally, it is necessary to revise the rate schedule to include Kleinfelder’s current rates.

Fiscal Impact:

The fiscal impact associated with Amendment No. 3 is $400,000.00. This will be funded by the approved projects in the Capital Improvement Project budget for Fiscal Year 2025-2026.

Recommendation:

Staff recommends that the City Council approve Amendment No. 3 to the Agreement with Kleinfelder
Exhibits:

1. Amendment No. 3 to the Professional Services Agreement with Kleinfelder, Inc., dated April 24, 2025

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AMENDMENT NO. 3
TO PROFESSIONAL SERVICES AGREEMENT WITH KLEINFELDER, INC.

This Amendment No. 3 to the Professional Services Agreement (“Agreement”), is made and entered into this 24th day of April, 2025 (“Effective Date”), by and between the City of Industry, a California municipal corporation (“City”) and Kleinfelder, Inc., a California corporation (“Consultant”) (“Consultant”). The City and Consultant are hereinafter collectively referred to as the “Parties.”

RECITALS
WHEREAS, on or about April 8, 2021, the Agreement was entered into and executed between the City and Consultant for on-call geotechnical engineering services; and WHEREAS, on or about May 27, 2021, Amendment No. 1 was approved to amend the rate schedule to include payment for materials laboratory testing and equipment charges that were omitted from the original Agreement; and
WHEREAS, on or about February 6, 2023, Amendment No. 2 was approved to extend the term through April 7, 2025, increasing compensation by $400,000.00, and updating the address for the City; and
WHEREAS, the Agreement expired on April 7, 2025, and it is necessary to amend the Agreement to extend the term through April 30, 2028 to allow Consultant to continue to provide on-call geotechnical services on various Capital Improvement Projects in the City. Additionally, it is necessary to revise the rate schedule for Consultant’s current rates, and provide a companion increase in compensation of $400,000.00 for the extension; and WHEREAS, for the reasons set forth herein, the City and Consultant desire to enter into this Amendment No. 3, as set forth below.

AMENDMENT
NOW, THEREFORE, in consideration of the mutual covenants, promises and agreements set forth herein, it is agreed the aforesaid Agreement, a copy of which is attached hereto as Exhibit A, and incorporated herein by reference, shall remain in full force and effect except as otherwise hereinafter provided:

1. TERM
Section 1, Term, is hereby revised to read in its entirety as follows:

This Agreement shall commence on April 8, 2025, and shall remain and continue in effect until tasks described herein are completed, but in no event later than April 30, 2028, unless sooner terminated pursuant to the provisions of this Agreement.

ATTACHMENT A

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4. PAYMENT
The second sentence of Section 4. Payment, is hereby revised to read in its entirety as follows:

This amount shall not exceed One Million Three Hundred Thousand Dollars ($1,300,000.00), for the total Term of the Agreement, unless additional payment is approved as provided in this Agreement.

EXHIBIT B, RATE SCHEDULE
The Rate Schedule is hereby rescinded in its entirety and replaced with rates set forth in Attachment 1, attached hereto and incorporated herein by reference.

The person or persons executing this Agreement on behalf of Consultant represents and warrants that he/she has the authority to execute this Agreement on behalf of the Consultant and has the authority to bind Consultant to the performance of its obligations hereunder.

IN WITNESS WHEREOF, the Parties have executed this Amendment No. 3 to the Agreement as of the Effective Date.
“CITY” “CONSULTANT”
CITY OF INDUSTRY KLEINFELDER, INC.

By: ____________________________________ By: _______________________________ Joshua Nelson, City Manager Mark Peabody, Los Angeles Area Manager, Vice President
Attest:

By: ____________________________________
Julie Gutierrez-Robles, City Clerk

APPROVED AS TO FORM
By: ____________________________________
James M. Casso, City Attorney

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ATTACHMENT 1

EXHIBIT B

RATE SCHEDULE
PROFESSIONAL STAFF RATES*
Professional ........................................................................................................................ $ 149 / hour Staff Professional ................................................................................................................ $ 178 / hour Project Professional ............................................................................................................ $ 202 / hour Senior Professional ............................................................................................................. $ 221 / hour Principal Professional .......................................................................................................... $ 268 / hour Project Manager .................................................................................................................. $ 221 / hour Senior Project Manager....................................................................................................... $ 268 / hour Designer/Drafter .................................................................................................................. $ 137 / hour Senior Designer/Drafter....................................................................................................... $ 149 / hour Project Controls Professional .............................................................................................. $ 137 / hour ADMINISTRATIVE STAFF RATES*
Minimum Charges for Office Time Per Day........................................................... One Hour at Applicable Rate

TECHNICIAN STAFF RATES
The technician rates below are based upon the DIR rates required to be paid by Kleinfelder to our onsite technicians. The PW rates are based on the date of service and we have kept the approximate percentage of rate increase the same as from the initial contract date of April 8, 2021.

Prevailing Wage Technician (Amendment Authorization Date to 12/31/2025) ....................... $ 156 / hour Prevailing Wage Technician (1/1/2026 to 12/31/2026)........................................................... $ 163 / hour Prevailing Wage Technician (1/1/2027 to 12/31/2027)........................................................... $ 169 / hour Prevailing Wage Technician (1/1/2028 to 12/31/2028)........................................................... $ 176 / hour Technician (Non Prevailing Wage) ........................................................................................ $ 107 / hour The rates presented above are applicable from April 9, 2025 to December 31, 2025. As of January 1, 2026, the Professional and Administrative rates, and the Non-Prevailing Wage Technician rate, will increase by 4 percent. The Prevailing Wage rate will increase as shown above. Public works projects or projects receiving public funds may be subject to Prevailing Wage laws. The Professional and Administrative rates above do not apply to projects subject to prevailing wages.

Hourly rates for those projects are presented above. The Prevailing Wage Technician rates presented above are based on the current DIR Rate applicable. The Prevailing Wage Technician Rate will be increased as shown above based on the DIR rate. The rates above will be effective upon the date of Amendment approval from the City of Industry.

Administrator ......................................................................................................................... $ 102 / hour Project Administrator ............................................................................................................. $ 143 / hour

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* Applies to all professional rates including but not limited to civil, mechanical, chemical, electrical, geotechnical, and environmental engineers; industrial hygienists; geologists; hydrogeologists; hydrologists; and computer specialists.

Hourly rates assume that other direct costs will be billed and reimbursed by the client.

EQUIPMENT RATES
Equipment Invoice Name Test Method† Price
Anchor Bolt Testing Device ANCHOR BOLT TST/DAY $150.00 / day Brinell Hardness Tester BRINELL HARDNESS/DAY E10 $20.00 /day Concrete Rebound (Schmidt) Hammer SCHMIDT HAMMER/DAY C805 $55.00 / day Concrete Vapor Emission Test Kit MOIST FLOOR/SLAB TST F1869 $30.00 / kit Coring Machine CORING MACHINE /DAY $85.00 /day
Coring Machine with Generator CORING MCH W/GEN DAY $165.00 / day Cylinder Mold CYLINDER MOLDS $3.00 each
Diamond Bit Core Barrel Charge
3" Diameter CORING, 3” DIAM./IN $3.30 / inch
4" Diameter CORING, 4” DIAM./IN $4.40 / inch
6" Diameter CORING, 6” DIAM./IN $6.60 / inch
Digital Thickness Gauge THICKNESS GAUGE /DAY $50.00 /day Equipment Transport Fee EQUIPMENT TRANSPORT $76.00 /day FerroScan Equipment FERROSCAN EQUIPMENT $275.00 /day
Floor Flatness Testing Device (Per Sq Ft) FLOOR FLATNESS /SF E1155 $0.10 /sq ft Floor Flatness Testing Device (Per Test) FLOOR FLATNESS TST E1155 $150.00 / day Hand Auger and Soil Sampler HAND AUGER/DAY $75.00 /day
Magnetic Particle Testing Device MAGNETIC PARTICLE ASNT, AWS B1.1 $45.00 /day Nuclear Soil Density/Moisture Gauge NUCLEAR DENS GAUGE D6938 $75.00 / day Skidmore Bolt Tension Calibrator SKID WILH BOLT/DAY A325, A490 $55.00 / day Torque Wrench, up to 1,000 foot-pounds TORQUE WRENCH/DAY A325, A490 $50.00 / day Ultrasonic Testing Device UT TESTING EQUIP/DAY ASNT, AWS B1.1 $75.00 /day

SOIL DENSITY TESTS
Test Standard Test Method† Fee
Standard Proctor D698, T99 $ 305 each
Modified Proctor D1557, T180 $ 305 each
Rapid Determination of Compaction* D5080 $ 250 each
1-Point Proctor, Check Point T272 $ 180 each
Proctor Oversize Correction D4718 $ 95 each
Treated Soil Proctor D558 $ 400 each
Minimum and Maximum Relative Density D4254, D4253 $ 535 each Maximum Density by Vibratory Hammer D7382 $ 695 each
Moisture/Density, TEX 113-E TEX113-E $ 345 each
Moisture/Density, TEX 114-E TEX114-E $ 345 each
California Impact, CT 216 CT216 $ 285 each
*Field Test

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SOIL CLASSIFICATION AND INDEX TESTS
Test Standard Test Method† Fee
Visual Classification D2488 $ 37 each
Sieve Analysis, % Finer than No. 200 Sieve D1140 $ 115 each Sieve Analysis, Fine D422, D6913, T88 $ 165 each
Sieve Analysis, Coarse D422, D6913, T88 $ 165 each
Sieve Analysis, Coarse and Fine D422, D6913, T88 $ 210 each Hydrometer Analysis (Requires a Sieve Analysis, not included) D422, D7928 $ 230 each Water Content D2216, D4363, T265 $ 32 each
Water Content and Dry Unit Weight D2216, D2937, D7263 $ 58 each Atterberg Limits, Single Point D4318-B, T89, T90 $ 150 each Atterberg Limits, Multiple Point D4318-A, T89, T90 $ 230 each Soil Specific Gravity D854, T100 $ 285 each
Soil Organic Content D2974-C $ 160 each
Fiber Content of Peat Soils D1997 $ 335 each
Pinhole Dispersion Classification D4647 $ 660 each
Soil pH D4972, G51 $ 74 each
Double Hydrometer for Dispersive Soils D4221 $ 345 each Crumb Test for Dispersive Soils D6572 $ 110 each
Soil Resistivity G187 $ 200 each
Chloride Content $ 89 each
Sulfate Content $ 74 each
Thermal Resistivity, Per Point D5334, IEEE 422 $ 410 each Thermal Resistivity, Dry-Out Curve D5334, IEEE 422 $ 1,195 each Methylene Blue C837 $ 290 each

SOIL STRENGTH AND PERMEABILITY TESTS
Test Standard Test Method† Fee
Pocket Penetration Value $ 37 each
Unconfined Compressive Strength D2166, T208 $ 180 each
Direct Shear, 1 Point D3080, T236 $ 190 each
Direct Shear, 3 Points D3080, T236 $ 495 each
Direct Shear, Residual Strength, Each Point D3080-Modified $ 315 each Consolidation without Time Rate Plots D2435-Modified $ 430 each

SOIL BEARING PRESSURE TESTS
Test Standard Test Method† Fee
California Bearing Ratio, Single Point (proctor not included) D1883, T193 $ 440 each California Bearing Ratio, 3 Points (proctor not included) D1883, T193 $ 820 each Resistance R-Value D2844 $ 410 each
Resistance R-Value of Treated Material D2844 $ 475 each Rock Correction for R-Value D2844 $ 105 each
Stabilized Soil UC Strength, 1 Point (proctor not included) D1633, D5102 $ 220 each Stabilized Soil UC Strength, Set of 3 D1633, D5102 $ 1,195 each CT373, 1 Lime Content, w/o Opt. Moist. CT373 $ 210 each CT373, 1 Lime Content CT373 $ 460 each
CT373, 3 Lime Contents CT373 $ 1,385 each
Eades and Grim Test (Opt. Lime Content) C977 $ 245 each Resilient Modulus T307 $ 600 each
CTB Strength, Individual Specimen $ 230 each
CTB Strength, Set of 3, Without Design $ 525 each
CTB Complete Mix Design $ Inquire each

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Consolidation with 2 Time Rate Plots D2435-A, T216-A $ 565 each Consolidation, All Loads with Time Rates D2435-B, T216-B $ 800 each Collapse Potential D5333 $ 315 each
One Dimensional Swell – Wetting After Loading, Series D4546-A $ 380 each One Dimensional Swell – Wetting After Loading D4546-B $ 220 each One Dimensional Swell – Loading After Wetting D4546-C $ 600 each Expansion Index D4829 $ 245 each
Denver Swell Test $ 220 each
Permeability, Rigid Wall D2434 $ 565 each
Permeability, Flexible Wall D5084-C $ 495 each
Triaxial Compression, CU, 1 Point D4767, T297 $ 630 each Triaxial Compression, CU, 3 Points D4767, T297 $ 1,560 each Triaxial Compression, UU, 1 Point D2850, T296 $ 265 each Triaxial Compression, UU, 3 Points D2850, T296 $ 800 each Triaxial Compression, UU Saturated, 1 Point D2850-Modified $ 380 each Triaxial Test, TEX117E, Part I TEX117E $ 2,250 each
Triaxial Test, TEX117E, Part II TEX117E $ 2,250 each
Vane Shear – Motorized D4648 $ 100 each

ROCK TESTS

AGGREGATE TESTS
Test Standard Test Method† Fee
Rock Sample Preparation D4543 $ 150 each
Rock Mohs Hardness IRSM $ 100 each
Rock Point Load Index, per Point* D5731 $ 68 each
Rock Slake Durability D4644 $ 250 each
Rock Splitting Tensile/Brazilian, per Point* D3967 $ 125 each Rock Direct Tensile D2936 $ 250 each
Rock Unconfined Compression D7012-C $ 315 each
Above testing fees include routine sample preparation (end grinding) and sample photographs. *Point load and splitting tensile test fees are per break, not per set of ten.

Test Standard Test Method† Fee
ASR Reactivity, Long Method C227, C1293 $ 2,135 each
ASR Reactivity, Short Method C1260, C1567 $ 1,195 each
Cleanness Value CT227 $ 210 each
Clay Lumps and Friable Particles, per size *(see note below) C142, T112 $ 130 each Coarse Specific Gravity & Absorption C127, T85 $ 125 each Fine Specific Gravity & Absorption C128, T84 $ 185 each Coarse Durability D3744, T210 $ 190 each
Fine Durability D3744, T210 $ 190 each
Flat and Elongated Particles, per size *(see note below) D4791 $ 120 each Fractured Faces, per size *(see note below) D5821, T335 $ 130 each Lightweight Pieces (Per specific gravity of heavy liquid) C123, T113 $ 370 each Los Angeles Abrasion, Large Aggregate C535 $ 250 each
Los Angeles Abrasion, Small Aggregate C131, T96 $ 250 each Mortar Sand Strength C87, CT515 $ 820 each
Organic Impurities C40, T21 $ 125 each
Sand Equivalent D2419, T176 $ 190 each
Sieve Analysis, % Finer than No. 200 Sieve C117, T11 $ 115 each Sieve Analysis, Fine C136, T27 $ 165 each

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FILTER MEDIA TESTS

CONCRETE TESTS

ROLLER COMPACTED CONCRETE TESTS
Test Standard Test Method† Fee
RCC Compression C1435/C39 $ 68 each
RCC Air Content C1849 $ 125 each
RCC Unit Weight C1849 $ 125 each
RCC Consistency and Density (VeBe) C1170 $ 1,680 each
RCC Accelerated Cure C1768 - modified $ 790 each
RCC Trial Batch ACI 211.1 $ inquire each
Sieve Analysis, Coarse C136, T27 $ 165 each
Sieve Analysis, Coarse and Fine C136, T27 $ 210 each
Soundness of Aggregate, per size *(see note below) C88, T104 $ 190 each Unit Weight C29, T19 $ 84 each
Water Content D2216, C566, T255 $ 32 each
Texas Wet Ball Mill TEX116E $ 380 each
Decantation Wash TEX406A $ 115 each
Uncompacted Void Content of Fine Aggregate C1252, T304 $ 180 each *Tests are billed by each size fraction tested. The quantity of fractions tested is dependent on the sample gradation and test method.

Test Standard Test Method† Fee
Filter Media, Sieve Analysis (includes d10, d60, es, cu) AWWA B100 $ 230 each Filter Media, Mohs Hardness AWWA B100 $ 230 each
Acid Solubility AWWA B100 $ 230 each
Test Standard Test Method† Fee
Concrete Compression C39 $ 42 each
Concrete Core Compression C42 $ 105 each
Concrete Flexural Strength C78 $ 130 each
Hydraulic Cement Mortar Compression C109 (field cast) $ 42 each Concrete Drying Shrinkage, set of 3* C157 $ 640 Each
Concrete Core Thickness C174 $ 58 each
Concrete Laboratory Trial Batch** C192 $ 1,750 each
Concrete Time of Set by Penetration Resistance C403, C191 $ 2,400 each Concrete Modulus of Elasticity C469 $ 600 each
Concrete Splitting Tensile Strength C496 $ 175 each
Concrete Absorption C497, C642 $ 200 each
Concrete Cylinder Unit Weight C567 $ 200 each
Non-Shrink Grout Compression C1107, C579 $ 42 each
Shotcrete Compression C1140, C1604 $ 89 each
Shotcrete Core Grading ACI 506.3 $ 150 each
Concrete Paving Slab Modulus of Rupture C1782 $ 945 each Concrete Direct Tensile D2936, CRD C164 $ 525 each
CLSM Compression D4832 $ 58 each
*For sets greater than 3, add $100 per prism
**Includes up to 9 cylinders or 9 flex beams, additional cylinders, beams, or shrinkage prisms charged at individual unit rates

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MASONRY TESTS
Test Standard Test Method† Fee
Masonry Grout Compression C1019, C942 $ 42 each
Masonry Mortar Compression C270, C780 $ 42 each
Masonry Core Compression and Shear CA DSA $ 210 each
Masonry Prism Compression C1314 $ 160 each
CMU Absorption and Received Moisture C140 $ 125 each
CMU Compression C140 $ 130 each
CMU Dimension Verification C140 $ 60 each
CMU Lineal Shrinkage C426 $ 350 each

ASPHALT TESTS

MIX PROPERTY TESTS
Test Standard Test Method† Fee
Air Voids Determination (calculation only) D3203, AI-MS-2 $ 68 each VMA Determination (calculation only) AI-MS-2, CT-LP-2 $ 68 each VFA Determination (calculation only) AI-MS-2, CT-LP-2 $ 68 each Volumetric Properties (calculation only) AI-MS-2, CT-LP-2 $ 68 each AC Moisture Content T329 $ 85 each
Gradation of Extracted Aggregate D5444 $ 160 each
AC Content by Extraction D2172 $ 375 each
AC Content by Ignition Oven D6307, T308 $ 200 each
AC Ignition Oven Calibration (determination of mix correction) D6307 $ 440 each Hveem Stability D1560 $ 440 each
Hveem Stability without Compaction D1560 $ 230 each
Marshall Stability and Flow (does not include compaction) D6927 $ 220 each

DESIGN AND DENSITY TESTS
Test Standard Test Method† Fee
AC Core Thickness D3549 $ 45 each
AC Core Unit Weight & Thickness D1188, D2726, D3549 $ 68 each Unit Weight, Gyratory Method D6925, T312 $ 400 each
Unit Weight, Hveem Method D1561 $ 390 each
Unit Weight, Marshall Method D6926 $ 285 each
Maximum Theoretical Specific Gravity D2041 $ 210 each
Moisture Induced Damage T283 $ 1,695 each
Hamburg Wheel Track, Set of 2 T324 $ 1,270 each
Index of Retained Strength D1075 $ 1,445 each
Indirect Tensile Strength (does not include compaction) D6931 $ 1,050 set/3 Indirect Tensile Strength of Cored Specimen D6931 $ 440 each Caltrans Tensile Strength Ratio CT371 $ 2,310 each
Caltrans Optimum Bitumen Content OGFC CT368 $ 2,135 each Film Stripping CT302 $ 190 each
Mix Design, Hveem Method CT367 $ Inquire each
Mix Design, Marshall Method AI-MS-2 $ Inquire each
Mix Design, Superpave Method AI-MS-2 $ Inquire each

EMULSION TESTS
Test Standard Test Method† Fee
Emulsion Settlement D6930, T59 $ 295 each
Emulsion Sieve Test D6933, T59 $ 130 each
Emulsion Storage Stability D6930, T59 $ 230 each
Emulsion Torsional Recovery CT332 $ 200 each

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Particle Charge D7402, T59 $ 130 each
Residue by Evaporation D6934, T59 $ 145 each
Saybolt Viscosity D7946, T59 $ 200 each
Slurry Seal Wet Track Abrasion D3910, ISSA TB100 $ 440 each

METAL TESTS

BOLT TESTS
Test Standard Test Method† Fee
Bolt Assembly Suite (Bolt, Nut, Washer) * F606 $ 300 each Bolt Hardness E18 $ 40 each
Bolt Proof Load F606 $ 60 each
Bolt Wedge Tensile F606 $ 65 each
Nut Hardness E18 $ 40 each
Nut Proof Load F606 $ 60 each
Washer Hardness E18 $ 40 each
*An 'assembly' is one bolt, one nut and one washer. The suite consists of a bolt wedge tensile test, bolt and nut proof load tests, and hardness tests on all three pieces.

REINFORCING BAR TESTS
Test Standard Test Method† Fee
Bend A370, E290 $ 60 each
Rebar Tensile, up to No. 11 A370, E8 $ 120 each
Rebar Tensile, No. 14 and No. 18 A370, E8 $ 300 each
Rebar Coupler Slip A370, A1034, CT670 $ 225 each
Rebar Coupler Tensile, up to No. 11 A370, A1034, CT670 $ 150 each Rebar Coupler Tensile, No. 14 and No. 18 A370, A1034, CT670 $ 350 each Headed Rebar Tensile, up to No. 11 A370, A970 $ 150 each Headed Rebar Tensile, No. 14 and No. 18 A370, A970 $ 350 each Modulus of Elasticity* A370 $ 300 Each
Epoxy Coating Thickness A775, A934 $ 130 each
Epoxy Coating Continuity – Holiday Test A775, A934 $ 130 each Epoxy Flexibility - Bending A775, A934 $ 130 each
*Machined specimens only, in addition to the tensile fee.

METAL TESTS
Test Standard Test Method† Fee
PT Strand Tensile A370, A1061 $ 255 each
Anchor Bolt Tensile, up to 1.5” dia. F1554 $ 190 each
Anchor Bolt Tensile, greater than 1.5” dia. F1554 $ 350 each Reduced Section Tensile* A370 $ 250 each
Rockwell Hardness E18 $ 40 each
Macroetch E381 $ 500 each
Charpy Impact, Set of 3 ** A370, A673 $ 1,000 each
Galvanization Thickness B499, E376 $ 35 each
Fireproofing Density E605 $ 115 each
*Machining test specimens is not included. Additional fees for stress-strain diagram. **Machining test specimens is not included. Additional fees will be assessed for testing at temperatures other than 40°F.

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MISCELLANEOUS TESTS
Test Standard Test Method† Fee
Tensile and Elastic Modulus Polymer Composite Materials D3039 $ 805 set/5

SAMPLE PREPARATION
Test Standard Test Method† Fee
Sample Cutting and Trimming $ 42 each
Sample Preparation $ 75 each
Sample Remolding $ 100 each
Contamination Fee $ varies each
Sample Disposal Fee $ 10 each

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EXHIBIT A TO AMENDMENT NO. 3
PROFESSIONAL SERVICES AGREEMENT WITH KLEINFELDER, INC. DATED APRIL 8, 2021

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ITEM NO. 6.10

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MEMORANDUM
TO: Honorable Mayor and Members of the City Council
FROM: Joshua Nelson, City Manager
STAFF: Bing Hyun, Asst. City Manager
DATE: April 24, 2025
SUBJECT: Consideration of a Public Health Services Contract with the County of Los Angeles for public health services
Background:

The County of Los Angeles Department of Public Health (“County”) has provided public health services to Industry since the City’s incorporation in 1957. The current Public Health Services Contract was last amended in 1959. Public health services provided by the County include:

1. Appointment of the County’s Health Officer to act as the City’s Health Officer.

2. Enforcement of various public health regulations including the County Health Code, which is adopted by reference pursuant to Industry Municipal Code 8.04.010 and

8.04.020; statutes related to public health; and orders, quarantines, and other regulations prescribed by the California Department of Public Health.

3. Issuance of required public health permits.

Discussion:

The County’s Board of Supervisors approved a revised Agreement on October 22, 2024, and now requires cities that wish to continue receiving County public health services to enter into the revised Agreement.

The proposed Public Health Services Contract (“Agreement”) continues to authorize the County to provide existing services and enforce public health laws within the City. The new Agreement will remain in effect through June 30, 2029, and will automatically renew for consecutive fiveyear terms unless either party provides written notice of termination at least 180 days before July 1 of any given year.

Fiscal Impact:

There is no fiscal impact. Public health permit fees are established, collected and retained by

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the County. This would continue under this Agreement.

Recommendation:

Staff recommends that the City Council approve the Agreement.

Exhibits:

1. City of Industry PH-005623

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City of Industry – PH-005623
Contract No. PH-005623

DEPARTMENT OF PUBLIC HEALTH

PUBLIC HEALTH SERVICES CONTRACT
THIS CONTRACT “Contract” is made and entered into on _______________ by and between COUNTY OF LOS ANGELES
(hereafter "County")
and CITY OF INDUSTRY
(hereafter "City")
THIS PUBLIC HEALTH SERVICES CONTRACT ("Contract") is made by and between the County of Los Angeles, hereinafter referred to as the "County", and the City of Industry hereinafter referred to as "City."
RECITALS:

The City desires to continue to contract with the County for the performance of public health services by the County’s Department of Public Health (“Public Health”), for the County’s Health Officer to act as the City’s Health Officer, and for the County's Department of Public Health to serve as the City's Environmental Health Department.

The County agrees to continue performing such services on the terms and conditions set forth in this Contract.

This Contract is authorized by California Health and Safety Code Sections 101400 and 101405.

To effectuate public health services for the City, the County and its duly appointed Health Officer shall exercise the powers and duties that are conferred upon local health officers by law.

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City of Industry – PH-005623
The County Health Officer shall fulfill the obligations and exercise the authority conferred by California Health and Safety Code Sections 101470 and 101475 within the territorial jurisdiction of the City in the performance of this Contract.

THEREFORE, THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. TERM: This Contract shall become effective upon date of execution, and replace all prior contracts for public health services between the City and County.

This contract shall continue in full force and effect until June 30, 2029. Subject to Section 7 below, this Contract shall thereafter be automatically renewed for consecutive five (5) year terms, for an indefinite period, without further action by either City or County, unless City or County terminates the Contract in the manner set forth in Section 7.

2. PUBLIC HEALTH SERVICES: The County and the County’s Health Officer shall observe and enforce within the territorial jurisdiction of the City all of the following:
a. Orders, quarantine, and other regulations, concerning public health, prescribed by the California Department of Public Health (“CDPH”). b. Statutes relating to public health.
c. Provisions of Los Angeles County Code, Title 11, and any amendments thereto, as adopted by City by ordinance or resolution, to the same extent as they are enforced in the unincorporated area of the County.

3. DESCRIPTION OF PUBLIC HEALTH FUNCTIONS:
a. The performance of all public health services, the standard of performance and other matters incidental to the performance of public health services and observation and enforcement of public health statutes, regulations, ordinances and CDPH orders and guidance shall be determined solely at the discretion of the County Health Officer and/or Director of County

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City of Industry – PH-005623
Public Health. The control of County personnel under this Contract shall remain exclusively with the County.
b. The County agrees to continue to perform for the City such public health services as are authorized or mandated by state laws or regulations related to public health, to be performed by the local health officer or local enforcement agency.
i. Pursuant to California Health and Safety Code section 101045, the County shall investigate health and sanitary conditions in detention facilities operated by the City, if any. County may bill and receive payment from City for inspection and reporting services in the manner provided by Paragraph 4, subsections (g) and (h) of this Contract.
ii. For future enactments of state law or regulation, County agrees to perform public health services that impose a specific duty or obligation on the local health officer to observe or enforce. Should future state law statutory or regulatory enactment related to public health not impose a duty or obligation on the local health officer, City may request in writing that the County perform that public health service. Should County elect to perform that discretionary public health service for City, pursuant to such City request, then County may bill and receive payment from City for inspection and reporting services in the manner provided by Section 4, subsections (g) and (h) of this Contract.
c. The County agrees to continue to perform for the City such public health services as authorized or mandated by provisions of Title 11 of the Los Angeles County Code, and any amendments or additions thereto, that the City has adopted via ordinance or resolution.
i. Should the County Board of Supervisors enact future provisions to or amend existing provisions of Title 11 of the Los Angeles County Code, County will inform the City of the newly enacted provision or amendment via email to the City’s Manager, and describe the

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City of Industry – PH-005623
enacted new provision or amendment and the impact to the services performed under this Contract, if any.
ii. For future ordinances that may be enacted by the Board of Supervisors into Title 11 of the Los Angeles County Code, in order for the County to observe and enforce that enacted ordinance within the City, the City must approve the incorporation of the identical version of that new Title 11 provision into its municipal code via ordinance or by resolution of the City Council. iii. Any future amendments to provisions of Title 11 of the Los Angeles County Code that exist in the City’s Municipal Code at the date of the execution of this Contract, shall be incorporated by the City into its municipal code.
d. The County shall issue public health permits and licenses to permittees located within the City and collect the fees as provided for in Los Angeles County Code, Title 8, Chapter 8.04. Such fees shall be retained by County Public Health for the benefit of County as full compensation for the services performed by the Public Health Director and County Health Officer on behalf of the City.
i. County may, from time to time, amend or alter the public health permit or license fees charged to those individuals or entities required to obtain a public health permit or license pursuant to either state statute or Los Angeles County Code, Title 8, Chapter

8.04. ii. City may not set, collect, or retain public health permit or license fees for any public health service performed by County under this Contract.
e. For the purpose of performing said functions, County shall furnish and supply all necessary labor, supervision, equipment, and supplies necessary to provide the public health services described in this Contract and as necessary to protect the public health, safety, and welfare as determined by Public Health in its sole discretion. All persons employed in

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City of Industry – PH-005623
the performance of public health services and functions under this Contract shall be County personnel.

4. GENERAL TERMS:
a. To facilitate the performance of public health services, City and County will cooperate and assist each other to fulfill the purpose and intent of this Contract.
b. Exhibit A of this Contract, which is attached hereto and incorporated herein, shall provide the language of the City’s Municipal Code, as amended, that reflects the City’s specific adoption of Division 1 of Title 11 of the Los Angeles County Code as of the effective date of this Contract.

Exhibit A may be revised to reflect any changes to the City’s Municipal Code regarding Title 11 of the Los Angeles County Code. c. All persons employed in the performance of such public health duties, functions and services for City shall be County employees or personnel and no City employee shall be supplanted by County, and no person employed by County under this Contract shall have any City pension, civil service, or any status or right.
d. The City shall not be called upon to assume any liability for the direct payment of any salary, wages or other compensation to any County personnel performing services hereunder for the City, or be liable for compensation to or required to indemnify any County employee for injury or sickness arising out of his or her employment.
e. The parties have executed an Assumption of Liability Contract approved by the Board of Supervisors on December 27, 1977, and/or a Joint Indemnity Contract approved by the Board of Supervisors on October 8, 1991. Whichever of these documents the City has signed later in time is currently in effect and hereby made a part of and incorporated into this Contract by reference. In the event that the Board of Supervisors later approves a revised Joint Indemnity Contract, and the City executes the

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City of Industry – PH-005623
revised contract, the subsequent contract as of its effective date shall supersede the contract previously in effect between the parties hereto. f. City is not required to separately reimburse County for the performance or enforcement of any City ordinance or resolution which adopts identical provisions of Los Angeles County Code, Title 11, and its amendments. g. Should City request in writing additional public health services of the County, that are not required by statute, regulation or CDPH Order, or as provided in Title 11 of the Los Angeles County Code, the County may charge the City, at rates approved by the Board of Supervisors, an hourly rate that will reimburse the County for the costs for the provision of those specific public health services.
h. County, through its Director of Public Health, must render to City within twenty (20) calendar days after the close of each calendar month an itemized invoice which covers all extra services performed for City if such services were requested by the City in writing, during said month, and City must pay County within thirty (30) days after date of such invoice. i. If a violation of public health statutes, regulations or ordinances results in a public health hazard within the City, County will notify the City Manager in writing. If the City elects to pursue legal prosecution or abatement, City shall provide to County contact information for counsel that will represent the City or the People in any legal proceeding to abate or mitigate the public health hazard. City shall bear the full cost of such proceedings.

County may bill City on an hourly basis for time spent by County employees participating in such legal proceedings.

5. NOTICES: Notices hereunder must be in writing and may either be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, attention to the parties at the addresses listed below. Public Health Director, or the Director’s designee, is authorized to execute all notices or demands which are required or permitted by County under this Contract.

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City of Industry – PH-005623
Addresses and parties to be notified may be changed by providing at least ten (10) working days prior written notice to the other party.

A. Notices to County must be addressed as follows:
(1) Department of Public Health
Environmental Health – Administrative Headquarters
5050 Commerce Drive
Baldwin Park, California 91706
Attention: Director, Environmental Health
E-mail: [email protected]
(2) Department of Public Health
Contracts and Grants Division
5555 Ferguson Drive, 2nd Floor, Suite 210
Commerce, CA 90022
Attention: Division Director
Email: [email protected]
(3) Department of Public Health
Office of the Director
Attention: Director, Public Health
313 North Figueroa Street
Los Angeles, CA 90012
Email: [email protected]
B. Notices to City must be addressed as follows:
(1) City of: Industry
Attention: City Manager
15625 Mayor Dave Way
Industry, CA 91744
Email: [email protected]
Phone: (626) 333-2211

6. GOVERNING LAW, JURISDICTION, AND VENUE: This Contract will be governed by, and will be construed in accordance with, the laws of the State of California. City agrees and consents to the exclusive jurisdiction of the courts of the State of California or the United States Courthouse, Central District, Western Division, for all purposes regarding this Contract and further agrees and consents

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City of Industry – PH-005623
that venue of any action brought under this Contract shall be exclusively in the County of Los Angeles.

7. TERMINATION FOR CONVENIENCE: The performance of services under this Contract may be terminated, with or without cause, in whole or in part, from time to time when such action is deemed by County or City to be in their own best interest. Termination of services hereunder shall be effectuated by the delivery of an advance written Notice of Termination of the entire Contract by one party to the other at least one hundred and eighty (180) calendar days prior to July 1 of the following calendar year. The termination of services may only be effective on July 1 of the calendar year, so as to assure no lapse in public health and local health officer services to the residents of City.

8. ALTERATION OF TERMS/AMENDMENTS: The body of this Contract and any Exhibits attached hereto, and documents incorporated by reference, fully expresses all understandings of the parties concerning all matters covered and shall constitute the total Contract. No addition to, or alteration of, the terms of this Contract, whether by written or verbal understanding of the parties, their officers, employees or agents, shall be valid and effective unless made in the form of a written amendment to this Contract which is formally approved and executed by the parties in the same manner as this Contract.

9. INDEPENDENT CONTRACTOR STATUS: This Contract is by and between the County and City and is not intended, and shall not be construed, to create the relationship of agent, servant, employee, partnership, joint venture, or association, as between the County and City. The employees and agents of one party shall not be, or be construed to be, the employees or agents of the other party for any purpose whatsoever.

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City of Industry – PH-005623

10. NO INTENT TO CREATE A THIRD-PARTY BENEFICIARY CONTRACT:

Notwithstanding any other provision of this Contract, the parties do not in any way intend that any person shall acquire any rights as a third-party beneficiary under this Contract.

11. VALIDITY: If any provision of this Contract or the application thereof to any person or circumstance is held invalid, the remainder of this Contract and the application of such provision to other persons or circumstances shall not be affected thereby.

12. WAIVER: No waiver by the County of any breach of any provision of this Contract shall constitute a waiver of any other breach or of such provision.

Failure of the County to enforce at any time, or from time to time, any provision of this Contract shall not be construed as a waiver thereof. The rights and remedies set forth in this paragraph shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Contract. /
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City of Industry – PH-005623
IN WITNESS WHEREOF, the Board of Supervisors of the County of Los Angeles has caused this Contract to be subscribed by its Director of Public Health, and Contractor has caused this Contract to be subscribed in its behalf by its duly authorized officer, the month, day, and year first written above.

CITY OF INDUSTRY COUNTY OF LOS ANGELES
By: ____________________________ By: _____________________________ Cory Moss Barbara Ferrer, Ph.D., M.P.H., M.Ed.

Mayor Director
Date: ___________________________ Date: ___________________________

APPROVED AS TO FORM APPROVED AS TO FORM

BY THE OFFICE OF THE CITY ATTORNEY BY THE OFFICE OF THE COUNTY COUNSEL JAMES M. CASSO, City Attorney DAWYN R. HARRISON, County Counsel

By: ____________________________ APPROVED AS TO CONTRACT City Attorney ADMINISTRATION:

Department of Public Health
Date: ___________________________
By: _____________________________
Contracts and Grants Division
ATTEST:

JULIE GUTIERREZ-ROBLES, City Clerk
Date: ___________________________

By: ____________________________
City Clerk
Date: ___________________________
(AFFIX CORPORATE SEAL HERE)
#07642:db

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INDUSTRY – PH-005623
Exhibit A:

CITIES - HEALTH OFFICER - ADOPTION OF COUNTY CODE

INDUSTRY
ADOPTION OF OUR COUNTY CODE TITLE 8 & TITLE 11

8.04.010 Adoption of Health and Safety Code.

A. The county of Los Angeles Health and Safety Code, codified as Division 1 of Title 11 of the Los Angeles County Code, as such code may be amended from time to time, except as hereinafter amended by this chapter, is adopted by reference as the Public Health and Safety Code of the city.

B. At least three copies of the current version of Division 1 of Title 11 of the Los Angeles County code will be at all times maintained in the office of the city clerk for use and examination by the public. (Ord. 709 § 2 B, 2005; Ord. 292 § 1, 1968; Ord. 272 § 1, 1967)

8.04.020 Adoption of Public Health Licenses Code.

A. The Los Angeles County Public Health Licenses Code, codified as Division 1 of Title 8 of the Los Angeles county code, as such code may be amended from time to time, except as hereinafter amended by this chapter, is adopted by reference as the Public Health Licenses Code of the city.

B. At least three copies of the current version of Division 1 of Title 8 of the Los Angeles County Code will be at all times maintained in the office of the city clerk for use and examination by the public. (Ord. 79 § 2 B, 2005; Ord. 372 § 2, 1974)

CITY MUNICIPAL CODE EXCLUSION OF SPECIFIC PUBLIC HEALTH SERVICES None

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ITEM NO. 7.1

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ORDINANCE NO. 835

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
INDUSTRY, CALIFORNIA, REPEALING ORDINANCE NO. 823 AND

APPROVING AN ADJUSTMENT TO THE MONTHLY

COMPENSATION FOR THE MEMBERS OF THE CITY COUNCIL
WHEREAS, Section 302 of the City’s Charter provides, in pertinent part, that compensation for Council Members may be increased by an Ordinance adopted in compliance with the provisions of California Government Code Section 36516.2; and WHEREAS, Government Code Section 36516.2 was repealed in 1984, and its language is now included in Government Code Section 36516(a)(4). Pursuant to Section 36516(a)(4), the amount of the salary increase for a Council Member cannot exceed five percent for each calendar year from the operative date of the last salary adjustment; and WHEREAS, on April 13, 2023, the City Council adopted Ordinance No. 823 setting the monthly compensation of Council Members at Two Thousand Six Hundred Eleven and 31/100 Dollars; and
WHEREAS, City Staff is recommending, pursuant to Government Code Section 36516(a)(4), a five (5%) increase per year since the last operative increase in July 2023. Pursuant to Staff’s recommendation, effective on July 1, 2025, the City Council’s monthly compensation shall be Two Thousand Eight Hundred Seventy-Two and 42/100 Dollars.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF INDUSTRY, CALIFORNIA, DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. The above recitals are true and correct and are incorporated herein by reference.

Section 2. Ordinance No. 823 is hereby repealed as of the effective date of this Ordinance.

Section 3. Pursuant to Section 302 of the City’s Charter, and California Government Code Section 36516(a)(4), the monthly compensation for the City Council Members effective as of July 1, 2025, shall be the sum of Two Thousand Eight Hundred Seventy-Two and 42/100 Dollars.

Section 4. Severability. Should any section, subsection, clause, or provision of this Ordinance for any reason be held to be invalid or unconstitutional, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this Ordinance; it being hereby expressly declared that this Ordinance, and each section, subsection, sentence, clause, and phrase hereof would have been prepared, proposed, approved, and ratified irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared invalid, unenforceable, or unconstitutional.

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Section 5. Effective Date. In accordance with California Government Code Section 36937, this Ordinance shall take effect and be in force thirty (30) days from passage and adoption.

Section 6. Publication. The City Clerk shall certify to the passage and adoption of this Ordinance and shall cause this Ordinance to be published and posted as required by law.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Industry at a regular meeting held on May 8, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:
______________________________
Cory C. Moss, Mayor
ATTEST:
_______________________________
Julie Gutierrez-Robles, City Clerk

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ITEM NO. 7.2
Verbal Presentation

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Industry City CouncilApril 24, 2025

Industry City Council
April 24, 2025