CC - Item 4C - Attachment C (Project Bid Pacakage)Attachment C
Project Bid Package
CITY OF ROSEMEAD
CALIFORNIA
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
FISCAL YEAR 2025-2026
IN THE CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION
8838 E. VALLEY BOULEVARD
ROSEMEAD, CA 91770
TELEPHONE: (626) 569-2150 FAX: (626) 307-9218
BIDS DUE: July 1st, 2026, At 02:00 P.M.
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
FISCAL YEAR 2025-2026
TABLE OF CONTENTS
BIDDING DOCUMENTS
1.Notice Inviting Bids ................................................................................ NIB-1 - NIB-2
2.Instructions to Bidders……………………………………………...........ITB-1 - ITB-10
3.Contract Bid Forms……………………………………………………CBF-1 - CBF-21
CONTRACT AGREEMENT
1.Contract Agreement and Insurance Requirements
2.Performance Bond
3.Payment Bond
CONTRACT APPENDIX
Part "A" General Provisions ...................................................... GP-1 – GP-34
Part "B" Supplemental General Conditions ............................ GC-1 – GC-10
Part "C" Technical Provisions ................................................. TP-1 – TP-19
Part “D” Appendix
Appendix A –Project Plans and Striping Plans
Appendix B – Concrete Improvements - Location Index
Appendix C – Willard Ave Improvements
Appendix D – Garvey Center Parking Lot Improvements
Appendix E – Zapopan Park Parking Lot Striping
Appendix F – Monitoring Well Details
NIB- 1
CITY OF ROSEMEAD
NOTICE INVITING BIDS
NIB No. 2026-06
NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD, California, will receive
sealed bids at the City Clerk’s office, City Hall, 8838 Valley Blvd, Rosemead, CA 91770 up to 02:00
P.M. on July 1st, 2026.
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850, 21034, & 24009
The project consists of cold-mill and overly of existing AC Roadway Pavement, cold-mill and
overlay of existing AC Alleyway Pavement, Constructing quick set emulsion aggregate slurry Type
II (cationic) with 2 ½ percent latex additive, adjusting manhole covers, water valve covers, water
meter covers and gas covers to grade. The project also consists of concrete improvements to be
made within the roadway segments that will be resurfaced including removal and replacement of
broken curb and gutter, roadway spandrels, etc., per bid schedule. Project also includes removal and
replacement of raised pavement markers, and roadway striping as well as miscellaneous work for
parking lot improvements at Garvey Center and Zapopan Park as indicated on the construction
plans, including other incidental and appurtenant work necessary for the proper completion of the
project as indicated in the appendix and other related work as described in the plans and
specifications.
The engineer’s estimate for this project is in the range of $3,600,000. The successful bidder shall
have FORTY (40) working days to complete the work. Liquidated damages shall be $500.00 per
calendar day.
Copies of the Bidding and Contract Documents, Plans and Specifications can be obtained from the
City’s PlanetBid portal. Contractors can register as a vendor and download the documents by visiting
the PlanetBid Portal (https://pbsystem.planetbids.com/portal/54150/portal-home). Hard copy of the
bid package will not be mailed.
SB 854 Requirements: This project is subject to the requirements of SB 854. No prime contractor or
subcontractor may be listed on a bid proposal for a public works project unless registered and qualified
with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime
contractor or subcontractor may be awarded a contract for public work on a public works project
unless registered and qualified with the Department of Industrial Relations pursuant to Labor Code
section 1725.5. This project is subject to compliance monitoring and enforcement by the Department
of Industrial Relations. The bid proposal must include a print out from the DIR registration website
showing that the prime contractor and each subcontractor is currently registered and qualified. No bid
proposals will be accepted nor any contract entered into with a prime contractor without proof of
registration as required above. [Unless within the limited exceptions from this requirement for bid
proposals only under Labor Code Section 1771.1(a)]
NIB- 2
Each bid must be accompanied by a bidder’s security in an amount not less than 10% of the amount
of the bid, as a guarantee that the bidder will, if awarded the Contract, enter into a satisfactory
agreement and provide a Performance Bond and a Payment Bond, each not less than 100% of the
total amount of the bid price.
No bidder may withdraw his bid for a period of sixty-one (61) days after the above bid opening date.
The CITY OF ROSEMEAD will affirmatively ensure the disadvantaged business enterprises will be
afforded full opportunity to submit bids in response to this invitation and will not be discriminated
against on the grounds of race, color, disability, sex or national origin in the consideration for an
award.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code.
Compliance with the prevailing rates of wage and apprenticeship employment standards established by
the State Director of Industrial Relations will be required.
CARB Requirements – The California Air Resources Board (“CARB”) implemented amendments to
the InUse Off-Road Diesel-Fueled Fleets Regulations (“Regulation”) which are effective on January 1,
2024, and apply broadly to all self-propelled off road diesel vehicles 25 horsepower or greater and other
forms of equipment used in California. A copy of the Regulation is available at the following link
https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf. Bidders are
required to comply with all CARB and Regulation requirements, including, without limitation, all
applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations
section 2449 et seq. throughout the duration of the Project. Bidders must provide, with their Bid, copies
of Bidder’s and all listed subcontractors’ most recent, valid Certificate of Reported Compliance
(“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-
responsive.
Bidders shall be licensed in accordance with the provision of Chapter 9, Division 111 of the Business
and Professions Code of the State of California. Bidder shall have a Class “A” license in good
standing at the time Bids are received.
The Council reserves the right to reject any and all bids and to waive any informality, technical defect,
or minor irregularity in any bid submitted.
An award of service shall not be final until the bids have been reviewed and a Contract Agreement
with the City has been signed by the lowest responsible bidder and by the City.
Award of Contract Agreement is proposed for July 28th, 2026. All questions regarding this bid shall be
submitted to the City’s portal on PlanetBids, no later than June 22nd, 2026.
Dated this June 8th, 2026
Ericka Hernandez
City Clerk
Publish: June 8th & June 15th, 2026.
INSTRUCTION TO BIDDERS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
ITB - 1
INSTRUCTIONS TO BIDDERS
All Bids must be made in accordance with these Instructions to Bidders ("ITB"). Unless specifically noted,
capitalized terms are used as defined in the General Conditions, found in Part "B" of the Contract Appendix.
All terms defined in the General Conditions which occur in the Bid Documents and Contract shall have
meanings as defined therein.
1. AVAILABILITY OF BID DOCUMENTS
Bids must be submitted to the City on the Contract Bid Forms which are a part of the Bid Package for the
Project. Bid Documents may be obtained from the City’s PlanetBids portal. Contractors can register as a
vendor and download the documents by visiting the PlanetBids Portal
(https://pbsystem.planetbids.com/portal/54150/portal-home). Hard copy of the bid package will not be
mailed.
2. EXAMINATION OF BID DOCUMENTS
Bidders shall be solely responsible for examining the Project Site and the Bid Documents, including any
Addenda issued during the bidding period, and for informing itself with respect to local labor availability,
means of transportation, necessity for security, laws and codes, local permit requirements, wage scales,
local tax structure, contractors' licensing requirements, availability of required insurance, and other factors
that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract
titled Specifications. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no
relief for error or omission will be given except as required under State law.
3. INTERPRETATION OF BID DOCUMENTS
Any request for an interpretation or clarification of the Bid Documents must be submitted in writing no
later than June 22nd, 2026 via email to the City Engineer or through the Planetbids portal. Any response
that the City may choose to make for purposes of interpretation or clarification, will be in writing and
made available to all the listed holders of the Bid Documents. The City will respond to all Bidder's
inquiries received no later than June 25th 2026 before the scheduled bid opening date for which, in its sole
judgment, a response is in the best interest of the City. Where such interpretation or clarification requires a
change in the Bid Documents, the City will prepare and issue an Addendum to the Bid Documents. The
City shall not be bound by, and Bidder shall not rely upon, any oral interpretation or clarification of the
Bid Documents.
The bidding process and terms and conditions will be in strict accordance with the following Bid
Documents:
a. Notice Inviting Bids
b. Instructions to Bidders
c. Contract Bid Forms
d. Contract
e. Contract Appendix
Part “A" - General Conditions
Part "B" - Supplementary General Conditions
Part "C" - Technical Provisions
Part "D" - Appendix
ITB - 2
f. Any Addenda Issued by the City
4. INSPECTION OF SITE
Each prospective bidder is responsible for fully acquainting himself with the conditions of the Project Site
(which may include more than one site), as well as those relating to the construction and labor of the Project,
to fully understand the facilities, difficulties and restrictions which may impact the total and adequate
completion of the Project.
5. ADDENDA
The City reserves the right to revise the Bid Documents prior to the bid opening date. Revisions, if any,
shall be made by written Addenda. Pursuant to Public Contract Code Section 4104.5, if the City issues an
Addendum later than 72 hours prior to the deadline for submission of bids, and the Addendum requires
material changes, additions or deletions to the description of the work to be performed or the content, form
or manner of submission of bids, the City will extend the deadline for submission of bids by at least 72
hours. Otherwise, the City may determine, in its sole discretion, whether an Addendum requires that the
date set for opening bids be postponed. The announcement of the new date, if any, shall be made by
Addenda. Each prospective bidder shall provide City a name, address and facsimile number to which Bid
Document Addenda may be sent, as well as a telephone number by which the City can contact the Bidder.
Copies of Addenda will be furnished by email, facsimile, first class mail, express mail or other proper
means of delivery without charge to all parties who have obtained a copy of the Bid Documents and
provided such current information. Please Note: Bidders are primarily and ultimately responsible for
ensuring that they have received any and all Addenda. To this end, each Bidder should contact the
Engineering Division to verify that he has received all Addenda issued, if any.
Bidders must acknowledge receipt of all Addenda, if any, in its Bid Letter. Failure to acknowledge receipt
of all Addenda may cause its Bid to be deemed incomplete and nonresponsive.
6. PREPARATION OF BIDS
Bids shall be prepared only using copies of the Contract Bid Forms provided with the Bid Documents. The
use of substitute bid forms other than clear and correct photocopies of those provided by the City will not
be permitted and may result in the Bid being declared nonresponsive. Bid Letters shall be executed by an
authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all
blank spaces (including inserting “N/A” where applicable) and initial all interlineations, alterations, or
erasures to the Contract Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter
on the Contract Bid Forms nor make substitutions thereon. USE OF INK, INDELIBLE PENCIL OR A
TYPEWRITER IS REQUIRED.
7. ALTERNATE BIDS
The award of Contract shall be based on the TOTAL BASE BID AMOUNT only. If ADDITIVE OR
DEDUCTIVE ALTERNATE BID ITEMS are shown on the ADDITIVE OR DEDUCTIVE ALTERNATE
BID SCHEDULE, these bid items will not be taken into account in determining the lowest responsible
bidder. City may add bid items from the ADDITIVE OR DEDUCTIVE ALTERNATE BID SCHEDULE
at the sole and complete discretion of the City as part of the performance of the contract.
8. MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Bid Documents. Each
Bid prepared by Bidder shall be complete in itself and shall be submitted within a sealed envelope in
ITB - 3
accordance with the instructions herein.
Unauthorized conditions, limitations, exclusions or provisions attached to a Bid will render it nonresponsive
and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the
Contract Bid Forms, nor make substitutions thereon. ORAL, TELEPHONIC AND FACSIMILE BIDS OR
MODIFICATIONS WILL NOT BE CONSIDERED.
9. SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders will be asked
to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of
Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any
Contract arising therefrom.
If a Bidder is a joint venture or partnership, it will be asked to submit an authenticated Power of Attorney
executed by each joint venture or partner appointing and designating one of the joint ventures or partners
as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venture or partner shall
execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venture or partner to
act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venture or partner shall
be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid
and under any Contract arising therefrom. The Bid shall be executed by the designated joint venture or
partner on behalf of the joint venture or partnership in its legal name.
10. BID GUARANTEE (BOND)
Each bid proposal shall be accompanied by a certified or cashier's check, bid bond (the bid bond must be
submitted on the form included in these Bid Documents) or equivalent substitution in lieu of a bond, as
authorized by Code of Civil Procedure Section 995.710, in an amount not less than 10% of the Total Bid
Price. Any check, bond, or other substitute must be made payable to the City, and shall be given as a
guarantee that the Bidder will enter into the Contract described in the Bid Documents if awarded the work
and will provide a satisfactory Performance Bond, Payment Bond, the required insurance certificates and
endorsements, and any other certifications as may be required by the Contract. By submitting a proposal,
each bidder agrees that its failure to enter the Contract if awarded the work or to provide the Bonds and
other information or documentation described above would result in damage to the City, and that it would
be impracticable or extremely difficult to ascertain the actual amount of that damage. For this reason, each
bidder agrees that the City may retain the bid proposal guarantee as liquidated damages if the bidder is
awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and other
information or documentation described above, except as may otherwise be required by California law.
If electing to provide a Bid Bond, as set forth above, each Bidder must obtain such a bond from an admitted
surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in
the State of California and satisfactory to the City. In addition, the Bid Bond must be submitted on the
form furnished by the City, or one substantially in conformance with the City's form if previously
approved in writing by the City. Certified or cashier's checks must be drawn on a solvent state bank or a
California branch of a solvent national bank.
After the City has made an award to the successful Bidder, and the Bidder has signed a Contract,
submitted the necessary bonds, original insurance certificates and endorsements, and any other
certifications as may be required by the Contract, the remaining Bid guarantees shall be returned to each
particular bidder if requested by that bidder. If the City rejects all Bids, it will promptly return to all
ITB - 4
Bidders their Bid guarantees
11. SUBMISSION OF SEALED BIDS
Once the Bid and supporting documents herein have been completed and signed as set forth above, they
shall be placed, along with the Bid Guarantee and any proposed sketches and brochures or other materials
required by these instructions, in an envelope, sealed, addressed and delivered or mailed, postage prepaid
to the City at the place and to the attention of the person indicated in the Notice Inviting Bids. NO ORAL,
TELEPHONIC OR FACSIMILE FORMS WILL BE CONSIDERED. The envelope shall also contain the
following in the lower left-hand corner thereof:
Bid of (Insert Name of the Company)
for FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT
No consideration shall be given by the City to bid proposals received after the date and time set for the
opening of bids as provided in the Notice Inviting Bids.
12. DELIVERY AND OPENING OF BIDS
Bids will be received by the City at the address shown in the Notice Inviting Bids up to the date and time
shown therein. The City will leave unopened any Bid received after the specified date and time, and any
such unopened Bid will be returned to the Bidder. It is the Bidder's sole responsibility to ensure that its
Bid is received as stipulated. Bids may be submitted earlier than the dates(s) and time(s) indicated.
Bids will be opened at the date and time stated in the Notice Inviting Bids and the amount of each Bid will
be read and recorded. City reserves the right to reject any or all Bids, to waive any informality or
irregularity in any Bid received where such waiver is in the best interests of the City, and to be the sole
judge of the merits of the respective Bids received. In the event of a discrepancy between the written
amount of the Bid Price and the numerical amount of the Bid Price, the written amount shall govern.
13. WITHDRAWAL OF BID
Prior to the bid opening date, a Bid may be withdrawn by the Bidder by means of a written request signed
by the Bidder or its properly authorized representative. If a Bidder to whom the award is made fails or
refuses to sign a Contract, or to furnish the bonds, certificates and endorsements required below within the
time specified in these Instructions to Bidders below, the funds represented by the Bid Guarantee (cash,
cashiers check or Bid bond described above) shall be forfeited and become and remain the property of the
City; the amount thereof being previously agreed to by the Bidder and the surety to be due the City
because of the damage resulting from the delay in the execution of the Contract and in the performance of
Work thereunder.
14. AWARD PROCESS
Once all Bids are opened and reviewed to determine the lowest responsive and responsible bidder, the City
Council will make all necessary decisions and awards. The apparent successful bidder should at this point
begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the
required insurance certificates and endorsements. Once the City issues a Notice of Award, the successful
ITB - 5
bidder will have seven (7) Working Days from the date of this letter to supply the City with all of the
required documents and certifications. Regardless whether the successful bidder supplies the required
documents and certifications in a timely manner, the Contract Time will begin to run ten (10) Working
Days from the date of the Notice of Proceed. Once the City receives all of the properly drafted and
executed documents and certifications from the successful bidder, the City shall issue a Notice to Proceed to
that successful bidder.
15. DESIGNATION OF SUBCONTRACTORS
Pursuant to state law, the Bidders must designate the name and location of each subcontractor who will
perform work or render services for the prime Bidder in an amount that exceeds one-half of one
percent (0.5%) of the Bidder's Total Bid Price, as well as the portion of work each such subcontractor will
perform. Bidders must make these designations, as well as any others requested by the City, on the
document titled "List of Proposed Subcontractors" which has been included with the Contract Bid Forms.
Pursuant to Public Contract Code Section 4104, the City has determined that it will allow Bidders twenty-
four (24) additional hours after the deadline for submission of bids to submit the information requested by
the City about each subcontractor, other than the name and location of each subcontractor.
16. LICENSING AND REGISTRATION REQUIREMENTS
Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract
Code, all bidders must possess proper licenses for performance of this Contract. Pursuant to Section 1725.5
of the Labor Code, all bidders must be registered with the Department of Industrial Relations to be qualified
to bid on this Contract. Subcontractors must possess the appropriate licenses for each specialty
subcontracted and be registered with the Department of Industrial Relations. Pursuant to Section 7028.5 of
the Business and Professions Code, the City shall consider any bid submitted by a contractor not currently
licensed in accordance with state law and pursuant to the requirements found in the Bid Documents to be
nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and the Bidders
shall provide within five (5) Calendar Days, evidence satisfactory to the City of all valid license(s)
currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the Contract.
Bidders shall be licensed in accordance with the provision of Chapter 9, Division 111 of the Business and
Professions Code of the State of California. Bidder shall have a Class “A” license in good standing at the
time Bids are received.
17. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID
No bidder shall be allowed to make, submit or be interested in more than one bid. However, a person, firm,
corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials
to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders
submitting a bid to the City.
18. INSURANCE REQUIREMENTS
Within the time specified in these Instructions to Bidders above, Bidder shall provide the City with four
identical counterparts of all required insurance certificates and endorsements as specified in the Bid
Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid
Guarantee. All insurance is to be placed with insurers with a current A.M. Best’s rating of no less than
A:VIII, licensed to do business in California, and satisfactory to the City.
19. REQUIRED BIDDER CERTIFICATIONS
Bidders must comply with the following:
ITB - 6
CONTRACT BID FORMS: Within the Contract Bid Documents the bidder must certify to various
information, including but not limited to, the accuracy of the representations made in the Contract Bid
Forms.
A. NON-COLLUSION AFFIDAVIT: Pursuant to Public Contract Code Section 7106, each
Bidder must execute and submit with its bid the statutorily mandated non-collusion affidavit included in
the Bid Documents.
20. BASIS OF AWARD; BALANCED BIDS
The City shall award Contracts to only the lowest responsible Bidders submitting responsive Bids, as
required by law. The City reserves the right to reject any or all Bids. The City may reject any Bid which,
in its opinion when compared to other bids received or to the City's internal estimates, does not accurately
reflect the cost to perform the Work. In addition, because the City may elect to include or exclude any of
the bid items and alternate bid items at its sole and absolute discretion, each Bidder must ensure that each
bid item contains a proportionate share of profit, overhead and other costs or expenses which will be
incurred by the Bidder. The City may reject as non-responsive any bid which unevenly weights or
allocates overhead and profit to one or more particular bid items.
21. FILING OF BID PROTESTS
Bidders may file a "protest" of a contract award with the City's Project Manager. In order for a Bidder's
protest to be considered valid, the protest must:
A. Be filed in writing within five (5) Working Days after the bid opening date.
B. Clearly identify the specific accusation involved.
C. Clearly identify the specific City Staff/Board recommendation being protested.
D. Specify, in detail, the grounds of the protest and the facts supporting the protest.
E. Include all relevant, supporting documentation with the protest at time of filing.
If the protest does not comply with each and every one of these requirements, it will be rejected as invalid.
If the protest is valid, the City's Project Manager, or other designated City staff member, shall review the
basis of the protest and all relevant information. The Project Manager will deny or concur with the protest
and provide a written decision to the protestor. The protestor may then appeal the decision of the Project
Manager to the City Engineer then the appeal at the City Council. That way, the Council can deny the
protest and approve the project at the same hearing.
22. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
Within the time specified in these Instructions to Bidders above, the Bidder to whom a Contract is awarded
shall deliver to the City four identical counterparts of the Performance Bond and Payment Bond in the
form supplied by the City and included in the Bid Documents. Failure to do so may, in the sole discretion of
City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted
surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in
the State of California and satisfactory to the City.
The Performance Bond shall be for one hundred percent (100%) of the Total Bid Price, and the Payment
Bond shall also be for one hundred percent (100%) of the Total Bid Price.
Contractor shall require, pursuant to Public Contract Code article 4108, all subcontractors providing labor and
materials in excess of the dollar amount indicated in the Notice Inviting Bids to supply Payment and Performance
ITB - 7
Bonds in the amounts and manner required of the Contractor. The Contractor shall specify this requirement for
subcontractor bonds in his written or published request for subcontractor bids.
23. EXPERIENCE AND TECHNICAL REQUIREMENTS
Bidders are required to provide the experience and qualification information required as part of the Contract
Bid Forms. The purpose of this data is to provide the information necessary for the City to determine
whether Bidders have the necessary experience in order to responsibly carry out the Work. Each Bidder
shall answer all questions and provide information requested by the Contract Bid Forms.
24. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES
Contractor and its subcontractors performing work under this Contract will be required to pay California
sales and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with
authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the
Bid Documents.
25. EXECUTION OF CONTRACT
The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid Price and
furnish the required insurance certificates and endorsements, as well as Performance and Payment Bonds,
in a timely manner. The City may require appropriate evidence that the persons executing the Contract
and the bonds for both the Bidder and its surety or sureties are duly empowered to do so.
26. CITY RIGHTS
The City may investigate the qualifications of any Bidder under consideration, require confirmation of
information furnished by a Bidder, and require additional evidence of qualifications to perform the work
described in these Bid Documents. The City reserves the right to:
A. Reject any or all of the Bids if such action is in the best interest of the City.
B. Issue subsequent Notices Inviting Bids.
C. Cancel this entire Notice Inviting Bids.
D. Appoint evaluation committees to review any or all Bids.
E. Seek the assistance of outside technical experts to validate the Bid(s).
F. Approve or disapprove the use of particular subcontractors.
G. Waive informalities and irregularities in Bids.
The Notice Inviting Bids does not commit the City to enter into a contract, nor does it obligate the City to
pay any costs incurred in preparation and submission of Bids or in anticipation of a contract.
27. BIDDER'S RESPONSIVENESS
The City will evaluate Bids for responsiveness at the time of Bid opening and before award is made. A
Bid must be in strict compliance with the commercial and technical specifications, without exception. Only
Bids which conform in all material respects to the Bid Documents can be eligible for award. A Bid not
meeting the requirements of the responsiveness checklist may be rejected immediately upon opening, and
returned to the Bidder's representative.
28. BIDDER'S RESPONSIVENESS CHECKLIST
The City's initial responsiveness evaluation will consider the following:
ITB - 8
A. Completed and properly executed Bid Letter (Including a completed Total Bid Price,
completed Bid Bond amount, acknowledged addenda, completed state of incorporation or
partner/joint venturer information (if applicable), completed license number, and signature
by authorized company officer);
B. Completed Bid Data Forms (including valid and properly executed Bid Bond for 10% of
the Total Bid Price and a completed List of Proposed Subcontractors);
C. Properly executed Non-Collusion Affidavit; and
D. Completed and properly executed Bidder Information Forms.
If the Bidder is a joint venture, each joint venturer shall prepare and submit a separate form. Extra forms,
if needed, can be obtained from the City, or photocopied by the Bidder, if necessary.
29. CONTRACT BID FORMS; LISTS OF SUBCONTRACTORS
A. Contract Bid Forms.
The Bid Letter and Forms must be completed as set forth below.
(1) The Contract Bid Forms and Letter must be prepared using ink, indelible pencil or
a typewriter.
(2) The Bid Letter must be signed by the Bidder or on its behalf by the person or
persons having the authority to do so. Proof of the authority to act on behalf of the
firm must be submitted when requested. The proof shall be in the form of a
certified copy of an appropriate corporate resolution, certificate of partnership or
joint venture, or other appropriate document. If Bidder is an entity made up of
multiple parties and no person or persons are designated to act on its behalf, all
parties shall execute the Bid.
(3) Addenda - Receipt of addenda must be acknowledged in the space provided in the
Bid Letter.
(4) The Bidder shall not delete, modify, supplement or make substitutions thereof, on
the printed matter of the Contract Bid Forms or Bid Letter.
(5) Corrections shall be initialed by the person who signs the Bid Letter.
(6) Exceptions or qualifications to the Bid Documents are strictly forbidden. Any
comment by the Bidder which the City determines can be construed as altering
the requirements of the specifications or the terms and conditions of the Contract
will render the Bid nonresponsive and disqualify the Bidder from consideration for
award.
B. List of Proposed Subcontractors (Forms).
State law prohibits substitution of subcontractors listed in the original Bid except as otherwise
provided in Sections 4107 and 4107.5 of the California Public Contract Code. Bidders are required
to list all Subcontractors whose participation in the Contract will exceed one-half of one percent
(0.5%) of the Total Bid Price. The List of Proposed Subcontractors Forms must be completed as
set forth below.
(1) Name. List the name of Subcontractors who will perform work in excess of one
ITB - 9
half of one percent (0.5%) of the Total Bid Price.
(2) Location. For listed Subcontractors, identify the location of its place of business
(City and State).
(3) Work. For listed Subcontractors, identify the type/portion of work to be performed
in the Contract.
(4) Contractor License Number. For listed Subcontractors, list the contractor license
number issued to the Subcontractor by the California Contractors State License
Board.
(5) Work Percentage. For listed Subcontractors, list the percentage of work that each
Subcontractor will do.
(6) Registration with Department of Industrial Relations. For listed Subcontractors,
include evidence of registration with the Department of Industrial Relations as
required by Section 1725.5 of the Labor Code.
Pursuant to Public Contract Code Section 4104, the City has determined that it will not allow Bidders
twenty-four (24) additional hours after the deadline for submission of bids to submit the information
requested by the City about each subcontractor, other than the name and location of each subcontractor.
30. RESPONSIBILITY CRITERIA
Responsibility is the apparent ability of the Bidder to meet and complete successfully the requirements of
the Contract. The City reserves the right to consider the financial responsibility and general competency of
each bidder, as well as its reputation within the industry. City may request, and apparent low bidder shall
provide, a financial statement, audited if necessary, including the Bidder's latest balance sheet and income
statement. City expects that each Bidder will fully and truthfully disclose all information required of the
Bidder by the Bid Documents. The prospective contractor, in order to be evaluated by the City as being a
responsible contractor, must complete Section 4 of the Contract Bid Forms to determine that it:
A. Has or can secure adequate financial resources to perform the contract;
B. Is able to meet the performance or delivery schedule of the contract, taking into
consideration other business commitments; and
C. Has a satisfactory record of performance. A contractor seriously deficient in
current contract performance, considering the number of contracts and extent of
the deficiencies, is presumed not to meet this requirement unless the deficiencies
are beyond its control or there is evidence to establish its responsibility
notwithstanding the deficiencies. Evidence of such satisfactory performance
record should show that the contractor:
(1) Has a satisfactory record of integrity in its dealings with government agencies and
with subcontractors, and is otherwise qualified to receive an award under
applicable laws and regulations;
(2) Has the necessary organization, experience, satisfactory safety record, accounting
and operational controls and technical skills or the ability to obtain them; and
ITB - 10
(3) Has the necessary production, construction, and technical equipment and facilities
or the ability to obtain them.
END OF INSTRUCTIONS TO BIDDERS
CBF - 1
SECTION 1 - BID SCHEDULE
CONTRACT BID FORMS
BIDDER:
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
CBF - 2
BIDDER:
BASE BID SCHEDULE OF
PRICES FOR
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT No. 21850, 21304, & 24009
BASE BID
Bid
Item Description of Work Payment
Reference Qty Unit Unit Cost Total Cost
1
ROADWAY REHAB: COLD-MILL 2" EXISTING
AC PAVEMENT, CRACK SEAL; APPLY TACK
COAT PRIOR TO CONSTRUCTION OF WEAR
COURSE.
Page 33-34,
General
Provisions &
TP 11 & TP 12
780,000
SF
$______________
$______________
2 ROADWAY REHAB: FULL DEPTH
LOCALIZED ASPHALT REPAIRS AT
VARIOUS LOCATIONS AS NECESSARY.
Page 33-34,
General
Provisions &
TP -10
3,300
SF
$______________
$______________
3 ROADWAY REHAB: CONSTRUCT 2" AC
PAVEMENT – WEAR COURSE SHALL BE C2
PG 64-10.
Page 33-34,
General
Provisions &
TP-14
9,630
TON
$______________
$______________
4
ROADWAY REHAB: CONSTRUCT QUICK
SET EMULSION AGGREGATE SLURRY TYPE
II (CATIONIC) WITH 2½ PERCENT LATEX
ADDITIVE. WORK TO INCLUDE CRACK
SEALING AND REMOVAL OF EXISTING
STRIPING AND PAVEMENT MARKINGS,
PRIOR TO APPLYING SLURRY SEAL.
Page 33-34,
General
Provisions
& TP-17
663,000
SF
$______________
$______________
5
ROADWAY REHAB: ADJUST MANHOLE
COVERS TO GRADE, COMPLETE AND IN
PLACE.
Page 33-34,
General
Provisions
240
EA
$______________
$______________
6
ROADWAY REHAB: ADJUST WATER/GAS
VALVES TO GRADE, COMPLETE AND IN
PLACE.
Page 33-34,
General
Provisions
215
EA
$______________
$______________
7 ROADWAY REHAB: ADJUST WATER WELLS
TO GRADE, COMPLETE AND IN PLACE.
Page 33-34,
General
Provisions 6 EA
$______________
$______________
8
ROADWAY REHAB: REMOVE EXISTING
PAVEMENT MARKINGS AND STRIPING
INCLUDING RAISED PAVEMENTS MARKERS
AND INSTALL PAVEMENT MARKINGS &
STRIPING INCLUDING ANY AND ALL RAISED
PAVEMENT MARKERS. SEE APPENDIX A,
SHEET 13-24.
Page 33,
Section 7-2 of
the General
Provisions &
TP-18
1
LS
$______________
$______________
9
ROADWAY REHAB: REMOVE AND REPLACE
EXISTING TRAFFIC LOOPS. CONNECT
WIRES TO EXISTING LEAD-IN CABLES PER
CALTRANS STD PLANS ES-5B AND ES-5D.
Page 33-34,
General
Provisions &
15
EA
$______________
$______________
CBF - 3
10
ALLEYWAY REHAB: COLD-MILL 2"
EXISTING AC PAVEMENT, CRACK SEAL;
APPLY TACK COAT PRIOR TO
CONSTRUCTION OF WEAR COURSE.
Page 33-34,
General
Provisions
& TP 11 &
TP 12
58,000
SF
$______________
$______________
11
ALLEYWAY REHAB: CONSTRUCT 2" AC
PAVEMENT – WEAR COURSE SHALL BE C2
PG 64-10.
Page 33-34,
General
Provisions &
TP-14
720
TON
$______________
$______________
12
ALLEYWAY REHAB: FULL DEPTH
LOCALIZED ASPHALT REPAIRS AT
VARIOUS LOCATIONS AS NECESSARY.
Page 33-34,
General
Provisions &
TP-10
1,160
SF
$______________
$______________
13
ALLEYWAY REHAB: ADJUST MANHOLE
COVERS TO GRADE, COMPLETE AND IN
PLACE.
Page 33-34,
General
Provisions
12
EA
$______________
$______________
14
ALLEYWAY REHAB: ADJUST WATER/GAS
VALVES/METERS TO GRADE, COMPLETE
AND IN PLACE.
Page 33-34,
General
Provisions
40
EA
$______________
$______________
15
ALLEYWAY REHAB: REMOVE EXISTING
PAVEMENT MARKINGS AND STRIPING
INCLUDING RAISED PAVEMENTS MARKERS
AND INSTALL PAVEMENT MARKINGS &
STRIPING INCLUDING ANY AND ALL RAISED
PAVEMENT MARKERS. SEE APPENDIX A,
SHEET 13-24.
Page 33-34,
General
Provisions
&TP-18
1
LS
$______________
$______________
16
ARBORIST REPORT: CONTRACTOR SHALL
HIRE AND COORDINATE WITH A CERTIFIED
ARBORIST THAT SHALL REVIEW UP TO 15
TREES (SELECTED IN THE FIELD BY CITY
ENGINEER OR AUTHORIZED DESIGNEE)
THAT ARE CAUSING ISSUES FOR
CONCRETE REPLACEMENT SCOPE AND
PROVIDE RECOMMENDATIONS FOR ROOT
PRUNING AND TREE REMOVALS. WORK
SHALL INCLUDE A FINAL REPORT LISTING
TREE HEALTH AND RECOMMENDATIONS
FOR TREE ROOT PRUNING AND TREE
REMOVALS.
Page 33-34,
General
Provisions
1
LS
$______________
$______________
17
TREE REMOVALS: REMOVE TREES AS
RECOMMENDED BY CERTIFIED ARBORIST
REPORT (ASSUME 15 TREES TO BE
REMOVED). WORK SHALL INCLUDE TREE
STUMP REMOVAL TO A DEPTH OF 12”
BELOW SOIL GRADE AND SHALL INCLUDE
SOIL BACKFILL TO COVER UP REMAINING
VOID.
Page 33-34,
General
Provisions
15
EA
$______________
$______________
18
TREE INSTALLS: TREE INSTALLATION - 24-
INCH BOX TREE (LAGERSTROEMIA INDICA
'MUSKOGEEE' OR CERCIS CANADENSIS
'FOREST PANSY'), AS PER SPPWC STD.
PLAN 520-4. NEW TREES TO BE INSTALLED
AT A DISTANCE OF 2-FEET AWAY FROM
Page 33-34,
General
Provisions
15
EA
$______________
$______________
CBF - 4
PREVIOUSLY PLANTED TREE. WORK
SHALL INCLUDE RESTORATION OF
PARKWAY TO MATCH SURROUNDINGS.
19
ROADWAY REHAB: REMOVE EXISTING
AND CONSTRUCT NEW PCC
GUTTER/CROSS GUTTER, PER SPPWC,
STD. PLAN NO: 122-3 & 123-3 TO MATCH
EXISTING. MODIFY WHERE NECESSARY.
WORK SHALL INCLUDE AC SLOT PATCH
(RECONSTRUCTION OF 1 FOOT STRIP X 8"
DEEP OF AC PAVEMENT SECTION). SEE
APPENDIX B.
Page 33-34,
General
Provisions &
TP-10
2,000
SF
$______________
$______________
20
CURB RAMP: REMOVE EXISTING AND
CONSTRUCT NEW PCC ADA CURB RAMP
PER SPPWC, STD. PLAN NO. 115-5. SEE
APPENDIX B.
Page 33-34,
General
Provisions
6
EA
$______________
$______________
21
CURB & GUTTER – REMOVE AND REPLACE
AS LISTED PER APPENDIX B AND PER
SPPWC, STD. PLAN NO. 120-3, COMPLETE
AND IN PLACED. WORK SHALL INCLUDE AC
SLOT PATCH (RECONSTRUCTION OF 1
FOOT STRIP x 8" DEPTH PAVEMENT
SECTION). PCC SHALL BE 3,250 PSI. SEE
APPENDIX B.
Page 33-34,
General
Provisions
270
LF
$______________
$______________
22
SIDEWALK REHAB: 3168 IVAR AVE -
ABANDON EXISTING DRIVEWAY APPROACH
AND CONSTRUCT NEW PCC SIDEWALK ,4"
THICK, PER SPPWC STD. PLAN NO. 112-2 &
113-2, COMPLETE AND IN PLACE. PCC
SHALL BE 3,250 PSI. SEE APPENDIX B.
Page 33-34,
General
Provisions
120
SF
$______________
$______________
23
SIDEWALK REHAB: REMOVE AND REPLACE
4” THICK CONCRETE SIDEWALK PER
SPPWC STD. PLAN NO. 112-2 & 113-2,
COMPLETE AND IN PLACE. PCC SHALL BE
3,250 PSI. SEE APPENDIX B.
Page 33-34,
General
Provisions
2,600
SF
$______________
$______________
24
DRIVEWAY REHAB: REMOVE AND REPLACE
PORTION OF LIFTED/BROKEN DRIVEWAY
AND REPLACE WITH 6" THICK SLAB. SEE
APPENDIX B FOR LOCATION INDEX.
Page 33-34,
General
Provisions
165
SF
$______________
$______________
25
P.C.C. ROADWAY PANEL REHAB: REMOVE
AND REPLACE P.C.C. ROADWAY PANEL
LOCATED AT THE INTERSECTION OF DEL
MAR AVE AND GARVEY AVE (ASSUME 12"
THICK). SCOPE TO INCLUDE PLACEMENT
OF TIE-BARS TO MATCH EXISTING
CONDITIONS. PC.C. TO BE 4,000 PSI (MIN).
Page 33-34,
General
Provisions
250
SF
$______________
$______________
26
SIDEWALK REHAB: SIDEWALK GRINDING
FOR VERTICAL DISTRESSES UNDER 2-
INCHES IN HEIGHT.– VARIOUS LOCATIONS
AS LISTED PER APPENDIX B.
Page 33-34,
General
Provisions
2,365
LF
$______________
$______________
CBF - 5
The award of Contract shall be based on the BASE BID. The ADDITIVE ALTERNATE BID
ITEMS shown per the ADDITIVE ALTERNATE BID SCHEDULES will not be taken into
account in determining the lowest responsible bidder. City may add bid items from the
ADDITIVE ALTERNATE BID SCHEDULE at the sole and complete discretion of the City as
part of the performance of the contract.
27
DRIVEWAY RECONSTRUCTION: WILLARD
AVENUE - REMOVE EXISTING CONCRETE
DRIVEWAY APPROACH FOR WILLARD
ELEMENTARY SCHOOL PARKING LOT EXIT
AND RECONSTRUCT THE 6" THICK
DRIVEWAY TO MATCH SURROUNDING PER
SPPWC. WORK SHALL INCLUDE AC SLOT
PATCH (RECONSTRUCTION OF 1 FOOT
STRIP X 8" DEEP OF AC PAVEMENT
SECTION. PCC SHALL BE 3,250 PSI.SEE
APPENDIX C.
Page 33-34,
General
Provisions
252
SF
$______________
$______________
28
CURB AND GUTTER RECONSTRUCTION -
WILLARD AVENUE - REMOVE EXISTING
CURB & GUTTER FOR WILLARD
ELEMENTARY SCHOOL PARKING LOT EXIT
AND REPLACE WITH NEW CURB & GUTTER
TO MATCH SURROUNDING PER SPPWC.
SEE APPENDIX C.
Page 33-34,
General
Provisions
32
LF
$______________
$______________
29
CURB RAMPS: WILLARD AVE - DEMO
EXISTING SIDEWALK AND CURB AND
GUTTER AND CONSTRUCT NEW CURB
RAMP PER SPPWC STD PLAN 111-5 CASE B
TYPE 1 - SEE APPENDIX C.
Page 33-34,
General
Provisions
2
EA
$______________
$______________
30
INSTALL MIDBLOCK CROSSWALK -
WILLARD AVENUE - PER CALTRANS
STANDARD PLAN A24F - YELLOW
CONTINENTAL AS DETAILED IN APPENDIX
C - WILLARD AVENUE IMPROVEMENTS.
Page 33-34,
General
Provisions
110
LF
$______________
$______________
31
TRAFFIC SIGNAGE – WILLARD AVE –
REMOVE AND REPLACE ALL TRAFFIC
SIGNAGE ALONG WILLARD AVE AS
DETAILED PER APPENDIX C.
Page 33-34,
General
Provisions
1
LS
$______________
$______________
32
TRAFFIC STRIPING - WILLARD AVENUE -
REMOVE EXISTING PAVEMENT MARKINGS
AND INSTALL NEW PAVEMENT MARKINGS.
SEE APPENDIX C.
Page 33-34,
General
Provisions
1
LS
$______________
$______________
TOTAL BASE BID AMOUNT IN NUMBERS
$
$_________________
TOTAL BID AMOUNT IN WORDS:________________________________________________________________________
________________________________________________________________________________________________
CBF - 6
BIDDER:
ADDITIVE ALTERNATIVE BID SCHEDULE
Bid
Item Description of Work Payment
Reference Qty Unit Unit Cost Total Cost
Add 1.1
GARVEY CENTER (9108 GARVEY AVENUE)
- PARKING LOT REHAB: ARBORIST
REPORT: CONTRACTOR SHALL HIRE AND
COORDINATE WITH A CERTIFIED
ARBORIST THAT SHALL REVIEW UP TO 10
TREES CAUSING ISSUES AT GARVEY
CENTER PARKING LOT AND PROVIDE
RECOMMENDATIONS FOR ROOT
PRUNING. WORK SHALL INCLUDE A FINAL
REPORT LISTING ROOT PRUNING
RECOMMENDATIONS AND
RECOMMENDED TREE REMOVALS. - SEE
APPENDIX D.
Page 33-34,
General
Provisions
1
LS
$______________
$______________
Add 1.2
GARVEY CENTER (9108 GARVEY AVENUE)
- TREE REMOVALS AS PER THE
RECOMMENDATIONS FROM THE
CERTIFIED ARBORIST REPORT. WORK
SHALL INCLUDE TREE STUMP REMOVAL
TO A DEPTH OF 12” BELOW SOIL GRADE
AND SHALL INCLUDE SOIL BACKFILL TO
COVER UP REMAINING VOID.
Page 33-34,
General
Provisions
10
EA
$______________
$______________
Add 1.3
GARVEY CENTER (9108 GARVEY AVENUE)
- TREE INSTALLATION- 24-INCH BOX TREE
(LAGERSTROEMIA INDICA 'MUSKOGEEE'
OR CERCIS CANADENSIS 'FOREST
PANSY'). NEW TREES TO BE INSTALLED AT
A DISTANCE OF 2-FEET AWAY FROM
PREVIOUSLY PLANTED TREE. WORK
SHALL INCLUDE RESTORATION OF
PARKWAY TO MATCH SURROUNDINGS –
TREE INSTALLS SHALL BE PER DETAIL 15
OF APPENDIX D.
Page 33-34,
General
Provisions
10
EA
$______________
$______________
CBF - 7
Add 1.4
GARVEY CENTER (9108 GARVEY AVENUE)
- PARKING LOT REHAB: LOCALIZED AC
REPAIR - REMOVE AND REPLACE A 4" AC
PAVEMENT SECTION CONSITING OF 2" AC
WEAR COURSE (TYPE C2-PG 64-10) AND 2"
AC LEVELING COURSE . SEE APPENDIX D.
WORK SHALL INCLUDE SCARIFY AND
RECOMPACT THE EXPOSED
BASE/SUBGRADE AND NECESSARY TREE
ROOT PRUNING PER ARBORIST REPORT.
SCOPE TO ALSO INCLUDE STRIPING
IMPACTED PARKING STALLS AND
RESTORING CURBS TO MATCH EXISTING
CONDITIONS. – LIMITS SHOWN PER
APPENDIX D.
Page 33-34,
General
Provisions
4,000
SF
$______________
$______________
CBF - 8
BIDDER:
ADDITIVE ALTERNATIVE BID SCHEDULE
Bid
Item Description of Work Payment
Reference Qty Unit Unit Cost Total Cost
Add 1.5
GARVEY CENTER (9108 GARVEY AVENUE)
- PARKING LOT REHAB: REMOVE AND
REPLACE 6" CONCRETE CURB ONLY AS
PER DETAIL A OF APPENDIX D.
Page 33-34,
General
Provisions
140
LF
$______________
$______________
Add 1.6
GARVEY CENTER (9108 GARVEY AVENUE)
- PARKING LOT REHAB: REMOVE AND
REPLACE 36" CONCRETE SWALE AS
SHOWN PER APPENDIX D - DETAIL B.
Page 33-34,
General
Provisions
20
SF
$______________
$
Add 1.7
ZAPOPAN PARK - PARKING LOT STRIPING
– AS DETAILED PER APPENDIX E -
ZAPOPAN PARK PARKING LOT.
Page 33-34,
General
Provisions
1
LS
$______________
$
TOTAL ADDITIVE BID SCHEDULE AMOUNT IN NUMBERS
$______________
$
TOTAL ADDITIVE ALTERNATE BID SCHEDULE AMOUNT IN WORDS :_____________________________
________________________________________________________________________________________________
The award of Contract shall be based on the TOTAL BASE BID SCHEDULE AMOUNT only.
The ADDITIVE ALTERNATE BID ITEMS shown per the ADDITIVE ALTERNATE BID
SCHEDULE will not be taken into account in determining the lowest responsible bidder. City
may add bid items from the ADDITIVE ALTERNATE BID SCHEDULE at the sole and
complete discretion of the City as part of the performance of the contract.
In the case of discrepancies in the amount of bid, unit prices shall govern over extended amounts, and
words shall govern over figures.
Full compensation for the items listed to the right
as Items A, B, C, D and E are considered as
inclusive in each Bid Item listed above in the Base
Bid Schedule and Additive Alternate Bid
Schedule as applicable, and no additional and/or
separate compensation will be allowed.
A. Mobilization / Demobilization
B. Traffic Control
C. NPDES, WWECP, and Best Management
Practices (BMPs), Public Convenience and Safety
D. Construction Staking by Land Surveyor
E. Clearing and Grubbing
The bid prices shall include any and all costs, including labor, materials, appurtenant expenses, taxes,
royalties and any and all other incidental costs to complete the project, in compliance with the Bid and
Contract Documents and all applicable codes and standards.
The City reserves the right to add, delete, increase or decrease the amount of any quantity shown and to
delete any item from the contract and pay the contractor at the bid unit prices so long as the total
amount of change does not exceed 25% (plus or minus) of the total bid amount for the entire project. If
the change exceeds 25%, a change order may be negotiated to adjust unit bid prices.
All other work items not specifically listed in the bid schedule, but necessary to complete the work per
bid and contract documents and all applicable codes and standards are assumed to be included in the
bid prices.
A bid is required for the entire work, that the quantities set forth in the Bid Schedule are to calculate
total bid amount, and that final compensation under the contract will be based upon the actual quantities
of work satisfactorily completed.
CBF - 9
BIDDER: ________________
The undersigned agrees that these Contract Bid Forms constitute a firm offer to the City which
cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from
and after the bid opening date, or until a Contract for the Work is fully executed by the City and a
third party, whichever is earlier. The undersigned also agrees that if there is a discrepancy
between the written amount of the Bid Price and the numerical amount of the Bid Price, the written
amount shall govern.
Attached hereto is a certified check, a cashier's check or a bid bond in the amount of
Dollars ($ ) said amount being not less than ten
percent (10%) of the Total Bid Price. The undersigned agrees that said amount shall be retained
by the City if, upon award, we fail or refuse to execute the Contract and furnish the required
bonds, certificates and endorsements of insurance and other certifications within the time provided.
If awarded a Contract, the undersigned agrees to execute the formal Contract, which will be
prepared by the City for execution, within five (5) Calendar Days following the Letter of Award
for the Contract, and will deliver to the City within that same period the necessary original
Certificates of Insurance, Endorsements of Insurance, Performance Bond, Payment Bond and all
other documentation and certification required by the Contract.
The undersigned offers and agrees that if this bid is accepted, it will assign to the purchasing body
all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton
Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the
Business and Professional Code), arising from purchases of goods, materials or services by the
Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and
become effective at the time the purchasing body tenders final payment to the Contractor.
Bidder understands and agrees that, when requested by City, he shall provide: (1) evidence
satisfactory to the City of Bidder’s California contractor’s license(s) in good standing; (2)
CBF - 10
BIDDER:
evidence that the person signing this Bid is authorized to bind Bidder to this Bid and to a contract
resulting therefrom; and (3) any other information and documentation, financial or otherwise,
needed by City to award a Contract to the lowest responsible and responsive bidder.
Bidder understands and agrees that liquidated damages shall apply to this Contract in the amounts
of five hundred dollars ($500.00) per calendar day if project is not completed within the working
days specified on the Notice Inviting Bids. The Contract Time will begin to run ten (10) Working
Days from the date of the Notice of Proceed and subject to the terms and conditions described in
the Contract Form and the Contract Documents.
Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be
incorporated into a Contract arising out of this Submittal has been so identified by Bidder. Bidder
further acknowledges that the City may, at its discretion, incorporate any of the remaining data
submitted herewith into a contract arising out of this Bid.
EXAMINATION OF SPECIFICATIONS AND SITE OF WORK
The Bidder declares that he/she has carefully read and examined the project plans, specifications,
bid documents, and he/she has made a personal examination of the site (indicate name of the
person, representing the bidder, who inspected the site and date below) and that he/she understands
the exact scope of the Project.
Name of Person who inspected the site:_____________________________________
Date of Inspection:_____________________________________________________
ADDENDA ACKNOWLEDGMENT
The Bidder acknowledges receipt of the following Addenda and has included their provisions in
this Proposal:
Addendum No.__________________ Dated _____________________
Addendum No. __________________ Dated _____________________
Addendum No. __________________ Dated _____________________
Addendum No. __________________ Dated _____________________
CBF - 11
BIDDER:
PUBLIC CONTRACT CODE STATEMENT AND QUESTIONAIRE
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT
NO. 21850, 21034, & 24009
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby
declares
under penalty of perjury under the laws of the State of California that the bidder has , has not been
convicted
within the preceding three years of any offenses referred to in that section, including any charge of fraud,
bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection
with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract
Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the
Regents of the University of California or the Trustees of the California State University. The term "bidder"
is understood to include any partner, member, officer, director, responsible managing officer, or responsible
managing employee thereof, as referred to in Section 10285.1.
Note: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.
The above Statement is part of the Proposal. Signing this Proposal on the signature portion
thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of
perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the
bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal,
state, or local government project because of a violation of law or a safety regulation?
Yes No _
If the answer is yes, explain the circumstances in the following space________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
CBF - 12
BIDDER:
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT
NO. 21850, 21034, & 24009
PUBLIC CONTRACT CODE 10232 STATEMENT
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal court has been
issued against the Contractor within the immediately preceding two-year period because of the Contractor's
failure to comply with an order of a federal court which orders the Contractor to comply with an order of the
National Labor Relations Board
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal
on the signature portion thereof shall also constitute signature of this Statement and
Questionnaire.
Bidders are cautioned that making a false certification may subject the certifier to criminal
prosecution.
By:
Signature Business Street Address
Type or Print Name City, State and Zip Code
Title Telephone Number
Bidder's/Contractor's State of Incorporation:
Partners or Joint Venturers:
Bidder’s License Number(s):
Department Industrial Relations
Registered No.
NOTES:
CBF - 13
As further discussed in the Instructions to Bidders, Bidder will be
required to provide evidence that the person signing on behalf of the
corporation, partnership or joint venture has the authority to do so.
1) By its signature on this Bid, the Bidder certifies under penalty of perjury the accuracy of
the representations made on the Contract Bid Forms.
2) If Bidder is a corporation, enter State of Incorporation in addition to Business Address
3) If Bidder is a partnership or joint venture, give full names of all partners or joint
venturers.
CBF - 14
SECTION 2
BID DATA FORMS
BIDDER:
CBF - 15
BIDDER:
Bidder shall submit its Bid data in accordance with the format shown on each of the following Bid
Data Forms. Bidders shall prepare and use as many sheets as are necessary to adequately provide
the information required. Bidder shall ensure that every page of its Bid Data Forms are properly
identified with the Bidder's name and page number.
2.A BID BOND
KNOW ALL MEN BY THESE PRESENTS:
THAT ,
as Principal, and
, as Surety, are held firmly bound unto the
CITY OF ROSEMEAD (hereinafter called the CITY) in the sum of
DOLLARS
($ ), being not less than ten percent (10%) of the Total
Bid Price; for the payment of which sum will and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors, and assigns, jointly and
severally, firmly by these presents.
WHEREAS, said Principal has submitted a bid to the CITY to perform all Work
required for the FY 25-26 ANNUAL PAVEMENT REHABILITATION –as set
forth in the Notice Inviting Bids and accompanying Bid Documents, dated
.
NOW, THEREFORE, if said Principal is awarded a Contract for the Work by the
CITY and, within the time and in the manner required by the above- referenced
Bid Documents, enters into the written form of Contract bound with said Bid
Documents, furnishes the required bonds (one to guarantee faithful performance
and the other to guarantee payment for labor and materials) furnishes the required
insurance certificates and endorsements, and furnishes any other certifications as
may be required by the Contract, then this obligation shall be null and void;
otherwise it shall remain in full force and effect. In the event suit is brought upon
this bond by the CITY and judgment is recovered, said Surety shall pay all costs
incurred by the CITY in such suit, including reasonable attorneys' fees to be fixed
by the court.
SIGNED AND SEALED, this day of , 20 .
(SEAL) (SEAL)
Principal Surety
By: By:
Signature Signature
CBF - 16
BIDDER:
2.B LIST OF PROPOSED SUBCONTRACTORS
In compliance with the "Subletting and Subcontracting Fair Practices Act," Sections 4100
through 4114 of the California Public Contract Code, and any amendments thereto, each
Bidder shall provide the information requested below for each subcontractor who will
perform work, labor or render service to Bidder in or about the construction of the Work
in an amount in excess of one-half of one percent (greater than 0.5 %) of the Bidder's Total
Bid Price, or, in the case of bids or offers for the construction of streets or highways,
including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten
thousand dollars ($10,000), whichever is greater, and shall further set forth the portion of
the Work which will be done by each subcontractor. Bidder shall list only one
subcontractor for any one portion of the Work.
Pursuant to Public Contract Code Section 4104, the City has determined that it will allow
Bidders twenty-four (24) additional hours after the deadline for submission of bids to
submit the information requested by the City about each subcontractor, other than the
name and location of each subcontractor.
If the Bidder fails to specify a subcontractor for any portion of the Work to be performed
under the Contract, it shall be deemed to have agreed to perform such portion itself, and
shall not be permitted to subcontract that portion of the Work except under the conditions
hereinafter set forth below.
Subletting or subcontracting of any portion of the Work in excess of one half of one percent
(greater than 0.5%) of the Total Bid Price or, in the case of bids or offers for the
construction of streets or highways, including bridges, in excess of one-half of 1 percent of
the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, for which
no subcontractor was designated in the original bid shall only be permitted in cases of
public emergency or necessity, and then only after City approval.
CBF - 17
BIDDER:
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT
NO. 21850, 21034, & 24009
2.B LIST OF PROPOSED SUBCONTRACTORS (continued)
[**Duplicate Next 2 Pages if needed for listing additional subcontractors.**]
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
CBF - 18
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
Name and Location Description of Work
of Subcontractor to be Subcontracted
Name:
Address:
License No.:
Percentage of work:
Department of Industrial Relation Registration No.
CBF - 19
2.C REFERENCES
BIDDER:
The following are the names, addresses and telephone numbers for three public agencies for which
BIDDER has performed similar work within the past two (2) years:
1.
Name and Address of City
Name and telephone number of person familiar with project
Contract amount Type of Work Date Completed
2.
Name and Address of City
Name and telephone number of person familiar with project
Contract amount Type of Work Date Completed
3.
Name and Address of City
Name and telephone number of person familiar with project
Contract amount Type of Work Date Completed
CBF - 20
BIDDER:
4.
Name and Address of City
Name and telephone number of person familiar with project
Contract amount Type of Work Date Completed
CBF - 21
SECTION 3
NON-COLLUSION AFFIDAVIT
BIDDER:
CBF - 22
BIDDER:
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT
NO. 21850, 21034, & 24009
NON-COLLUSION AFFIDAVIT
In accordance with Public Contract Code Section 7106, the undersigned, being first duly
sworn, deposes and says that he or she holds the position listed below with the bidder, the
party making the foregoing bid, that the bid is not made in the interest of, or on behalf of,
any undisclosed person, partnership, company, association, organization, or corporation;
that the bid is genuine and not collusive or sham; that the bidder has not directly or
indirectly induced or solicited any other bidder to put in a false or sham bid, and has not
directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone
else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not
in any manner, directly or indirectly, sought by agreement, communication, or conference
with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead,
profit, or cost element of the bid price, or of that of any other bidder, or to secure any
advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, that the
bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, or paid,
and will not pay, any fee to any corporation, partnership, company association,
organization, bid depository, or to any member or agent thereof to effectuate a collusive or
sham bid.
Signature
Typed or Printed Name
Title
Bidder
Subscribed and sworn before me
This day of , 20
(Seal)
Notary Public in and for
the State of California
My Commission Expires:
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PUBLIC WORKS CONTRACT
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850, 21034, & 24009
THIS CONTRACT “Contract” is made and entered into on , 20 ,
by and between the City of Rosemead, a general law city, located in the County of Los
Angeles, State of California (“City”), and , a
at
(“Contractor”). City and Contractor may be referred
to, individually or collectively as the “Party” or “Parties.”
NOW, THEREFORE, in consideration of the promises and of the mutual covenants and
agreements herein contained, said parties do hereby agree as follows:
Section 1. Recitals.
City, issued a Notice Inviting [Informal] Bids No. , to be submitted on or
before , 20 , for the following: FY 25-26 ANNUAL PAVEMENT
REHABILITATION PROJECT NO. 21850 in the City of Rosemead, California,
hereinafter called “Project”.
On , 20 said bids were duly opened.
At its regular meeting held on , 20 , the City Council duly
accepted the bid of Contractor for the Project as being the lowest responsible bid received
and directed that a written contract be entered into with Contractor.
City has requested a proposal for the Project from Contractor.
At its regular meeting held on , 20 , the City Council approved
the Contractor’s proposal for the Project and directed that a written contract be entered
into with Contractor.
Section 2. Contract Documents. This Contract consists of the following documents
(“Contract Documents”), all of which are made a part of this Contract:
2.1 Notice Inviting [Informal] Bids
2.2 Instructions to Bidders
[corporation/partnership/limited liability company ], located
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2.3 Bid Proposal, as accepted, including the Certificate of Bidders’ Experience
and Qualifications and the List of Subcontractors
2.4 Notice of Award
2.5 Notice to Proceed
2.6 This Contract
2.7 Verification of California Contractor’s License
2.8 Contractor’s Certificate Regarding Workers’ Compensation
2.9 Security for payment (labor and materials)
2.10 Security for performance
2.11 Certificate(s) of Insurance
2.12 General Conditions/Specifications
2.13 Special Provisions
2.14 Plans and Standard Drawings
2.15 Standard Specifications for Public Works Construction “S.S.P.W.C”. or
“Greenbook”
2.16 Addenda Nos. (if none insert N/A)
2.17 Other documents (list here)
All of the above-mentioned documents are intended to complement the other
documents so that any work called for in one, and not mentioned in the others, or vice
versa, is to be executed the same as if mentioned in all of said documents. In the event
of a discrepancy between the provisions of the Contractor’s documents and the City’s
documents, the City’s documents take precedence with respect to resolution of the
discrepancy.
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Section 3. The Work.
3.1 Contract Documents Define “Work”. The work (“Work”) to be performed by
Contractor is described in the Contract Documents.
3.2 Professional Standards Required. In completing the Work, Contractor must
employ, at a minimum, the applicable generally accepted professional
standards of its industry in existence at the time of performance as utilized
by persons engaging in similar work.
3.3 Contractor Provides All Equipment. Except as specifically provided in the
Contract Documents, Contractor must furnish, at its sole expense, all of the
labor, materials, tools, equipment, services and transportation necessary to
perform all of the Work.
3.4 Contract Documents Strictly Control. Contractor must perform all of the
Work in strict accordance with the Contract Documents.
Section 4. Time to Perform the Work.
4.1 Time is of Essence. Time is of the essence with respect to Contractor’s
Work. Contractor agrees to diligently pursue performance of the Work within
the time specified by the Contract Documents.
4.2 Excusable Delays. Contractor will be excused from any delay in
performance or failure to perform due to causes beyond the control of
Contractor. Such causes include, but are not limited to, acts of God, acts of
terrorism, acts of federal, state or local governments, acts of City, court
orders, fires, floods, epidemics, strikes, embargoes, and unusually severe
weather.
4.3 Notification of Delays. If Contractor is delayed by any cause beyond
Contractor’s control, City may, but is not required to, grant a time extension
for the completion of the Work. If delay occurs, Contractor must notify City
in writing within 48 hours of the cause and the extent of the delay and how
such delay interferes with Contractor’s performance of the Work.
Section 5. Compensation and Payment.
5.1 Compensation. Subject to any limitations provided in the Contract
Documents, City agrees to pay Contractor as full consideration for the
faithful performance of all of the Work the total amount of
Dollars ($ .00)
(“Compensation”).
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5.2 Monthly Invoice. Contractor must furnish City with an invoice for the Work
performed in accordance with the Contract Documents. Contractor may not
submit invoices more often than once every 30 days.
5.3 City Review of Invoices. City will review each invoice and determine
whether the Work performed is in accordance with the Contract Documents.
The Director may require Contractor to provide a release of all undisputed
Contract amounts contained in the invoice.
5.4 Disputes on Invoices. If City disputes any item on an invoice, City will give
Contractor notice stating the reasons for the dispute. The Parties will meet
and confer in good faith to attempt to resolve the dispute.
5.5 30 Days to Pay Invoice. Except as to any charges for the Work performed
that the City disputes, City will cause Contractor to be paid within 30 days
of the date of the invoice or the date that Contractor furnishes City with a
release of all undisputed Contract amounts, whichever occurs later.
5.6 Partial Invoices. In the event there is any claim specifically excluded by
Contractor from the operation of any release, City may retain an amount not
to exceed the amount of the excluded claim.
5.7 No Additional Compensation. Said compensation shall cover all expenses,
losses, damages, and consequences arising out of the nature of the work
during its progress or prior to its acceptance including those for well and
faithfully completing the work and the whole thereof in the manner and time
specified in the contract documents, and also including those arising from
actions of the elements, unforeseen difficulties or obstructions encountered
in the prosecution of the work, suspension or discontinuance of the work,
and all other unknowns or risks of any description connected with the work.
5.8 This Contract is subject to the provisions of Article 1.7 (commencing at
Section 20104.50) of Division 2, Part 3 of the Public Contract Code
regarding prompt payment of contractors by local governments. Article 1.7
mandates certain procedures for the payment of undisputed and properly
submitted payment requests within 30 days after receipt, for the review of
payment requests, for notice to Contractor of improper payment requests,
and provides for the payment of interest on progress payment requests
which are not timely made in accordance with that Article. This Contract
hereby incorporates the provisions of Article 1.7 as though fully set forth
herein.
5.9 Retention of 5% of Contract Price. City shall retain five percent (5%) of the
Compensation the provisions of Section 17, entitled “Notice of Completion”
herein have been met.
5.10 Final payment, constituting the entire unpaid balance of Compensation,
shall be paid by City to Contractor no sooner than thirty-five (35) days after
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a Notice of Completion has been recorded, unless otherwise stipulated in
the Notice of Completion, provided the work has then been completed, the
Contract fully performed, and a final [certificate for payment] has been
issued.
Section 6. Labor Code Requirements.
6.1 Compliance with SB 854 Registration: This Work is subject to compliance
monitoring and enforcement by the Department of Industrial Relations. No
prime contractor or subcontractor may be listed on a bid proposal for a
public works project (submitted on or after March 1, 2015) unless registered
with the Department of Industrial Relations pursuant to Labor Code section
1725.5. No prime contractor or subcontractor may be awarded a contract
for public work on a public works project (awarded on or after April 1, 2015)
unless registered with the Department of Industrial Relations pursuant to
Labor Code section 1725.5. The Contractor will be required to post job site
notices as described in 8 California Code of Regulation section 16451(d).
6.2 Compliance with Prevailing Wage Laws. Contractor is aware of and will
comply with the requirements of California Labor Code Section 1720, et
seq., and 1770, et seq., and California Code of Regulations, Title 8, Section
16000, et seq., (“Prevailing Wage Laws”), which require the payment of
prevailing wage rates and the performance of other requirements on “public
works” and “maintenance” projects.
6.3 Penalty Excessive Work Hours. Contractor acknowledges that under
California Labor Code sections 1810 and following, 8 hours of labor
constitutes a legal day’s work. Contractor will forfeit as a penalty to City the
sum of $25.00 for each worker employed in the execution of this Contract
by Contractor or any subcontractor for each calendar day during which such
worker is required or permitted to work more than 8 hours in any one
calendar day and 40 hours in any one calendar week in violation of the
provisions of Labor Code section 1810. (Labor Code § 1813.)
6.4 List of Current Prevailing Wages. Copies of the determination of the Director
of the Department of Industrial Relations of the prevailing rate of per diem
wages for each craft, classification or type of worker needed to execute this
Contract will be made available upon request from the Director’s office at
111 S. First Street, Rosemead California 91801.
6.5 Posting of Prevailing Wages Required. Contractor must post at the work
site, or if there is no regular work site then at its principal office, for the
duration of the Contract, a copy of the determination by the Director of the
Department of Industrial Relations of the specified prevailing rate of per
diem wages. (Labor Code § 1773.2.)
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6.6 Payment of Prevailing Wages Required. Contractor, and any subcontractor
engaged by Contractor, must pay not less than the specified prevailing rate
of per diem wages to all workers employed in the execution of the contract.
(Labor Code § 1774.) Contractor is responsible for compliance with Labor
Code section 1776 relative to the retention and inspection of payroll records.
6.7 Indemnification for Non-Compliance. Contractor shall defend, indemnify
and hold the City, its elected officials, officers, employees and agents free
and harmless from any claim or liability arising out of any failure or alleged
failure to comply with the Prevailing Wage Laws.
6.8 Penalty for Insufficient Payment. Contractor must comply with all provisions
of Labor Code section 1775. Under Section 1775, Contractor may forfeit as
a penalty to City up to $50.00 for each worker employed in the execution of
the Contract by Contractor or any subcontractor for each calendar day, or
portion thereof, in which the worker is paid less than the prevailing rates.
Contractor may also be liable to pay the difference between the prevailing
wage rates and the amount paid to each worker for each calendar day, or
portion thereof, for which each worker was paid less than the prevailing
wage rate.
6.9 Use of Apprentices. Nothing in this Contract prevents Contractor or any
subcontractor from employing properly registered apprentices in the
execution of the Contract. Contractor is responsible for compliance with
Labor Code section 1777.5 for all apprenticeable occupations. This statute
requires that contractors and subcontractors must submit contract award
information to the applicable joint apprenticeship committee, must employ
apprentices in apprenticeable occupations in a ratio of not less than one
hour of apprentice’s work for every five hours of labor performed by a
journeyman (unless an exception is granted under §1777.5), must
contribute to the fund or funds in each craft or trade or a like amount to the
California Apprenticeship Council, and that contractors and subcontractors
must not discriminate among otherwise qualified employees as apprentices
solely on the ground of sex, race, religion, creed, national origin, ancestry
or color. Only apprentices defined in Labor Code section 3077, who are in
training under apprenticeship standards and who have written apprentice
contracts, may be employed on public works in apprenticeable occupations.
Section 7. Non-Discrimination.
7.1 No Illegal Discrimination. Contractor shall not discriminate in its recruiting,
hiring, promotion, demotion or termination practices on the basis of race,
religious creed, color, national origin, ancestry, physical disability, mental
disability, medical condition, marital status, sex, age, or sexual orientation
in the performance of this Contract and shall comply with the provisions of
the California Fair Employment and Housing Act as set forth in Part 2.8 of
Division 3, Title 2 of the California Government Code; the Federal Civil
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Rights Act of 1964, as set forth in Public Law 88-352, and all amendments
thereto; Executive Order 11246; and all administrative rules and regulations
issued pursuant to such acts and order.
7.2 Compliance With Immigration Laws. Contractor hereby promises and
agrees to comply with all of the provisions of the Federal Immigration and
Nationality Act (8 USCA 1101, et seq.), as amended; and, in connection
therewith, shall not employ unauthorized aliens as defined therein. Should
Contractor so employ such unauthorized aliens for the performance of work
and/or services covered by this Agreement, and should the Federal
Government impose sanctions against the City for such use of unauthorized
aliens, Contractor hereby agrees to, and shall, reimburse City for the cost
of all such sanctions imposed, together with any and all costs, including
attorney’s fees, incurred by the City in connection therewith.
Section 8. General Legal Compliance.
8.1 Compliance With All Laws. In performing the Work, Contractor must comply
with all applicable statutes, laws and regulations, including, but not limited
to, OSHA requirements and the Rosemead Municipal Code.
8.2 Permits & Licenses Required. Contractor must, at Contractor’s sole
expense, obtain all necessary permits and licenses required for the Work,
and give all necessary notices and pay all fees and taxes required by law,
including, without limitation, any business license tax imposed by City.
8.3 Contractors License Required. Contractor must maintain a valid California
Contractor’s License throughout the term of this Contract.
Section 9. Clayton and Cartwright Act Assignments. In entering into this Contract
or a contract with a subcontractor to supply goods, services, or materials
pursuant to this Contract for the Project, Contractor and any or
subcontractor is deemed to have offered and agreed to assign to City all
rights, title, and interest in and to all causes of action it may have under
Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act
(Chapter 2, commencing with Section 16700 of Part 2 of Division 7 of the
California Business and Professions Code), arising from purchases of
goods, services, or materials for the Project. This assignment will be
deemed made and will become effective at the time City tenders final
payment to Contractor, without further acknowledgement by the Parties.
Section 9.1 Certificates of Reported Compliance. Contractor shall comply, and shall
ensure all subcontractors comply, with all applicable requirements of the
most current version of the regulations imposed by California Air
Resources Board (“CARB”) including, without limitation, all applicable
terms of Title 13, California Code of Regulations Division 3, Chapter 9 and
all pending amendments (“Regulation”). Throughout the Project, and for
three (3) years thereafter, Contractor shall make available for inspection
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and copying any and all documents or information associated with
Contractor’s and its subcontractors’ fleets including, without limitation, the
Certificates of Reported Compliance (“CRCs”), fuel/refueling records,
maintenance records, emissions records, and any other information the C-
4 Contractor is required to produce, keep or maintain pursuant to the
Regulation upon two (2) calendar days’ notice from the City. Contractor
shall be solely liable for any and all costs associated with compliance with
the Regulation as well as for any and all penalties, fines, damages, or
costs associated with any and all violations, or failures to comply with the
Regulation. Contractor shall defend, indemnify, and hold harmless the
City, its officials, officers, employees, and authorized volunteers free and
harmless from any claims, liabilities, costs, penalties or interest arising out
of any failure or alleged failure to comply with the Regulation.
Section 10. Hazardous waste and unknown conditions.
10.1 Notification of Hazardous Material Required. Contractor shall, without
disturbing the condition, notify City in writing as soon as Contractor, or any
of Contractor’s subcontractors, agents or employees have knowledge and
reporting is possible, of the discovery of any of the following conditions:
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10.1.1 The presence of any material that the Contractor believes is
hazardous waste, as defined in Section 25117 of the Health and
Safety Code;
10.1.2 Subsurface or latent physical conditions at the site differing from
those indicated in the specifications; or,
10.1.3 Unknown physical conditions at the site of any unusual nature,
different materially from those ordinarily encountered and generally
recognized as inherent in work of this character provided for in this
Contract.
10.2 Fencing off Hazardous Material. Pending a determination by City of
appropriate action to be taken, Contractor shall provide security measures
(e.g., fences) adequate to prevent the hazardous waste or physical
conditions from causing bodily injury to any person.
10.3 City’s Investigation of Conditions. City shall promptly investigate the
reported conditions. If City, through its Director or director’s designee, and
in the exercise of its sole discretion, determines that the conditions do
materially differ, or do involve hazardous waste, and will cause a decrease
or increase in the Contractor’s cost of, or time required for, performance of
any part of the work, then City shall issue a change order.
10.4 No Unapproved Delay For Hazardous Materials. In the event of a dispute
between City and Contractor as to whether the conditions materially differ,
or involve hazardous waste, or cause a decrease or increase in the
Contractor’s cost of, or time required for, performance of any part of the
work, Contractor shall not be excused from any scheduled completion date,
and shall proceed with all work to be performed under the Contract.
Contractor shall retain any and all rights which pertain to the resolution of
disputes and protests between the parties.
Section 11. Independent Contractor. Contractor is and will at all times remain as to
City a wholly independent contractor. Neither the City nor any of its officers,
employees, or agents will have control over the conduct of Contractor or
any of Contractor’s officers, employees, agents or subcontractors, except
as expressly set forth in the Contract Documents. Contractor may not at any
time or in any manner represent that it or any of its officers, employees,
agents, or subcontractors are in any manner officers, employees, agents or
subcontractors of City.
Section 12. Warranty & Guarantee
12.1 New Materials. Contractor guarantees that all materials and equipment
furnished will be new unless otherwise specified in the Contract Documents.
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12.2 One Year Guarantee. Contractor guarantees all materials and equipment
furnished and Work performed for a period of one (1) year from the date of
substantial completion is free from all defects due to faulty materials or
workmanship. Contractor shall promptly make such corrections as may be
necessary by reasons of such defects including the repairs of any damage
to other property, whether real or personal. The City will give notice of
observed defects with reasonable promptness. If Contractor fails to make
such repairs, or other Work that may be made necessary by such defects,
the City may do so and charge the Contractor the cost thereby incurred,
plus 10% for administrative expenses. The Performance Bond shall remain
in full force and effect through the guarantee period. Contractor shall
execute the Public Improvement Warranty attached hereto and incorporate
hereon by this reference as Attachment "A."
Section 13. Bonds. Contractor shall provide a payment bond and a performance bond
consistent with the terms of this section. Each bond shall (1) be in writing;
(2) signed by at least one admitted surety insurer under oath; (3) if a bond
is signed by more than one surety insurer, include a statement that the
sureties are jointly and severally liable on the obligations required
hereunder; (4) list the address at which the principal and surety/sureties
may be served with notices, papers, and other documents under this
chapter; (5) be in the form of a bond and not in a deposit in lieu of a bond;
(6) be consistent with any other requirements of the City that reasonably
relate to a guarantee that the project will be completed at no cost to the City.
13.1 Payment Bond. Contractor shall furnish and file with City a bond in the sum
of one hundred percent (100%) of the Compensation. Consistent with Civil
Code § 9554, the bond shall provide that if the Contractor or any
subcontractors hired by Contractor fails to pay (1) any of the persons named
in Civil Code § 9100; (2) amounts due under the Unemployment Insurance
Code with respect to work or labor performed under this Agreement; or (3)
for any amounts required to be deducted, withheld, and paid over to the
Employment Development Department from the wages of employees of the
contractor and subcontractors pursuant to Unemployment Insurance Code
§13020 with respect to the work and labor that the sureties will pay for the
same, and also, in case suit is brought upon the bond, a reasonable
attorney’s fee, to be fixed by the court. The bond shall, by its terms, inure to
the benefit of any of the persons named in Civil Code § 9100 so as to give
a right of action to those persons or their assigns in any suit brought upon
the bond. The bond provided under this section shall be released by written
authorization of the City Engineer at the completion of the one year warranty
period described in section 12.2, above, provided that Contractor is not in
default on any provision of this Agreement.
13.2 Performance Bond. Contractor, before commencing said Project, shall
furnish and file with City a bond, or bonds, in a form satisfactory to the City,
in the sum of one hundred percent (100%) of the contract price thereof
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conditioned upon the faithful performance of this Contract and upon the
payment of all labor and materials furnished in connection with this
contract..
Section 14. Indemnification.
14.1 City and each of its officers, employees, Contractors and agents including,
without limitation, the City Council, Project Manager and each City
Representative, shall not be liable or accountable in any manner for loss or
damage that may happen to any part of the Work; loss or damage to
materials or other things used or employed in performing the Work; injury,
sickness, disease, or death of any person; or damage to property resulting
from any cause whatsoever except their sole negligence, willful misconduct
or active negligence, attributable to performance or character of the Work,
and Contractor releases all of the foregoing persons and entities from any
and all such claims.
14.2 To the furthest extent permitted by law (including, without limitation, Civil
Code Section 2782), Contractor shall defend, indemnify, and hold harmless,
City and each of its officers, officials, employees, representatives,
volunteers, Contractors and agents including, without limitation, the City
Council, Project Manager and each City Representative, from claims, suits,
actions, losses and liability of every kind, nature and description including,
without limitation, claims and fines of regulatory agencies and attorney’s
fees and Contractor’s fees, directly or indirectly arising out of, connected
with, or resulting from performance of the Work, failure to perform the Work,
or condition of the Work that is caused in whole or part by any act or
omission of Contractor, Subcontractors, anyone directly or indirectly
employed by any of them, or anyone for whose acts any of them may be
liable, resulting from any cause whatsoever except for liability for loss,
damage, or expense arising from City’s sole negligence, willful misconduct,
or active negligence.
14.3 In the event of any dispute between Contractor and City, as to whether
liability arises from the sole or active negligence of the City or its officers,
employees, or agents, Contractor will be obligated to pay for City’s defense
until such time as a final judgment has been entered adjudicating the City
as solely or actively negligent. Contractor will not be entitled in the absence
of such a determination to any reimbursement of defense costs including
but not limited to attorney’s fees, expert fees, and costs of litigation.
14.4 With respect to third-party claims against Contractor, Contractor waives any
and all rights to any type of express or implied indemnity including, without
limitation, costs of defense, against City and each of its officers, officials,
employees, Contractors and agents including, without limitation, City, the
governing board, Project Manager and each City Representative. City shall
provide timely notice to Contractor of any third-party claim relating to the
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Contract Documents, in accordance with Public Contract Code Section
9201.
14.5 Approval or purchase of any insurance contracts or policies shall in no way
relieve from liability nor limit the liability of Contractor, its Subcontractors of
any tier, or the officers or agents of any of them.
14.6 To the furthest extent permitted by law (including, without limitation, Civil
Code § 2782), the indemnities, releases of liability and limitations of liability,
claims procedures, and limitations of remedy expressed throughout
Contract Documents shall apply even in the event of breach of Contract,
passive negligence, fault or strict liability of the party(ies) indemnified,
released, or limited in liability, and shall survive the termination, rescission,
breach, abandonment, or completion of the Work or the terms of the
Contract Documents. If Contractor fails to perform any of these defense or
indemnity obligations, City may in its discretion back charge Contractor for
City’s costs and damages resulting therefrom and withhold such sums from
progress payments or other Contract moneys which may become due.
14.7 City’s officers, representatives, directors, agents, volunteers, or employees
shall not be personally responsible for any liability arising under the
Agreement, except such obligations as are specifically set forth herein.
14.8 Withholding Funds. In the event of any Claim made against City, City may,
in its sole discretion, reserve, retain or apply any funds due to Contractor
under this Contract for the purpose of resolving such Claim.
14.9 Survival of Terms. The provisions of this section will survive the expiration
or earlier termination of this Agreement.
Section 15. Insurance. Contractor shall not commence work under this contract until
Contractor shall have obtained all insurance required by the Contract
Documents and such insurance shall have been approved by City as to
form, amount and carrier, nor shall Contractor allow any subcontractor to
commence work on any subcontract until all similar insurance required of
the subcontractor shall have been so obtained and approved.
A. Workers’ Compensation Insurance. Contractor shall take out and maintain,
during the life of this contract, Workers’ Compensation Insurance and
Employer’s Liability Insurance for all of Contractor’s employees employed
at the site of improvement; and, if any work is sublet, Contractor shall
require the subcontractor similarly to provide Workers’ Compensation
Insurance and Employers’ Liability Insurance in accordance with Labor
Code Section 3700 for all of the latter’s employees, unless such employees
are covered by the protection afforded by Contractor. If any class of
employees engaged in work under this contract at the site of the Project is
not protected under any Workers’ Compensation law, Contractor shall
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provide and shall cause each subcontractor to provide adequate insurance
for the protection of employees not otherwise protected. Contractor shall
indemnify City for any damage resulting to it from failure of either Contractor
or any subcontractor to take out or maintain such insurance.
i. Workers Compensation Insurance in the amount of not less than
Statutory Limits set by the State of California.
ii. Employer’s Liability Insurance in the amount of not less than ONE
MILLION DOLLAR ($1,000,000).
B. COMMERCIAL GENERAL LIABILITY, PRODUCTS/COMPLETED
OPERATIONS HAZARD, AUTOMOBILE LIABILITY, AND CONTRACTUAL
GENERAL LIABILITY INSURANCE.
(i.) Commercial 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
ONE MILLION DOLLAR ($1,000,000) per occurrence, TWO MILLION
DOLLARS ($2,000,000) general aggregate, for bodily injury, personal
injury, and property damage. The policy must include contractual liability
that has not been amended. Any endorsement restricting standard ISO
“insured contract” language will not be accepted.
(ii.) Products/Completed Operations Hazard Insurance. CONTRACTOR
shall maintain Products/Completed Operations Hazard insurance with
coverage in an amount not less than ONE MILLION DOLLAR
($1,000,000) per claim. Products liability coverage shall extend for a
minimum of three years (3) after project completion, and completed
operations coverage for construction agreements shall extend for 10
years from the date of substantial completion of the project or the statute
of repose, whichever is longer. 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 additional insureds under the Products and
Completed Operations coverage.
(iii.) 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
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owned, hired, non-owned, or rented vehicles, in an amount not less than
ONE MILLION DOLLAR ($1,000,000) combined single limit for each
accident.
C. CONTRACTOR’S POLLUTION LIABILITY, TRANSPORTATION POLLUTION
LIABILITY, BUILDER’S RISK, AND INSTALLATION EXPOSURE
INSURANCE.
(i.) CONTRACTOR’S POLLUTION LIABILITY INSURANCE. Coverage
shall provide for liability arising out of sudden, accidental, and gradual
pollution, and remediation. The policy limit shall be no less than ONE
MILLION DOLLAR ($1,000,000) 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 remediation of the site in the event of an environmental
contamination event arising out of the materials, supplies, products,
work, operations, or workmanship.
(ii.) TRANSPORTATION POLLUTION LIABILITY INSURANCE. Coverage
shall be in an amount not less than FIVE MILLION DOLLARS
($5,000,000) combined single limit per accident and shall include
Pollution Liability (CA9948) and MCS-90 Endorsements. The policy
shall provide coverage for transportation of pollutants/contaminants to
and from the job site and the hauling of waste from the project site to the
final disposal location, including non-owned disposal sites.
(iii.) BUILDER’S RISK INSURANCE. Upon commencement of construction
and with approval of CITY, CONTRACTOR shall obtain and maintain
builder’s risk (course of construction) for the entire duration of the project
until only the CITY has an insurable interest. The builder’s risk coverage
shall include the coverages as specified below:
a. The named insureds shall be CONTRACTOR and CITY, including its
officers, officials, employees, representatives, agents, and
volunteers. All Subcontractors (excluding those solely responsible
for design work) of any tier and suppliers shall be included as
additional insureds as their interests may appear. CONTRACTOR
shall not be required to maintain property insurance for any portion
of the Project following transfer of control thereof to CITY. The policy
shall contain a provision that all proceeds from the builder’s risk
policy shall be made payable to the CITY. The CITY will act as a
fiduciary for all other interests in the Project.
b. Project. There shall be no coinsurance penalty or provisional limit
provision in any such policy. Policy must include: (1) coverage for
any ensuing loss from faulty workmanship, nonconforming Work,
omission or deficiency in design or specifications; (2) coverage
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against machinery accidents and operational testing; (3) coverage
for removal of debris, and insuring the buildings, structures,
machinery, equipment, materials, facilities, fixtures and all other
properties constituting a part of the Project; (4) Ordinance or law
coverage for contingent rebuilding, demolition, and increased costs
of construction; (5) transit coverage (unless insured by the supplier
or receiving contractor), with sub-limits sufficient to insure the full
replacement value of any key equipment item; (6) Ocean marine
cargo coverage insuring any Project materials or supplies, if
applicable; (7) coverage with sub-limits sufficient to insure the full
replacement value of any property or equipment stored either on or
off the Site or any staging area. Such insurance shall be on a form
acceptable to CITY to ensure adequacy of terms and sublimits and
shall be submitted to the CITY prior to commencement of
construction.
(iv.)INSTALLATION “FLOATER” EXPOSURE INSURANCE. If required by the
CITY or not covered by builders’ risk (course of construction) coverage,
CONTRACTOR shall obtain an “installation floater” for the value of the
property and covering the portion of the work to be constructed, installed,
altered, or repaired by CONTRACTOR. The installation floater policy must
include coverage for the fixtures, materials, supplies, machinery, and
equipment used in or incidental to the construction project as well as
property kept off-site or while in transit. Coverage must include property of
others in the CONTRACTOR’S care, custody, or control. In addition to
CONTRACTOR, the CITY and all subcontractors shall be named as
additional insureds on the policy with coverage extending through the final
completion date.
D. PROOF OF INSURANCE. CONTRACTOR shall provide certificates of
insurance and required endorsements to CITY as evidence of insurance
coverage required herein. Insurance certificates and endorsements must be
approved by CITY prior to the commencement of work. Current certification of
insurance shall be kept on file with CITY for the contract period and any
additional length of time required thereafter. CITY reserves the right to require
complete, certified copies of all required insurance policies, at any time.
E. NOTICE TO COMMENCE WORK. The City will not issue any notice
authorizing Contractor or any subcontractor to commence work under this
contact until Contractor has provided to the City the proof of insurance as
required.
F. DURATION OF COVERAGE. CONTRACTOR shall procure and maintain for
the contract period, and any additional length of time required thereafter,
insurance against claims for injuries to persons or damages to property, or
financial loss which may arise from or in connection with the performance of
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work hereunder by CONTRACTOR, their agents, representatives, employees,
or subcontractors.
G. PRIMARY/NONCONTRIBUTING. Coverage provided by CONTRACTOR shall
be primary and an insurance or self-insurance procured or maintained by 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 insurance shall contain or be endorsed to contain a
provision that such coverage shall also apply on primary and non-contributory
basis for the benefit of CITY before the CITY’s own insurance or self-insurance
shall be called upon to protect it as named insured.
H. CITY’S RIGHTS OF ENFORCEMENT. In the event any policy of insurance
required under this agreement does not comply with these specifications or is
canceled and not replaced, CITY has the right but not the duty to obtain the
insurance it deems necessary, and any premium paid by CITY will be promptly
reimbursed by CONTRACTOR or CITY will withhold amounts sufficient to pay
premium from CONTRACTOR’S payments. In the alternative, CITY may cancel
this agreement.
I. 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 policyholder’s Rating of A-
(or higher) and Financial Size Category Class VII (or larger) in accordance with
the latest edition of Best’ Key Rating Guide, unless otherwise approved by the
Director of Human Resources & Risk Management.
J. 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,
representatives 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 subcontractors.
K. ENFORCEMENT OF CONTRACT PROVISIONS (NON ESTOPPEL).
CONTRACTOR acknowledges and agrees that any actual or alleged failure on
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.
L. REQUIREMENTS NOT LIMITING. Requirements of specific coverage features
or limits contained in this section are not intended as limitation on coverage,
limits or other requirements, or a waiver of any coverage normally provided by
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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.
M. NOTICE OF CANCELLATION. CONTRACTOR agrees to oblige its insurance
agent or broker and insurers to provide the 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. If any of the
CONTRACTOR’S insurers are unwilling to provide such notice, then
CONTRACTOR shall have the responsibility of notifying the CITY immediately
in the event of CONTRACTOR’S failure to renew any of the required insurance
coverages, or insurer’s cancellation or nonrenewal.
N. ADDITIONAL INSURED STATUS. General Liability, Automobile Liability, and
umbrella/excess liability insurance policies shall provide or be endorsed to
provide that CITY and its officers, officials, employees, agents, representatives,
and volunteers shall be additional insureds under such policies.
O. 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.
P. 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 again whom claim is made or suit is brough, except
with respect to the insurer’s limits of liability. The policy(ies) shall not contain
any cross-liability exclusions.
Q. PASS THROUGH CLAUSE. CONTRACTOR agrees to ensure that its
subcontractors, subcontractors, and any other party who is brough onto or
involved in the project/service by CONTRACTOR (hereinafter collectively
“subcontractor”), 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.
However, in the event CONTRACTOR’S subcontractor cannot comply with this
requirement, which proof must be submitted to the CITY, CONTRACTOR shall
be required to ensure that its subcontractor provide and maintain insurance
coverage and endorsements sufficient to the specific risk of exposure involved
with subcontractor’s scope of work and services, with limits less than required
of the CONTRACTOR, but in all other terms consistent with the
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CONTRACTOR’s requirements under this agreement. This provision does not
relieve the CONTRACTOR’ of its contractual obligations under the agreement
and/or limit its liability to the amount of insurance coverage provided by its
subcontractors. This provision is intended to solely provide CONTRACTOR
with the ability to utilize a subcontractor who may be otherwise qualified to
perform the work or services but may not carry the same insurance limits as
required of the CONTRACTOR under this agreement given the limited scope
of work or services provided by the subcontractor. CONSULANT agrees that
upon request, all agreements with subcontractors, and others engaged in this
project, will be submitted to CITY for review.
R. CITY’S RIGHT TO REVISE SPECIFICATIONS. The CITY reserves the right to
at any time during the term of the contract to change the amounts and types of
insurance required by giving the CONTRACTOR ninety (90) days advance
written notice of such change. If such change results in substantial additional
cost to the CONTRACTOR, the CITY and CONTRACTOR may renegotiate the
CONTRACTOR’S compensation.
S. 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, or require proof
of ability to pay losses and related investigations, claim administrative, and
defense expenses within the retention through confirmation from the
underwriter.
T. 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.
U. ADDITIONAL INSURANCE. CONTRACTOR shall also procure and maintain,
at this 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.
Section 16. Liquidated Damages. The parties agree that it would be impractical and
extremely difficult to fix the actual damages to the City in the event the
Project is not commenced and/or completed on or before the dates
specified for commencement and completion of the Project in the Contract
Documents. The parties have considered the facts of a breach of this
contract and have agreed that the liquidated damages sum hereinafter set
forth is reasonable as liquidated damages in the event of a breach, and that
said sum shall be presumed to be the amount of the damages sustained by
the City in the event such work is not begun and/or completed and accepted
by the times so specified in the Contract Documents, the sum of
($ .00) shall be presumed to be the amount of
damages suffered by the CITY for each day’s delay in the starting and/or
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completion and acceptance of said Project after the dates specified in the
Contract Documents for the start and/or completion thereof, and Contractor
hereby agrees to pay said sum of ($ .00) as liquidated
damages for each day of delay in the starting and/or completing and
acceptance of said Project beyond the dates specified in the Contract
Documents. Any and all such liquidated damages assessed shall be done
so in accordance with that certain edition of the Standard Specification for
Public Works Construction currently in effect on the execution date of this
Contract.
Section 17. Notice of Completion. Upon completion of Project and acceptance of
same by the City Council, the City Clerk shall have cause to be recorded a
Notice of Completion with the office of the Los Angeles County Recorder;
and, after thirty-five (35) days from the date said Notice of Completion is
recorded, the Director of Finance of City shall release the funds retained
pursuant to Section 5 hereof; provided there have been no mechanics’ liens
or stop notices filed against said work which have not been paid, withdrawn
or eliminated as liens against said work.
Section 18. Notice.
18.1 All written notices required or permitted to be given under this Contract will
be deemed made when received by the other Party at its respective address
as follows:
To City: City of Rosemead
8838 East Valley Boulevard
Rosemead CA 91770
Attention: Sam Gutierrez
Tel: (626) 569-2158
Email: sgutierrez@rosemeadca.gov
To Contractor:
18.2 Notice will be deemed effective on the date personally delivered or
transmitted by facsimile. If the notice is mailed, notice will be deemed given
three days after deposit of the same in the custody of the United States
Postal Service, postage prepaid, for first class delivery, or upon delivery if
using a major courier service with tracking capabilities.
18.3 Any Party may change its notice information by giving notice to the other
Party in compliance with this section.
Attention:
Tel:
Email
:
:
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Section 19. Termination
19.1 Except as otherwise provided, City may terminate this Contract at any time
with or without cause. Notice of termination will be in writing.
19.2 Should the Contract be terminated pursuant to this section, City may
procure on its own terms services similar to those terminated.
19.3 By executing this document, Contractor waives any and all claims for
damages that might otherwise arise from City’s termination under this
section.
19.4 If City takes over the Work as provided in this section, City may, without
liability for so doing, take possession of, and utilize in completing the Work,
such materials, appliances, plant, and other property belonging to
Contractor as may be on the site of the Work and necessary for the
completion of the Work.
Section 20. Project Documents. All data, drawings, maps, models, notes,
photographs, reports, studies and other documents (collectively, “Project
Documents”) prepared, developed or discovered by Contractor in the
course of performing any of the Work under this Contract will become the
sole property of City. Upon the expiration or termination of this Contract,
Contractor must turn over all original Project Documents to City in its
possession, but may retain copies of any of the Project Documents it may
desire.
Section 21. General Provisions.
21.1 Authority to Execute. Each Party represents and warrants that all necessary
action has been taken by such Party to authorize the undersigned to
execute this Contract and to bind it to the performance of its obligations.
21.2 Assignment. Contractor may not assign this Contract without the prior
written consent of City, which consent may be withheld in the City’s sole
discretion since the experience and qualifications of Contractor were
material considerations for this Contract.
21.3 Binding Effect. This Contract is binding upon the heirs, executors,
administrators, successors and permitted assigns of the Parties.
21.4 Integrated Contract. This Contract, including the Contract Documents, is the
entire, complete, final and exclusive expression of the Parties with respect
to the Work to be performed under this Contract and supersedes all other
agreements or understandings, whether oral or written, between Contractor
and City prior to the execution of this Contract.
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21.5 Modification of Contract. No amendment to or modification of this Contract
will be valid unless made in writing and approved by Contractor and by the
City Council or City Manager, as applicable. The Parties agree that this
requirement for written modifications cannot be waived and that any
attempted waiver will be void.
21.6 Counterparts and Facsimile Signatures. This Contract may be executed in
several counterparts, each of which will be deemed an original, and all of
which, when taken together, constitute one and the same instrument.
Amendments to this Contract will be considered executed when the
signature of a party is delivered by facsimile transmission. Such facsimile
signature will have the same effect as an original signature.
21.7 Waiver. Waiver by any Party of any term, condition, or covenant of this
Contract will not constitute a waiver of any other term, condition, or
covenant. Waiver by any Party of any breach of the provisions of this
Contract will not constitute a waiver of any other provision, or a waiver of
any subsequent breach or violation of any provision of this Contract.
Acceptance by City of any Work performed by Contractor will not constitute
a waiver of any of the provisions of this Contract.
21.8 Interpretation. This Contract will be interpreted, construed and governed
according to the laws of the State of California. Each party has had the
opportunity to review this Contract with legal counsel. The Contract will be
construed simply, as a whole, and in accordance with its fair meaning. It will
not be interpreted strictly for or against either party.
21.9 Severability. If any term, condition or covenant of this Contract is declared
or determined by any court of competent jurisdiction to be invalid, void or
unenforceable, the remaining provisions of this Contract will not be affected
and the Contract will be read and construed without the invalid, void or
unenforceable provision.
21.10 Venue. In the event of litigation between the parties, venue in state trial
courts will be in the County of Los Angeles. In the event of litigation in a
U.S. District Court, venue will be in the Central District of California, in Los
Angeles.
21.11 Electronic Transmission of Contract and Signature. The Parties agree that
this Contract may be signed and transmitted by electronic mail by either/any
or both/all Parties, and that such signatures shall have the same force and
effect as original signatures, in accordance with California Government
Code section 16.5 and Civil Code section 1633.7.
[Signatures on the following page]
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THE UNDERSIGNED AUTHORIZED REPRESENTATIVES of the Parties have
executed this Contract as follows:
CITY OF ROSEMEAD CONTRACTOR
[INSERT COMPANY NAME]
Tax Payer ID:
Ben Kim, City Manager Date
Print Name:
ATTEST:
Ericka Hernandez, City Clerk Date
Title:
(President, VP)
APPROVED AS TO FORM:
Signature
Rachel Richman Date
City Attorney
Print Name:
Title:
(Treasurer, Secretary)
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By:
Its:
Title
ATTACHMENT A
PUBLIC IMPROVEMENTS WARRANTY
On , 202 , the City of Rosemead (“City:”) accepted as
complete and meeting the standards of City, the following public improvement(s):
,
built and constructed by or for , ("Contractor")
Contractor hereby warrants and guarantees the aforementioned public improvements as
to the material used and workmanship performed for a period of one (1) year following
the date set forth above.
In the event of a defect, malfunction, or failure to conform the improvement specifications
and all applicable local standards, the Contractor shall repair or replace said
improvements at Contractor's own and sole expense within a reasonable time from notice
of the defect from City. Should Contractor fail to cure any defect within a reasonable
period of time, Contractor agrees to reimburse City for any and all costs of City's efforts
to cure any defect once City has provided notice to the Contractor of the defect and the
City's intent to cure such defect.
Should litigation be necessary to enforce the provisions of this warranty, the prevailing
party shall be entitled to reimbursement for attorneys fees and court and related costs.
Executed at , California, on the day and year first written
above.
CONTRACTOR
Signature
(Typed Name)
Signature
By:
By:
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Its:
Title
(Typed Name)
[NOTARY REQUIRED]
By:
PERFORMANCE BOND
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
PERFORMANCE BOND - 1
PERFORMANCE BOND
WHEREAS the CITY OF ROSEMEAD (also herein "Obligee") has awarded to
(hereinafter
"Contractor"), a contract for work consisting of but not limited to, furnishing all labor, materials,
tools, equipment, services, and incidentals for the FY 25-26 ANNUAL PAVEMENT
REHABILITATION PROJECT NO. 21850, 21034, & 24009 and all other required structures
and facilities within the rights-of-way, easements and permits;
WHEREAS, the Work to be performed by the Contractor is more particularly set
forth in that certain contract for the said Public Work dated (hereinafter
the "Public Work Contract"); and
WHEREAS, the Contractor is required by said Public Work Contract to perform
the terms thereof and to provide a bond both for the performance and guaranty thereof,
NOW, THEREFORE, we
, the undersigned Contractor, as Principal, and
, a corporation organized and
existing under the laws of the State of , and duly authorized to transact
business under the laws of the State of California, as Surety, are held and firmly bound unto the
CITY OF ROSEMEAD in the sum of
dollars,
($ ), said sum being not less than 100% of the total amount
payable by the said Obligee under the terms of the said Public Work Contract, for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors
and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, his or
its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by,
and well and truly keep and perform the covenants, conditions and agreements in the said Public
Work Contract and any alteration thereof made as therein provided, on his or their part, to be kept
and performed at the time and in the manner therein specified, and in all respects according to their
intent and meaning; and shall faithfully fulfill the one-year guarantee of all materials and
workmanship; and indemnify and save harmless the Obligee, its officers and agents, as stipulated
in the said Public Work Contract, then this obligation shall become null and void; otherwise it shall
be and remain in full force and effect. In the event legal action is required to enforce the provisions
of this agreement, the prevailing party shall be entitled to recover reasonable attorneys' fees in
addition to court costs, necessary disbursements, and other damages.
In case legal action is required to enforce the provisions of this bond, the prevailing
party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary
disbursements and other consequential damages.
The said Surety, for value received, hereby stipulates and agrees that no change,
extensions of time, alteration or addition to the terms of the Public Work Contract or to the Work
PERFORMANCE BOND - 2
to be performed thereunder, or the specifications accompanying the same shall in any way affect
its obligations on this bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Contract, or to the Work or to Specifications.
IN WITNESS WHEREOF, we have hereto set our hands and seals this _ day
on , 20 .
Principal/Contractor
By:
President
Surety
By:
Attorney-in-Fact
The rate of premium on this bond is per thousand.
The total amount of premium charged, $ .
(The above must be filled in by corporate surety.)
PERFORMANCE BOND - 3
STATE OF CALIFORNIA )
) ss.
COUNTY OF )
On this day of , in the year , before me,
, a Notary Public in and for said state, personally
appeared , known to me (or proved to be on
the basis of satisfactory evidence) to be the person whose name is subscribed to the within
instrument as the Attorney-in-Fact of the (surety)
and acknowledged to me that he subscribed the name of the
(surety) thereto and his own name as
Attorney-in-Fact.
Notary Public in and for said State
(SEAL)
My Commission expires .
PERFORMANCE BOND - 4
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the
Secretary of the corporation named as
principal to the within bond; that who
signed the said bond on behalf of the principal was then
of said corporation; that I know his signature,
and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for
and in behalf of said corporation by authority of its governing Board.
(Corporate Seal)
Signature
Date
NOTE: A copy of the power of attorney to local representatives of the bonding company may be
attached hereto.
PAYMENT BOND
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
PAYMENT BOND - 1
PAYMENT (MATERIAL & LABOR) BOND
WHEREAS the CITY OF ROSEMEAD (hereinafter "Obligee") has awarded to
(hereinafter "Contractor"), a
contract for work consisting of but not limited to, furnishing all labor, materials, tools, equipment,
services, and incidentals for the FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009 and all other required structures and facilities within
the rights-of-way, easements and permits;
WHEREAS, the Work to be performed by the Contractor is more particularly set
forth in that certain contract for the said Public Work dated ,
(hereinafter the "Public Work Contract"); and
WHEREAS, said Contractor is required to furnish a bond in connection with said
Public Work Contract providing that if said Contractor or any of his or its subcontractors shall fail
to pay for any materials, provisions, or other supplies, or terms used in, upon, for or about the
performance of the Work contracted to be done, or for any work or labor done thereon of any kind,
or for amounts due under the provisions of 3248 of the California Civil Code, with respect to such
work or labor, that the Surety on this bond will pay the same together with a reasonable attorney's
fee in case suit is brought on the bond.
NOW, THEREFORE, we
, the undersigned Contractor, as Principal and
, a corporation organized and
existing under the laws of the State of and duly authorized to
transact business under the laws of the State of California, as Surety, are held and firmly bound
unto the CITY OF ROSEMEAD and to any and all material men, persons, companies or
corporations furnishing materials, provisions, and other supplies used in, upon, for or about the
performance of the said Public Work, and all persons, companies or corporations renting or hiring
teams, or implements or machinery, for or contributing to said Public Work to be done, and all
persons performing work or labor upon the same and all persons supplying both work and materials
as aforesaid excepting the said Contractor, the sum of
dollars, ($ _), said sum being not
less than 100% of the total amount payable by said Obligee under the terms of the said Public
Work Contract, for which payment well and truly to be made, we bind ourselves, our heirs,
executors and administrators, successors and assigns jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal, his or
its subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay for any
materials, provisions, or other supplies or machinery used in, upon, for or about the performance
of the Work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of
the persons named in California Civil Code Section 3181, or amounts due under the
Unemployment Insurance Code with respect to work or labor performed by any such claimant, or
for any amounts required to be deducted, withheld, and paid over to the Employment Development
PAYMENT BOND - 2
Department from the wages of employees of the contractor and his subcontractors pursuant to
Section 13020 of the Unemployment Insurance Code with respect to such work and labor, and all
other applicable laws of the State of California and rules and regulations of its agencies, then said
Surety will pay the same in or to an amount not exceeding the sum specified herein.
In case legal action is required to enforce the provisions of this bond, the prevailing
party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary
disbursements and other consequential damages. In addition to the provisions hereinabove, it is
agreed that this bond will inure to the benefit of any and all persons, companies and corporations
entitled to make claims under Sections 3110, 3111, 3112 and 3181 of the California Civil Code,
so as to give a right of action to them or their assigns in any suit brought upon this bond.
The said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or additions to the terms of the said Public Work Contract or to the
Work to be performed thereunder or the specification accompanying the same shall in any way
affect its obligations on this bond, and it does hereby waive notice of any such change, extension
of time, alteration or addition to the terms of the Contract or to the Work or to the Specifications.
IN WITNESS WHEREOF, we have hereto set our hands and seals this day
on , 20 .
Principal/Contractor
By:
President
Surety
By:
Attorney-in-Fact
PAYMENT BOND - 3
STATE OF CALIFORNIA )
)
COUNTY OF ) ss.
On this day of , in the year , before
me, , a Notary Public in and for said state,
personally appeared , known to me (or
proved to be on the basis of satisfactory evidence) to be the person whose name is subscribed to
the within instrument as the Attorney-in-Fact of the
(surety) and acknowledged to me that he
subscribed the name of the (surety) thereto and his own
name as Attorney-in-Fact.
Notary Public in and for said State
(SEAL)
My Commission Expires
PAYMENT BOND - 4
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, , certify that I am the
Secretary of the corporation named as principal in the attached bond, that
who signed the said bond on behalf of the principal
was then of said corporation; that I know his
signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and
attested for and in behalf of said corporation by authority of its governing Board.
(Corporate Seal)
Signature
Date
NOTE: A copy of the power of attorney to local representatives of the bonding company may be
attached hereto.
PART "A"
GENERAL PROVISIONS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
GENERAL PROVISIONS - 1
Standard Specifications. The Work hereunder shall be done in accordance with the Standard
Specifications for Public Works Construction (“Greenbook”), 2021 Edition, including all current
supplements, addenda, and revisions thereof (hereinafter referred to as "Standard Specifications"),
these General Conditions and the Specifications and Drawings identified in the Contract Documents.
The Standard Specifications are referred to and by this reference made a part hereof as though set
forth at length. In the case of conflict between the Standard Specifications and these General
Conditions, these General Conditions shall take precedence over, and shall be used in lieu of, such
conflicting provisions. The section headings in these General Conditions correspond to the section
headings of the Standard Specifications. In the event a section heading contained in the Standard
Specifications is not referenced in these General Conditions that section shall read exactly as stated
in the Standard Specifications.
Supplemental Reference Specifications. Insofar as references may be made in these Special
Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced
portions of the technical provisions Caltrans Standard Specifications, 2023 edition, only of said
reference specifications, provided, that wherever the term “Standard Specifications” is used without
the prefix “Caltrans”, it shall mean the Standard Specifications for Public Works Construction
(“Green Book”), 2021 Edition, as previously specified in the above paragraph.
GENERAL PROVISIONS - 2
PART 1 - GENERAL PROVISIONS
SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
1-2 TERMS AND DEFINITIONS
Wherever in the Standard Specifications or other Contract Documents the following terms
are used, they shall mean the following:
Agency - The CITY OF ROSEMEAD
Bid Guaranty - As defined in the Standard Specifications. Also referred to as the “Bid
Security” in the Contract Documents.
Bid Security - The Bid Guaranty, as defined herein.
Board - The City Council of the CITY OF ROSEMEAD.
City - The CITY OF ROSEMEAD
City’s Representative - The Engineer, as defined herein.
Contract - The written agreement (Contract form) between the City and the Contractor for
the complete and adequate completion of the Work for the Project. The Contract consists of
the Contract Documents. The documents comprising the Contract are complementary, and
each obligation of the Contractor, Subcontractors and material or equipment suppliers in any
one document shall be binding as if specified in all. The Contract is intended to include all
items required for the proper execution and completion of the Work.
Contract Documents - In addition to the documents noted in the definition of Contract
Documents in the Standard Specifications, all documents incorporated by reference into the
Contract form.
Contract Price - The amount stated in the Contract form, including authorized adjustments
pursuant to Change Orders, which is the total amount payable by the City to the Contractor
for performance of the Work under the Contract. It is also sometimes referred to as the
“Total Bid Price” in the Contract Documents.
Contractor’s Representative – Contractor’s executive representative who shall be present
on the Project Site at all times that any Work is in progress and who shall have the authority
to act on behalf of the Contractor for all purposes under the
Contract. The Contractor shall designate such representative in writing to the City. The
Contractor’s Representative shall be available to the City and its agent’s at all reasonable
times.
GENERAL PROVISIONS - 3
Engineer - The Director of Public Works of the CITY OF ROSEMEAD, acting either
directly or through properly authorized agents, such as agents acting within the scope of the
particular duties entrusted to them. Also sometimes referred to as the “City’s
Representative” in the Contract Documents.
Liquidated Damages - the amount prescribed in the Contract form, pursuant to the authority
of Government Code Section 53069.85, to be paid to the City or to be deducted from any
payments due, or to become due, the Contractor for each day’s delay in completing the
whole or any specified portion of the Work beyond the time allowed in the Contract
Documents.
Notice to Contractors - Notice Inviting Bids.
Project - The total and satisfactory completion of the project noted in the Contract
Documents, as well as all related work performed in accordance with the Contract, including
but not limited to, any alternates selected by the City.
Project Site - All of the property and/or facilities of the City where the Work will be
performed pursuant to the Contract, as well as such adjacent lands as may be directly
affected by the performance of the Work.
Recyclable Waste Materials - Materials removed from the Project site which is required to
be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials
include asphalt, concrete, brick, concrete block, and rock.
Special Provisions - Any provisions which supplement or modify the Standard
Specifications, including these General Conditions (Part “A”), the Supplementary General
Conditions (Part “B”) and the Technical Provisions (Part “C”).
Total Bid Price - The amount stated in the Contract form, including authorized adjustments
pursuant to Change Orders, which is the total amount payable by the City to the Contractor
for performance of the Work under the Contract. Also sometimes referred to as the
“Contract Price” in the Standard Specifications and other Contract Documents.
- END OF SECTION -
GENERAL PROVISIONS - 4
SECTION 2 SCOPE OF THE WORK
The project consists of cold-mill and overly of existing AC Roadway Pavement, cold-mill and
overlay of existing AC Alleyway Pavement, Constructing quick set emulsion aggregate slurry
Type II (cationic) with 2 ½ percent latex additive, adjusting manhole covers, water valve covers,
water meter covers and gas covers to grade. The project also consists of concrete improvements
to be made within the roadway segments that will be resurfaced including removal and
replacement of broken curb and gutter, roadway spandrels, etc., per bid schedule. Project also
includes removal and replacement of raised pavement markers, and roadway striping as well as
miscellaneous work for parking lot improvements at Garvey Center and Zapopan Park as
indicated on the construction plans, including other incidental and appurtenant work necessary
for the proper completion of the project as indicated in the appendix and other related work as
described in the plans and specifications.
3-3 SUBCONTRACTS
Section 3-3 of the Standard Specifications shall be amended to include the following provisions:
“By appropriate written agreement, Contractor shall require each Subcontractor to be bound
by all obligations of this Contract. Each subcontract agreement shall preserve and protect the rights
of the City. Should any subcontractor fail to perform the Work undertaken by him to the satisfaction
of the City, said subcontractor shall be removed immediately from the Project upon request by the
City’s Representative and shall not again be employed on the Work. The Contractor shall be held
liable for the all deficient Subcontractor Work.”
1-7.2 CONTRACT BONDS
The following shall be added at the end of Section 2-4 of the Standard Specifications:
“The Contractor shall ensure that its Bonding Company is familiar with all of the terms and
conditions of the contract Documents, and shall obtain a written acknowledgment by the Bonding
Company that said Bonding Company thereby waives the right of special notification of any changes
or modifications of the Contract, or of extensions of time, or of decreased or increased Work, or of
cancellation of the Contract, or of any other act or acts by the City or any of its authorized
representatives. If the Contract Price is increased in accordance with the Contract, the Contractor
shall, upon request of the City, cause the amount of the bonds to be increased accordingly and
promptly deliver satisfactory evidence of such increase to the City.”
“Pursuant to Public Contract Code Section 4108, Contractor shall require all Subcontractors
providing labor and materials in excess of the amount indicated in the Notice Inviting Bids to supply
Payment and Performance Bonds in accordance with the same bond requirements applicable to the
Contractor, except that the bond amounts shall equal the total amount of their subcontract. The
Contractor shall specify this requirement for Subcontractor bonds in his written or published request
for Subcontractor bids. Failure to comply with this requirement shall not preclude Contractor from
complying with the Subcontractor bonding requirements. The practice of issuing separate purchase
orders and/or subcontracts for the purpose of circumventing the Subcontractor bonding requirements
shall not serve to exempt the Contractor from these requirements. No payments, except for a
reimbursement payment to the Contractor for the cost of the Contractor’s own Faithful Performance
GENERAL PROVISIONS - 5
and Payment bonds, shall be made to the Contractor until the Contractor provides the
aforementioned Subcontractor bonds to the Contractor.”
3-7 CONTRACT DOCUMENTS
3-7.1 General. The second full paragraph of Section 3-7.1 of the Standard Specifications
shall be amended to include the following at the end of that paragraph:
“All Contract Documents are essential parts of the Contract for a given project. Any
requirement included in one Contract Document shall be as binding as though included in all, as they
are intended to be cooperative and to provide a description of the Work to be done.”
3-7.2 Precedence of Contract Documents. The provisions of Section 3-7.2 of the
Standard Specifications shall be revised to read as follows:
“In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract
Documents, the document highest in precedence shall control. The order of precedence shall be as
listed below:
1. Change Orders or Work Change Directives
2. Agreement
3. Addenda
4. Contractor’s Bid (Bid Forms)
5. Special Provisions
6. General Conditions
7. Standard Specifications
8. Notice Inviting Bids
9. Instructions to Bidders
10. Specifications
11. Plans (Contract Drawings)
12. Standard Plans
13. Reference Documents”
“With reference to the Drawings, the order of precedence shall be as follows:
1. Figures govern over scaled dimensions
2. Detail drawings govern over general drawings
3. Addenda or Change Order drawings govern over Contract Drawings
4. Contract Drawings govern over Standard Drawings
5. Contract Drawings govern over Shop Drawings”
3-4 Authority of the Board and the Engineer. Section 3-4 shall be added to the
Standard Specifications to read as follows:
“Should it appear that the Work to be done, or any matter relative thereto, is not sufficiently
detailed or explained on the Plans or in the Specifications, the Contractor shall request the City’s
GENERAL PROVISIONS - 6
Representative for such further explanation as may be necessary, and shall conform to such
explanation or interpretation as part of the Contract, so far as may be consistent with the intent of the
original Specifications. In the event of doubt or questions relative to the true meaning of the
Specifications, reference shall be made to the Engineer, whose decision thereon shall be final.”
3-9 SUBSURFACE DATA
3-9.1 Limited Reliance by Contractor. Section 3-9.1 shall be added to the Standard
Specifications to read as follows:
“Soils reports and other reports of subsurface conditions may be made available for
inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT
CONTRACT DOCUMENTS. The contractor may rely upon the general accuracy of the “technical
data” contained in such reports and drawings only where such “technical data” are specifically
identified in the Special Provisions. Except for such reliance on such “technical data”, the
Contractor may not rely upon or make any claim against the City, the Engineer, nor any of the
Engineer’s Consultants with respect to any of the following:”
“3-9.1.1. Completeness. The completeness of such reports and drawings for contractor’s
purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences,
and procedures of construction to be employed by Contractor and safety precautions and programs
incident thereto.”
“3-9.1.2. Other Information. Any other data, interpretations, opinions, and information
contained in such reports or shown or indicated in such drawings.”
“3-9.1.3. Interpretation. Any interpretation by the Contractor of such “technical data” or
any conclusion drawn from any “technical data” or any such data, interpretations, opinions or
information.”
2-3 RIGHT-OF-WAY.
Section 2-3 of the Standard Specifications shall be revised in its entirety to read as follows:
“All temporary access or construction rights-of-way, other than those shown on the Plans,
which the Contractor may find it requires during progress of the Work, shall be arranged by, paid for
and disposed of solely by the Contractor at its own expense. The Contractor shall defend, indemnify
and hold the City, its officials, officers, employees and agents free and harmless from all claims for
damages of any kind arising from or incident to such rights-of-way. Those rights-of-way shown on
the Plans will be provided by the City at its expense.”
3-10 SURVEYING.
Section 3-10 of the Standard Specifications shall be amended to include the following:
“All survey monuments, centerline ties and survey reference points will be tied out in
advance by the City Land Surveyor. Temporary control shall be protected in place. Any temporary
control disturbed by the contractor shall be replaced at the contractor expense and no additional
GENERAL PROVISIONS - 7
compensation shall be allowed therefore. City Land Surveyor will provide one set of temporary
stakes for position of well monuments. Contractor shall install well monuments. Contractor shall
coordinate his/her work with the City Land Surveyor for the installation.”
3-10.2 Line and Grade. Section 3-10.2 of the Standard Specifications shall be amended in
its entirety to read as follows:
“All Work, including finished surfaces, shall during its progress and upon completion
conform to the lines, grades, cross-sections, elevations and dimensions shown on the Plans. All
distances and measurements are given thereon and will be made in a horizontal plane. Three
consecutive points shown on the same rate of slope must be used in common in order to detect any
variation from a straight line. In the event any discrepancy exists, it must be reported to the City’s
Representative. Failure to make this report shall make the Contractor responsible for any error in the
finished Work. Minor deviations from approved Plans, whenever required by the exigencies of
construction, shall be determined in all cases by the City’s Representative and authorized in
writing.”
3-4 AUTHORITY OF BOARD AND ENGINEER.
The provisions of Section 3-4 of the Standard Specifications shall be revised to read as
follows:
“Whenever the Contract Documents refer to the Engineer or City’s Representative, or
provide the Engineer or City’s Representative with power to act on behalf of the City, such reference
shall necessarily include the City’s Representative, or his or her authorized designee.”
“The City Council shall have the power to award the Contract, and shall generally have the
final authority to act in all matters affecting the Project. The City’s Representative shall have the
authority to enforce compliance with the Contract Documents. The Contractor shall promptly
comply with the instructions of the City’s Representative. The decisions of the City’s
Representative shall be final and binding on all questions as to: (1) the quantity, quality and
acceptability of materials and equipment furnished and Work performed; (2) the manner of
performance and rate of progress of the Work; (3) any and all questions which may arise as to the
interpretation of the Plans, Specifications, General Conditions, and Special Provisions; (4) the
acceptable fulfillment of the Contract on the part of the Contractor; (5) any claims and compensation
issues; and (6) his authority to enforce and make effective such decisions and actions as the
Contractor fails to carry out promptly.”
3-5 INSPECTION.
The provisions of Section 3-5 shall be amended to include the following at the end of that
Section:
“The Engineer shall have complete and safe access to the Work at all times during
construction, and shall be furnished with every reasonable facility for ascertaining that the materials
and the workmanship are in accordance with the Specifications, the Special Provisions, and the
Plans. All labor, materials, and equipment furnished shall be subject to the Engineer’s inspection.”
GENERAL PROVISIONS - 8
“When the Work is substantially completed, the Engineer or a representative of the Engineer
will make the final inspection.”
“Whenever the Contractor varies the period during which Work is carried on any day, he
shall give adequate notice to the City’s Representative so that proper inspection may be provided.
Defective Work shall be made good, and unsuitable materials may be rejected, notwithstanding the
fact that such defective work and unsuitable materials have previously been inspected, accepted or
estimated for payment.”
“The Contractor shall prosecute work on any State highway or within any railroad right-
of-way only in the presence of an inspector representing the State Division of Highways or the
railroad company, and any Work done in the absence of such inspectors will be subject to rejection.
The Contractor shall make the appropriate notification according to the instructions given on the
State Encroachment Permit or railroad permit for all inspections, and shall post all bonds and
certificates required by the permit. The permit shall be acquired by the Contractor at the
Contractor's expense. The Contractor shall pay for all testing and inspections required by a State
Encroachment Permit or railroad permit.”
2-12 SITE EXAMINATION
Section 2-12 shall be added to the Standard Specifications as follows:
“The Contractor shall have the sole responsibility of satisfying itself concerning the nature
and location of the Work, and the general and location conditions, such as, but not limited to, all
other matters which could in any way affect the Work or the costs thereof. The failure of the
Contractor to acquaint itself with all available information regarding any applicable existing or
future conditions shall not relieve it from the responsibility for properly estimating either the
difficulties, responsibilities, or costs of successfully performing the Work according to the Contract
Documents.”
2-13 FLOW AND ACCEPTANCE OF WATER
Section 2-13 shall be added to the Standard Specifications as follows:
“Storm, surface, nuisance, or other waters may be encountered at various times during
construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that
it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes
any and all risks and liabilities arising therefrom.”
7-4 PROHIBITION AGAINST SUBCONTRACTING OR ASSIGNMENT.
Section 7-4 shall be added to the Standard Specifications as follows:
“The Contractor shall give his personal attention to the fulfillment of the Contract and shall
keep the Work under his control. The Contractor shall not contract with any other entity to perform
in whole or in part the services required hereunder except in strict compliance with Section 2-3 of
GENERAL PROVISIONS - 9
the Standard Specifications and state law. In addition, neither this Contract nor any interest herein
may be transferred, assigned, conveyed, hypothecated, or encumbered, either voluntarily or by force
of law, except as otherwise provided in Section 7103.5 of the State of California Public Contract
Code, without the prior written approval of the City. Transfers restricted hereunder shall include the
transfer to any person or group of persons acting in concert of more than twenty five percent (25%)
of the present cityship and/or control of the Contractor, taking all transfers into account on a
cumulative basis. In the event of any such unapproved transfer, this Contract shall be void. No
approved transfer shall release the Contractor or any surety of the Contractor of any liability
hereunder without the expressed written consent of the City.”
- END OF SECTION -
GENERAL PROVISIONS - 10
SECTION 3 CHANGES IN WORK
2-7 CHANGES INITIATED BY THE AGENCY.
2-7.1 General. The provisions of Section 2-7.1of the Standard Specifications shall be
amended to include the following at the end of that Section:
“Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits
or otherwise, on account of any decrease or omission of any item or portion of Work to be done.
Whenever any change is made as provided for herein, such change shall be considered and treated as
though originally included in the Contract, and shall be subject to all terms, conditions and
provisions of the original Contract.”
7-3 Payment. The provisions of Section 7-3 of the Standard Specifications shall be
revised to read as follows:
“7-3.5 Contract Unit Prices. Section 7-3.5 shall be amended in its entirety to read as
follows:”
“In the event of an increase or decrease in a bid item quantity of a unit price contract, the
total amount of work actually done or materials or equipment furnished shall be paid for according
to the unit price established for such work under the Contract Documents, wherever such unit price
has been established; provided, that an adjustment in the Contract Unit Price may be made for
changes which result in an increase or decrease in the quantity of any unit price bid item of the Work
in excess of 25 percent, or for eliminated items of work.”
“7-3.5.2 Increases of More Than 25 Percent on Unit Price Contracts. On a unit
price contract, should the total quantity of any item of work required under the Contract exceed the
Engineer’s Estimate therefor by more than 25 percent, the work in excess of 125 percent of such
estimate and not covered by an executed contract Change Order specifying the compensation to be
paid therefor will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the
option of the City, payment for the work involved in such excess will be made as provided in
Paragraph 7-3.5.2, as amended in these Special Provisions.”
“Such adjustment of the Contract Unit Price will be the difference between the Contract Unit
Price and the actual unit cost, which will be determined as hereinafter provided, of the total pay
quantity of the item. If the costs applicable to such item of work include fixed costs, such fixed costs
shall be deemed to have been recovered by the Contractor by the payments made for 125 percent of
the Engineer’s Estimate of the quantity for such item, and in computing the actual unit costs, such
fixed costs will be excluded. Subject to the above provisions, such actual unit cost will be
determined by the engineer in the same manner as if the work were to be paid for as extra work as
provided in Paragraph 7-3.5.2, as amended in these Special Provisions, or such adjustment as will be
as agreed to by the Contractor and the City.”
“When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer’s Estimate is less than $5,000 at the applicable Contract Unit
GENERAL PROVISIONS - 11
Price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that
an adjustment will be made if requested in writing by the Contractor.”
“7-3.5.3 Decreases of More Than 25 Percent on Unit Price Contracts. On unit
price contracts, should the total pay quantity of any item of work required under the contract be less
than 75 percent of the Engineer’s Estimate therefor, an adjustment in compensation pursuant to this
Section will not be made unless the Contractor so requests in writing. If the Contractor so requests,
the quantity of said item performed, unless covered by an executed contract change order specifying
the compensation payable therefor, will be paid for by adjusting the Contract Unit Price as
hereinafter provided, or at the option of the engineer, payment for the quantity of the work of such
item performed will be made as if the work were to paid for as extra work as provided in Paragraph
7-3.5.3, as amended in these Special Provisions, or such adjustment as will be as agreed to by the
Contractor and the City; provided, however, that in no case shall the payment for such work be
less than that which would be made at the Contract Unit Price.”
“Such adjustment of the contract unit price will be the difference between the contract unit
price and the actual unit cost, which will be determined as hereinafter provided, of the total pay
quantity of the item, including fixed costs. Such actual unit cost will be determined by the Engineer
in the same manner as if the work were to be paid for as extra work as provided in Paragraph 7-3.5.3,
as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor
and the City.”
“The payment for the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of 75 percent of the Engineer’s Estimate of the
quantity for such item at the original Contract Unit Price.”
“7-3.8 Eliminated Items on Unit Price Contracts. On unit price contracts, should any
contract item of the work be eliminated in its entirety, in the absence of an executed contract Change
Order covering such elimination, payment will be made to the Contractor for actual costs incurred in
connection with such eliminated contract item if incurred prior to the date of notification in writing
by the Engineer of such elimination.”
“If acceptable material is ordered by the Contractor for the eliminated item prior to the date
of notification of such elimination by the Engineer, and if orders for such material cannot be
canceled, it will be paid for at the actual cost to the Contractor. In such case, the material paid for
shall become the property of the City and the actual cost of any further handling will be paid for
by the City. If the material is returnable to the vendor and if the Engineer so directs the
Contractor, the material shall be returned and the Contractor will be paid for the actual cost of
charges made by the vendor for returning the material. The actual cost of handling returned material
will be paid for.”
“The actual costs or charges to be paid by the City to the Contractor as provided in this
Section 3-2 will be computed in the same manner as if the work were to be paid for as extra work as
provided in Paragraph 7-3.8, as amended in these General Conditions, or such adjustment as will be
as agreed to by the Contractor and the City.”
7-4 PAYMENT FOR EXTRA WORK
GENERAL PROVISIONS - 12
7-4.1 General. The provisions of Section 7-4.1 of the Standard Specifications shall be
amended to include the following at the end of that Section:
“Extra work shall be paid for under written work order in accordance with the terms therein
provided. Generally, payment for extra work will be made at the unit price or lump sum previously
agreed upon between the Contractor and the City.”
7-4.2 Basis for Establishing Costs. The provisions of Section 7-4.2 of the Standard
Specifications shall be amended as follows:
7-4.2.1 General. Section 7-4.2.1 shall be amended to include the following at the beginning
of that Section:
“Extra work shall be paid for under written work order in accordance with the terms therein
provided. Generally, payment for extra work will be made at the unit price or lump sum previously
agreed upon between the Contractor and the City.”
7-4.3 Markup. Paragraph (a) of Section 7-4.3.1 (Work by Contractor) shall be
amended in its entirety to read as follows:
“(a) Work by Contractor. The following percentages shall be added to the Contractor’s
costs and shall constitute the markup for all overhead and profit.
a. LABOR COSTS
1. Labor markup for employer taxes standard federal/state rates: 10%
2. Labor markup for fringe benefits (if fringe benefits are not included in the labor cost: 15%
3. Labor overhead markup: 10%
4. Profit markup: 10%
b. MATERIAL, EQUIPMENT, SUBCONTRACTOR COSTS
Only 5% markup by prime contractor will be allowed on materials, equipment and subcontractor
costs. No other additional markups (overhead, profit, etc.) will be allowed.
c. After the total amount is established by adding the above items, an additional 2% markup for
INSURANCE AND BONDING COSTS will be allowed.
The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of
superintendents, project managers, timekeepers and other personnel not working directly on the
change order, and pickup or yard trucks used by the above personnel, and other vehicles and/or
equipment present at the job site but not directly used in actual construction activities. Incidental
movements of labor, materials, supplies or equipment shall not be considered as use in actual
construction activities. These costs shall not be reported as labor or equipment elsewhere, except
when actually performing work directly on the change order and then shall only be reported at the
labor classification of the work performed.
GENERAL PROVISIONS - 13
2-5 EXISTING CONDITIONS.
Section 2-5 shall be added to the Standard Specifications as follows:
“Contractor shall have the sole responsibility for satisfying itself concerning the conditions,
nature and location of the Project and the Work to be performed, as well as the general and local
conditions. Such conditions shall include, but shall not be limited to, local labor availability, means
of transportation, necessity for security, laws and codes, local permit requirements, wage scales,
local tax structure, contractors' licensing requirements, availability of required insurance, and other
factors that could in any way affect the Work or the costs thereof. The Contractor is solely
responsible for understanding the facilities, difficulties and restrictions which may impact the total
and adequate completion of the Project. The failure of the Contractor to acquaint himself with all
available information regarding any applicable existing or future conditions shall not relieve him
from the responsibility for properly estimating either the difficulties, responsibilities, or costs of fully
and adequately performing the Work according to the Contract Documents.”
- END OF SECTION -
GENERAL PROVISIONS - 14
SECTION 4 CONTROL OF MATERIALS 4-
1 MATERIALS AND WORKMANSHIP
4-1.1 General. Section 4-1.1 of the Standard Specifications shall be amended in its entirety
to read as follows:
“It is the intent of the City in drafting the Contract Documents to accept only first-class work,
materials, parts, equipment and workmanship. All materials, parts and equipment furnished by
Contractor for the Work shall be new, high grade, free from defects, of specified kind and fully equal
to samples when such samples are required. Used or secondhand materials, parts and equipment
may be used only if permitted by the Specifications. When the quality or kind of material or articles
required under the Contract are not particularly specified, the Contractor shall provide those
representing the best of their class or kind. Quality of Work shall be in strict accordance with
generally accepted standards. Material, parts, equipment and Work quality shall be subject to the
approval of the City’s Representative. All materials, parts and equipment used and installed, and all
details of the Work done, shall at all times be subject to the supervision, test and approval of the
City’s Representative. The City’s Representative shall have access to the Work at all times during
construction, and shall be furnished with every reasonable facility for securing full knowledge with
regard to the progress, workmanship and character of the materials, parts and equipment used or
employed in the Work. Materials, parts and equipment shall be furnished in such quantities, kinds
and at such times as to ensure uninterrupted progress of the Work.”
“All materials, parts, equipment or Work which are defective in their construction or
deficient in any of the requirements of the Contract Documents, whether in place or not, shall be
remedied or removed and replaced by the Contractor in an acceptable manner, and no compensation
will be allowed for such correction work. Any Work done beyond the lines shown on the Plans or
established by the City’s Representative, or any extra work done without written authority, will be
considered unauthorized and will not be paid for by the City. Upon Contractor’s failure to comply
promptly with any order of the City’s Representative made under the provisions of this Section, the
City’s Representative shall have authority to cause such defective or unauthorized Work to be
remedied or removed and replaced, and to deduct the costs thereof from any moneys due or to
become due the Contractor. If the Work is found to be in compliance with these specifications, the
City’s Representative will furnish the Contractor with a certificate to that effect.”
4-2 Protection of Work and Materials. The provisions of Section 4-2 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“Contractor shall fully and adequately store and protect all materials, parts and equipment, as
required herein. Contractor shall be solely responsible for any and all damages or loss by weather or
any other cause to such materials, parts and equipment. The Contractor shall make good any and all
damages or loss to materials, parts and equipment.”
“Until the final written acceptance of the Work by the City, the Contractor shall have the
charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the
action of the elements or any other cause. The Contractor shall rebuild, repair, restore and make
good all injuries or damages to any portion of the Work occasioned by any cause before its
GENERAL PROVISIONS - 15
completion and acceptance, and shall bear the expense thereof, except for such injuries or damages
arising from the sole negligence or willful misconduct of the City, its officers, agents or employees.
In the case of suspension of Work from any cause whatsoever, the Contractor shall be responsible
for all materials and the protection of Work already completed, and shall properly store and protect
them, if necessary. Contractor shall provide suitable drainage and erect temporary structures where
necessary. Nothing in this Contract shall be considered as vesting in the Contractor any right of
property in materials used after they have been attached or affixed to the Work or the soil upon City
real property. All such materials shall, upon being so attached or so affixed, become the property of
the City.”
“Notwithstanding the foregoing, Contractor shall not be responsible for restoring damage
valued in excess of five percent (5%) of the Contract Price if such damage was caused by an
earthquake measuring over 3.5 on the Richter scale or by a tidal wave, as provided for in Public
Contract Code Section 7105. If provided for in the Contract Bid Forms, however, Contractor shall
provide insurance to protect against such damages.”
4-4 Test of Materials. The provisions of Section 4-4 of the Standard Specifications shall
be amended to add the following at the end of that Section:
“Contractor shall immediately remove all rejected material from the Work or Site, and shall
not again return such material to the Site.”
4-6 Trade Names or Equals. The second and third paragraphs of Section 4-6 of the
Standard Specifications shall be amended in their entirety to read as follows:
“Whenever any particular material, process, or equipment is indicated by a patent,
proprietary, or brand name, or by the name of the manufacturer, such product shall be followed by
the words “or equal”. A Contractor may offer any material, process, or equipment considered as
equivalent to that indicated, unless a sole source is specified. Failure of the Contractor to submit
requests for substitution promptly after award shall be deemed to signify that the Contractor intends
to furnish one of the brands named in the Special Provisions, and the Contractor does hereby waive
all rights to offer or use substitute materials, products, or equipment for that which was originally
specified. Unless otherwise authorized by the Engineer, the time for submission of data
substantiating a request for substitution of an “or equal” item shall be not less than 35 nor more than
40 calendar days after award of Contract.”
“The burden of proof as to the comparative quality and suitability of alternative equipment or
materials shall be on the Contractor. The Contractor shall, at its expense, furnish data concerning
items offered by it as equivalent to those specified. Such data shall include complete calculations,
technical specifications, samples, or published documents relating to the performance and physical
characteristics of the proposed substitute. The Contractor shall have the material tested as required
by the City’s Representative to determine that the quality, strength, physical, chemical or other
characteristics, including durability, finish, efficiency, dimensions, service and suitability are such
that the item will completely and adequately fulfill its intended function.”
4-1.9 Placing Orders. Section 4-1.9 shall be added to the Standard Specifications as
follows:
GENERAL PROVISIONS - 16
“The Contractor shall place the order(s) for all long-lead supplies, materials, and equipment,
for any traffic signing, striping, legends and traffic control facilities within 3 working days after the
award of Contract by the City. The Contractor shall furnish the Engineer with a statement from
the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and
accepted by said vendor(s) within 15 working days from the date of said award of Contract.”
4-1.10 Removal of Interfering Obstructions. Section 4-1.10 shall be added to the Standard
Specifications to read as follows:
“The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and
obstructions of any character met during the process of excavation, it being understood that the cost
of said removals are made a part of the unit price bid by the Contractor under the item for excavation
or removal of existing Work.”
4-1.11 Procedure in Case of Damage to Public Property. Section 4-1.11 shall be added to
the Standard Specifications to read as follows:
“Any portions of curb, gutter, sidewalk or any other City improvement damaged by the
Contractor during the course of construction shall be replaced by the Contractor at his own cost, free
of all charges to the City. The cost of additional replacement of curb, gutter or sidewalk in excess of
the estimated quantities shown in the Bid Forms and Specifications and found necessary during the
process of construction (but not due to damage resulting from carelessness on the part of the
Contractor during his operations), shall be paid to the Contractor at the unit prices submitted in his
Bid.”
4-1.12 Diversion of Recyclable Waste Materials. Section 4-1.12 shall be added to the
Standard Specifications to read as follows:
“In support of the City’s waste reduction and recycling efforts, Contractor shall divert all
Recyclable Waste Materials, as defined in the Contract Documents, to appropriate recycling centers
rather than area landfills. Contractor will be required to submit weight tickets and written proof of
diversion with its monthly progress payment requests. Contractor shall complete and execute any
certification forms required by City to document Contractor’s compliance with these diversion
requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the
Contractor.”
- END OF SECTION -
GENERAL PROVISIONS - 17
SECTION 5 UTILITIES
402-1 LOCATION
The provisions of Section 402-1 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Locations of existing utilities shown on the Plans are approximate and may not be complete.
Therefore, the Contractor shall notify Underground Service Alert at 1-800-227-2600 a minimum of
2 working days prior to any excavation in the vicinity of any potentially existing underground
facilities in order to verify the location of all utilities prior to the commencement of the Work.”
“The Contractor shall be responsible for coordinating its work with all utility companies
during the construction of the Work.”
“The Plans identify the approximate locations of existing utilities that parallel or cross the
Work. These locations are based on the best information available to the City. The Contractor
shall verify these locations.”
402-2 PROTECTION
The provisions of Section 402-2 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas
utility valves, and other subsurface structures shall be relocated or adjusted to grade by the
Contractor. The Contractor shall notify each utility city a minimum of 2 working days before
commencing the Work.”
“If the Contractor, while performing the Contract, discovers utility facilities not identified by
the public agency in the Contract Plans or Specifications, he or she shall immediately notify the
public agency and utility in writing.”
“The public utility, where they are the city, shall have the sole discretion to perform repairs or
relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable
price.”
“During construction of the Work, some of the existing utilities may fall within the prism of
trenches. if the existing utility does fall within the contractor=s trenches, the utility involved shall be
supported properly by the Contractor to the satisfaction of the utility city. The method of support of
the utility, precautions to be taken during trench backfill and compaction, etc., shall be per the
utility city’s requirements. The Contractor shall contact the utility city should it anticipate such
exposure of any of the existing utilities.”
GENERAL PROVISIONS - 18
402-5 DELAYS
The provisions of Section 402-5 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Notwithstanding anything to the contrary, the provisions of Articles 1 and 2 of the
California Government Code (Sections 4215 and 4216) are incorporated by reference as if fully set
forth herein. In the event of any conflict between the Standard Specifications and Government Code
Sections 4215 and 4216, the provisions of Government Code Section 4215 and 4216 shall prevail.
Contractor should pay particular attention to the provisions of Section 4215 with regards to the
relocation of utilities, the costs thereof, delays caused thereby and the indication of service laterals
and appurtenances.”
“The right is reserved to the citys of public utilities or franchises to enter upon the streets
for the purpose of making repairs or changes in their property which may be necessary as a result of
the Work. Employees of the City shall likewise have the privilege of entering upon the street for the
purpose of making any necessary repairs or replacements.”
“Contractor shall employ and use only qualified persons, as hereinafter defined, to work in
proximity to Southern California Edison's secondary, primary and transition facilities. The term
"qualified person" shall mean one who, by reason of experience or instruction, is familiar with the
operation to be performed and the hazards involved, as more specifically defined in Section 2700 of
Title 8 of the California Administrative Code. The Contractor shall take such steps as are necessary
to assure compliance by all Subcontractors.”
- END OF SECTION -
GENERAL PROVISIONS - 19
SECTION 6 PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The second paragraph of Section 6-1.1 of the Standard Specifications shall be amended in its
entirety to read as follows:
“After the Contract has been approved by the City, and a written Notice to Proceed
has been issued to the Contractor, the Contractor shall start the Work within 10 working days
after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to
completion before the expiration of the time indicated in the Bid Documents and Contract
Form, plus any duly authorized extensions thereof.”
The provisions of Section 6-1 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Notwithstanding anything to the contrary herein, the Contractor’s proposed construction
schedule shall include the expected start and completion dates for all portions of the contract Work.
During a scheduling conference between the Contractor and the City’s Representative, the work
schedule will be discussed and modified, if necessary, by mutual agreement. Should it become
necessary for the City to delay temporarily the construction schedule agreed upon during the
scheduling conference, every effort will be made to permit a new construction schedule at the time
most convenient to the Contractor, thus permitting the Project to proceed with the shortest intramural
movement of the equipment. The Contractor shall notify the City’s Representative in all such cases
in order to arrive at a mutually satisfactory schedule.”
“Contractor’s construction schedule shall be in a form provided for in the
Specifications. Contractor shall continuously update its construction schedule. Contractor
shall submit an updated and accurate construction schedule to the City whenever
specifically requested to do so by City and with each periodic payment request. Failure to
submit an updated and accurate construction schedule shall render Contractor in breach of
the Contract and shall entitle City to withhold money therefor.”
6-6 SUSPENSION OF WORK.
6-6.1 General. The provisions of Section 6-6.1 of the Standard Specifications shall be
amended to add the following at the end of that Section:
“The situations which will be deemed to be in the City’s interest to suspend the Work shall
include, but shall not be limited to, the following: (1) unsuitable weather or such other conditions
that render the proper prosecution of the Work impracticable or inefficient; or (2) when the
Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the
requirements of the Contract; (3) when the Contractor fails or refuses to supply an adequate working
force for any reason whatsoever (including, but not limited to, strikes, labor unrest or labor shortages
of any kind); (4) when the Contractor fails or refuses to begin delivery of any materials,
manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited
to, transportation problems, strikes, labor unrest or labor shortages of any kind); (5) when the
GENERAL PROVISIONS - 20
Contractor fails or refuses to commence Work within the time specified for any reason whatsoever
(including, but not limited to, transportation problems, labor strikes, labor unrest or labor shortages
of any kind); (6) when the Contractor fails or refuses to maintain an adequate rate of delivery of
materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but
not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (7) when
the Contractor fails or refuses to execute the Work in a manner and at such locations as specified in
the Contract Documents; (8) when the Contractor fails or refuses to maintain a Work program which
will insure the Agency’s interest; (9) when the Contractor fails or refuses to carry out the intent of
the Contract; or (10) when the Contractor fails or refuses in any other respect to prosecute the Work
with the diligence, speed or force specified or intended by the terms of the Contract. The Contractor
shall immediately comply with any written order from the City’s Representative and shall not
resume operations until so ordered in writing.”
6-7 DEFAULT BY CONTRACTOR.
The first, second and third full paragraphs of Section 6-7 of the Standard Specifications shall
be amended to read as follows:
“If the Contractor should be in violation of the Contract, then the City may, without prejudice
to any other right or remedy and after giving notice as specified herein, terminate the Contract and
take all actions provided for herein and elsewhere in the Contract Documents. By way of example
and not as a limitation upon its right to terminate the Contract as provided herein, the City may
terminate the Contract if, in its sole opinion, the Contractor fails or refuses to: (1) begin delivery of
any materials, manufactured articles, supplies or equipment for any reason whatsoever (including,
but not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (2)
commence Work within the time specified for any reason whatsoever (including, but not limited to,
transportation problems, labor strikes, labor unrest or labor shortages of any kind); (3) maintain an
adequate rate of delivery of materials, manufactured articles, supplies or equipment for any reason
whatsoever (including, but not limited to, transportation problems, strikes, labor unrest or labor
shortages of any kind); (4) execute the Work in a manner and at such locations as specified in the
Contract Documents; (5) maintain a Work program which will insure the Agency’s interest; (6) carry
out the intent of the Contract; (7) supply an adequate working force for any reason whatsoever
(including, but not limited to, strikes, labor unrest, labor shortages of any kind), or (8) in any other
respect prosecute the Work with the diligence, speed or force specified or intended by the terms of
the Contact.”
“If the City determines that sufficient grounds exist to terminate the Contract as provided
herein, the City’s Representative shall provide written notice to the Contractor and its surety on its
performance bond. If the Contractor or its surety does not fully comply with such notice within five
(5) days after receiving it, or fails to continue after starting to comply in good faith, the City may
exclude the Contractor and its employees and Subcontractors from the Work, or any portion thereof,
and take possession of and use, or cause to be used, all materials, tools and equipment of every
description as may be found at the place of such Work. Thereupon, the Contractor and its employees
and Subcontractors shall discontinue such Work or such part thereof as the City may designate, and
the City may thereupon, by Contract or otherwise, as it may determine, complete the Work or any
part thereof. All expenses charged under this paragraph shall be deducted and paid for by the City
out of any moneys then due or to become due the Contractor under the Contract. In such accounting,
GENERAL PROVISIONS - 21
the City shall not be held to obtain the lowest figure for the Work for completing the Contract, or
any part thereof, or for insuring its proper completion, but all sums paid therefore shall be charged to
the Contractor. In case the expenses so charged are less than a sum which would have been payable
under the Contract if the same had been completed by the Contractor, the Contractor shall be entitled
to receive the difference. In case such expense shall exceed the amount payable under the Contract,
then the Contractor shall pay the amount of the excess to the City upon completion of the Work
without further demand being made therefore. In the determination of the question as to whether or
not there has been any such noncompliance with the Contract as to warrant the suspension or
annulment thereof, the decision of the City Council shall be binding on all parties to the Contract.”
3-13 COMPLETION AND ACCEPTANCE.
Section 3-13 of the Standard Specifications shall be amended in its entirety as follows:
“The Work will be inspected for acceptance by the City’s Representative upon receipt of the
Contractor’s written assertion that the Work has been completed. If, in the sole discretion of the
City’s Representative, the Work has been completed and is ready for acceptance, the City’s
Representative will notify the City Clerk that the Contract has been completed in its entirety. The
City’s Representative shall request that the City accept the Work and that the City Clerk be
authorized to file on behalf of the City in the office of the Los Angeles County Recorder, a Notice of
Completion of the Work. The date of completion shall be the date the Contractor is relieved from
responsibility to protect the Work.”
“The Contractor hereby guarantees that the entire Work constructed by him under the
Contract will meet fully all requirements as to quality of workmanship and materials. The
Contractor hereby agrees to make, at his own expense, any repairs or replacements made necessary
by defects in materials or workmanship that become evident within one (1) year after the date of the
final payment, and to restore to full compliance with the requirements of these Contract Documents,
including any test requirements set forth herein for any part of the Work constructed hereunder,
which during said one (1) year period is found to be deficient with respect to any provisions of the
Contract Documents. The Contractor shall make all repairs and replacements promptly upon receipt
of written orders for the same from the City’s Representative. If the Contractor fails to make the
repairs and replacements promptly, the City may do the work and the Contractor and his sureties
shall be liable to the City for the cost thereof.”
“The guarantees and agreements set forth herein shall be secured by a surety bond which
shall be delivered by the Contractor to the City before the Notice of Completion and acceptance of
the Work by the City. Said bond shall be in the form approved by the City Attorney and executed by
a surety company or companies satisfactory to the City in the amount of One Hundred Percent
(100%) of the Contract. Said bond shall remain in force for a period of one (1) year after the date of
Notice of Completion and acceptance. Alternatively, the Contractor may provide for the Faithful
Performance Bond furnished under the Contract to remain in force and effect for said amount until
the expiration of said one (1) year period.”
“The parties agree that no certificate given, with the exception of the certificate of final
payment, shall be conclusive evidence of the faithful performance of the Contract, either in whole or
in part, and that no payment shall be construed to be in acceptance of any defective work or
GENERAL PROVISIONS - 22
improper materials. Further, the certificate of final payment shall not terminate the Contractor's
obligations under his warranty herein above. The Contractor agrees that payment of the amount due
under the Contract and the adjustments and payments due for any Work done in accordance with any
alterations of the same, shall release the City, the City Council and its officials, officers and
employees from any and all claims or liability on account of work performed under the Contract or
any alteration thereof.”
6-9 LIQUIDATED DAMAGES.
Section 6-9 of the Standard Specifications shall be amended in its entirety to read as follows:
“Contractor agrees that if the Work is not completed within the Contract Time and/or
pursuant to any completion schedule, construction schedule or project milestones developed
pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the District
will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the
District as fixed and liquidated damages the sum specified in the Contract form for each and every
calendar day of delay beyond the Contract Time or beyond any completion schedule, construction
schedule or Project milestones established pursuant to the Contract. Liquidated damages may be
deducted from any payments or other funds owing to Contractor, including progress payments, the
final payment and retentions.”
2-4 TIMES OF OPERATION
Section 2-4 shall be added to the Standard Specifications to read as follows:
“It shall be unlawful for any person to operate, permit, use, or cause to operate any of the
following, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no
work allowed on City-observed holidays, unless otherwise approved by the Engineer:
1. Powered Vehicles
2. Construction Equipment
3. Loading and Unloading Vehicles
4. Domestic Power Tools”
-END OF SECTION -
GENERAL PROVISIONS - 23
SECTION 5 LEGAL RELATIONS AND RESPONSIBILITIES OF THE CONTRACTOR
5-3 LABOR.
5-3.1 General.
“The Contractor, its agents and employees shall be bound by and comply with applicable
provisions of the Labor Code and Federal, State and local laws related to labor. Notwithstanding
anything to the contrary contained in the Contract Documents, Contractor shall comply with the
following:”
“5-3.2 Social Security Requirements. Contractor shall furnish to the City satisfactory
evidence that he and all of his Subcontractors are complying with all laws, rules and regulations with
respect to Social Security . The Contractor, at any time upon request, shall satisfy the City that all
necessary Social Security and other taxes are being properly reported and paid.”
“5-3.4 Hours of Labor. Contractor and all Subcontractors shall be required to comply with
the provisions of California Labor Code Section 1810 et seq. According to those sections, eight (8)
hours of labor shall constitute a legal day's work. Contractor shall pay to the City a penalty of
Twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by the
Contractor, or by any Subcontractor, for each calendar day during which such worker is required or
permitted to work more than eight (8) hours in any calendar day or forty (40) hours in any one (1)
calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2)
times the basic rate for that worker.”
“5-3.2.4 Licensing Requirements. Pursuant to Section 7028.15 of the Business and
Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper
licenses for performance of this Contract. Contractors shall meet the California Contractor’s license
requirements set forth in the Notice Inviting Bids. Subcontractors must possess the appropriate
licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions
Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance
with state law and pursuant to the requirements found in the Contract Documents to be
nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and the
Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the City of all valid
license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the
Contract.”
“5-3.2.5 Non-Discrimination. Contractor shall not discriminate in the employment of
persons upon the Contract because of the race, creed, color, national origin, ancestry, non-
disqualifying disability, age, medical condition, marital status, sex or other classifications of such
persons protected by federal, state and local laws, rules and regulations. Such non-discrimination
shall include, but not be limited to, all activities related to initial employment, upgrading, demotion,
transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall cause an
identical clause to be included in every subcontract for the contract work.”
“7-5.3.6 Travel and Subsistence Payments. As required by Section 1773.8 of the
GENERAL PROVISIONS - 24
California Labor Code, the Contractor shall pay travel and subsistence payments to each worker
needed to execute the Work, as such travel and subsistence payments are defined in the applicable
collective bargaining agreements filed in accordance with law. To establish such travel and
subsistence payments, the representative of any craft, classification, or type of worker needed to
execute the Contract shall file with the Department of Industrial Relations fully executed copies of
collective bargaining agreements for the particular craft, classification or type of work involved.
Such agreements shall be filed within 10 days after their execution and thereafter shall establish such
travel and subsistence payments whenever filed 30 days prior to the call for Bids.”
2-2 PERMITS.
Section 2-2 of the Standard Specifications shall be amended in its entirety to read as follows:
“Unless indicated to the contrary in the Contract Documents, including the Special Provisions,
Contractor shall procure all permits and licenses (including a City business license), pay all charges
and fees, and give all notices necessary and incidental to the due and lawful prosecution of the
Work.”
3-12 WORK SITE MAINTENANCE.
3-12.2 Air Pollution Control. The provisions of Section 3-12.2 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“In addition, Contractor shall comply with all air pollution control rules, regulations,
ordinances and statutes. All containers of paint, thinner, curing compound, solvent or liquid asphalt
shall be labeled to indicate that the contents fully comply with the applicable material requirements.”
3-12.6 Water Pollution Control. The provisions of Section 3-12.6 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“In addition, Contractor shall comply with the provisions of the Federal Clean Water Act as
regulated by the U.S. Environmental Protection Agency in 40 Code of Federal Regulations Parts
122-124, the Porter-Cologne Act (California Water Code) and the Waste Discharge Requirements
for Municipal Storm Water Discharges within the County of Los Angeles. Suitable Best
Management Practices (BMPs) are listed in the California Storm Water Best Management Practices
Handbook for Construction Activities.”
WATER POLLUTION CONTROL
A. Water Quality Protection Requirements For Construction Projects With Less than 1-
Acre Of Disturbed Soil
All construction projects, regardless of size, will be required to implement best management
practices (BMPs) necessary to reduce pollutants to the Maximum Extent Practicable (MEP)
GENERAL PROVISIONS - 25
to meet the minimum water quality protection requirements as defined in Table 2-1.
Table 2-1
Minimum Water Quality Protection Requirements for Construction Projects
Category Minimum Requirements BMPs
1. Sediment
Control
Sediments generated on the project site shall be retained
using adequate Treatment Control or Structural BMPs.
Sediment
Control
2.Construction
Materials
Control
Construction-related materials, wastes, spills or residues
shall be retained at the project site to avoid discharge to
streets, drainage facilities, receiving waters, or adjacent
properties by wind or runoff.
Non-storm water runoff from equipment and vehicle
washing and any other activity shall be contained at the
project sites.
Site
Management;
Material and
Waste
Management
3. Erosion
Control
Erosion from slopes and channels shall be controlled by
implementing an effective combination of BMPs, such as
the limiting of grading scheduled during the wet season;
inspecting graded areas during rain events; planting and
maintenance of vegetation on slopes; and covering erosion
susceptible slopes.
Erosion
Control
Please refer to the California Stormwater Quality Association’s Construction Handbook
available for free on their website (www.cabmphandbooks.com – Construction Handbook)
for further information regarding the BMPs listed in Table 2-1.
B. Water Quality Protection Requirements For Construction Projects With 1-Acre (or
greater) Of Disturbed Soil
In addition to the minimum BMPs required in Section A, a Storm Water Pollution
Prevention Plan (SWPPP) must be submitted to the City for all construction projects where
at least 1-Acre of soil will be disturbed. The SWPPP will include strategies for reducing
runoff of pollutants and minimize environmental impacts to receiving waters. A SWPPP
may also be required for projects smaller than 1-Acre if the City designates the project a
threat to water quality objectives.
In addition, the contractor must contact the Los Angeles Regional Water Quality Control
Board (LARWQCB) if the project will disturb 1-Acre or more of soil. Construction
activities can not begin until a Waste discharger Identification (WDID) Number is issued by
the State Water Board. The 1-Acre threshold includes the total amount of land disturbance.
For example, if four streets, each 1/4-acre in size in different parts of the City are to be
reconstructed then a WDID Number must be obtained. To request a Notice of Intent (NOI)
GENERAL PROVISIONS - 26
you must contact the Regional Board at:
Los Angeles Regional Water Quality Control Board
320 W. 4th. Street, Suite 200
Los Angeles, California 90013
Phone: (213) 576-6600; Fax: (213) 576-6640
Internet Address: http://www.swrcb.ca.gov/~rwqcb4
The SWPPP shall include:
• The name, location, period of construction, and a brief description of the project;
• Contact information for the city and contractor;
• The building permit number for the project;
• The grading permit number for the project (where applicable)
• A list of major construction materials, wastes, and activities at the project site;
• A list of best management practices to be used to control pollutant discharges from major
construction materials, wastes, and activities;
• A site plan (construction plans may be used) indicating the selection of BMPs and their
location where appropriate;
• Non-storm water discharges, their locations, and the BMPs necessary to prevent the
discharge;
• A maintenance and self-inspection schedule of the BMPs to determine the effectiveness and
necessary repairs of the BMPs; and
• A certification statement that all required and selected BMPs will be effectively
implemented.
Within 7 days after the City has certified the contract, the Contractor shall submit two (2)
copies of the proposed SWPPP to the City. The City shall review the SWPPP within 14 days
of receipt of the plan. If revisions are required, the Contractor shall revise and re-submit the
document within 7 days of their receipt of the City’s comments. The City shall then have 7
days to consider the revisions made by the Contractor and approve the SWPPP.
The Contractor shall maintain a minimum of two readily accessible copies of the SWPPP at
the project site. The SWPPP shall be made available upon request of a representative of the
Regional Water Quality Control Board (RWQCB), or the U.S. Environmental Protection
Agency (U.S. EPA). Requests by environmental groups and the public shall be directed to
the City.
C. Best Management Practices
The objective of the SWPPP is to identify potential sources of pollution that may reasonably
affect the quality of storm water discharge associated with construction activities. The plan
will describe and ensure the implementation of Best Management Practices (BMPs) which
will be used to reduce pollutants in the storm water discharges from the construction site. A
Best Management Practice is defined as any program, technology, process, operating
method, measure, or device that controls, prevents, removes, or reduces pollution. The
GENERAL PROVISIONS - 27
Contractor shall select appropriate BMPs from the California Stormwater BMP Handbook,
Municipal, Industrial, New Development, and Construction Volumes
(www.cabmphandbooks.com) in conjunction with all activities and construction operations:
1. Construction Practices (NS2, NS3, NS4, and NS6)
2. Material and Waste Management (WM01, WM02, and WM04)
3. Vehicle and Equipment Management (NS8, NS9, and NS10)
4. Physical Stabilization (EC7, EC12, NS4, TC1, and TC2)
5. Sediment Control Practices (SE1, SE9, SE8, SE10, SE3, and SE2)
Copies of the California Stormwater BMP Handbooks may be obtained from:
California Stormwater Quality Association Los Angeles County DPW
P.O. Box 2313 Cashier’s Office
Livermore, CA 94551 900 South Fremont Avenue
www.cabmphandbooks.com Alhambra, CA 91803
Tel. No. (626) 458-6959
D. Implementation
The Contractor will be responsible throughout the duration of the project for the installation,
monitoring, inspection and maintenance of the BMPs included in the SWPPP and for
removing and disposing of temporary BMPs. The Contractor may be required to implement
additional BMPs as a result of changes in actual field conditions, contractor’s activities, or
construction operations.
The Contractor shall demonstrate the ability and preparedness to fully deploy these SWPPP
control measures to protect soil-disturbed areas of the project site before the onset of
precipitation and shall maintain a detailed plan for the mobilization of sufficient labor and
equipment to fully deploy these control measures.
Throughout the winter season, active soil-disturbed areas of the project site shall be fully
protected at the end of each day with these control measures unless fair weather is predicted
through the following day. The Contractor shall monitor daily weather forecasts. If
precipitation is predicted prior to the end of the following workday, construction scheduling
shall be modified, as required, and the Contractor shall deploy functioning control measures
prior to the onset of the precipitation.
The City may order the suspension of construction operations which are creating water
pollution if the Contractor fails to conform to the requirements of this section, “Water
Pollution Control”. Unless otherwise directed by the City, the Contractor’s responsibility for
SWPPP implementation shall continue throughout any temporary suspension of work.
E. Sewage Spill Prevention
GENERAL PROVISIONS - 28
The Contractor’s attention is directed to the sewer bypass operation required during any
sewer construction (Standard Specification for Public Works Construction Section
500.1.2.4).
The Contractor shall exercise extraordinary care to prevent the cause of events that may lead
to a sewage spill. In the event of a sewage spill, the Contractor shall make arrangements for
an emergency response unit comprised of emergency response equipment and trained
personnel to be immediately dispatched to the project site.
The Contractor shall be fully responsible for preventing and containing sewage spills as well
as recovering and properly disposing of raw sewage. In addition, the Contractor is
responsible for any fines, penalties and liabilities arising from negligently causing a sewage
spill. Any utility that is damaged by the contractor shall be immediately repaired at the
Contractor’s expense. The Contractor shall take all measures necessary to prevent further
damage or service interruption and to contain and clean up the sewage spills.
F. Sewage Spill Telephone Notification
Should a sewage spill occur, the Contractor shall immediately report the incident to the
following two (2) City Departments:
Public Works/ Engineering (626) 569-2150
Public Safety Department (626) 569-2292
The Contractor is encouraged to obtain telephone numbers, pager numbers and cellular
telephone numbers of City representatives such as Project Managers and Inspectors, to be
reached during emergency and off-hours.
The City will notify the following:
Los Angeles County Department of Health Services
(213) 974-1234
Los Angeles County Department of Public Works (800) 303-0003
Regional Water Quality Control Board (213) 576-6665 or 6600
State Office of Emergency Services (800) 852-7550
(For any significant volume of material that entered the storm drain or receiving water)
G. Sewage Spill Written Notification
The Contractor shall prepare and submit a written report within three (3) working days from
the occurrence of a spill to the City, (Attention: Project Manager). This report shall describe
the following information related to the spill:
1. The exact location on the Thomas Guide map
2. The nature and volume
3. The date, time and duration
4. The cause
GENERAL PROVISIONS - 29
5. The type of remedial and/or cleanup measures taken and date and time implemented
6. The corrective and preventive action taken, and
7. The water body impacted and results of necessary monitoring
H. Enforcement
The City, as a permittee, is subject to enforcement actions by the LARWQCB, U.S. EPA,
environmental groups and private citizens. The Contractor shall be responsible for all costs
and liabilities imposed by law as result of the Contractor’s failure to comply and/or fulfill the
requirements set forth in Section 7.09 - “Water Pollution Control”. The costs and liabilities
include, but are not limited to fines, penalties and damages whether assessed against the City
or the Contractor.
In addition to any remedy authorized by law, any money due to the Contractor under this
contract shall be retained by the City until all costs and liabilities imposed by law against the
City or Contractor have been satisfied.
I. Maintenance
The Contractor shall ensure the proper implementation and functioning of BMP control
measures and shall regularly inspect and maintain the construction site for the BMPs
identified in the SWPPP. The Contractor shall identify corrective actions and time frames in
order to properly address any damaged measure, or reinitiate any BMPs that have been
discontinued.
If the City identifies a deficiency in the deployment or functioning of identified control
measures, the deficiency shall be corrected by the Contractor immediately or by a later date
and time if requested in writing, but not later than the onset of the subsequent precipitation
events. The correction of deficiencies shall be at no additional cost to the City.
J. Payment
All costs involved in the implementation of the SWPPP, including furnishing all labor,
materials, tools, equipment and all incidentals; and for doing all the work involved in
installing, constructing, maintaining, removing, and disposing of control measures, except
those that were installed as a part of another structure, shall be included in the unit prices bid
for the various related items of work and no additional compensation will be made therefore.
7-8.8 Sound and Vibration Control Requirements. Section 7-8.8 shall be added to the
Standard Specifications to read as follows:
“The Contractor shall comply with all local sound control and noise level rules, regulations
and ordinances, including hours of operation requirements. No internal combustion engine shall be
operated on the Project without a muffler of the type recommended by the manufacturer. Should any
muffler or other control device sustain damage, the Contractor shall promptly remove the equipment
and shall not return said equipment to the job until the device is repaired or replaced. Said noise and
vibration level requirements shall apply to all equipment on the job or related to the job, including
but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the
Contractor.”
GENERAL PROVISIONS - 30
5-7 PUBLIC CONVENIENCE AND SAFETY.
5-7.1 Work Site Safety.
5-7.2 Safety Orders. Section 5-7.2 shall be amended to add the following to the beginning
of the first full paragraph:
“In accordance with generally accepted construction practices, the Contractor shall be solely
and completely responsible for conditions of the job site, including the safety of all persons and
property in performance of the Work. This requirement shall apply continuously and shall not be
limited to normal working hours. The Contractor's duty to preserve safety shall include, but shall not
be limited to, the erection and maintenance of temporary fences, bridges, railings and barriers; the
placement of guards; maintenance and operation of sufficient lights and signals; and all other
precautions necessary to maintain safety in the vicinity of the Work. Any duty on the part of the
City’s Representative or other City employee or agent to give general engineering supervision of the
Contractor's performance is not intended to include the review of the adequacy of the Contractor's
safety measures. Nothing herein shall relieve Contractor of his sole and complete responsibility for
safety conditions on the Site.”
Section 5-7.2 shall be amended also to add the following to the beginning of the second full
paragraph:
“Pursuant to Labor Code Section 6705, if the Contract Price exceeds $25,000 and if the Work
governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth,
Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705,
regarding sheeting, shoring and bracing.”
5-7.4 Special Hazardous Substances and Processes. Section 5-7.4 shall be amended to add
the following to the end of that Section:
“As required by Public Contract Code Section 7104, if this Contract involves digging
trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor
shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material
discovered in excavation that Contractor believes to be a hazardous waste that is required to be
removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at
the site differing from those indicated by City; and (3) unknown physical conditions of an unusual
nature at the site, significantly different from those ordinarily encountered in such contract work.
Upon notification, City shall promptly investigate the conditions to determine whether a change
order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled
completion date and shall proceed with all Work to be performed under the Contract, but shall retain
all rights provided by the Contract or by law for making protests and resolving the dispute.”
5-6 PATENT FEES OR ROYALTIES.
Section 5-6 of the Standard Specifications shall be amended in its entirety to read as follows:
“The Contractor shall include in its bid amount the patent fees or royalties on any patented
GENERAL PROVISIONS - 31
article or process furnished or used in the Work. Contractor shall assume all liability and
responsibility arising from the use of any patented, or allegedly patented, materials, equipment,
devices or processes used in or incorporated with the work, and shall defend, indemnify and hold
harmless the City, its officials, officers, agents and employees from and against any and all
liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature,
arising from such use.”
.
5-1 LAWS AND REGULATIONS.
Section 5-1 of the Standard Specifications shall be revised in its entirety to read as follows:
“The Contractor shall keep itself fully informed of all existing and future State, Federal and
local laws, rules and regulations, which in any manner affect those engaged or employed in the
Work, or the materials used in the Work, or which in any affect the conduct of the Work, and of all
such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same.
The Contractor shall at all times observe and comply with all such existing and future laws, rules,
ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over
the Work, and shall defend, indemnify and hold harmless, at least to the extent of the
indemnification provisions of this Agreement, the City and its officials, officers, employees,
volunteers and agents, including, but not limited to, the Director of Public Works and the City
Engineer, against any claim or liability arising from, or based on, the violation or alleged violation of
any such law, rule, ordinance, regulation, order, or decree, whether by itself or its employees. The
Contractor shall particularly observe all laws, rules and regulations relating to the obstruction of
streets or the conduct of the Work, keeping open passageways and protecting the same where they
are exposed or dangerous to traffic. The Contractor shall at all times comply with such laws, rules
and regulations. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special
Provisions, or Contract for the Work in relation to any such law, rule, ordinance, regulation, order, or
decree, the Contractor shall forthwith report the same to the Engineer in writing.”
5-4 INDEMNIFICATION.
Section 5-4.1 shall be added to the Standard Specifications as follows:
“Contractor shall defend (with counsel of City’s choosing), indemnify and hold the City, its
officials, officers, employees, volunteers and agents free and harmless from any and all claims,
demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity,
to property or persons, including wrongful death, to the extent arising out of or incident to any acts,
omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants
and contractors arising out of or in connection with the performance of the Work or this Contract,
including without limitation the payment of all consequential damages and attorneys fees and other
related costs and expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, with
Counsel of City’s choosing, any and all such aforesaid suits, actions or other legal proceedings of
every kind that may be brought or instituted against City, its officials, officers, employees,
volunteers or agents. To the extent of its liability, Contractor shall pay and satisfy any judgment,
award or decree that may be rendered against City, its officials, officers, employees, volunteers or
agents, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its
officials, officers, employees, volunteers or agents for any and all legal expenses and costs incurred
GENERAL PROVISIONS - 32
by each of them in connection therewith or in enforcing the indemnity herein provided. The only
limitations on this provision shall be those imposed by Civil Code Section 2782.”
5-7.2.2 CONCRETE FORMS, FALSEWORK AND SHORING.
Section 5-7.22 shall be added to the Standard Specifications as follows:
“Contractor shall comply fully with the requirements of Section 1717 of the Construction
Safety Orders, State of California, Department of Industrial Relations, regarding the design of
concrete forms, falsework, and shoring, and the inspection of same prior to the placement of
concrete. Where Section 1717 requires the services of a civil engineer registered in the State of
California to approve design calculations and working drawings of the falsework or shoring system,
or to inspect such system prior to the placement of concrete, Contractor shall employ a registered
civil engineer for these purposes, and all costs therefor shall be included in the Bid item price named
in the Contract for completion of the Work as set forth in the Contract Documents.”
- END OF SECTION -
GENERAL PROVISIONS - 33
SECTION 7 MEASUREMENT AND PAYMENT
7-2 LUMP SUM WORK.
Section 7-2 of the Standard Specifications shall be amended to add the following at the end
of that Section:
“On lump sum contracts, the Contractor shall submit, for approval by the Engineer, a
Schedule of Values, or lump sum price breakdown, which will serve as the basis for progress
payments and which shall be incorporated into a form of Application for Payment acceptable to the
Engineer. Such Schedule of Values shall be submitted for approval at the Pre-construction
Conference and must meet the approval of the Engineer before any payments can be made to the
Contractor.”
7-3 PAYMENT.
7-3.1 Payment. The last paragraph of Section 7-3.1 of the Standard Specifications shall be
deleted and replaced with the following two paragraphs:
“Contractor shall submit, with each of its billing invoices, a corrected list of quantities,
verified by the Engineer, for unit price items listed in the Bid Schedule. Following the City’s
acceptance of the Work as fully complete, the Contractor shall submit to the City for approval a
written statement of the final quantities of Contract items for inclusion in the final invoice. Upon
receipt of such statement, the City’s Representative shall check the quantities included therein and
shall authorize the Contractor to submit an invoice which, in the City Representative’s opinion, shall
be just and fair, covering the amount and value of the total amount of Work done by the Contractor,
less previous payments, applicable withholdings and retentions.”
“All retention proceeds shall be released and paid in strict accordance with Public Contract
Sections 7107 and 7201.”
Section 7-3.1of the Standard Specifications shall be amended to also add the following at the
end of that Section:
“Payment for the various items on the Contract Bid Forms, as further specified in the
Contract, shall include all compensation to be received by the Contractor for furnishing all tools,
equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals
appurtenant to the items of Work being described, as necessary to complete the various items of
Work, all in accordance with the provisions for Measurement and Payment in the Standard
Specifications and these General Conditions, and as shown on the Drawings, including all
appurtenances thereto. Compensation shall include all costs of compliance with the regulations of
public agencies having jurisdiction over the Work, including the Safety and Health Requirements of
the California Division of Industrial Safety and the Occupational Safety and Health Administration
of the U.S. Department of Labor (OSHA).”
“No separate payment will be made for any item that is not specifically set forth in the
Contract Bid Forms, and all costs therefor shall be included in the prices named in the Contract Bid
GENERAL PROVISIONS - 34
Forms for the various appurtenant items of work.”
7-3.2 Partial and Final Payments. Section 7-3.2 of the Standard Specifications shall be
amended to add the following at the end of that Section:
“For purposes of this Section, the monthly payment date shall be the last calendar day of each
month. In order for the City to consider and prepare for each monthly payment, the Contractor shall
submit a detailed measurement of Work performed and a progress estimate of the value thereof
before the tenth (10th) day of the following month. The City shall review and make payment on all
approved charges within the time required by Public Contract Code Sections 20104.5 et seq.”
“Acceptance of any progress payment accompanying any estimate without written protest
shall be an acknowledgment by the Contractor that the number of accumulated contract days shown
on the associated statement of working days is correct. Progress payments made by the City to the
Contractor or its sureties after the completion date of the Contract shall not constitute a waiver of
liquidated damages.”
“Subject to the provisions of Section 22300 of the California Public Contract Code, a 5
percent retention will be withheld from each payment. All invoices and detailed pay requests shall
be approved by the Engineer before submittal to the City for payment. All billings shall be
directed to the Engineer.”
“Pursuant to Section 22300 of the California Public Contract Code, In accordance with
California Public Contract Code Section 22300, the City will permit the substitution of securities for
any monies withheld by the City to ensure performance under the Contract. At the request and
expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the
City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the
City shall then pay such monies to the Contractor as they come due. Upon satisfactory completion
of the Contract, the securities shall be returned to the Contractor. The Contractor shall be the
beneficial city of any securities substituted for monies withheld and shall receive any interest
thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by
the City.”
“The Contractor shall submit with each invoice the Contractor’s conditional waiver of lien
for the entire amount covered by such invoice, as well as a valid unconditional waiver of lien from
the Contractor and all subcontractors and materialmen for all work and materials included in any
prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section
3262. Prior to final payment by the City, the Contractor shall submit a final waiver of lien for the
Contractor’s work, together with releases of lien from any subcontractor or materialmen.”
- END OF SECTION
PART "B"
SUPPLEMENTAL GENERAL
CONDITIONS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850, 21034, & 24009
SUPPLEMENTARY GCs-1
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO.
21850, 21034, & 24009
SUPPLEMENTARY GENERAL CONDITIONS
10-1 GENERAL
10-1.1 Description of Work
The project consists of cold-mill and overly of existing AC Roadway Pavement, cold-
mill and overlay of existing AC Alleyway Pavement, Constructing quick set emulsion
aggregate slurry Type II (cationic) with 2 ½ percent latex additive, adjusting manhole
covers, water valve covers, water meter covers and gas covers to grade. The project also
consists of concrete improvements to be made within the roadway segments that will be
resurfaced including removal and replacement of broken curb and gutter, roadway
spandrels, etc., per bid schedule. Project also includes removal and replacement of raised
pavement markers, and roadway striping as well as miscellaneous work for parking lot
improvements at Garvey Center and at Zapopan Park as indicated on the construction
plans, including other incidental and appurtenant work necessary for the proper
completion of the project as indicated in the appendix and other related work as described
in the plans and specifications.
10-1.2 Quantities - The estimate of quantities of work is approximate only, being given as basis
for the compilation of bids, and the City of Rosemead does not expressly or by
implication agree that the actual amount of work will correspond therewith, but reserves
the right to increase or decrease the amount of any class or portion of the work or to omit
portions of the work that may be deemed necessary or expedient by the Engineer. In
such case the contract unit price shall prevail subject to the requirements of Subsection 3-
2.2.1 of the Standard Specifications.
All work incidental to this project, as described on the drawings and/or this specification
shall be considered as included within the scope of the work. The bid prices submitted
by the contractor shall include the cost of said incidentals, even though such incidentals
are not specifically mentioned in the preceding description of work to be done or in the
proposal form.
10-1.3 Equals - Whenever the names of specific products are designated in the details appearing
on the drawings or in the specifications, the intent is to state the general type and quality
of the products desired, without the intention of ruling out the use of other products of
equal type and quality. If the successful contractor wishes to make substitutions of the
products specified, he must make an application in writing to the Engineer prior to the
acceptance and installation into the project with a complete description of the alternate
products and a statement with regard to the saving to the city, if any, in case the
substitution would be permitted. The Engineer will have the right to make the final
decision in these cases and to insist on use of particular brands of products shown on the
drawings or in the specifications, if, in his opinion, such brands will be preferable to the
Engineer, in lieu of the requested substitutions.
SUPPLEMENTARY GCs-2
10-2 PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK
Prosecution, progress, and acceptance of work shall conform to Section 6 of the Standard
Specifications with the following special conditions:
a. Beginning and Completion of Work: The contract time allowed for completion of
the project is FORTY (40) working days including material procurement. Work
on this project shall commence no later than ten (10) days from the date of Notice
to Proceed.
b. The contractor shall submit to the Engineer a time schedule of work for the
various sequences of the major operations. Said schedule shall be submitted at
least 5 working days prior to the beginning of work and shall be subject to the
approval of the Engineer.
c. Working hours on this project shall be limited to 7:00 a.m. to 5:00 p.m. with no
work on Saturdays, Sundays, Holidays, in which City Hall is closed. Except
when authorized by the Director of Public Works or City Engineer.
d. Inspection: The City shall provide inspection for an 8-hour day for normal
working days. The City will deduct from the contractor’s invoice an amount
equal to $120 per hour for inspection in excess of the foregoing, including legal
holidays, City Hall closed Fridays, and weekends.
e. Weight master certificates are source documents and it is the contractor’s
responsibility to collect the material tickets from the drivers at the delivery point,
sign and date them and submit to the City Inspector.
f. Contractor shall notify all property owners within the project limits of all
activities; written notification shall be delivered to properties at least seventy-two
(72) hours in advance of any activity.
g. The contractor and all subcontractors shall attend a pre-construction meeting at
the time, date, and place determined by the City.
h. The contractor and all subcontractors shall obtain a Rosemead Business License
prior to the start of work.
10-3 STANDARD SPECIFICATIONS
The work embraced herein shall be done in accordance with the "Standard Specifications
for Public Works Construction (Greenbook)," latest edition, including all supplements,
and applicable provisions of Caltrans Standard Specifications, latest edition.
In case of conflict between the Standard Specifications and the Special Provisions, the
Special Provisions shall take precedence over and be used in lieu of such conflicting
portions.
SUPPLEMENTARY GCs-3
10-4 CONSTRUCTION YARD
It shall be the contractor's responsibility to locate any storage sites for materials and
equipment needed, and such sites must be approved in advance by the City Engineer.
When storage sites are located on private properties, the contractor shall be required to
submit to the City Engineer written approval from the record city authorizing the use of
his property by the contractor, and contractor shall bear all the cost involved, and provide
necessary insurance requirements. If contractor chose one of the City owned.
The contractor accepts sole liability for the yard during the time, which it is occupied.
The contractor agrees to indemnify and hold harmless the City and ARA during the
period which the contractor occupies the site. The yard shall be fenced with City-
approved temporary chain link fence and gate(s). The yard shall be secured at all times.
The Contractor shall be responsible for required utilities, if available.
The Contractor shall store all materials in a manner, which complies with manufacturer's
recommendations and/or legal requirements.
The yard shall be maintained in a manner consistent with surrounding properties. After
the project is constructed, the Contractor shall move off of the yard and return the yard to
a condition similar to before he moved on the yard.
In order to assure these requirements are met, the Contractor shall have an
independently prepared environmental report prepared prior to Contractor
mobilization and after final cleanup.
Contractor and all subcontractors shall not be permitted to place any signage or
advertising signs on the site unless city's written approval is obtained.
10-5 UTILITIES
The contractor will obtain the locations of underground facilities from the utility
companies at least twenty-four (24) hours prior to commencing construction in such
areas. At all time the contractor shall be responsible for the protection of such facilities
and shall be held liable for damage to utilities during construction. The contractor is
responsible to call Underground Service Alert at 811 at least 72 hours prior to
commencing any work.
10-6 CONSTRUCTION WATER
It shall be the responsibility of the contractor to furnish an adequate supply of water for
construction use.
10-7 AIR AND WATER POLLUTION
SUPPLEMENTARY GCs-4
The Contractor shall be required to conform to all current regulations of the South Coast
Air Quality Management District. The Contractor shall also conform to Section 402(p)
of the 1972 Clean Water Act which establishes a framework for the regulation of
municipal, industrial and construction stormwater discharges under the National Pollutant
Discharge Elimination System (NPDES) program.
10-8 HAZARDOUS MATERIAL NOTIFICATION
A material Safety Data Sheet (MSDS) is required by the City of Rosemead for all
hazardous materials which are brought on site by the Contractor. A MSDS is required for
any product which may contain hazardous materials. The contractor must alert the City
Engineer of the quantity and type of hazardous material which will be brought on site.
The MSDS sheets must be submitted to the City Engineer at least two (2) business days
prior to starting work. The City Engineer may require the City Safety Officer or his
designee to review the MSDS for approval of use.
The contractor shall be responsible for notifying Underground Service Alert (800) 422-
4133 and all utility companies having substructures within the limits of the job. This shall
be done at least 72 hours prior to commencing construction.
10-9 PUBLIC CONVENIENCE AND SAFETY
The contractor shall conduct his operations to comply with the provisions of section 5-7
of the Standard Specifications. Traffic Control shall comply with the Work Area Traffic
Control Handbook of the American Public Works Association (WATCH Manual), latest
edition.
After award of the contract, the contractor shall submit to the Engineer his proposed
schedules for lane closing and his methods of traffic control to comply with the
requirements specified herein below. This submittal shall be made sufficiently in
advance of any rerouting or diversion of traffic by the contractor to allow for a review of
the contractor's proposed traffic control.
Any shifting of traffic from one lane to another which is necessary in order to maintain
the required number of lanes, shall be directed in such a manner that traffic may move
smoothly across the work without any sudden changes from one lane to another. Toward
this end the minimum taper allowed for detouring the traffic from one lane to another
shall be 20:1.
The contractor shall provide, throughout the period of construction, all signs which may
be deemed necessary for the safe and orderly conduct of vehicular traffic as directed by
the Engineer. All barricades used as warning and guiding devices shall bear the name of
the contractor in legible letters. Flashing arrow board(s) shall be required throughout
the construction period.
Traffic lanes shall have a minimum width of twelve (12) feet and minimum clearance of
two (2) feet from curbs, poles and similar obstructions, and two (2) feet from any
SUPPLEMENTARY GCs-5
excavation, unless otherwise specified. One lane each direction shall be maintained at all
times.
Transitions of differential road surfaces shall be maintained according to SSPWC sect.
Spillage resulting from hauling operations along any public traveled way shall be
removed immediately by the contractor.
Traffic shall not be allowed on the street until the initial sweeping is complete.
Contractor shall provide access to the existing driveways at all times. Contractor will
close only one driveway at any time to properties having more than one driveway.
10-10 PAYMENT
Payment shall be made in accordance with Section 7 of the Standard Specifications.
Payment will be made at the lump sum prices or unit prices as stipulated in the Bid
Proposal and will include full compensation for furnishing all labor materials, tools and
equipment and doing all the work involved in completion of the bid items. 5 % retention
will be paid 35 days after Notice of Completion was recorded.
10-11 SURVEY MONUMENTS
See Section 3-10 Surveying of the General Provisions Page – 7.
10-12 CLEAN-UP
Upon completion of the work and before the final estimate is submitted, the Contractor
shall, at his own expense, remove from the vicinity of the work all plant, buildings,
rubbish, unused materials, concrete forms and other materials or equipment belonging to
or used by him or any subcontractor on the work. In the event of failure to so remove,
the same may be removed and disposed of by the City at the Contractor's expense.
10-13 GUARANTEE
The contractor hereby guarantees for a period of one year that the entire work constructed
by him under this contract will meet fully all requirements thereof as to quality of
workmanship and of materials furnished by him. The contractor hereby agrees to make
at his own expense any repairs or replacements made necessary by defects in materials or
workmanship supplied by him that becomes evident within the time specified after filing
of the Notice of Completion of the work by the Engineer, and to restore to full
compliance with the requirements of these specifications, including the test requirements
set forth herein for any part of the work constructed hereunder, which during said period
is found to be deficient with respect to any provision of the specifications. The contractor
also agrees to defend, indemnify and hold the City, its officers and employees, harmless
from claims of any kind arising from damage due to said defects. The contractor shall
make all repairs and replacements promptly upon receipt of written
SUPPLEMENTARY GCs-6
orders for same from the Engineer. If the contractor fails to make the repairs and
replacements promptly, the city may doe the work and the contractor and his surety shall
be liable to the city for the cost thereof.
Upon termination of the Contractor's guarantee any manufacturers' guarantees held by
him shall be delivered to the city.
The guarantees and agreements set forth in this section shall be secured by a surety bond
which shall be delivered by the Contractor to the City before the notice of completion
shall be filed by the Public Works Director. Said bond shall be in an approved form and
executed by a surety company or companies satisfactory to the city, in the amount of ten
percent (10%) of the contract price. Said bond shall remain in force for a period of one
year from the date of filing of the Notice of Completion. Instead of providing a surety
bond, the contractor may, at his option, provide for the Faithful Performance Bond
furnished under the contract to remain in force for said amount until the expiration of the
required period.
10-14 SANITATION
All portions of the work shall be maintained at all times in sanitary condition. The
contractor shall provide adequate toilet facilities for all workmen and representatives of
the city employed on the work. Such facilities shall be subject to the acceptance of the
city as to location and type. The contractor shall maintain the same in sanitary condition
from the beginning of the work until completion and then shall remove the facilities and
disinfect the premises if necessary. The contractor shall be responsible for alleviating all
dust and nuisance conditions occasioned by his work.
Each day, at the completion of the day's work, the entire trench area and adjacent streets
shall be swept and cleaned to the satisfaction of the City Engineer or his appointed
representative. The contractor shall cover all storm drain catch basins during excavation
and sweeping operations to prevent excavated materials from entering the catch basins.
10-15 SITE MAINTENANCE
1.01 General. The Contractor shall maintain the construction site in a neat and orderly
condition, free from trash and waste construction materials at all times. Unattended
construction materials, equipment, and trash shall be left in a manner to not constitute a
fire hazard nor become a nuisance or danger due to rain, wind, or other forces of nature.
The Contractor shall provide and maintain enclosed toilets for the use of employees
engaged in the work. These accommodations shall be maintained in a neat and sanitary
condition. They shall also comply with all applicable laws, ordinances, and regulations
pertaining to public health and sanitation of dwellings and camps.
The Contractor shall provide proper barricades with flashing lights properly working and
temporary fencing to insure a safe construction site. The Contractor shall maintain the
SUPPLEMENTARY GCs-7
work site in a manner that assures adequate access to workers and other authorized
personnel.
The Contractor shall provide proper traffic control in all construction areas.
1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to
abate undue dust. Application of water for dust control shall be under the control of the
Engineer and shall be applied in the amounts and at locations designated by the Engineer
or other City Representatives.
1.03 Control of Water. The Contractor shall work in a manner that does not prevent
storm or other water from flowing uninterrupted along the existing street drainage
courses. Diversion of water for short reaches to protect construction may be permitted if
public or private properties are not threatened with damage. Should such diversions be
necessary, the Contractor shall obtain written permission from the applicable public
agency or property city before the Engineer will permit any diversion of water outside
rights-of-way or normal drainage courses.
1.04 Protection of Existing Improvements. Construction operations shall be conducted
in a manner that assures all permanent facilities and improvements, as well as temporary
improvements which remain during the life of this contract, are not subject to vertical
settlement or horizontal movement. The Contractor shall work around all existing utility
facilities. During construction the Contractor shall cooperate with the citys of any utility
that has manholes, vaults, valve covers or any other facilities within the construction area.
These facilities shall be completely protected by the Contractor. The Contractor shall
exercise care to prevent asphalt material from being deposited on concrete surfaces.
Unless otherwise specified, all costs for protection of existing improvements shall be
absorbed in the various items of work and no separate payment shall be made for them.
1.05 Restoration of Existing Improvements. All existing improvements removed or
damaged during construction shall be reconstructed in accordance with the applicable
provisions of the Standard Specifications for Public Works Construction, 2021 Edition,
(hereinafter referred to as the Standard Specifications). The Contractor shall replace or
restore existing improvements to their original condition to the satisfaction of the
Engineer at no expense to the City.
1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and
waste material shall become the property of the Contractor and shall be disposed of by
the Contractor outside the limits of work in accordance with the applicable ordinances
and regulations of governmental agencies having jurisdiction.
1.07 Final Clean Up. After completion of all other work required under the contract, the
Contractor shall, at no expense to the City, clean up the work site including any and all
properties used by the Contractor during construction to the satisfaction of the Engineer.
The Contractor shall remove and dispose of all excess materials. The Contractor shall
repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or
SUPPLEMENTARY GCs-8
nature which has been moved, damaged or altered in any way by the Contractor’s
operations. The Contractor shall return all roadway and adjoining surfaces to their
original condition and appearance. Removal of all USA Markings that were required
prior to beginning construction for this project shall be the responsibility of the awarded
contractor. Once all work is said to be completed, locations with visible USA markings
will be added to the final punch list and shall need to be addressed by awarded contractor
prior to project closeout.
The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing
asphalt pavement or concrete pavement during paving operations. The Contractor shall
slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive)
all asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on
the concrete pavement, Contractor shall sand blast the affected area to its original
condition and to the satisfaction of the Engineer or City Representatives at no additional
cost. Any and all of these requirements shall be at the Contractor’s expense.
1.08 Payment. No separate payment will be made for Site Maintenance. All costs for
furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work
involved, as specified herein and as directed by the Engineer, shall be included in the
prices bid for the various contract items of work.
10-16 CLEARING AND GRUBBING
2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items:
A. Maintaining dust control at all times by watering and sweeping.
B. Providing traffic control and maintaining access, security and safety including all
signs, barricades, flashers, covers, plates and chain link fencing as specified elsewhere in
these specifications.
C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve
covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing
structures.
D. Removing, storing, and replacing removable and portable items and their safe
handling and keeping.
E. Providing temporary pumps, conduits, and any other necessary means to convey
waste waters in order to bypass the construction as needed and as approved by the
Engineer.
F. Saw cutting Portland cement concrete and asphalt concrete pavement for
construction of smooth and straight joins.
SUPPLEMENTARY GCs-9
G. Providing shoring, sheeting, bracing, etc. for excavations.
H. Removing, relocating and replacing all sprinkler lines, heads, valves, and other
landscaping items interfering with the construction of improvements.
I. Removing and disposing of all existing improvements interfering with the
construction of new improvements and/or as required elsewhere in these specifications
and not included in other bid items.
J. Restoring landscaping or any other miscellaneous improvements damaged during
construction.
K. Removing, replacing, backfilling, and compacting miscellaneous earthwork
resulting from removing existing improvements that are not replaced and where
excavations were made for concrete forming.
L. Backfilling areas with clean topsoil; grading to join elevation of newly
constructed curb, sidewalk, and driveway approach; and seeding, watering, and caring for
rye grass or approved equal by the Engineer until the grass is established.
M. Providing all necessary means to prevent tracking of asphalt oil on existing or
new asphalt pavement including a water truck during the paving operation and for
restoring areas where asphalt oil was spilled.
N. Coordinating the construction with all utility companies.
O. Obtaining permit from the appropriate water company for connection to fresh
water source and delivering water to the point of use and assuming payment of all fees
and payment for water used.
2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum
price under each bid item. Payment of the lump sum price bid shall include full
compensation for furnishing all labor, materials, tools, and equipment, and doing all work
involved in Clearing and Grubbing as specified above and as directed by the Engineer.
10-17 CONTRACTOR’S RESPONSIBILITIES BEFORE COMMENCEMENT OF THE
PROJECT
3.01 General. Due to the nature of this project involving some inconveniences, the
Contractor shall respond to all complaints associated with the project that include any
alleged damage to private property and/or vehicles, within 24 hours of notification.
Failure to comply with this provision will result in an additional penalty of $50.00 per
occurrence. The City reserves the right, after 24 hours of notification, to respond to the
complaint and repair the alleged damage. The Contractor shall reimburse the City for all
costs involved in addressing the complaint, including any administrative costs incurred
by the City.
SUPPLEMENTARY GCs-10
3.02 Notification of Affected Citys or Businesses. The Contractor shall distribute
notices informing those affected that construction will be performed in proximity to their
property. The notice shall be distributed not less than 48 hours before commencement of
work. The Contractor shall provide a sample notification to the Engineer for approval.
3.03 “NO PARKING” Signs. The Contractor shall post temporary “NO PARKING”
signs at no cost to the City. The “NO PARKING” signs will be in place not less than 48
hours prior to performing the work.
3.04 Payment. No separate payment will be made for Contractor’s Responsibilities
Before Commencement of the Project. All costs for furnishing all labor, materials, tools,
and incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
PART "C"
TECHNICAL PROVISIONS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
TECHNICAL PROVISIONS TP-1
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
TECHNICAL PROVISIONS
A. General:
1. The Contractor shall obtain a no-fee Construction Permit before commencing construction
from the City.
2. Scope of the Work covered by Contract Documents:
The work consists of furnishing all materials, equipment, tools, labor, and incidentals as
described in detail in the Bidding and Contract Documents, Plans and Specifications to
construct the project. Major work components include asphalt concrete cold mill and
overlay, localized full depth asphalt concrete repairs at various locations (pothole repair),
markings and striping at various locations Citywide. The project also consists of removal and
replacement of concrete sidewalk, curb and gutter, curb ramps, and cross gutters as indicated
on the construction plans, including tree removals, tree replanting, misc. asphalt concrete
roadway repairs, portland cement concrete roadway repairs, and other incidental and other
related work as described in the Plans, Specifications, and Contract Documents, by this
reference, made a part hereof.
3. The Contractor shall accept the site and the character of the work as they exist on the first
day of work under this contract.
4. Limits of Work:
Limits of work shall be the legal property boundaries of the project site unless modified by
Contract limit lines indicated on the plans or as noted otherwise.
Prior to commencing work on any area, the Contractor shall verify and coordinate them with
the Engineer to ascertain the actual limits of work.
5. The Contractor shall take note that the final limits of AC pavement removal and
reconstruction shall be coordinated and determined by the City Engineer or his/her designee
during construction.
6. Project Schedule
The Contractor shall submit a Construction Schedule to City Engineer or his/her designee
prior to beginning construction. No work may be started until a Notice to Proceed is issued
by the City. A Notice to Proceed shall not be issued until the Schedule has been approved
in writing. The work shall be scheduled to assure that construction will be completed within
TECHNICAL PROVISIONS TP-2
the specified time. The Contractor shall be held responsible for coordination of all phases
of the operation so that the time schedule can be met.
The Contractor shall provide to the City all required contract bonds and evidence of insurance
prior to the issuance of “Notice to Proceed” by the City.
If the Contractor desires to make a major change in its method or operations after
commencing construction or if its Schedule fails to reflect the actual progress, the Contractor
shall submit to City Engineer or his/her designee a revised Construction Schedule. Said
Schedule shall be submitted in advance of beginning revised operations or within two (2)
working days after notification by the City Engineer or his/her designee. City Engineer may
suspend all progress payments if the Contractor fails to comply.
7. Notice to Proceed
The Contractor shall not commence work until a Notice to Proceed has been issued by the
City to the Contractor.
Prior to the issuance of Notice to Proceed the Contractor shall provide the following:
a. The Contractor shall provide all required contract bonds and evidences of insurance
to the City;
b. The Contractor shall submit a Construction Schedule to City Engineer or his/her
designee;
c. Obtain a no-fee Construction Permit from the City
Notwithstanding any other provisions of the Contract, the Contractor shall not be obligated
to perform any work and the City shall not be obligated to accept or pay for any work
performed by the Contractor prior to delivery of a Notice to Proceed. The City's knowledge
of work being performed prior to delivery of the Notice to Proceed shall not obligate the City
to accept or pay for such work.
The construction date shall begin within 10 days after “Notice to Proceed” is issued by the
City to the Contractor.
8. Contract Time
Working hours are between 7:00 a.m. and 4:00 p.m. Monday through Friday, excluding
legal holidays and weekends. Any work with 250 feet of a school zone shall be conducted
during construction school zone working hours of 9am to 2pm, in order to minimize impacts
to the nearby school zone.
Alley resurfacing scope of work for the alley located west of Walnut Grove Ave between
Fern Avenue and Klingerman Avenue shall be conducted during after-hours and shall need
to be reopened to traffic by 6am. Alley resurfacing scope of work for the alley located east
of Del Mar Avenue, south of Dorothy Street to the south end cul-de-sac shall also be
conducted during after-hours and shall need to be reopened to traffic by 6am.
TECHNICAL PROVISIONS TP-3
Resurfacing scope of work for industrial areas (River Avenue and Stingle Avenue) shall also
need to be conducted during after-hours. See Section F. Phasing for additional project limit
information.
During periods when weather or other conditions are unfavorable for construction, the
Contractor shall pursue only such portions of the work as shall not be damaged thereby. No
portions of the work whose acceptable quality or efficiency will be affected by any
unfavorable conditions shall be constructed while those conditions exist. It is expressly
understood and agreed by and between the Contractor and the City that the Contract time for
completion of the work described herein is a reasonable time taking into consideration the
average climatic and economic conditions and other factors prevailing in the locality of the
work.
9. Delay in Obtaining Materials:
No extension of time will be granted for a delay caused by the inability to obtain materials
unless the Contractor either obtains advance written approval from City Engineer or obtains
from the supplier and furnishes to the Engineer documentary proof that such materials could
not be obtained due to war, government regulations, labor disputes, strikes, fires, floods,
adverse weather conditions necessitating the cessation of work, or other similar action of the
elements. The Contractor is required to order materials in a timely manner as specified in
the "Instruction to Bidders".
10. Contract Documents
The Contractor shall maintain at the job site one (1) set of Contract Documents to include
Plans & Specifications, Standard Plans, and Standard Specifications for Public Woks
Construction. At the end of each working day, the Contractor shall submit to the Inspector an
accurate "as-built" drawing of any changes that occurred from the approved plans and
drawings, including Change Order work, changed conditions in the field, and/or claimed
extra work. The Contractor shall be responsible to obtain the Inspector's written approval of
the accuracy of said drawing. No invoice will be accepted for processing until all work
included therein is accurately shown on the record drawings.
11. It shall be the Contractor's responsibility to completely remove all "construction graffiti"
(spray paint or other marking for utilities, survey points and construction limits) prior to
acceptance of the work as completed.
12. All cost for complying with the requirements of this section shall be included in the various
items of the bidding schedule unless specified otherwise.
B. Construction Staking:
1. The Contractor shall be responsible for construction staking.
2. Unless otherwise provided in the special provision, lines and grades for the construction shall
be the responsibility of the contractor, with the following provisions:
TECHNICAL PROVISIONS TP-4
3. All work under this contract shall be built in accordance with existing lines and grades. Field
survey for establishing these, and for the control of construction, shall be the responsibility
of the Contractor. All such survey work including construction staking shall be done on all
items ordinarily requiring grade and alignment, at intervals normally accepted by the agencies
and trade involved.
4. The Contractor shall provide a copy of the office calculations and grade sheets to the City
Engineer. The Contractor shall be responsible for any error in the finished work, and shall
notify the Engineer, in writing, within 24 hours of any discrepancies, or design errors during
the construction staking.
5. All the Survey Monuments and Bench Marks removed and/or altered during the construction
shall be reset and certified "corner records" shall be submitted by the Land Surveyor, to the
Engineer prior to the final acceptance of the construction.
6. Payment for surveying, construction staking, setting of the Survey Monuments and Bench
Marks, preparing corner records, professional services, office and field calculations,
furnishing all labor, materials, equipment, tools and incidentals, and for doing all the work
involved, shall be considered as included in the items of work for which the surveying work
is performed, and no additional compensation will be allowed, as detailed on bid schedule
table, Item D. Construction Staking by Land Surveyor.
C. Materials:
1. Material Specifications:
Whenever any material is specified by name and number thereof, such specifications shall be
deemed to be used for the purpose of facilitating a description of the materials and
establishing the quality of the materials to be used. All materials shall be new and the best
of their class and kind. No substitution will be permitted which has not been approved in
writing by the Engineer.
2. Portland Cement Concrete Material:
• Portland Cement Concrete (PCC) shall be 5,000 psi strength for all concrete spandrel
replacements.
• Portland Cement Concrete (PCC) shall be 3,250 psi strength for all sidewalk and
curb & gutter replacements, and ADA curb ramps.
3. A complete material list shall be submitted prior to performing any work. Catalog data and
full descriptive literature and manufacturer's specifications and installation instructions shall
be submitted whenever the use of items different than those specified is requested.
4. The material list shall be submitted using the following sample layout (double spaced
between each item).
TECHNICAL PROVISIONS TP-5
Item No. Description Manufacturer Model Number
1. material ABC Corp. XXX
5. Approval of Substitutes:
6. Approval of any items, alternates or substitutes indicates only that the product(s) apparently
meet the requirements of the drawings and specifications based on the information and/or
samples submitted.
7. Contractor's Responsibility:
8. Manufacturer's warranties shall not relieve the Contractor of liability under these
Specifications. Such warranties only shall supplement the Contractor's responsibility.
D. Inspection and Testing:
All work covered by this Contract Documents shall be inspected by the City Engineer or his/her
designee. Request for inspection service shall be made 24 hours in advance.
All materials furnished and all work performed under the Contract shall be subject to review and
approval by the City Engineer or his/her designee. Such review may include mill, plant, shop,
nursery, or field inspection as required. City Engineer or his/her designee shall be permitted
access to all parts of the work, including plants where materials are manufactured or fabricated,
and shall be furnished with such materials, information and assistance by the Contractor and its
subcontractors and suppliers as is required to make a complete and detailed inspection.
The City will provide standard progress building and public works inspection at no cost to the
Contractor. Contractor shall arrange and pay for all other inspections required by ordinance or
governing authorities, including tests in connection therewith, as may be assigned to it in other
sections of the specifications.
Where required by the Building Code, specialty inspectors shall be provided by the City at no
cost to the contractor. The Contractor shall request specialty inspector at least forty-eight (48)
hours in advance of an anticipated inspection.
City shall perform compaction tests as required.
It shall be the Contractor's responsibility to obtain Inspection in a timely manner prior to
proceeding with any phase of construction. The Contractor shall neither allow nor cause any of
its work to be covered or enclosed until it has been inspected, tested and approved by the Director
of Public Works and Development Services or his/her designee.
City Engineer will make, or have made, such inspections and tests as he deems necessary to see
that the work is being accomplished in accordance with the requirements of the Contract. In the
event such inspections or tests reveal non-compliance with the requirements of the Contract, the
Contractor shall bear the cost of such corrective measures deemed necessary by the Director of
TECHNICAL PROVISIONS TP-6
Public Works and Development Services or his/her designee, as well as the cost of the subsequent
re-inspection and re-testing. It shall be understood and agreed that the inspection or making of
tests shall not constitute an acceptance of any portion of the work nor relieve the Contractor from
compliance with the terms of the Contract.
Work done in the absence of prescribed inspection may be required to be removed and replaced
under the proper inspection, and the entire cost of removal and replacement, including the cost
of all materials which may be furnished by the City and used in the work thus removed, shall be
borne by the Contractor, regardless of whether the work removed is found to be defective or not.
Work covered without the authority of City Engineer shall, upon order of the City Engineer, be
uncovered to the extent required, and the Contractor shall similarly bear the entire cost of
performing all the work and furnishing all the materials necessary for the removal of the covering
and its subsequent replacement.
E. Utilities:
1. Before starting work, the Contractor shall verify the locations and elevations of all existing
utilities by contacting Underground Service Alert at 811, at least 48 hours in advance.
Existing utilities have been carefully located and shown on Los Angeles Record office
records plans provided by utility companies. The Contractor shall notify the utility
companies and agencies listed below before beginning excavation and shall coordinate his
work with them.
2. The Contractor shall provide coordination with all the utility companies involved and shall
provide protection from damage to their facilities. The Contractor shall be responsible for
repair or replacement to said facilities made necessary by its failure to provide required
protection. The Contractor is required to include utility requirements in the Construction
Schedule.
3. The Contractor shall notify all utility agencies and citys of all facilities within the area of
construction a minimum of five (5) work days in advance of performing any work within said
area.
4. The Contractor shall protect all utilities and other improvements which may be impaired
during construction operations. It shall be the Contractor's responsibility to ascertain the
actual location of all existing utilities, including service laterals, and other improvements
indicated on the drawings that will be encountered in its construction operations, and to see
that such utilities or other improvements are adequately protected from damage due to such
operations. The Contractor shall take all possible precautions for the protection of
unforeseen utility lines to provide for uninterrupted service and to provide such special
protection as may be directed by the Engineer.
The Contractor shall be solely responsible to check all utility record maps, books, and/or
other data in the possession of the City, other agencies, and/or all utility companies, and no
allowance shall be made for any failure to have done so.
TECHNICAL PROVISIONS TP-7
5. Affected storm drain and sewer manhole frames and covers shall be adjusted to grade by the
Contractor.
For this project, it is required that the Contractor shall adjust affected water valves and meters
to grade in coordination with the water purveyor. The respective water purveyor will provide
new water/valve cans and meter boxes when required. The water purveyor will have the
option to adjust their own valve/water cans without addition or deduction cost to the
Contractor.
So. California Gas, Verizon, So. California Edison, and Telecommunication structures shall
be adjusted to grade by the respective owners. It shall be the Contractor’s responsibility to
notify and coordinate the needed work with the respective utility owners. Notification and
coordination by the Contractor shall be done no less than 5 days of the need of the work.
Monitoring wells per Appendix F shall be adjusted according to AECOM specifications and
Contractor shall contact the respective agency to confirm field adjustments prior to final
adjustments.
All cost related to utility adjustment to grade including notification and coordination shall be
considered included in the cost of AC pavement construction under applicable bid items. All
cost related to utility adjustments to grade including notification and coordination shall be
considered included under applicable bid items, per bid schedule.
F. Phasing:
1). To provide minimum inconvenience to the public particularly the residence and business
citys, occupants and the travelling public, the Contractor shall execute the project in phases
and adhere to the Traffic Control Requirements below.
2). Prior to the start of construction, the Contractor shall prepare and submit his/her phasing
program to the Engineer for review and approval subject to the following requirements:
3). Prior to any proposed lane and/or closure, the contractor shall notify the affected
occupants five (5) days prior to any closure to allow occupants to arrange their temporary
vehicle parking.
4). Phasing schedule shall take the following items into consideration prior to submittal:
- AC Mill and Overlay Scope of Work for the following alleyway and roadway
segments shall be conducted at nighttime from 8:00 pm to 5:00 am.
1. Alleyway located west of Walnut Grove Avenue between Fern Avenue and
Klingerman Street.
2. River Avenue from Garvey Avenue to the south end cul-de-sac.
3. Stingle Avenue from Garvey Avenue to the south end cul-de-sac.
- Slurry Seal scope of work shall be conducted during the daytime with one lane open
in each direction and access provided for all properties as much as possible.
G. Traffic Control Requirements:
TECHNICAL PROVISIONS TP-8
1. The Contractor shall be responsible to furnish, install and maintain such devices which are
necessary to provide safe and efficient passage for the traveling public through the work area,
1. for the safety of personnel present in the work area, and to minimize inconvenience to adjacent
properties.
2. All work and materials to implement construction staging and traffic control shall comply
with the California Manual of Uniform Traffic Controls Device (CA MUTCD). Signs,
markings, striping, barricades, delineators and all materials shall conform to applicable
Caltrans standards and specifications.
3. The use of flagmen may be required if deemed so by the City Engineer or his/her designee.
Adequate flagmen, construction signs barricades, delineators, and arrow boards shall be used
to the satisfaction of the City Engineer. Adequate traffic control shall always be maintained
through the construction zone.
4. Traffic control through the project area shall conform to the requirements of Section 7-10,
“Public Convenience and Safety,” (SSPWC).
5. The Contractor shall not allow traffic to travel on natural ground, subgrade, or aggregate
base material. Traffic must only be allowed on a firm asphalt surface. A temporary ac
pavement may be used for this reason to allow traffic.
6. The Contractor shall maintain a minimum of 5 feet clearance from the vertical edge of
excavation.
7. The Contractor shall not be allowed to leave vertical edge over 1” within the street pavement
when the pavement is open to traffic except along the edge of gutter. Otherwise, the
Contractor shall construct temporary AC transition at edges including around the edges of
utility structures.
The transition at traverse edge to through traffic shall be 6:1 slope, at longitudinal edge shall
be 4:1 slope and at driveways ramped at 6:1 slope.
8. Ingress and egress of vehicle to all driveways shall be maintained at all time except when
arranged in advance by the Contractor with the respective residence.
9. The Contractor shall maintain one 10’ wide minimum traffic lane in each direction at all time.
10. No street or one traffic direction closure shall be allowed unless approved by the City
Engineer or his/her designee 48 hours prior to the closure and subject to the following
condition:
a. The Contractor shall submit a detour plan prepared by a Civil Engineer in the State of
California, for approval by the Engineer.
b. Notify the following Agencies two (2) working days before closing or partially closing
any street or alley: Local Fire Department, Local Sheriff Department, and Metro.
TECHNICAL PROVISIONS TP-9
11. CMS and advance warning signs shall be installed in all directions informing motorists
of the traffic lane reductions for construction at least one (1) week in advance.
12. The Contractor shall install, maintain, and remove all temporary delineators, barricades,
lights, warning signs and other facilities necessary to control traffic as specified in the CA
MUTCD.
13. All traffic lanes shall be open at the end of working hours of each day, unless approved by
the City Engineer or his/her designee, except for the required overnight lane closures that will
be authorized for the scope of work relating to concrete roadway panel restorations and for
cross-gutter scope of work to allow for the Portland Cement Concrete (PCC) to cure as per
concrete design mix specifications. Arrow boards will be required to stay in place over
night along with other required traffic control devices per CAMUTCD at each segment as
necessary.
14. Payment for traffic control shall be included in various bid items of the Bid Schedule.
H. CLEARING AND GRUBBING:
a. The following paragraphs shall be added to Subsection 300-1.3, Removal and Disposal of
Materials of the SSPWC:
“CONTRACTOR shall remove and transport debris and rubbish in a manner that will
prevent spillage on streets or adjacent areas. Cleanup of spillage will be at
CONTRACTOR’S expense.
Unless noted otherwise elsewhere on the contract documents, all materials indicated to
be removed shall be recycled immediately at the CONTRACTOR’s expense at a site
approved by the Engineer, per the requirements highlighted in Subsection Part 1.28 Solid
Waste Management and Recycling Plan. No demolished materials shall be stored in
the Work Area or Staging Area at any time, but instead shall be removed and recycled
immediately.
Contractor shall not start any removal work unless it is prepared to perform
reconstruction work immediately without interruption from the time removals begun,
unless otherwise approved by the Engineer”.
b. Add the following to subsection 300-1.3.2, Requirements of the SSPWC:
“Where Full Depth Localized Asphalt Concrete Pavement Repair are required, the
existing AC pavement section is not known and may vary. For this project, the upper
4” of the AC pavement section is considered AC pavement and underneath it is
considered base material.”
c. Remove subsection 300-1.4, Payment of SSPWC and replace with the following:
“Payment for clearing and grubbing including recycling shall be considered included
in various bid items except for other removal items as listed and described in the bid
schedule”.
TECHNICAL PROVISIONS TP-10
spandrel.
B. Location of the construction FDLAPR are listed per Appendix A: Project Plan- Dig Outs.
Additional FDLAPR locations shall be determined by the Engineer during construction.
a) Construction of broken roadway cross and longitudinal gutters shall include removal of
existing concrete gutter from joint to joint and replacement of new concrete gutter (5,000
psi mix), to match existing flow line for gutter conditions and per SPPWC Std. Plan 122-3.
b) New PCC spandrel shall be graded in a manner where little to no water would pond along
the spandrel at each spandrel location. Contractor shall utilize a laser level to ensure that
water flow at spandrels that’re removed and replaced will not pond at the middle of the
c) After reconstruction of PCC spandrel, Contractor shall conduct a water test at each location
where a spandrel has been reconstructed to ensure proper water flow across each spandrel
location has been achieved.
J. FULL DEPTH LOCALIZED ASPHALT PAVEMENT REPAIR (DIG OUTS)
A. Full Depth Localized Asphalt Concrete Pavement Repair (FDLAPR) option shall include
the following:
1.) Remove 8” thick AC pavement section. As discussed above under subsection Part 2-
SPECIAL PROVISIONS, Clearing and Grubbing: “The existing AC pavement
section is not known and may vary. For this project, the upper 4” of the AC
pavement section is considered AC pavement and underneath it is considered base
material.”
2.) The exposed subgrade shall be scarified to a minimum depth of 8” inches, moisture
conditioned to the optimum moisture content, and recompacted to a minimum of
95% relative compaction.
3.) Construct 4” thick AC pavement section consisting of 4” AC over 6” thick crushed
aggregate base (CAB) over 8” scarified and compacted subgrade.
4” thick AC pavement shall consist of 2” AC wearing course, Type C2-PG 64-10,
on 2” thick AC base course, Type B-PG 64-10.
Wearing course for Dig Outs located along Walnut Grove Ave and San Gabriel
Blvd shall consist of ARHM GG-C (PG 64-16).
4.) Apply tack coat on the AC base course prior to construction of 2” AC wearing
course. Tack coat is further described below.
5.) The Contractor shall adjust all affected utility structures to grade per subsection 5,
Utilities, above.
C.
I. PORTLAND CEMENT CONCRETE (PCC) – CROSS AND LONGITUDINAL
GUTTERS
Payment: All cost to construct Full Depth Localized Asphalt Pavement Repair shall be
paid per Square Feet (SF) of the FDLAPR surface area and shall include removal of
pavement section, scarification, tack coat and construction of asphalt pavement section,
TECHNICAL PROVISIONS TP-11
) 2” DEEP L. COLD MILLING OF EXISTING AC PAVEMENT (
adjustment of utility structures to grade per subsection 5, Utilities above and under
applicable bid items.
K. TACK COAT
i. Tack Coat per subsection 302-5.4 of SSPWC and add the following:
1.) Tack coat material for overlay shall be PG 64-10 applied at a rate of 0.05 gallons per
square yard applied at a minimum of 350 degrees Fahrenheit from a distributor truck
with a functioning heating element capable of raising the temperature by 3 degrees
Fahrenheit per hour.
2.) On the construction of new AC pavement section, tack coat shall be applied on base
course before the wearing course is applied.
3.) Tack coat shall be placed so far ahead of paving that the tack coat is tracked away by
trucks from more than 20 percent of the tracked area.
4.) Tack coat for joints on trenches and remove and replace repairs shall be uniformly
applied at .20 gallons per square yard PG 64-10 or two coats SS1h applied uniformly
at .20 gallons per square yard each coat.
5.) The CONTRACTOR shall place the tack coat in a manner to prevent vehicles from
driving through the tack coat.
ii. Measurement and Payment subsection 302-5.4 of SSPWC, revise to:
Full compensation for tack coat shall be included in the Bid Item for AC coldmill and
overlay, and Full Depth Localized Asphalt Pavement Repairs of the Bid Schedule.
Cold mill shall conform to the provisions of Section 302.1 of the Standard Specifications For
Public Work Construction and add the following:
a. The Contractor shall cold mill existing AC pavement as specified on the plans.
b. During the cold milling operation, the Contractor shall sweep the street with mechanical
equipment and remove all loosened material from milled areas. The Contractor shall
abate dust nuisance by cleaning, sweeping, and sprinkling with water (recycled water, if
available) or other means as necessary.
c. All Asphalt Concrete material covering existing concrete improvement shall be removed
as directed by the City Engineer or his/her designee at no additional cost to the City.
d. After cold milling and removing the specified thickness of the existing asphalt concrete
layer and before adding the new asphalt concrete overlays, all damaged areas and cracks
TECHNICAL PROVISIONS TP-12
M. ASPHALT CONCRETE PAVEMENT OVERLAY
a) PREPARATION OF EXISTING ASPHALT SURFACE TO RECEIVE ASPHALT
OVERLAY
1.) The existing pavement surface to receive asphalt concrete overlay, shall be cleaned by
sweeping with a power broom, and shall be free of dust, dirt, vegetation, loose foreign
matter, grease, oil or any other type of objectionable surface films.
2.) Where vegetation exists on existing pavement surfaces, the vegetation should be
removed to the outer edges of the existing pavement and the resultant area shall be
treated with herbicide.
3.) Bumps, waves, depressions and corrugations which impair the riding qualities of the
existing pavement surfaces shall be removed or leveled to produce a smooth tight
surface.
4.) Where vegetation exists in cracks, the vegetation shall be removed and the cracks
cleaned to a depth of two inches where practical, treated and filled as directed by the
Engineer. All cracks shall be cleaned, free of moisture, treated with herbicide and
filled level to the surface with an asphalt based crack filler.
5.) Prior to applying overlay material, when all repairs are completed and the existing
surface has been thoroughly cleaned over the full width to be treated, a tack coat shall
be applied to ensure uniform and complete adherence of the overlay. Particular care
shall be taken to thoroughly clean the outer edges of the existing pavement to be treated.
shall be repaired, sealed and patched properly. Cracks wider than ¼” should be sealed,
loose pavement removed and patch, spalls repaired, and broken slabs or punch outs
replaced. all joints and cracks greater than ¼ inch and less than 1 ½ inches in size shall be
filled with Crafco Polyflex III or equal. Filler shall be within 1/8 inch below and flush with
existing pavement surface and squeegeed, as necessary, to attain this result. If any
localized deep failure area is observed after grinding, the existing pavement section within
such area should be completely removed and replaced with new asphalt concrete and base
section.
b) ASPHALT CONCRETE PAVEMENT
The Contractor shall incorporate the following exceptions, additions or deletions to Section
302-5, “Asphalt Concrete Pavement”, (SSPWC):
1.) Roadway asphalt pavement overlay shall be C2 PG 64-10.
TECHNICAL PROVISIONS TP-13
2.) Asphalt pavement overlay and reconstruction shall include the adjustment of manholes
and other structure to grade per Subsection 403-3 of the SSPWC and adjustment of
other utility structures to grade per subsection 5 above.
3.) Rolling shall comply with Sections 302-9.5 and 302-5.6 of the Standard Specifications.
Rolling along a joint shall be such that the widest part of the roller is on the hot side of
the joint. Join lines between successive runs shall be within 6 inches of lane lines or a
minimum of 12 feet outside of the outer most lane line.
4.) Removal of all AC slurry seal residue from gutter lip should be completed prior to
paving. Diesel fuel shall not be used for cleaning purposes within the limits of this
project.
5.) Contractor shall have sufficient power brooms on site during all periods if distribution
on site during all periods of distribution and spreading to provide cleanup of haul routes
and work areas. Power brooms shall provide miscellaneous cleanup of AC spoils as
directed by the Engineer. Power brooms shall not be operated more than 80% full of
sweepings.
6.) Contractor shall maintain a functioning infrared heat measurement device in close
proximity to each paving machine at all times. Contractor shall provide a pavement
temperature reading, with an infrared heat measurement instrument, when requested
by the Engineer. INACCESSIBILITY OF A HEAT MEASUREMENT SHALL BE
CAUSE FOR TERMINATION OF PAVING OPERATION.
7.) Two initial complete passes with the breakdown roller shall be provided. Initial
breakdown rolling shall be performed close enough to the paving machine and at a
pavement temperature high enough such that pavement temperature after two passes
exceeds 240 degrees Fahrenheit.
8.) Immediate rolling shall be provided such that a total of six passes are performed before
pavement temperature drops below 200 degree Fahrenheit.
9.) The Contractor shall join all gutter lips such that the finished AC surface is three-
eighths (3/8") inches above gutter lip.
10.) Temporary asphalt concrete work where required by the Engineer for traffic control or
other purposes shall be considered included in the price of bid items and no additional
compensation will be allowed therefor.
11.) To avoid picking up loose rock in the overlay area, the tires of all trucks must be lightly
oiled with linseed oil or soybean oil or approved equal. Diesel fuel will not be allowed
on the project at all for oil down of any equipment.
12.) Watering of area to prevent tracking of material will be allowed if no water enters the
storm drain system and the Contractor adheres to all local and state water quality
regulations, and these Contract Documents.
TECHNICAL PROVISIONS TP-14
a) Prior to the beginning of slurry operations for each street, the Contractor shall remove all
pavement markings and striping by wet sandblasting or approved method by Engineer. All
pavement markings and striping removed shall be restored and reinstalled within 48 hours
after the slurry application has finished curing for each street or as approved by the City
Engineer. Marking and striping shall be per plans and SUBSECTION “O” PAVEMENT
STRIPING AND MARKERS.
13.) Rolling along a joint shall be such that the widest part of the roller is on the cold side
of the joint.
14.) Rubber tire rollers shall be used on any leveling course.
15.) At a minimum, two complete passes with the breakdown roller shall be
provided. Initial breakdown rolling shall be performed close enough to the paving
machine and at a pavement temperature high enough such that the pavement
temperature after two passes exceeds 240 degrees Fahrenheit. Intermediate rolling
shall be provided such that a total of six passes are performed before pavement
temperature drops below 200 degrees Fahrenheit. An additional intermediate roller
may be required to achieve this result. A finish roller shall be provided in addition to
intermediate rolling.
16.) Trunk Sewer Manholes shall be adjusted by the contractor per Los Angeles County
Sanitation District procedure.
17.) At least 15 working days prior to commencing work, the Contractor shall submit a cold
mill and paving schedule to the Agency for approval. This schedule shall allow
residents on the streets to be cold milled and paved ample “on street” parking within a
reasonable distance from their homes. Based upon the schedule, the Contractor will
notify schools, residents, and businesses of the proposed work and post temporary “NO
PARKING” signs at no cost to the Agency. The “NO PARKING” signs will be in
place not less than 72 hours prior to performing the work; therefore, a request for
changes in the schedule requiring additional posting shall be submitted by the
Contractor for approval by the Engineer at least 10 working days prior to the streets
affected. The contractor shall coordinate with City’s street sweeping and trash
hauling contractors and schedules to avoid conflicts. A map showing street sweeping
and trash collection services will be provided to the awarded contractor for reference.
Payment:
Full compensation of asphalt pavement overlay shall be included in the Bid Item construct
2” AC overlay and it shall be paid per TON and shall include AC overlay, preparation,
application of tack coat and is to be in compliance with all the applicable requirements as
stated in the Contract Documents.
N. SLURRY SEAL
TECHNICAL PROVISIONS TP-15
i) At least 6 working days prior to commencing work, the Contractor shall submit a
spreading schedule to the Agency for approval. This schedule shall allow residents on the
streets to be slurried ample “on street” parking within a reasonable distance from their
homes. Based upon the spreading schedule, the Contractor will notify schools, residents,
and businesses of the proposed work and post temporary “NO PARKING” signs at no
cost to the Agency. The “NO PARKING” signs will be in place not less than 72 hours
prior to performing the work; therefore a request for changes in the schedule requiring
additional posting shall be submitted by the Contractor for approval by the Engineer at
least 72 hours prior to sealing the streets affected.
b) Slurry seal shall be in accordance with Section 503.5 of the Standard Specifications for
Public Works Construction.
c) Subsection 203-5.2, “General”, (SPPWC), amend and delete slow set type emulsified
asphalt
The latex additive shall be mixed with the emulsion at the plant in accordance with the
following:
Add 2 ½ gallons of Ultrapave 65K or equivalent for every 100 gallons of Quick-Set
Emulsion (CQSI-H).
d) Subsection 203-5.5.2.1 Aggregate, (SPPWC), aggregate shall be Type II Slurry
e) Subsection 302-4, Slurry Seal Surfacing, (SPPWC), adds the following:
The contractor shall thoroughly sweep or clean the surface, to the satisfaction of the
Engineer, prior to application of the slurry.
Transit-Mix trucks shall not be used.
All weighmaster’s certificates required by the Standard Specifications, or these Technical
Provisions shall be furnished by the contractor at no cost to the Agency.
The application rate of type II slurry has been estimated at 1,200 square feet per extra-
long ton however, the slurry mixture shall be applied at a rate as approved or directed by
the Engineer.
f) Prior to the beginning of slurry operations, the Contractor shall furnish current licensed
weighmaster’s certificates indicating the net weight capacity of the aggregate bin of each
slurry mixer. Except for partial loads to complete the day’s schedule, or for patching, each
mixer shall be filled to its rated capacity. The Engineer and the Contractor shall each keep
a daily count of the number of loads and/or partial loads applied to the streets by each
slurry mixer. Each aggregate bin shall have permanent calibration marks in maximum
increments or 2 tons.
g) Each slurry crew shall be composed of a coordinator at the project site at all times, a
competent quick set mixing operator, a competent driver and sufficient laborers for any
handwork, cleanup and barricading.
h) Streets having inverted shoulders shall be sealed to the outer edge of the existing
shoulders. Spreaders to be used for this operation shall meet the approval of the Agency.
Adjacent passes shall not overlap more than 12 inches.
TECHNICAL PROVISIONS TP-16
k) The City will require the Contractor to distribute a “Public Notice”, provided by the
Agency, to each residence affected by the program. Said notice shall be attached to a red
information hanger provided by the contractor and hung on the front door knob no later
than one week in advance of the project start date.
l) All complaints received by the City associated with the application of the Slurry Seal
alleging damage to private property and vehicles shall be responded to by the Contractor
within 24 hours of notification. Failure to comply with this provision may result in a
penalty of $50.00 per occurrence.
m) The Contractor shall supply the Engineer with licensed weighmaster’s certificates of
weight for all aggregates delivered to the job during the course of each day. Aggregate so
certified as being delivered for use in the contract shall be used only in the slurry mixture,
or when approved by the Engineer, may at no cost to the Agency be spread over freshly
applied slurry to prevent tracking or damage to the slurry as required in the Standard
Specifications. The Contractor shall also present weighmaster’s certificates for the
amount of such aggregate remaining unused at the completion of the contract. Payment
shall be determined by deducting the amount of unused aggregate from the total amount
of aggregate delivered, all as shown on the licensed weighmaster’s certificates and shall
be confirmed by multiplying the number of loads spread by each slurry mixer times the
net weight capacity of each mixer as determined by the weighmaster’s certificates.
n) Adjustment shall be made in the calculations for partial loads and the quantity of
aggregate used to prevent tracking shall be deducted when determining the two quantities.
If there is an unaccountable difference between the two quantities, final payment will be
determined by the method showing the lesser amount of aggregate used. The Contractor
will be required to work around all existing utility facilities and seal up said facilities.
During sealing operations, the Contractor shall cooperate with the citys of any utility
covers and shall cover and completely protect said covers with heavy plastic or other
suitable material. The Contractor shall exercise care to prevent slurry from being
deposited on concrete surfaces and shall remove slurry from surfaces not designated to be
sealed.
o) The Contractor shall provide an operator and a self-propelled 10 ton pneumatic roller with
a tire pressure of 50 PSI and equipped with a water spray system and shall roll all cul-de-
sacs and knuckles and any other slurried street areas as designated by the Engineer. The
Contractor shall roll these streets, the same day as they are slurried and will be
responsible for proper scheduling of the work such that the rolling can be properly done
within the given time constraint.
j) Slurry Sealing is to be scheduled during day time with one lane open in each direction and
access shall be provided to all properties. Due to the nature of this project involving some
inconvenience to residents, work shall be phased as described above, a good Public
Relations Program is mandatory and evidence of satisfactory past performance in this area
will be required.
TECHNICAL PROVISIONS TP-17
O. PAVEMENT STRIPING AND MARKERS:
1. General
a. All work shall conform to the latest edition of Caltrans Standard Plans, Standard
Specifications, and California Manual on Uniform Traffic Control Devices (CAMUTCD).
b. Pavement striping and markers including centerlines, lane lines, limit lines, crosswalks,
legends and all other pavement markings shall be thermoplastic. Traffic striping, raised
pavement markers, reflective materials, the application of thermoplastic striping and
pavement markings, and the installation of raised pavement markers shall conform to the
provisions in the Caltrans Standard Specifications, Sections 84, “Traffic Stripes and
Pavement Markings” and Section 85, “Pavement Markers”.
c. Striping details, pavement legends and symbols shall conform to those in Caltrans Standard
Plans. Pavement legends and symbols shall be white, unless noted otherwise.
d. Lane line and/or centerline pavement delineation, where existing or called for on the Plans,
shall be provided at all times for traveled ways open to public traffic. Whenever the Work
causes obliteration of pavement delineation, temporary pavement delineation or permanent
traffic stripes of the appropriate color and detail shall be in place. In the locations shown
on the Plans, prior to opening the travelled way to public traffic.
e. Striping shall be cat tracked during normal working hours of Monday through Friday from
7:00am to 4:00pm. Once cat tracking has been completed, the cat tracking shall need to be
approved by the City Inspector prior to final installation. Temporary striping (white/yellow
reflective tabs) shall be installed within 24 hours and permanent striping shall be applied
no sooner than one week after overlay and no later than 14 days after overlay.
f. Once cat tracking has been approved by City Inspector, permanent roadway striping shall
be conducted during the after-hours in order to reduce impacts to local traffic. Working
hours for permanent roadway striping and marking shall only be conducted Monday
through Friday between 8:00 pm to 5:00 am. All traffic lanes shall be reopened to
traffic by 5:00am. Sufficient cure time shall be accounted for to reduce paint transfer to
vehicle wheels from any fresh roadway striping and marking once lanes are reopened to
traffic.
g. All conflicting existing striping, painted symbols and raised pavement markers shall be
removed. The removal of painted markings and raised pavement markers shall conform to
the provisions of the Caltrans Standard Specifications. Removal of existing pavement
markings on areas where there will be no AC pavement cold milling and overlay shall be
p) Full Compensation for complying with the above requirements except, restoration and
installation of pavement marking and stripping, shall be paid per Square Feet unit price of
applied area for QUICK SET EMULSION AGGREGATE SLURRY, TYPE II
(CATIONIC) WITH 2 ½ PERCENT LATEX ADDITIVE, under applicable bid items.
TECHNICAL PROVISIONS TP-18
done by wet sandblasting or other method approved by the Engineer. All costs shall be
included in the bid items for striping and AC and no additional compensation shall be
allowed.
h. Thermoplastic pavement marking materials and installation shall conform to Caltrans
Standard Specifications Section 84-2. Materials shall consist of extruded Alkyd Binder
Thermoplastic in conformance with State Specification 8010-19A. Application shall be by
ribbon or extruded methods only (no spraying).
i. Pavement damaged due to removing raised pavement markers shall be repaired to the
satisfaction of the City Inspector.
j. All lane lines at intersection approaches and departures shall begin and end with 50-feet of
4-inch solid white line.
k. Payment
Pavement marking and striping shall be paid per Lump-Sum and shall include removal of
existing pavement striping, legend and markings and installation of new pavement striping,
legend and marking as indicated on the plan and under applicable bid schedule items.
P. TREE REMOVALS AND REPLACEMENT
a) Tree planting shall conform with Standard Plans for Public Works Construction Standard
Plan 520-4.
b) Contractor shall ensure that installation of an arborgard tree wrap is installed at the base of
the tree for each of the trees that are installed per bid schedule.
c) Bid items for installation of new trees shall include scope of work for restoration of parkway
to match surrounding area where the trees were removed from and replaced.
Q. PROJECT CLOSEOUT DOCUMENTS:
1. PROJECT CLOSEOUT DOCUMENTS:
Within 10 calendar days of completion of the project, the Contractor shall submit project close out
documents, including: Drawings showing as-built conditions with red pencil; All warranties and
guarantees; All paperwork required for labor compliance; All final lien releases; All other project
related documents requested by the City.
In entering into a public works contract, or a subcontract, to supply goods, services, or materials
pursuant to a public works contract, the Contractor, or subcontractors, offers and agrees to assign to
the awarding body all rights, title and interest in, and to, all causes of action it may have under Section
4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing
with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from
purchases of goods, services, or materials pursuant to the public work’s contract or subcontract.
TECHNICAL PROVISIONS TP-19
This assignment shall be made and become effective at the time the awarding body tenders final
payment to the Contractor, without further acknowledgment by the parties.
Any contract entered into pursuant to this notice shall become effective or enforceable against the
City only when the formal written contract has been duly executed by the appropriate officers of the
City.
Submittal of the bid assumes that the Bidder has made a thorough and complete investigation of the
project site and that has discovered no apparent discrepancies between the scope of work set forth in
the plans and specifications and the actual field conditions.
BY ORDER of the City of Rosemead, California.
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX A – PROJECT PLANS
Underground Service Alert
Call: TOLL FREE
811
TWO WORKING DAYS BEFORE YOU DIG
APPROVED
CITY ENGINEER
SHEET 1 OF 23 DWG. NO. 4
DATE
MAY 2026
SHEET
#
INDEX OF PLAN SHEETS
1 TITLE SHEET
2-8 AERIAL VIEW OF PROJECT LOCATIONS
9 GENERAL NOTES
10-11 REHAB SCOPE AND DETAILS LIST
12 MARKING & STRIPING NOTES
13-23 MARKING & STRIPING
LEGEND
ROADWAY REHAB - COLD-MILL 2 " EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING
COURSE SHALL BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
ROADWAY REHAB – CONSTRUCT QUICK SET EMULSION AGGREGATE SLURRY TYPE II (CATIONIC)
WITH 2½ PERCENT LATEX ADDITIVE. WORK TO INCLUDE CRACK SEALING AND REMOVAL OF EXISTING
STRIPING AND PAVEMENT MARKINGS, PRIOR TO APPLYING SLURRY SEAL.
ALLEY WAY REHAB – COLD-MILL 2” EXISTING ASPHALT CONCRETE AND CONSTRUCT 2” AC (WEARING
COURSE SHALL BE C2 PG-64-10). WORK INCLUDES CRACK SEALING.
DIG OUTS: WORK INCLUDES REMOVE EXISTING AC PAVEMENT SECTION TO 7” DEPTH. CONSTRUCT 2”
AC WEARING COURSE MIX TYPE C2-PG 64-10 OVER 5" CRUSHED AGGREGATE BASE (CAB) OVER 8"
SCARIFIED AND COMPACTED SUBGRADE.
CITY LIMITS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
TITLE SHEET
CITY OF ROSEMEAD, CALIFORNIA
FY 25-26 ANNUAL PAVEMENT REHABILITATION, PROJECT No. 21850
TO BE SUPPLEMENTED BY 2021 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
AND
2021 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 4
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
SHEET 5
SHEET 2
SHEET 3
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 2 OF 23
NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850 AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
ROADWAY REHAB - COLD-MILL 2" EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING COURSE
SHALL BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
EARLE AVENUE BARTLETT AVENUE MARSHALL STREET
OLNEY STREET
OLNEY STREET
MARSHALL STREET WALNUT GROVE AVE
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 3 OF 23
NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
GARVEY AVENUE
BEATRICE PLACE BURTON AVENUE MUSCATEL AVENUE IVAR AVENUE EMERSON PLACE
ROADWAY REHAB - COLD-MILL 2" EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING COURSE SHALL
BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
ROADWAY REHAB – CONSTRUCT QUICK SET EMULSION AGGREGATE SLURRY TYPE II (CATIONIC) WITH 2½ PERCENT
LATEX ADDITIVE. WORK TO INCLUDE CRACK SEALING AND REMOVAL OF EXISTING STRIPING AND PAVEMENT
MARKINGS, PRIOR TO APPLYING SLURRY SEAL.
CITY LIMITS
WHITMORE STREET
WHITMORE STREET
HEGLIS AVENUE
HEGLIS AVENUE DRIGGS AVENUE
GARVEY AVENUE
RAMONA BOULVARD ROSEMEAD PLACE GARVEY AVENUE
LEYBURN DRIVE
KAHNS DRIVE
CORTADA STREET ROSEMEAD PLACE CHARLOTTE AVE BARTLETT AVENUE HELLMAN AVENUE
ARTSON ST WALNUT GROVE AVENUE DOROTHY ST
APPROVED BY:
CITY ENGINEER DATE
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Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 4 OF 23
NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
ROADWAY REHAB - COLD-MILL 2" EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING COURSE
SHALL BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
ROADWAY REHAB – CONSTRUCT QUICK SET EMULSION AGGREGATE SLURRY TYPE II (CATIONIC) WITH 2½
PERCENT LATEX ADDITIVE. WORK TO INCLUDE CRACK SEALING AND REMOVAL OF EXISTING STRIPING AND
PAVEMENT MARKINGS, PRIOR TO APPLYING SLURRY SEAL.
ALLEY WAY REHAB – COLD-MILL 2” EXISTING ASPHALT CONCRETE AND CONSTRUCT 2” AC (WEARING COURSE
SHALL BE C2 PG-64-10). WORK INCLUDES CRACK SEALING
CITY LIMITS
KLINGERMAN ST KLINGERMAN ST
ALLEYWAY WEST OF WALNUT GROVE AVE BETWEEN
FERN AVE AND KLINGERMAN ST THIS SEGMENT TO BE COMPLETED DURING AFTER HOURS IN ORDER TO AVOID IMPACTS
TO NEARBY SCHOOL
ALLEYWAY EAST OF WALNUT GROVE AVE BETWEEN FERN AVE AND KLINGERMAN ST GLADYS AVENUE DELTA AVENUE EARLE AVENUE WILLARD AVENUE LAPRESA AVENUE BARTLETT AVENUE MUSCATEL AVENUE STINGLE AVENUE RIVER AVENUE ANGELUS AVENUE DELTA AVENUE EARLE AVENUE PALJAY AVENUE LAPRESA AVENUE BARTLETT AVENUE DUBONNET AVENUE STINGLE AVE & RIVER AVE ROADWAY SEGMENTS ARE TO BE COMPLETED DURING
AFTER HOURS (8PM TO 5AM) IN ORDER TO AVOID IMPACTS TO THESE COMMERCIAL ZONED STREETS
GARVEY AVENUE WALNUT GROVE AVENUE FERN AVENUE FERN AVENUE
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 5 OF 23
NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
ROADWAY REHAB - COLD-MILL 2" EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING COURSE
SHALL BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
ROADWAY REHAB – CONSTRUCT QUICK SET EMULSION AGGREGATE SLURRY TYPE II (CATIONIC) WITH 2½
PERCENT LATEX ADDITIVE. WORK TO INCLUDE CRACK SEALING AND REMOVAL OF EXISTING STRIPING AND
PAVEMENT MARKINGS, PRIOR TO APPLYING SLURRY SEAL.
ALLEY WAY REHAB – COLD-MILL 2” EXISTING ASPHALT CONCRETE AND CONSTRUCT 2” AC (WEARING COURSE
SHALL BE C2 PG-64-10). WORK INCLUDES CRACK SEALING
CITY LIMITS
EMERSON PLACE
HELLMAN AVE
ALLEY EAST OF DEL MAR AVE FROM HELLMAN AVE TO HERSHEY ST JACKSON AVENUE ISABEL AVENUE BRIGHTON ST EVELYN AVENUE DEL MAR AVENUE DOROTHY ST
ALLEY EAST OF DEL MAR AVE FROM HERSHEY ST TO DOROTHY ST
ALLEY EAST OF DEL MAR AVE FROM DOROTHY ST TO SOUTH
END – THIS ALLEY TO BE ADDRESSED DURING AFTER HOURS TO LIMIT IMPACTS TO MAGNET SCHOOL
HERSHEY ST EVELYN AVENUE PROSPECT AVENUE EMERSON PLACE DELTA ST
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 6 OF 23 NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE. DIG OUTS: WORK INCLUDES REMOVE EXISTING AC PAVEMENT SECTION TO 7” DEPTH.
CONSTRUCT 2” AC WEARING COURSE MIX TYPE C2-PG 64-10 OVER 5" CRUSHED AGGREGATE
BASE (CAB) OVER 8" SCARIFIED AND COMPACTED SUBGRADE – SCOPE TO INCLUDE
RESTORATION OF ALL STRIPING AND RPM’s THAT ARE DISTURBED DURING ROADWAY
RESTORATIONS.
WALNUT GROVE AVENUE 4121 WALNUT GROVE AVENUE
4151 WALNUT GROVE AVENUE
4126 WALNUT GROVE AVENUE WALNUT GROVE AVENUE 4302 WALNUT GROVE AVENUE 8705 LOFTUS DR BARTLETT AVENUE MARSHALL ST DELTA AVENUE CHERIETTE AVENUE 8407 MARSHALL ST 3333 DELTA AVE DELTA AVENUE 3214 BURTON AVE BURTON AVENUE BRIGHTON ST DOROTHY ST
8522 VALLEY BLVD
3202 BURTON AVE
3205 BURTON AVE
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 7 OF 23
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LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE. DIG OUTS: WORK INCLUDES REMOVE EXISTING AC PAVEMENT SECTION TO 7” DEPTH.
CONSTRUCT 2” AC WEARING COURSE MIX TYPE C2-PG 64-10 OVER 5" CRUSHED AGGREGATE
BASE (CAB) OVER 8" SCARIFIED AND COMPACTED SUBGRADE– SCOPE TO INCLUDE
RESTORATION OF ALL STRIPING AND RFM’s THAT ARE DISTURBED DURING ROADWAY
RESTORATIONS.
GARVEY AVENUE
3000 BARTLETT AVENUE 8826 RAMONA BLVD
2640 RIVER AVE RIVER AVE BARTLETT AVENUE FERN AVENUE MUSCTAEL AVENUE 8733 FERN AVENUE
2717 WILLARD AVE WILLARD AVENUE 7769 EMERSON PLACE EVELYN AVENUE BARTLETT AVENUE DEL MAR AVENUE EMERSON PLACE 7768 EMERSON PLACE 7764 EMERSON PLACE
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.4 WORKING DAYS BEFORE YOU DIG SHEET 8 OF 23
NOT TO SCALE
LEGEND
MAY 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE. DIG OUTS: WORK INCLUDES REMOVE EXISTING AC PAVEMENT SECTION TO 7” DEPTH.
CONSTRUCT 2” AC WEARING COURSE MIX TYPE C2-PG 64-10 OVER 5" CRUSHED AGGREGATE
BASE (CAB) OVER 8" SCARIFIED AND COMPACTED SUBGRADE– SCOPE SHALL INCLUDE
RESTORATIONS OF ALL STRIPING AND RPM’s THAT ARE DISTURBED DURING ROADWAY
RESTORATIONS.
2730 GLADYS AVE FERN AVE
7550 FERN AVE
2458 JACKSON AVE
HIGHCLIFF ST
7661 HIGHCLIFF ST 7550 HELLMAN AVE PROSPECT AVENUE GLADYS AVENUE JACKSON AVE JACKSON AVE WILMAR PL
HELLMAN AVE RIVER AVENUE 2628 RIVER AVE RIVER AVENUE 2720 RIVER AVE
DOROTHY ST BRIGHTON ST
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
GENERAL NOTES
SHEET 9 OF 23
GENERAL NOTES
1- ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION", LATEST EDITION, AND ALL SUPPLEMENTS, EXCEPT WHERE OTHERWISE SPECIFIED;
THE NOTES AND DETAILS ON THE DRAWINGS; AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS;
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD); CALTRANS STANDARD PLANS
LATEST EDITION; THE GENERAL PROVISIONS (PART 1); AND THE SPECIAL PROVISIONS (PART 2).
2- APPLICATION FOR INSPECTION TO THE CITY OF ROSEMEAD DEPARTMENT OF PUBLIC WORKS SHALL BE MADE
BY THE CONTRACTOR BEFORE THE SERVICES THEREOF WILL BE REQUIRED. REQUESTS FOR INSPECTION
SHALL BE MADE 48 HOURS IN ADVANCE OF REQUIRED INSPECTION.
3- WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE COMPLETED WITHOUT DELAY SO AS TO PROVIDE
MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
4- THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT
PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR
DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION
ACTIVITIES.
5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND
RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF ROSEMEAD.
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
6- NO TRENCHES MAY BE LEFT OPEN OVERNIGHT UNLESS APPROVED BY THE CITY ENGINEER.
7- IF ANY UTILITIES OR FACILITIES CONFLICT WITH PROPOSED IMPROVEMENTS, ALL WORK SHALL STOP, AND THE CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
8- THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (U.S.A.) AS REQUIRED PRIOR TO THE START
OF WORK. UPON EXPOSING ANY UTILITY'S UNDERGROUND FACILITY THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY PURVEYOR.
9- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES WITHIN THE
ALIGNMENT OF THE PROPOSED IMPROVEMENTS, AND IN THE EVENT OF SUBSTRUCTURE DAMAGE, HE SHALL
BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT.
10- THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR PERFORM ANY WORK PERTAINING TO THE
PROJECT BETWEEN 4:00 P.M. AND 7:00 A.M. ON ANY DAY NOR ON SATURDAY, SUNDAY, HOLIDAY AT ANY TIME
EXCEPT AS APPROVED BY THE ENGINEER.
11- TREES, FOLIAGE, SIGNS, AND OTHER IMPROVEMENTS SHALL BE PROTECTED IN PLACE AND ANY DAMAGE TO
EXISTING IMPROVEMENTS SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT THEIR COST TO THE
SATISFACTION OF THE ENGINEER.
12- THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIALS SHALL BECOME HIS PROPERTY AND SHALL
BE REMOVED FROM THE JOB-SITE UNLESS INSTRUCTED BY THE CITY ENGINEER TO DO OTHERWISE.
13- THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE WORK TO PROVIDE FOR PUBLIC
SAFETY AND CONVENIENCE.
14- THE CONTRACTOR SHALL ADJUST ALL UTILITIES COVERS TO FINISHED GRADE AT THEIR COST.
15- THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE COMPLETION OF THE PROPOSED
IMPROVEMENTS PER THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.) TO THE SATISFACTION OF
THE CITY ENGINEER.
16- THE CONTRACTOR SHALL PROVIDE A 72-HOUR NOTIFICATION TO THE AFFECTED PROPERTIES, POLICE
DEPARTMENT, AND FIRE DEPARTMENT IN THE EVENT OF A CHANGE IN STREET CLOSURE TO TRAFFIC AND/OR
PUBLIC SAFETY VEHICLES, PARKING RESTRICTIONS, AND ON EACH MONDAY MORNING DURING THE
CONSTRUCTION PERIOD.
17- AS REQUIRED BY THE CITY ENGINEER, THE CONTRACTOR SHALL FURNISH AND OPERATE A SELF-LOADING
MOTOR SWEEPER WITH SPRAY NOZZLES AT LEAST TWICE EACH WORKING DAY TO KEEP PAVED AREAS
ACCEPTABLY CLEAN WHEREVER CONSTRUCTION, INCLUDING RESTORATION, IS INCOMPLETE.
NPDES NOTES
1- ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE
TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE
COURSES, OR WIND.
2- STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
3- FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE
WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL
APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST
BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE
WASHED INTO THE DRAINAGE SYSTEM.
4- EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE
UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
5- TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
6- SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE
TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST
BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
7- ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.
8- SEE SPECIFICATIONS FOR APPLICABLE BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE
CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORM WATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA 2003, OR THE LATEST REVISED
EDITION, WHICH MAY APPLY DURING CONSTRUCTION (ADDITIONAL MEASURES MAY BE
REQUIRED IF DEEMED APPROPRIATE BY INSPECTOR):
GENERAL TRAFFIC CONTROL NOTES
1- ALL TRAFFIC CONTROL FOR CONSTRUCTION SHALL CONFORM TO PART 6-TEMPORARY TRAFFIC CONTROL OF
THE CA MUTCD, ANY ADDENDUMS TO OR LATEST EDITION AND O.S.H.A REQUIREMENTS.
2- THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., PROPERLY INSTALLED
PRIOR TO COMMENCING WITH CONSTRUCTION.
3- THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL SIGNS, DELINEATORS, ETC., TO ENSURE PROPER
FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET.
4- ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY TO ASSURE PUBLIC
SAFETY AT ALL TIMES.
5- THE CONTRACTOR SHALL UTILIZE FLAG MAN DURING CONSTRUCTION WORK AS DEEMED NECESSARY BY THE
CITY ENGINEER.
6- ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS.
7- STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEERING PRIOR TO FINAL INSTALLATION.
8- MAINTAIN ONE TRAFFIC LANE ON BOTH DIRECTIONS AT ALL TIMES.
9- ALL TRAFFIC LANES MUST BE OPEN AT THE END OF WORK HOURS EACH DAY.
10- ANY DEVIATION TO THE TRAFFIC LANE REQUIREMENTS SHALL REQUIRE THE CITY ENGINEER'S APPROVAL A
MINIMUM 24 HOURS ADVANCE NOTICE.
11- SEE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS FOR OTHER TRAFFIC CONTROL REQUIREMENTS.
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF
PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR BID
PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL
ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
Order Street Name Begin Location End Location Area (SF) SCOPE MANHOLES (EA) METER/VALVE COVERS (EA) SHEET NUMBER REFERENCE
1 EARLE AVE MARSHALL ST OLNEY ST 19,040 R – ROADWAY REHAB 2 1 SHEET 2 & 13
2 BARTLETT AVE MARSHALL ST OLNEY ST 21,964 R – ROADWAY REHAB 1 5 SHEET 2 & 13
3 CHARLOTTE AVE ARTSON ST HELLMAN AVE 12,792 R – ROADWAY REHAB 2 1 SHEET 3 & 13
4 PROSPECT AVE HELLMAN AVE EMERSON PL 39,612 R – ROADWAY REHAB 3 8 SHEET 5 & 13
5 EMERSON PL EVELYN AVE DEL MAR AVE 16,106 R – ROADWAY REHAB 7 1 SHEET 5 & 14
6 GLADYS AVE GARVEY AVE SOUTH END 22,585 R – ROADWAY REHAB 1 4 SHEET 4
7 BURTON AVE RAMONA BLVD GARVEY AVE 104,000 R – ROADWAY REHAB 18 18 SHEET 3 & 15
8 MUSCATEL AVE RAMONA BLVD GARVEY AVE 107,250 R – ROADWAY REHAB 18 12 SHEET 3 & 16
9 IVAR AVE RAMONA BLVD GARVEY AVE 104,640 R – ROADWAY REHAB 21 21 SHEET 3 &16
10 BEATRICE PL ROSEMEAD PL WEST END CUL-DE-SAC 11,680 SS – ROADWAY REHAB 1 1 SHEET 3 & 17
11 EMERSON PL ROSEMEAD PL WEST END CUL-DE-SAC 11,850 SS – ROADWAY REHAB 1 0 SHEET 3 & 17
12 WHITMORE ST ROSEMEAD PL WEST END CUL-DE-SAC 16,150 SS – ROADWAY REHAB 1 1 SHEET 3 & 17
13 CORTADA ST ROSEMEAD PL WEST END CUL-DE-SAC 16,670 SS – ROADWAY REHAB 2 0 SHEET 3 & 17
14 WHITMORE ST ROSEMEAD PL DRIGGS AVE 33,940 R – ROADWAY REHAB 5 11 SHEET 3 & 17
15 LEYBURN DR WHITMORE SR NORTH END CUL-DE-SAC 19,050 SS – ROADWAY REHAB 4 5 SHEET 3
16 KAHNS DR LEYBURN DR EAST END CUL-DE-SAC 5,050 SS – ROADWAY REHAB 1 1 SHEET 3
17 HEGLIS AVE WHITMORE ST NORTH END CUL-DE-SAC 9,950 SS – ROADWAY REHAB 2 0 SHEET 3
18 HEGLIS AVE WHITMORE ST DRIGGS AVE 18,100 SS – ROADWAY REHAB 2 0 SHEET 3
19 DRIGGS AVE HEGLIS AVE WHITMORE ST 17,436 SS – ROADWAY REHAB 4 6 SHEET 3
20 RIVER AVE GARVEY AVE SOUTH END CUL-DE-SAC 47,580 R – ROADWAY REHAB 7 3 SHEET 4 & 18
21 STINGLE AVE GARVEY AVE SOUTH END CUL-DE-SAC 45,680 R – ROADWAY REHAB 2 9 SHEET 4 & 18
22 MUSCATEL AVE GARVEY AVE FERN AVE 40,650 R – ROADWAY REHAB 7 5 SHEET 4 & 18
23 MUSCATEL AVE FERN AVE KLINGERMAN ST 44,869 SS – ROADWAY REHAB 2 2 SHEET 4 & 18
24 DUBONNET AVE FERN AVE MUSCATEL AVE 21,620 R – ROADWAY REHAB 1 1 SHEET 4 & 23
25 BARTLETT AVE GARVEY AVE FERN AVE 40,700 SS – ROADWAY REHAB 6 2 SHEET 4
26 BARTLETT AVE FERN AVE KLINGERMAN ST 41,390 SS – ROADWAY REHAB 3 0 SHEET 4 & 19
27 LA PRESA AVE GARVEY AVE FERN AVE 39,660 SS – ROADWAY REHAB 3 3 SHEET 4 & 19
28 LA PRESA AVE FERN AVE KLINGERMAN ST 41,380 SS – ROADWAY REHAB 4 0 SHEET 4 & 19
29 PALJAY AVE FERN AVE KLINGERMAN ST 41,430 SS – ROADWAY REHAB 18 18 SHEET 4 & 19
30 FERN AVE WALNUT GROVE AVE EAST END CUL-DE-SAC 54,050 SS – ROADWAY REHAB 23 23 SHEET 4 & 19
31 DELTA AVE GARVEY AVE FERN AVE 39,840 SS – ROADWAY REHAB 1 0 SHEET 4 & 20
32 EARLE AVE GARVEY AVE FERN AVE 39,330 SS – ROADWAY REHAB 18 12 SHEET 4 & 20
33 WILLARD AVE GARVEY AVE FERN AVE 40,630 R – ROADWAY REHAB 21 21 SHEET 4 & 21
34 ANGELUS AVE FERN AVE KLINGERMAN ST 43,060 R – ROADWAY REHAB 2 2 SHEET 4 & 18
35 DELTA AVE FERN AVE KLINGERMAN ST 40,400 R – ROADWAY REHAB 1 1 SHEET 4 & 21
36 EARLE AVE FERN AVE KLINGERMAN ST 41,760 SS – ROADWAY REHAB 1 0 SHEET 4 & 22
37 KLINGERMAN ST ANGELUS AVE WALNUT GROVE AVE 79,990 SS – ROADWAY REHAB 1 1 SHEET 4 & 18
38 KLINGERMAN ST WALNUT GROVE AVE EAST END CUL-DE-SAC 42,730 SS – ROADWAY REHAB 1 0 SHEET 4 & 22
39 ACROSS FROM 1140 SAN GABRIEL BLVD EAST OF DELTA AVE APPROX. 300 WEST OF ROSE GLEN AVE 1,800 R – ROADWAY REHAB 0 0 SHEET 5 & 23
40 ALLEY EAST OF DEL MAR AVE HELLMAN AVE HERSHEY ST 4,720 R – ALLEY REHAB 1 0 SHEET 5
41 ALLEY EAST OF DEL MAR AVE HERSHEY ST DOROTHY ST 4,760 R – ALLEY REHAB 0 0 SHEET 5
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION RESIDENTIAL STREET RESURFACING AND CONCRETE IMPROVEMENTS
PROJECT NO. 21035 - DETAILS
SHEET 10 OF 23
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND
LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK
ARE APPROXIMATE AND FOR BID PURPOSES ONLY. FINAL LIMITS OF WORK,
PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
Order Street Name Begin Location End Location Area (SF) SCOPE MANHOLES (EA) METER/VALVE COVERS (EA) SHEET NUMBER REFERENCE
42 ALLEY EAST OF DEL MAR AVE DOROTHY ST SOUTH END CUL-DE-SAC 3,130 R – ALLEY REHAB 1 0 SHEET 5 & 14
43 ALLEY EAST OF WALNUT GROVE AVE FERN AVE KLINGERMAN ST 19,360 R – ALLEY REHAB 4 33 SHEET 4 & 14
44 ALLEY SOUTH OF FERN AVE EAST OF WALNUT GROVE AVE ALLEY WAY EAST OF ANDY
PACHECO CT BETWEEN FERN AVE
AND KLINGERMAN ST
2,120 R – ALLEY REHAB 0 0 SHEET 4 & 14
45 ALLEY ANDY PACHECO CT WEST OF ALLEY BETWEEN FERN AVE
AND KLINGERMAN ST
WALNUT GROVE AVE 1,880 R – ALLEY REHAB 0 1 SHEET 4 & 14
46 ALLEY WEST OF WALNUT GROVE AVE FERN AVE KLINGERMAN ST; WEST OF ANDY
PACHECO CT
20,700 R – ALLEY REHAB 4 2 SHEET 4 & 14
47 4302 WALNUT GROVE AVE WALNUT GROVE AVE WALNUT GROVE AVE 180 DO – DIG OUTS 0 0 SHEET 6
48 4121 WALNUT GROVE AVE WALNUT GROVE AVE WALNUT GROVE AVE 122 DO – DIG OUTS 0 0 SHEET 6
49 4151 WALNUT GROVE AVE (TWO ROAD
SECTIONS)
WALNUT GROVE AVE WALNUT GROVE AVE 200 DO – DIG OUTS 1 0 SHEET 6
50 8522 VALLEY BLVD (DRWY ENTRANCE) VALLEY BLVD VALLEY BLVD 220 DO – DIG OUTS 1 0 SHEET 6
51 WEST OF 8705 LOFTUS DR BARTLETT AVE BARTLETT AVE 140 DO – DIG OUTS 0 0 SHEET 6
52 ACROSS FROM 8407 MARSHALL ST MARSHALL ST MARSHALL ST 60 DO – DIG OUTS 0 0 SHEET 6
53 3333 DELTA AVE DELTA AVE DELTA AVE 144 DO – DIG OUTS 0 0 SHEET 6
54 3202 & 3205 BURTON AVE BURTON AVE BURTON AVE 80 DO – DIG OUTS 0 0 SHEET 6
55 3214 BURTON AVE BURTON AVE BURTON AVE 364 DO – DIG OUTS 0 0 SHEET 6
56 3000 BARTLETT AVE 100' NORTH OF GARVEY AVE 100' NORTH OF GARVEY AVE 72 DO – DIG OUTS 1 0 SHEET 6
57 8826 RAMONA BLVD W/O IVAR AVE W/O IVAR AVE 60 DO – DIG OUTS 0 0 SHEET 6
58 2640 RIVER AVE (AC IN STREET) RIVER AVE RIVER AVE 64 DO – DIG OUTS 1 0 SHEET 7
59 2640 RIVER AVE (AC NEAR GUTTER) RIVER AVE RIVER AVE 36 DO – DIG OUTS 0 0 SHEET 7
60 2628 RIVER AVE (TWO LOCATIONS) RIVER AVE RIVER AVE 285 DO – DIG OUTS 0 0 SHEET 8
61 NEAR DRIVEWAY NORTH OF 2720 RIVER AVE RIVER AVE RIVER AVE 75 DO- DIG OUTS 0 0 SHEET 8
62 ACROSS FROM 8733 FERN AVE W/O MUSCATEL AVE W/O MUSCATEL AVE 36 DO – DIG OUTS 0 0 SHEET 7
63 2717 WILLARD AVE WILLARD AVE WILLARD AVE 48 DO – DIG OUTS 0 0 SHEET 7
64 7769 EMERSON PL EMERSON PL EMERSON PL 32 DO – DIG OUTS 0 0 SHEET 7
65 7768 EMERSON PL EMERSON PL EMERSON PL 80 DO – DIG OUTS 0 0 SHEET 7
66 7764 EMERSON PL EMERSON PL EMERSON PL 25 DO – DIG OUTS 0 0 SHEET 7
67 2730 GLADYS AVE GLADYS AVE GLADYS AVE 48 DO – DIG OUTS 0 0 SHEET 8
68 7550 FERN AVE FERN AVE FERN AVE 112 DO – DIG OUTS 0 0 SHEET 8
69 7830 DOROTHY ST DOROTHY ST BRIGHTON ST 160 DO – DIGOUTS 1 0 SHEET 8
70 2458 JACKSON AVE WILMAR PL WILMAR PL 168 DO – DIG OUTS 1 0 SHEET 8
71 7661 HIGHCLIFF ST DEL MAR AVE DEL MAR AVE 280 DO – DIG OUTS 1 0 SHEET 8
72 ON PROSPECT AVE, WEST OF 7550 HELLMAN
AVE
HELLMAN AVE HELLMAN AVE 64 DO – DIG OUTS 0 0 SHEET 8
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION
RESIDENTIAL STREET RESURFACING AND CONCRETE
IMPROVEMENTS
PROJECT NO. 21035
DETAILS
SHEET 11 OF 23
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND
LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE
APPROXIMATE AND FOR BID PURPOSES ONLY. FINAL LIMITS OF WORK,
PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER
THE CITY ENGINEER OR DESIGNEE.
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
GENERAL NOTES
SHEET 12 OF 23
STRIPING NOTE DETAILS
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER SPPWC STD. 172-0. LIMIT LINE AND
WORD “STOP” PER CALTRANS STD. A24E AND A24D RESPECTIVELY.
INSTALL 6” WHITE RIGHT EDGE LINE PER CALTRANS STANDARD PLAN A20B DETAIL 27B.
INSTALL DOUBLE YELLOW LINE PER CALTRANS STANDARD PLAN A20A DETAIL 22.
INSTALL “25” OR “30” MPH PAVEMENT MARKING PER CALTRANS STD. A24C, RESPECTIVELY.
REMOVE EXISTING YELLOW/WHITE LADDER CROSSWALK AND REPLACE WITH
THERMOPLASTIC HIGH VISIBILITY YELLOW/WHITE CONTINENTAL CROSSWALK PER
CALTRANS STD. A24F. SEE DETAIL “A” OR “B”, RESPECTIVELY.
REMOVE EXISTING” STOP AHEAD” MARKING AND REPLACE WITH NEW “STOP AHEAD”
PAVEMENT MARKING PER CALTRANS STD. A24D/A24E.
REMOVE EXISTING AND REPLACE “YIELD LINE” WHITE SERIES OF ISOSCELES TRIANGLES
PER CALTRANS STD. PLAN NO. A24G.
INSTALL THERMOPLASTIC HIGH VISIBILITY YELLOW/WHITE CONTINENTAL CROSSWALK PER CALTRANS STD. A24F. SEE DETAIL “A” OR “B”, RESPECTIVELY.
INSTALL “SLOW” “SCHOOL” “XING” PAVEMENT MARKING PER CALTRANS STD. A24D.
PROTECT EXITING IN-ROAD LIGHTS IN PLACE.
INSTALL 12” SOLID WHITE LIMIT LINE PER CALTRANS STD A24D AND SPPWC STD 172-0.
INSTALL WHITE TYPE IV (RT/LT) PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A.
INSTALL LANE LINE PER CALTRANS STANDARD PLAN A20A, DETAIL 9. LANE LINES AT
INTERSECTION APPROACHES SHALL BE 50’ OF SOLID LINE. UNLESS OTHERWISE NOTED.
INSTALL CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38.
REMOVE AND REPLACE EXISTING TRAFFIC LOOPS. CONNECT WIRES TO EXISTING LEAD-IN
CABLES PER CALTRANS STD PLANS ES-5B AND ES-5D.
INSTALL THERMOPLASTIC HIGH VISIBILITY YELLOW/BASIC CROSSWALK PER CALTRANS
STD. A24F.
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND
LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE
APPROXIMATE AND FOR BID PURPOSES ONLY. FINAL LIMITS OF WORK,
PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER
THE CITY ENGINEER OR DESIGNEE.
GENERAL STRIPING NOTES
1- SIGNING, MARKING AND STRIPING SHALL CONFORM TO THE CALIFORNIA MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) (LATEST EDITIONS), CALTRANS
STANDARD SPECIFICATIONS (LATEST EDITION), AND ANY ADDENDUM THERETO TO
LATEST EDITION AND THESE PLANS, SPECIAL PROVISIONS AND CONTRACT
DOCUMENTS.
2- ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND
THERMOPLASTIC PAINT.
3- ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED AS
FOLLOWS: PAINT SHALL BE REMOVED BY SANDBLASTING, THERMOPLASTIC STRIPING
SHALL BE REMOVED BY MICROGRINDING, OR OTHER APPROVED METHOD PRIOR TO
APPLICATION OF SLURRY SEAL. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL
BE REMOVED. PAVEMENT DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING
SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER.
4- THE CONTRACTOR SHALL CONTACT THE CITY OF ROSEMEAD FOR INSPECTION 48
HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
5- CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSION BEFORE
STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRATY TO THOSE SHOWN ON
PLANS, THE CITY ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK.
6- SEE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS FOR OTHER
REQUIREMENTS.
1
2
3
4
5
DETAIL “B”
NTS
WIDTH
VARIES
PER
LOCATION;
SEE PLANS
2’
3’ DETAIL “A”
NTS
WIDTH
VARIES
PER
LOCATION;
SEE PLANS
2’
3’
6
7
8
9
10
11
12
13
14
15
16
NO SCALE
MARKING AND STRIPING
NOTES
INSTALL LIMIT LINE/STOP
PAVEMENT MARKING PER SPPWC
STD. 172-0. LIMIT LINE AND WORD
“STOP” PER CALTRANS STD. A24E
AND A24D RESPECTIVELY.
REMOVE EXISTING
YELLOW/LADDER CROSSWALK
AND REPLACE WITH
THERMOPLASTIC HIGH VISIBILITY
YELLOW CONTINENTAL
CROSSWALK PER CALTRANS STD.
A24F. SEE DETAIL “B”.
REMOVE EXISTING” STOP AHEAD”
MARKING AND REPLACE WITH NEW
“STOP AHEAD” PAVEMENT
MARKING PER CALTRANS STD.
A24D/A24E
1
DETAIL “B”
NTS
WIDTH
VARIES
PER
LOCATION;
SEE PLANS
2’
3’
1 EARLE AVENUE MARSHALL STREET
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID
PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK
SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 13 OF 23
MARSHALL STREET BARTLETT AVENUE 1
5
6
5
1
1
1
5
1
12’
12’
6 83’ BARTLETT AVENUE LOFTUS DR MILDRED B JANSON ELEMENTARY SCHOOL CHARLOTTE AVENUE HELLMAN AVENUE
1
1
5
1
EMERSON PLACE
14’
14’
HELLMAN AVENUE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT
MARKING PER SPPWC STD. 172-0. LIMIT
LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D
RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER
CALTRANS STANDARD PLAN A20A
DETAIL 22.
INSTALL “25” MPH PAVEMENT
MARKING PER CALTRANS STD. A24C.
REMOVE EXISTING YELLOW/LADDER
CROSSWALK AND REPLACE WITH
THERMOPLASTIC HIGH VISIBILITY
YELLOW CONTINENTAL CROSSWALK
PER CALTRANS STD. A24F. SEE DETAIL
“B”.
REMOVE EXISTING AND REPLACE
“YIELD LINE” WHITE SERIES OF
ISOSCELES TRIANGLES PER
CALTRANS STD. PLAN NO. A24G
INSTALL 12” SOLID WHITE LIMIT LINE
PER CALTRANS STANDARD PLANS
A24D AND SPPEC STANDARD 172-0.
INSTALL WHITE TYPE IV (LT) PAVEMENT ARROW PER CALTRANS STANDARD PLAN A24A.
INSTALL CHANNELIZING LINE PER
CALTRANS STANDARD PLAN A20D,
DETAIL 38
REMOVE AND REPLACE EXISTING
TRAFFIC LOOPS. CONNECT WIRES TO
EXISTING LEAD-IN CABLES PER
CALTRANS STD PLANS ES-5B AND ES-
5D.
1
3
DETAIL “B”
NTS
WIDTH
VARIES
PER
LOCATION;
SEE PLANS
2’
3’
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 14 OF 23
5
11 17’ 4
3
10’
10’ 12’
5
4 14
11
5 23’ 10’ 7 19’ 24’ 15’ 12 L=62’ 14
EMERSON PL EVELYN AVE DEL MAR AVE DEL MAR AVE 12
1
7
7
ALLEY EAST OF WALNUTGROVE AVE
(BET. FERN AVE AND KLINGERMAN ST
1 1
1 WALNUT GROVE AVE ALLEY WEST OF WALNUTGROVE AVE (BET. FERN AVE AND KLINGERMAN ST WEST OF ANDY PACHECO CT ANDY PACHECO CT WALNUT GROVE AVE 1 1 DOROTHY ST
1 ALLEY EAST OF DEL MAR AVE (BET. DOROTHY ST AND SOUTH END. ALLEY EAST OF WALNUT GROVE AVE 1
1
1
12
15
15
15
1
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 16 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
NO SCALE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24G AND A24D RESPECTIVELY.
INSTALL 6” WHITE RIGHT EDGE LINE PER CALTRANS
STANDARD PLAN A20B DETAIL 27B.
INSTALL DOUBLE YELLOW LINE PER CALTRANS
STANDARD PLAN A20A DETAIL 22.
INSTALL “25” MPH PAVEMENT MARKING PER CALTRANS
STD. A24C.
1 SEE LOWER LEFT FOR MATCH LINE A GARVEY AVE 1
BURTON AVE
2
2
2
3
3
L=750’
L=725’
4 4 8’ 10’ 10’ 8’ L=727’ MATCH LINE A 2 L= 1,180’
L=1,180’ 8’ 8’ 10’ 10’ SEE LOWER LEFT FOR MATCH LINE B BURTON AVE 3113 BURTON AVE 3119 BURTON AVE 3307 BURTON AVE 4
2
3 L=1,180’
BURTON AVE RAMONA BLVD MATCH LINE B 2 3317 BURTON AVE 3461 BURTON AVE 2 8’ 10’ 10’ L=1,305’
L=1,305’
3 L=1,315’
1
1
4 3245 BURTON AVE D=120’
334’
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT
REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 16 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF
BID PREPARATION. FINAL LIMITS OF WORK,
NO SCALE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24G AND A24D RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER CALTRANS
STANDARD PLAN A20A DETAIL 22.
INSTALL “25” MPH PAVEMENT MARKING PER CALTRANS
STD. A24C.
REMOVE EXISTING WHITE/BASIC CROSSWALK AND
REPLACE WITH THERMOLASTIC HIGH VISIBILITY WHITE
CONTINENTAL CROSSWALK (IN ALL DIRECTIONS) PER
CALTRANS STD. A24F. SEE DETAIL “A”.
INSTALL 12” SOLID WHITE LIMIT LINE PER CALTRANS
STD. A24G AND SPPWC STD. 172-0.
1
3
4
5
5 GARVEY AVE MUSCATEL AVE
4 3
58’ 16’ 17’ MUSCATEL AVE 3249 MUSCATEL AVE 4
4 RAMONA BLVD MUSCATEL AVE 3457 MUSCATEL AVE 4
1 GARVEY AVE IVAR AVE
1
4
182’
4 3162 IVAR AVE IVAR AVE
11
11
11
2’
3’ WIDTH VARIES
PER
LOCATION; SEE
PLANS
DETAIL “A”
NTS 14’ 15’ 11’
IVAR AVE
4 3453 IVAR AVE 4
IVAR AVE
3 L=5
1
1 RAMONA BLVD EARLSWOOD DRIVE 3335 IVAR AVE
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 17 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL
ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
NO SCALE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D RESPECTIVELY.
1
1
BEATRICE PL ROSEMEAD PL 1 ROSEMEAD PL EMERSON PL ROSEMEAD PL WHITMORE ST
1 ROSEMEAD PL CORTADA ST
1
1
WHITMORE ST ROSEMEAD PL SULLIVAN AVE WHITMORE ST
1
1
1
1
5
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 18 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL
ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
NO SCALE
1
3
GARVEY AVE
1 STINGLE AVE GARVEY AVE MUSCATEL AVE MUSCATEL AVE FERN AVE
KLINGERMAN ST
1
11
11
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24G AND A24D RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER CALTRANS
STANDARD PLAN A20A DETAIL 22.
REMOVE EXISTING WHITE/BASIC CROSSWALK AND
REPLACE WITH THERMOLASTIC HIGH VISIBILITY WHITE
CONTINENTAL CROSSWALK (IN ALL DIRECTIONS) PER
CALTRANS STD. A24F. SEE DETAIL “A”.
INSTALL 12” SOLID WHITE LIMIT LINE PER CALTRANS
STD. A24G AND SPPWC STD. 172-0.
5
3’
WIDTH
VARIES;
SEE
PLANS
5
1
2’
1 L=66’ 1
GARVEY AVE RIVER AVE L=127’
18’ 20’
12’
75’ 75’ 55’
12’
11
15’ 15’
3
5 DELTA AVE ANGELUS AVE FERN AVE
18’ 18’ L=156’ 3 18’ 18’ 3
8349
KLINGERMAN
ST
2414 ANGELUS
AVE
KLINGERMAN ST ANGELUS AVE 19’ 18’ 3
11
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 19 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.
NO SCALE
GARVEY AVE GLADYS AVE GARVEY AVE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT
MARKING PER SPPWC STD. 172-0. LIMIT
LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D
RESPECTIVELY.
1 GARVEY AVE
1 LA PRESA AVE FERN AVE LA PRESA AVE 1 LA PRESA AVE KLINGERMAN ST LA PRESA AVE 1
1 PALJAY AVE 1
1
KLINGERMAN ST
FERN AVE PALJAY AVE 1
KLINGERMAN ST BARTLETT AVE FERN AVE
1
1
1
GARVEY AVE
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION PROJECT NO. 21850 MARKING AND STRIPING
SHEET 20 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF
WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
NO SCALE
1
3 GARVEY AVE GLADYS AVE 4 1
GARVEY AVE DELTA AVE 2’
3’
WIDTH
VARIES PER
LOCATION;
SEE PLANS
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24G AND A24D RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER CALTRANS STANDARD PLAN A20A DETAIL 22.
INSTALL “25” MPH PAVEMENT MARKING PER CALTRANS
STD. A24C.
REMOVE EXISTING WHITE/BASIC CROSSWALK AND
REPLACE WITH THERMOLASTIC HIGH VISIBILITY WHITE
CONTINENTAL CROSSWALK (IN ALL DIRECTIONS) PER CALTRANS STD. A24F. SEE DETAIL “A”.
INSTALL 12” SOLID WHITE LIMIT LINE PER CALTRANS
STD. A24G AND SPPWC STD. 172-0.
5
11
11
11
3
5 140’ 11 DELTA AVE FERN AVE
1
GARVEY AVE EARLE AVE 1 EARLE AVE FERN AVE
1
DETAIL “A”
NTS
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 21 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.
NO SCALE
GARVEY AVE GLADYS AVE GARVEY AVE
FERN AVE
GARVEY AVE WILLARD AVE 1
WILLARD AVE
9
9 17’ 17’ 2’
3’ DETAIL “B”
NTS WIDTH VARIES PER
LOCATION; SEE PLANS
3
L=50’
11
8 17’ 17’ L=50’
3
10
1
3
18’ 17’ WILLARD AVE 12’
12’
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT
MARKING PER SPPWC STD. 172-0. LIMIT
LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D
RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER
CALTRANS STANDARD PLAN A20A
DETAIL 22
INSTALL THERMOPLASTIC HIGH
VISIBILITY YELLOW CONTINENTAL
CROSSWALK PER CALTRANS STD.
A24F. SEE DETAIL “B”
INSTALL “SLOW” “SCHOOL” “XING”
PAVEMENT MARKING PER CALTRANS
STD. A24D.
PROTECT EXITING IN-ROAD LIGHTS IN
PLACE.
INSTALL 12” SOLID WHITE LIMIT LINE
PER CALTRANS STD A24D AND SPPWC
STD 172-0.
1
8
9
10
11
3
9 11
FERN AVE DELTA AVE DELTA AVE 1
1 DELTA AVE KLINGERMAN AVE
1 FERN AVE
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 22 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE PER THE CITY ENGINEER OR
DESIGNEE.
NO SCALE
GARVEY AVE GLADYS AVE GARVEY AVE
2’
3’ DETAIL “B”
NTS WIDTH VARIES PER
LOCATION; SEE PLANS
1
5
11
12
13
14
3
FERN AVE
1 EARLE AVE EARLE AVE 1
KLINGERMAN ST WALNUT GROVE AVE DELTA AVE EARLE AVE L=247’ L=870’ 12’ 19’ 19’ 12’ 19’ 18’ L=1,116’
L=870’ L=195’ 18’ 13’ 12’ 12’ 12’ 1
1
3 3
5
13
13
14
14
11
12
11
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT MARKING PER
SPPWC STD. 172-0. LIMIT LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER CALTRANS
STANDARD PLAN A20A DETAIL 22.
REMOVE EXISTING YELLOW/ LADDER CROSSWALK AND
INSTALL THERMOPLASTIC HIGH VISIBILITY YELLOW
CONTINENTAL CROSSWALK PER CALTRANS STD. A24F.
SEE DETAIL “B”.
INSTALL 12” SOLID WHITE LIMIT LINE PER CALTRANS
STANDARD PLANS A24D AND SPPEC STANDARD 172-0.
INSTALL WHITE TYPE IV (RT) PAVEMENT ARROW PER
CALTRANS STANDARD PLAN A24A.
INSTALL LANE LINE PER CALTRANS STANDARD PLAN
A20A, DETAIL 9. LANE LINES AT INTERSECTION
APPROACHES SHALL BE 50’ OF SOLID LINE. UNLESS
OTHERWISE NOTED.
INSTALL CHANNELIZING LINE PER CALTRANS
STANDARD PLAN A20D, DETAIL 38.
CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
MARKING AND STRIPING
SHEET 23 OF 23
NOTE: THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION, DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS, MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR THE PURPOSE OF BID
PREPARATION. FINAL LIMITS OF WORK, PAVEMENT MARKINGS AND MARKERS, AND ALL ITEMS OF WORK
SHALL BE PER THE CITY ENGINEER OR DESIGNEE.
NO SCALE
MARKING AND STRIPING NOTES
INSTALL LIMIT LINE/STOP PAVEMENT
MARKING PER SPPWC STD. 172-0. LIMIT
LINE AND WORD “STOP” PER
CALTRANS STD. A24E AND A24D
RESPECTIVELY.
INSTALL DOUBLE YELLOW LINE PER
CALTRANS STANDARD PLAN A20A
DETAIL 22.
REMOVE EXISTING YELLOW/LADDER
CROSSWALK AND REPLACE WITH
THERMOPLASTIC HIGH VISIBILITY
YELLOW CONTINENTAL CROSSWALK
PER CALTRANS STD. A24F. SEE DETAIL
“B”.
INSTALL 12” SOLID WHITE LIMIT LINE
PER CALTRANS STANDARD PLANS
A24D AND SPPEC STANDARD 172-0.
INSTALL LANE LINE PER CALTRANS
STANDARD PLAN A20A, DETAIL 9. LANE
LINES AT INTERSECTION APPROACHES
SHALL BE 50’ OF SOLID LINE, UNLESS
OTHERWISE NOTED.
REMOVE AND REPLACE EXISTING
TRAFFIC LOOPS. CONNECT WIRES TO
EXISTING LEAD-IN CABLES PER
CALTRANS STD PLANS ES-5B AND ES-
5D.
INSTALL THERMOPLASTIC HIGH
VISIBILITY YELLOW/BASIC CROSSWALK
PER CALTRANS STD. A24F.
1
3
8
11
3 L=100’
DETAIL “B”
NTS
WIDTH
VARIES
PER
LOCATION;
SEE PLANS
2’
3’ WALNUT GROVE AVE KLINGERMAN ST 19’ 19’ 11
8
11
FERN AVE DUBONNET AVE 1
1 WALNUT GROVE AVE FERN AVE
3
L=105’
3 19’ 19’ 19’ 16 19’ 15
15
15
16
13
13
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX B – CONCRETE
IMPROVEMENTS – LOCATION INDEX
SIDEWALK - REMOVAL AND REPLACEMENTOrderStreetNameLatitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments Slab Length Slab WidthMaint.TypeArea (SF)1 3540 Strang Ave34.073949 -118.0561704 Sidewalk Lifted Over 2" Yes NoTree causing sidewalk to become lifted. Review tree for root pruning or for removal. Replace two sidewalk segments each measuring (7'x4').74Replace Slab(s) 562 3714 Temple City Blvd34.07626528 -118.0584764 Sidewalk Lifted Over 2" Yes No Sidewalk segment being lifted by tree roots. Drwy wing listed on Misc. list. 8 5Replace Slab(s) 4033614 Bartlett Ave34.074105 -118.0798 SidewalkSpallingNo No Across the street from 3614 Bartlett Ave (5'x6' panel broken) 5 6Replace Slab(s)3048702 Loftus Dr34.073468 -118.079804 SidewalkSpallingNo No Across from 8702 Loftus Ave (cracked sidewalk panel) 10 4Replace Slab(s)4053422 Charlotte Ave34.070629 -118.087569 SidewalkLifted Over 2" Yes No Lifted sidewalk 10 4Replace Slab(s)4063426 Charlotte Ave34.07077494 -118.0875509 SidewalkFaulting1" to 2" Yes No tree to be reviewed for potential removal 28 4Replace Slab(s)11273412 Charlotte Ave34.07036002 -118.0875638 SidewalkFaulting1" to 2" Yes No54Replace Slab(s)2083413 Charlotte Ave34.07036073 -118.0876914 SidewalkFaultingOver 2" Yes No15 4Replace Slab(s)6093403 Charlotte Ave34.07007013 -118.0876945 SidewalkFaultingOver 2" Yes No Lifted sidewalk 14 4Replace Slab(s)56103346 Prospect Ave34.06927145 -118.1050637 SidewalkSpallingOver 2" No No19 6Replace Slab(s)114113243 Prospect Ave34.06749902 -118.1050359 SidewalkSpalling1" to 2" No No76Replace Slab(s)42123245 Prospect Ave34.06755778 -118.105063 SidewalkSpallingOver 2" NO No46Replace Slab(s)24133249 Prospect Ave34.06768386 -118.1050626 SidewalkLifted Over 2" No No Lifted sidewalk 14 6Replace Slab(s)84147500 Prospect Ave34.06925723 -118.1050441 SidewalkDivided SlabNo Displacement No No10 5Replace Slab(s)50157500 Prospect Ave34.06923807 -118.1050441 SidewalkDivided SlabNo Displacement No No10 5Replace Slab(s)50162730 Gladys Ave34.06134796 -118.089433 SidewalkBuckled Slab / Blow UpNo No6x5 pcc panel broken surrounding power pole located just north of 2748 Gladys Ave65Replace Slab(s)30173200 Burton Ave34.0663569 -118.0804203 SidewalkFaulting1" to 2" No No Sunken slab causing fault on each side 5 3Replace Slab(s)15183629 Muscatel Ave34.07478802 -118.0775627 SidewalkDirt patchNo Displacement No No Dirt segment to be converted to concrete 55 5Replace Slab(s)275192641 River Ave34.06025462 -118.0732092 SidewalkSidewalk Curb Separation1" to 2" Yes NoTree to be reviewed for potential removal or recommend tree root pruning.11 5Replace Slab(s)55202617 River Ave34.05931138 -118.0732089 SidewalkSidewalk Curb Separation1" to 2" Yes No review for potential tree removal 17 4Replace Slab(s)68212660 River Ave34.06093556 -118.0730502 SidewalkSidewalk Curb Separation1" to 2" Yes No sidewalk north of 2660 River Ave. Tree root pruning required. 17 4Replace Slab(s)68222660 River Ave34.06067834 -118.0732185 SidewalkSidewalk Curb Separation1" to 2" Yes No Across from 2660 River Ave. Tree root pruning required. 16 10Replace Slab(s)180232650E River Ave34.06046345 -118.073203 SidewalkBroken sidewalkYes No Across from 2650E River Ave. 8 5Replace Slab(s)40242720 River Ave34.06147922 -118.0730531 SidewalkLifted Yes Tree root pruning required 11 5Replace Slab(s)55252720 River Ave34.06157921 -118.073045 SidewalkLifted Yes Tree root pruning required and make tree well larger. 9 5Replace Slab(s)45268798 Muscatel Ave34.06117851 -118.0772968 SidewalkFaultingOver 2" Yes No Temporary ramp eroding 7 5Replace Slab(s)35272507 Muscatel Ave34.05724075 -118.0774264 SidewalkLinear CrackingNo Displacement Yes No 12ft cracking across 3 slabs 4 4Replace Slab(s)16282650 Bartlett Ave34.06046481 -118.0790712 SidewalkFaultingOver 2" Yes No74Replace Slab(s)28292628 La Presa Ave34.05987203 -118.0801685 SidewalkLifted1" to 2" Yes Yes Tree causing lifting of sidewalk - two large segments (21'x5') 21 5Replace Slab(s)105302557 Fern Ave34.05898137 -118.0809722 SidewalkFaulting1" to 2" Yes No84Replace Slab(s)32312630 Willard Ave34.06006827 -118.0833216 SidewalkFaulting1" to 2" Yes No Concrete at base of tree is faulted 5 4Replace Slab(s)20328380 Klingerman St34.05501152 -118.0867766 SidewalkLinear CrackingNo Displacement No No Pathway near pedestrian bridge 12 9Replace Slab(s)108FY 25-26 CONCRETE IMPROVEMENTS - LOCATION LIST
OrderStreetNameLatitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments Slab Length Slab WidthMaint.TypeArea (SF)338440 Fern Ave34.05892383 -118.0850002 SidewalkOther: No slab dirt patch 1" to 2" No Open dirt space where stop sign is 5 4Replace Slab(s)20348471 Klingerman St34.05534683 -118.0838948 SidewalkSidewalk Curb Separation1" to 2" Yes No Across the street from 8471 Klingerman St 15 8Replace Slab(s)120358471 Klingerman St34.055287 -118.0832051 SidewalkFaulting1" to 2" Yes No Across the street from 8471 Klingerman St 12 8Replace Slab(s)96368409 Klingerman St34.05547807 -118.0857786 SidewalkFaulting1" to 2" No No93Replace Slab(s)27372547 San Gabriel Blvd34.05879592 -118.090744 SidewalkLifted/brokenOver 2" Yes YesBroken and lifted sidewalk next to tree well. Tree to be reviewed for removal.85Replace Slab(s)40382432 Walnut Grove Ave34.05641455 -118.0817907 SidewalkFaultingOver 2" Yes No Also curb separation 85Replace Slab(s)40392521 Walnut Grove Ave34.05792664 -118.0820386 SidewalkSidewalk Curb Separation1" to 2" Yes No75Replace Slab(s)35402444 Del Mar Ave34.05635427 -118.09936 SidewalkLiftedover 2" No YesRemove and replace lifted sidewalk in front of Williams Education Center16 4Replace Slab(s)64
Curb & Gutter (C&G) - REMOVAL AND REPLACEMENTOrderStreetNameLatitude LongitudeAssetTypeDistressTypeTree CommentsMaint.TypeLength (LF)1 4133 Arica Ave34.08247822 -118.0654709 curb & gutter lifted YesCurb in front of tree is lifted. Curb for driveway serving 4133 Arica Ave is also sunken and has water ponding. Remove and replace curb and gutter.Replace C&G3523426 Charlotte Ave34.07077494 -118.0875509 curb & gutter cracked & lifted Yes tree causing lifting of c&gReplace C&G1633244 Prospect Ave34.06762765 -118.1049341 curb & guttercrackedNoReplace C&G1043168 Ivar Ave34.06640527 -118.0756686curb & gutter crackedNoNeed to abandon existing driveway and replace with sidewalkReplace C&G1752618 River Ave34.05942973 -118.0730632 curb & gutterbrokenNo Remove and replace broken curb and gutterReplace C&G6062628 River Ave34.05972366 -118.0730617 curb & gutterbrokenNo Remove and replace broken curb and gutterReplace C&G3372713 River Ave34.06094869 -118.0731953 curb & gutterbrokenNo Remove and replace broken curb and gutterReplace C&G3089008 Garvey Ave34.0621113 -118.0730735 curb & gutterbrokenNo Driveway serving 9008 Garvey Ave - curb & gutter on River Ave.Replace C&G3393438 Burton Ave34.07098043 -118.0805289 curb & gutterfaultingNo Fault at storm drain outlet (marked out in white)Replace C&G7107779 Garvey Ave (Del Mar Ave side)34.06296074 -118.0996118 curb & gutterbrokenNo 9" curb is broken next to false curb on Del Mar Ave sideReplace C&G5113047 Jackson Ave34.06394455 -118.1038203 curb & gutter broken NoBroken curb right next to two water meters. Existing curb drain to be adjusted to curb face when replacing broken curb.Replace C&G1012Across from 7422 Garvey Ave 34.06260204 -118.1071082 curb & gutter broken NoBroken curb located on the north side of the raised center median. Replace C&G12FY 25-26 CONCRETE IMPROVEMENTS - LOCATION LIST
MISC. Concrete Repairs - Remove and ReplaceOrderStreetNameLatitude LongitudeAssetTypeScope Maint. Type Quantity1 Whitmore St and Leyburn Dr34.06580236 -118.0708418 Spandrel/cross-gutterSpandrel holds water and is cracked. Remove and replace spandrel. Need to take laser level to grade in a manner where water will not pond in the middle. Replace Spandrel/cross-gutter650 SF2 Earle Ave at Olney St34.07287054 -118.0847108 Spandrel/cross-gutterSpandrel holds water and is cracked. Remove and replace spandrel. Need to take laser level to grade in a manner where water will not pond in the middle. This location will also have both curb ramps removed and replaced at each end of spandrel.Replace Spandrel/cross-gutter580 SF3NW corner of Prospect Ave at Hellman Ave34.06981135 -118.1050504 SpandrelRemove and replace this segment of spandrel located at the NW corner of Prospect Ave at Hellman Ave.Replace Spandrel/cross-gutter365 SF4Curb Ramp at Earle Ave and Olney St (NW side)34.0728972 -118.0848254 Curb Ramp Missing Domes and transitionReplace curb ramp 1 EA5Curb Ramp at Earle Ave and Olney St (NE side)34.0729022 -118.0846598 Curb RampMissing Domes and transition - will require tree root pruning to be reviewed by certified arborist prior to pruning roots and potential removal of tree.Replace curb ramp 1 EA6Curb ramp on NW side of Bartlett Ave34.07460059 -118.0797838 Curb Ramp Missing proper curb ramp at this location. Driveway rampReplace curb ramp 1 EA7Curb ramp on SW side of Bartlett Ave34.07415347 -118.0798026 Curb Ramp Missing proper curb ramp at this location. Driveway rampReplace curb ramp 1 EA8 Marshall St and Bartlett Ave34.07501171 -118.0797998 Curb RampFailed running slope, gutter slope, flish transition, tamp in not in crossing, corner ramp landing in crosswalk.Replace curb ramp 1 EA9 Cortada St and Rosemead Pl34.06381385 -118.0733871 Curb RampFlared slope is too high. Failed in running slope, flush transitions, flared sides not 48". Replace curb ramp 1 EA10 3168 Ivar Ave34.06640527 -118.0756686 Existing DrivewayAbandon existing driveway approach and construct new PCC sidewalk, 4" thick, per SPPWC STD. Plan NO. 112-2 & 113-2, complete and in place. PCC shall be 3,250 PSI.Abandon DRWY 120 SFFY 25-26 CONCRETE IMPROVEMENTS - LOCATION LIST
OrderStreetNameLatitude LongitudeAssetTypeScope Maint. Type Quantity11 3200 Burton Ave34.0663569 -118.0804203 Existing Driveway Remove and replace sunken 6" thick driveway slab (5'x6')DRWY Rehab 30 SF12 3714 Temple City Blvd34.07626528 -118.0584764 Sidewalk Remove and replace lifted 6" thick driveway slab (5'x7')DRWY Rehab 35 SF13 3047 Jackson Ave34.06394455 -118.1038203 Existing Driveway Remove and replace broken 6" thick driveway slab (10'x10)DRWY Rehab 100 SF147779 Garvey Ave (Del Mar Ave side)34.06278279 -118.099602P.C.C. ROADWAY PANELRemove and replace P.C.C. roadway panel located at the intersection of Garvey Ave and Del Mar Ave (assume 12" thick). Panel to be removed is located at the NW corner of Del Mar Ave at Garvey Ave. Scope to include placement of tie-bars to match existing conditions.PCC shall be 4,000 PSI. P.C.C. ROADWAY PANEL REPLACEMENT250 SF
TREES - TO BE REVIEWED FOR REMOVAL & REPLACEMENTOrderStreetNameLatitude LongitudeAssetTypeDistressTypeTree CommentsMaint.TypeREMOVAL QTY (EA)REPLACEMENT QTY (EA)13714 Temple City Blvd34.07626528 -118.0584764 Sidewalk LiftedYes Review tree for removal - Replacement not recommended.REVIEW FOR REMOVAL1023540 Strang Ave34.073949 -118.0561704 Sidewalk LiftedYesReview tree for removal and replacement or for recommended root pruning.REVIEW FOR REMOVAL1134133 Arica Ave34.08247822 -118.0654709 curb & gutter LiftedYesReview tree for removal and replacement or for recommended root pruning.REVIEW FOR REMOVAL1143422 Charlotte Ave34.070629 -118.087569 SidewalkLiftedYesReview tree for removal and replacement.REVIEW FOR REMOVAL1153426 Charlotte Ave34.07077494 -118.0875509 curb & guttercracked & liftedYes Review tree for removal that is causing lifting of c&g. Replace tree.REVIEW FOR REMOVAL1162641 River Ave34.06025462 -118.0732092 Sidewalkcurb separationYes Tree to be reviewed for removal and replacement.REVIEW FOR REMOVAL1172617 River Ave34.05931138 -118.0732089 SidewalkSidewalk Curb SeparationYes Tree to be reviewed for removal and replacement.REVIEW FOR REMOVAL1182628 La Presa Ave34.05987203 -118.0801685 SidewalkLiftedYes Tree to be reviewed for removal and replacement.REVIEW FOR REMOVAL1192547 San Gabriel Blvd34.05879592 -118.090744 SidewalkBroken & liftedYes Review tree for removal and replacement.REVIEW FOR REMOVAL11FY 25-26 CONCRETE IMPROVEMENTS - LOCATION LIST
SIDEWALK GRINDINGOrder Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type13619 Earle Ave34.07330075 -118.084808 SidewalkSpalling1/2" to 1"NoNo 1Grind23643 Earle Ave34.07400979 -118.0847943 Curb/GutterLinear Cracking1/2" to 1"NoNo 2Grind33649 Earle Ave34.07420336 -118.0848231 Sidewalklifted1/2" to 1"YesNo 6Grind43602 Earle Ave34.07293257 -118.0846496 SidewalkFaulting1/2" to 1"NoNo 1Grind53668 Earle Ave34.07478269 -118.0846943 SidewalkFaulting1/2" to 1"NoNo 2Grind63622 Earle Ave34.0734938 -118.0846656 SidewalkFaulting1/2" to 1"YesNo 2Grind78628 Bartlett Ave34.07403093 -118.0797951 Sidewalk Linear Cracking 1/2" to 1" No No 2Grind83442 Artson St34.07127104 -118.0874905 SidewalkFaulting1/2" to 1"YesNo 3Grind93406 Charlotte Ave34.0702276 -118.0875594 SidewalkFaulting1/2" to 1"Yesno 5103426 Charlotte Ave34.07073971 -118.0875506 SidewalkFaulting1/2" to 1"YesNo 4Grind113423 Charlotte Ave34.07063401 -118.0877089 SidewalkFaulting1/2" to 1"YesNo 8Grind123422 Charlotte Ave34.07058666 -118.087548 SidewalkFaulting1/2" to 1"YesNo 4Grind133402 Hellman Ave34.06999329 -118.0874721 SidewalkSpalling1/2" to 1"NoNo 2Grind143413 Charlotte Ave34.07038586 -118.0876922 Sidewalk Linear Cracking 1/2" to 1" Yes No 4Grind153417 Charlotte Ave34.07049929 -118.087694 SidewalkFaulting1/2" to 1"NoNo 4Grind163423 Charlotte Ave34.07057938 -118.0876952 SidewalkFaulting1/2" to 1"YesNo 2Grind173423 Charlotte Ave34.07060643 -118.0876961 SidewalkFaulting1/2" to 1"YesNo 4Grind187544 Emerson Ave34.06619408 -118.1050998 Curb/GutterFaulting1/2" to 1"YesNo 1Grind197544 Emerson Ave34.0661882 -118.1049048 SidewalkSidewalk Curb Separation1/2" to 1" No No 9Grind203202 Prospect Ave34.06646686 -118.1048956 SidewalkCorner Break1/2" to 1"NoNo 7Grind213260 Prospect Ave34.06797495 -118.1049059 SidewalkSidewalk Curb Separation1/2" to 1" No No 9Grind223242 Prospect Ave34.06757351 -118.1048973 SidewalkFaulting1/2" to 1"NoNo 10Grind233320 Prospect Ave34.06873415 -118.1050598 SidewalkFaulting1/2" to 1"NoNo Across the street from 3320 Prospect Ave 13Grind243318 Prospect Ave34.06846941 -118.1050708 SidewalkFaulting1" YesNo Across the street from 3318 Prospect Ave 21Grind253334 Prospect Ave34.06905296 -118.1049267 Curb/GutterSpalling1/2" to 1"NoNo 10Grind267550 Prospect Ave34.06957684 -118.1049289 SidewalkSidewalk Curb Separation1/2" to 1" No No 5Grind277550 Prospect Ave34.0698109 -118.1048481 SidewalkFaulting1/2" to 1"NoNo 7GrindFY 25-26 CONCRETE IMPROVEMENTS - LOCATION LIST
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type283302 Prospect Ave34.06816815 -118.1049147 SidewalkSidewalk Curb Separation1/2" to 1" No No 4Grind293249 Prospect Ave34.06768416 -118.105031 SidewalkSidewalk Curb Separation1/2" to 1" No No 15Grind303209 Prospect Ave34.06654756 -118.1050251 SidewalkSidewalk Curb Separation1/2" to 1" No No 22Grind313257 Prospect Ave34.067828 -118.1050336 SidewalkSidewalk Curb Separation1/2" to 1" No No 10Grind323211 Prospect Ave34.06673099 -118.1050221 SidewalkSidewalk Curb Separation1/2" to 1" No No 19Grind333211 Prospect Ave34.06670661 -118.1050206 SidewalkSidewalk Curb Separation1/2" to 1" No No 19Grind343243 Prospect Ave34.06749341 -118.1050386 Sidewalk Faulting 1/2" to 1" No No 15Grind353313 Prospect Ave34.06840045 -118.1050374 SidewalkSidewalk Curb Separation1/2" to 1" No No 17Grind367500 Hellman Ave34.06974264 -118.1050459 Sidewalk Faulting 1/2" to 1" No No 10Grind377500 Hellman Ave34.06972627 -118.1050383 SidewalkSidewalk Curb Separation1/2" to 1" No No 9Grind387500 Prospect Ave34.06927005 -118.1050365 SidewalkSidewalk Curb Separation1/2" to 1" No No 36Grind397500 Prospect Ave34.06906808 -118.1050399 SidewalkSidewalk Curb Separation1/2" to 1" No No 15Grind403323 Prospect Ave34.06875503 -118.1050424 Sidewalk Faulting 1/2" to 1" Yes No 6Grind413319 Prospect Ave34.0685387 -118.1050365 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 10Grind423319 Prospect Ave34.06854746 -118.1050438 Sidewalk Faulting 1/2" to 1" Yes No 10Grind433301 Prospect Ave34.06817979 -118.1050453 Sidewalk Faulting 1/2" to 1" No No 8Grind443301 Prospect Ave34.0681714 -118.1050523 Sidewalk Spalling 1/2" to 1" No No 5Grind453207 Emerson Pl34.06630735 -118.1010799 ADA RampSidewalk Curb Separation1/2" to 1" No No 12Grind467747 Emerson Pl34.06633122 -118.1006733 Sidewalk Faulting 1/2" to 1" Yes No 11Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type477747 Emerson Pl34.06633182 -118.1006482 Sidewalk Faulting 1/2" to 1" Yes No 11Grind483203 Emerson Pl34.06632752 -118.0999163 Sidewalk Faulting 1/2" to 1" Yes No 9Grind493203 Emerson Pl34.06637696 -118.0996322 Sidewalk Spalling 1/2" to 1" No No 2Grind503203 Emerson Pl34.06637314 -118.0996287 Sidewalk Spalling 1/2" to 1" No No 2Grind517763 Emerson Pl34.06633497 -118.1001541 Sidewalk Faulting 1/2" to 1" Yes No 11Grind527746 Emerson Pl34.06618875 -118.1005044 Sidewalk Faulting 1/2" to 1" No No 5Grind533152 Emerson Pl34.06619937 -118.1007706 Curb/Gutter Faulting 1/2" to 1" Yes No On side of curb 2Grind543159 Emerson Pl34.06613914 -118.0996206 Curb/Gutter Spalling 1/2" to 1" No No 2Grind552718 Gladys Ave34.06081361 -118.0895471 SidewalkSidewalk Curb Separation1/2" to 1" No No Across the street from 2718 Gladys Ave 8Grind568200 Gladys Ave34.06195829 -118.0895533 Curb/Gutter Spalling 1/2" to 1" No No 2Grind572737 Gladys Ave34.06137868 -118.0895391 Curb/Gutter Spalling 1/2" to 1" No No 2Grind588232 Gladys Ave34.06193644 -118.0894206 Curb/Gutter Corner Break 1/2" to 1" No No 2Grind598232 Gladys Ave34.06227934 -118.0894375 Curb/Gutter Spalling 1/2" to 1" No No 2Grind602752 Gladys Ave34.06176512 -118.0894207 Sidewalk Divided Slab 1/2" to 1" No No 5Grind613418 Burton Ave34.07042816 -118.0805103 Sidewalk Faulting 1/2" to 1" Yes No 4Grind623354 Burton Ave34.06948382 -118.0804938 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 15Grind633404 Burton Ave34.06990049 -118.0804997 Sidewalk Faulting 1/2" to 1" Yes No 4Grind648646 Burton Ave34.07174933 -118.0805625 Curb/Gutter Linear Cracking1/2" to 1" Yes No Crack in gutter 1Grind653230 Burton Ave34.06718791 -118.0804416 Sidewalk Faulting 1/2" to 1" Yes No 1Grind663010 Burton Ave34.06317955 -118.0803445 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 5Grind673028 Burton Ave34.06353582 -118.0803486 Sidewalk Faulting 1/2" to 1" Yes No 3Grind683034 Burton Ave34.06373913 -118.0803533 Sidewalk Faulting 1/2" to 1" Yes No Most of fault under 1/2" 5Grind693038 Burton Ave34.06394788 -118.080357 Sidewalk Faulting 1/2" to 1" No No 6Grind703044 Burton Ave34.06410249 -118.0803631 Sidewalk Faulting 1/2" to 1" Yes No Most of fault under 1/2" 6Grind713147 Burton Ave34.06562415 -118.0805085 Curb/Gutter Faulting 1/2" to 1" No No Fault in gutter 2Grind723107 Burton Ave34.06456392 -118.0804899 SidewalkSidewalk Curb Separation1/2" to 1" No No 7Grind733207 Burton Ave34.06638255 -118.0805452 Sidewalk Divided Slab 1/2" to 1" No No 2 slabs 9Grind743235 Burton Ave34.06718839 -118.0805529 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 2Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type753417 Burton Ave34.07043508 -118.0806225 SidewalkSidewalk Curb Separation1/2" to 1" No No 4Grind763428 Muscatel Ave34.07051057 -118.0773353 Curb/GutterSidewalk Curb Separation1/2" to 1" No No 14Grind773428 Muscatel Ave34.07054237 -118.0773246 Sidewalk Faulting 1/2" to 1" No No 2Grind783436 Muscatel Ave34.07087967 -118.0773361 Sidewalk Patching1/2" to 1" No No Ac patch 2Grind793406 Muscatel Ave34.07003021 -118.0773214 Curb/Gutter Spalling 1/2" to 1" No No 1Grind803412 Muscatel Ave34.07020618 -118.0773188 Curb/GutterSidewalk Curb Separation1/2" to 1" No No 2Grind813156 Muscatel Ave34.06604347 -118.077231 Curb/Gutter Spalling 1/2" to 1" No No 1Grind823328 Muscatel Ave34.06883717 -118.0772933 Curb/Gutter Spalling 1/2" to 1" No No 1Grind833150 Muscatel Ave34.06589323 -118.0772131 Sidewalk Faulting 1/2" to 1" No No 4Grind843134 Muscatel Ave34.06533215 -118.077214 Curb/Gutter Spalling 1/2" to 1" No No 1Grind853151 Muscatel Ave34.06582124 -118.0773452 Curb/Gutter Spalling 1/2" to 1" No No 1Grind863331 Muscatel Ave34.06870133 -118.0774108 Curb/Gutter Spalling 1/2" to 1" No No 1Grind873219 Muscatel Ave34.06713374 -118.0773802 Sidewalk Faulting 1/2" to 1" No No 2Grind883219 Muscatel Ave34.06693825 -118.0773731 Curb/Gutter Spalling 1/2" to 1" No No 1Grind893163 Muscatel Ave34.06620147 -118.0773537 Curb/GutterSidewalk Curb Separation1/2" to 1" Yes No 10Grind903163 Muscatel Ave34.0661316 -118.0773566 Sidewalk Faulting 1/2" to 1" No No 4Grind913349 Muscatel Ave34.06928475 -118.0774191 Curb/Gutter Spalling 1/2" to 1" No No 1Grind923425 Muscatel Ave34.07054264 -118.0774585 Curb/GutterSidewalk Curb Separation1/2" to 1" Yes No 4Grind933429 Muscatel Ave34.07074426 -118.0774583 Curb/GutterSidewalk Curb Separation1/2" to 1" Yes No 7Grind948742 Muscatel Ave34.07155989 -118.0774798 Curb/GutterSidewalk Curb Separation1/2" to 1" Yes No 5Grind953355 Muscatel Ave34.06937308 -118.0774248 Curb/Gutter Spalling 1/2" to 1" No No 1Grind963162 Muscatel Ave34.06616514 -118.077233 Sidewalk Faulting 1/2" to 1" No No 3Grind973204 Muscatel Ave34.06671371 -118.0772388 Sidewalk Faulting 1/2" to 1" No No 2Grind983216 Muscatel Ave34.06677554 -118.0772459 Sidewalk Spalling 1/2" to 1" No No 5Grind993216 Muscatel Ave34.06682382 -118.0772554 Curb/Gutter Spalling 1/2" to 1" No No 2Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type1003222 Muscatel Ave34.06701393 -118.0772553 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 8Grind1013122 Muscatel Ave34.06500542 -118.0772044 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1028801 Garvey Ave34.06279013 -118.0770563 SidewalkSidewalk Curb Separation1/2" to 1" No Yes 20Grind1038801 Garvey Ave34.06280728 -118.0769287 Sidewalk Faulting 1/2" to 1" No Yes 4Grind1043040 Muscatel Ave34.06387226 -118.0771834 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1053117 Muscatel Ave34.06494411 -118.0773413 Sidewalk Faulting 1/2" to 1" No No 2Grind1063101 Muscatel Ave34.06469665 -118.0773256 Sidewalk Faulting 1/2" to 1" Yes No 4Grind1073101 Muscatel Ave34.06459024 -118.0773237 Sidewalk Faulting 1/2" to 1" No No 3Grind1083055 Muscatel Ave34.0643946 -118.0773136 Sidewalk Spalling 1/2" to 1" No No 1Grind1093045 Muscatel Ave34.06415819 -118.0773049 Curb/GutterSidewalk Curb Separation1/2" to 1" Yes No 6Grind1103029 Muscatel Ave34.06357458 -118.0773086 Sidewalk Faulting 1/2" to 1" Yes No 4Grind1113025 Muscatel Ave34.06345962 -118.0772849 Curb/GutterSidewalk Curb Separation1/2" to 1" No No 3Grind1128735 Garvey Ave34.06278862 -118.0773901 SidewalkSidewalk Curb Separation1/2" to 1" No No 20Grind1133238 Ivar Ave34.06753832 -118.0756793 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1143238 Ivar Ave34.06768191 -118.0756843 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1153432 Ivar Ave34.07081473 -118.0757293 Sidewalk Patching 1/2" to 1" No No 4Grind1163350 Ivar Ave34.06946768 -118.0757199 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1173412 Ivar Ave34.07021481 -118.0757308 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1183412 Ivar Ave34.07029333 -118.0757323 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1193436 Ivar Ave34.07084251 -118.0757303 Sidewalk Corner Break 1/2" to 1" No No 2Grind1203442 Ivar Ave34.07110898 -118.0757392 Sidewalk Patching 1/2" to 1" No No 4Grind1213407 Ivar Ave34.07011463 -118.07584 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1223407 Ivar Ave34.07008084 -118.0758397 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1233365 Ivar Ave34.06976001 -118.0758395 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type1243421 Ivar Ave34.07054662 -118.0758423 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1253245 Ivar Ave34.06770694 -118.0757946 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1263237 Ivar Ave34.06752839 -118.0757925 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1273315 Ivar Ave34.06848592 -118.0758165 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1283309 Ivar Ave34.06828008 -118.0758112 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1293335 Ivar Ave34.06895293 -118.0758413 Sidewalk Patching 1/2" to 1" No No 3Grind1303231 Ivar Ave34.06741516 -118.0757891 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1313012 Ivar Ave34.06327967 -118.0755814 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1323012 Ivar Ave34.06330433 -118.0755829 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1333138 Ivar Ave34.0655868 -118.0756213 Sidewalk Linear Cracking 1/2" to 1" No No 4Grind1343152 Ivar Ave34.0659316 -118.0756415 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1353156 Ivar Ave34.0660375 -118.0756461 Curb/GutterSidewalk Curb Separation1/2" to 1" No No 6Grind1368844 Ivar Ave34.06603195 -118.075756 Curb/Gutter Spalling 1/2" to 1" No No 2Grind1378841 Ivar Ave34.06642015 -118.0757653 Curb/Gutter Spalling 1/2" to 1" No No 1Grind1383151 Ivar Ave34.06592289 -118.0757543 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1398841 Ivar Ave34.06551833 -118.0757433 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1403145 Ivar Ave34.06569201 -118.07575 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1413103 Ivar Ave34.06463945 -118.075723 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1423103 Ivar Ave34.06465856 -118.0757234 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1433103 Ivar Ave34.06456697 -118.0757413 Sidewalk Spalling 1/2" to 1" No No 4Grind1443037 Ivar Ave34.06378742 -118.0757032 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1453033 Ivar Ave34.0636311 -118.075719 Sidewalk Patching 1/2" to 1" No No Patch poor condition 2Grind1463027 Ivar Ave34.06353922 -118.0756988 Curb/Gutter Linear Cracking 1/2" to 1" No No 6 cracks along edge 2Grind1478930 Beatrice Pl34.06783182 -118.0745975 Sidewalk Faulting 1/2" to 1" No No 4Grind1488920 Beatrice Pl34.06787276 -118.0748467 Sidewalk Divided Slab 1/2" to 1" No No 6Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type1498942 Beatrice Pl34.06783171 -118.0743209 Sidewalk Faulting 1/2" to 1" No No Both sides of slab faulted 4Grind1508942 Beatrice Pl34.06782956 -118.0741929 Sidewalk Faulting 1/2" to 1" No No 4Grind1518940 Beatrice Pl34.06783019 -118.0743584 Sidewalk Divided Slab 1/2" to 1" No No 6Grind1528933 Beatrice Pl34.06795684 -118.0745717 SidewalkBuckled Slab / Blow Up1/2" to 1" Yes No Tented 16Grind1538922 E Whitmore St34.06514718 -118.0748111 Sidewalk Linear Cracking 1/2" to 1" No No 5Grind1548935 E Whitmore St34.06522258 -118.0744651 Sidewalk Faulting 1/2" to 1" No No 4Grind1558935 E Whitmore St34.06522497 -118.0745505 Sidewalk Faulting 1/2" to 1" No No 4Grind1568945 E Whitmore St34.06522327 -118.0741123 Sidewalk Faulting 1/2" to 1" No No 3Grind1578945 E Whitmore St34.06522335 -118.0741419 Sidewalk Faulting 1/2" to 1" No No 3Grind1588965 Rosemead Pl34.06544604 -118.0733567 Sidewalk Faulting 1/2" to 1" No No 2Grind1599050 Whitmore St34.06571712 -118.071334 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1609060 Whitmore St34.06571721 -118.0712804 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1619060 Whitmore St34.06571928 -118.0711845 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1629060 Whitmore St34.06571786 -118.0709946 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1639068 Whitmore St34.065719 -118.0708335 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1649107 Whitmore St34.06579848 -118.0702838 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1659107 Whitmore St34.06579717 -118.0702987 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1669107 Whitmore St34.06579788 -118.0703029 Curb/Gutter Linear Cracking 1/2" to 1" No No 2Grind1673202 Leyburn Dr34.06588697 -118.0707699 Sidewalk Spalling 1/2" to 1" No No 6Grind1689065 Leyburn Dr34.06592518 -118.0708848 Sidewalk Divided Slab 1/2" to 1" Yes No 16Grind1699065 Whitmore St34.06580746 -118.0711055 Sidewalk Faulting 1/2" to 1" Yes No 3Grind1703272 Leyburn Dr34.06769886 -118.0710555 Sidewalk Faulting 1/2" to 1" No No 3Grind1713227 Leyburn Dr34.06662366 -118.0708787 Curb/Gutter Spalling 1/2" to 1" No No 4Grind1723249 Leyburn Dr34.06720198 -118.071032 Curb/Gutter Spalling 1/2" to 1" No No 1Grind1733255 Leyburn Dr34.06732482 -118.0710708 Curb/Gutter Spalling 1/2" to 1" No No 1Grind1743262 Leyburn Dr34.06757999 -118.0709736 Sidewalk Faulting 1/2" to 1" No No 4Grind1753262 Leyburn Dr34.06768323 -118.0710086 Sidewalk Faulting 1/2" to 1" No No 2Grind1763262 Leyburn Dr34.06767397 -118.0710017 Sidewalk Faulting 1/2" to 1" No No 2Grind1779103 Kahns Dr34.06721774 -118.0708466 Sidewalk Faulting 1/2" to 1" No No 5Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type1789103 Leyburn Dr34.06747151 -118.0709841 Sidewalk Faulting 1/2" to 1" Yes No 2Grind1793228 Leyburn Dr34.06653136 -118.0707822 Curb/Gutter Spalling 1/2" to 1" No No 1Grind1803262 Leyburn Dr34.06748063 -118.0711206 Curb/Gutter Spalling 1/2" to 1" No No 1Grind1819114 Kahns Dr34.06723568 -118.0704056 Sidewalk Spalling 1/2" to 1" No No Curb and sidewalk spalled 1Grind1822618 River Ave34.0595679 -118.0730153 Sidewalk Faulting 1/2" to 1" Yes No 8Grind1832628 River Ave34.05965506 -118.0730221 Sidewalk Faulting 1/2" to 1" No No 8Grind1842628 River Ave34.05986238 -118.073022 Sidewalk Faulting 1/2" to 1" No No 10Grind1852660 River Ave34.06076318 -118.0730351 Sidewalk Faulting 1/2" to 1" Yes No 11Grind1862660 River Ave34.06081754 -118.0730268 Sidewalk Spalling 1/2" to 1" Yes No 9Grind1879010 River Ave34.062319 -118.0730314 Sidewalk Faulting 1/2" to 1" No No 4Grind1882662 River Ave34.06092369 -118.0730207 Sidewalk Faulting 1/2" to 1" Yes No North of 2662 River Ave (near tree) 9Grind1892662 River Ave34.06096845 -118.0730282 Sidewalk Faulting 1/2" to 1" Yes No North of 2662 River Ave (near tree) 8Grind1902641 River Ave34.06068182 -118.0731877 Sidewalk Faulting 1/2" to 1" Yes No 8Grind1912641 River Ave34.06070237 -118.0731911 Sidewalk Linear Cracking 1/2" to 1" Yes No 8Grind1922641 River Ave34.06065154 -118.0731929 SidewalkBuckled Slab / Blow Up1/2" to 1" Yes No Also Sidewalk curb separation 1/2" 5Ō long on same s8Grind1932641 River Ave34.06061089 -118.0731827 Sidewalk Faulting 1/2" to 1" Yes No 11Grind1942641 River Ave34.06058503 -118.0731836 Sidewalk Linear Cracking 1/2" to 1" No No 8Grind1952641 River Ave34.06055844 -118.0731872 Sidewalk Faulting 1/2" to 1" No No 3Grind1962641 River Ave34.06049557 -118.0731915 Sidewalk Divided Slab 1/2" to 1" Yes No 8Grind1972641 River Ave34.06033098 -118.0731964 Sidewalk Faulting 1/2" to 1" Yes No 8Grind1982641 River Ave34.06021312 -118.0731926 Sidewalk Faulting 1/2" to 1" Yes No 9Grind1992617 River Ave34.05955825 -118.0731826 Sidewalk Faulting 1/2" to 1" No No 6Grind2002617 River Ave34.05949247 -118.0732179 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2012617 River Ave34.05946392 -118.0731779 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2022623 River Ave34.059899 -118.0731781 SidewalkSidewalk Curb Separation1/2" to 1" No No 7Grind2032713 River Ave34.06190781 -118.0731868 Sidewalk Faulting 1/2" to 1" No No 9Grind2042713 River Ave34.06170143 -118.0731748 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 7Grind2052713 River Ave34.06089427 -118.0731926 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2062713 River Ave34.06161342 -118.0731765 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 7Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type2072713 River Ave34.06158285 -118.07318 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 7Grind2082713 River Ave34.06156617 -118.0731776 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 5Grind2092713 River Ave34.06129102 -118.0731853 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 3Grind2108966 River Ave34.06211551 -118.0731835 Sidewalk Spalling 1/2" to 1" No No 12Grind2119010 Garvey Ave34.06258134 -118.0724774 Sidewalk Linear Cracking 1/2" to 1" Yes No 7Grind2129010 Garvey Ave34.06258048 -118.0728157 Sidewalk Faulting 1/2" to 1" Yes No 1Grind2138966 Garvey Ave34.06258399 -118.0734237 Sidewalk Spalling 1/2" to 1" No No 3Grind2142641 Stingle Ave34.06033265 -118.07479 Sidewalk Divided Slab 1/2" to 1" No No10 more feet non displaced linear cracking 8Grind2152617 Stingle Ave34.0597659 -118.0749748 Sidewalk Faulting 1/2" to 1" No No 4Grind2162649 Stingle Ave34.05980451 -118.0749735 Sidewalk Faulting 1/2" to 1" No No 4Grind2172664 Stingle Ave34.06049061 -118.0747929 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2182664 Stingle Ave34.06044727 -118.0747931 SidewalkBuckled Slab / Blow Up1/2" to 1" Yes No 7Grind2192664 Stingle Ave34.06075365 -118.0747972 Sidewalk Spalling 1/2" to 1" No No 3Grind2202724 Stingle Ave34.0615558 -118.0747999 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2212704 Stingle Ave34.06101505 -118.0747991 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2222704 Stingle Ave34.06094694 -118.0748027 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2232738 Stingle Ave34.06199978 -118.0748173 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2242727 Stingle Ave34.06116801 -118.0749762 Sidewalk Faulting 1/2" to 1" Yes No 12Grind2252727 Stingle Ave34.06164516 -118.0749852 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2268914 Stingle Ave34.06229745 -118.0749883 Sidewalk Faulting 1/2" to 1" No No 2Grind2272731 Stingle Ave34.06182649 -118.0749849 Sidewalk Faulting 1/2" to 1" No No 4Grind2288834 Garvey Ave34.06258064 -118.0754852 Sidewalk Spalling 1/2" to 1" No No 1Grind2298902 Garvey Ave34.06256707 -118.0753338 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2308902 Garvey Ave34.06256923 -118.0753593 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 5Grind2312642 Muscatel Ave34.06029539 -118.0771126 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2322702 Muscatel Ave34.06086433 -118.0771156 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2332702 Muscatel Ave34.06088018 -118.0771135 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2342736 Muscatel Ave34.06186904 -118.0771187 Sidewalk Faulting 1/2" to 1" Yes No 9Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type2352746 Muscatel Ave34.06209271 -118.0771151 Sidewalk Faulting 1/2" to 1" Yes No 12Grind2362608 Muscatel Ave34.05923671 -118.077107 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2372632 Muscatel Ave34.06006763 -118.0771103 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2382723 Muscatel Ave34.0614346 -118.0772974 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2392723 Muscatel Ave34.06142032 -118.0772977 Sidewalk Faulting 1/2" to 1" Yes No 6Grind2402741 Muscatel Ave34.06195648 -118.0772891 Sidewalk Faulting 1/2" to 1" No No 12Grind2418738 Garvey Ave34.06257285 -118.0775462 SidewalkSidewalk Curb Separation1/2" to 1" No No 10Grind2422437 Muscatel Ave34.05646957 -118.0777171 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2432431 Muscatel Ave34.05630917 -118.0777771 Sidewalk Faulting 1/2" to 1" No No 4Grind2442431 Muscatel Ave34.05633456 -118.0777621 Sidewalk Faulting 1/2" to 1" No No 4Grind2452417 Muscatel Ave34.05597947 -118.0779784 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2462409 Muscatel Ave34.05574111 -118.0780429 Sidewalk Faulting 1/2" to 1" Yes No 6Grind2472403 Klingerman St34.0554625 -118.0782957 Sidewalk Faulting 1/2" to 1" No No 3Grind2482559 Muscatel Ave34.05850418 -118.0771946 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2492549 Muscatel Ave34.05823412 -118.0771904 Sidewalk Faulting 1/2" to 1" Yes No 5Grind2502535 Muscatel Ave34.05789369 -118.0772172 Sidewalk Faulting 1/2" to 1" Yes No 5Grind2512529 Muscatel Ave34.05777045 -118.0772431 Sidewalk Faulting 1/2" to 1" Yes No 12Grind2522507 Muscatel Ave34.05707028 -118.0774897 Sidewalk Faulting 1/2" to 1" Yes No 10Grind2532507 Muscatel Ave34.05715385 -118.0774669 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2542404 Muscatel Ave34.05549249 -118.0778071 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2552412 Muscatel Ave34.05580764 -118.0778375 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2562424 Muscatel Ave34.05611495 -118.0776911 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2572444 Muscatel Ave34.0565328 -118.0775048 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2582454 Muscatel Ave34.05688947 -118.0773734 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2592512 Muscatel Ave34.05730549 -118.0772161 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2602532 Muscatel Ave34.05774368 -118.077069 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2612532 Muscatel Ave34.05773655 -118.0770705 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2622538 Muscatel Ave34.05793368 -118.0770304 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2632544 Muscatel Ave34.05803021 -118.0770224 Sidewalk Faulting 1/2" to 1" Yes No 5Grind2642582 Dubonnet Ave34.05897467 -118.0778462 Sidewalk Faulting 1/2" to 1" Yes No 9Grind2652733 Bartlett Ave34.0617031 -118.079224 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2668682 Garvey Ave34.06255721 -118.0789993 Sidewalk Faulting 1/2" to 1" No No 6Grind2672433 Bartlett Ave34.05643985 -118.0789474 Sidewalk Faulting 1/2" to 1" Yes No 10Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type2682503 Bartlett Ave34.05740225 -118.0789451 Sidewalk Faulting 1/2" to 1" Yes No 10Grind2692432 Bartlett Ave34.05645393 -118.0787709 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2702438 Bartlett Ave34.05660009 -118.0787724 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2712512 Bartlett Ave34.05765911 -118.0787774 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2722522 Bartlett Ave34.05796244 -118.0787713 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2732542 Bartlett Ave34.05844683 -118.0787767 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2748650 La Presa Ave34.06221712 -118.0802828 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2758650 La Presa Ave34.06222333 -118.080286 Sidewalk Corner Break 1/2" to 1" Yes No 4Grind2762732 La Presa Ave34.06162749 -118.080217 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2778640 La Presa Ave34.0623828 -118.0804366 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 10Grind2782747 La Presa Ave34.06214055 -118.0804296 Sidewalk Pothole 1/2" to 1" No No 8Grind2792607 La Presa Ave34.0593149 -118.0803273 Sidewalk Faulting 1/2" to 1" Yes No 10Grind2808650 Garvey Ave34.06257148 -118.0800086 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 4Grind2818650 Garvey Ave34.06254946 -118.0800077 Sidewalk Linear Cracking 1/2" to 1" Yes No 1Grind2828640 Garvey Ave34.06256831 -118.0807424 Sidewalk Spalling 1/2" to 1" No No 1Grind2838630 Garvey Ave34.06255077 -118.0809367 Sidewalk Faulting 1/2" to 1" Yes No 8Grind2842419 La Presa Ave34.05605951 -118.0798008 SidewalkSidewalk Curb Separation1/2" to 1" No No 8Grind2852438 La Presa Ave34.05654282 -118.0796704 SidewalkSidewalk Curb Separation1/2" to 1" No No 3Grind2862522 La Presa Ave34.05791638 -118.0796764 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2872403 Paljay Ave34.05563714 -118.0808422 Sidewalk Faulting 1/2" to 1"Yes No Temporary patch ramp eroding 8Grind2882448 Paljay Ave34.05688897 -118.0806853 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2898640 Paljay Ave34.05892133 -118.0807026 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2908640 Paljay Ave34.05881659 -118.0807024 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2918640 Paljay Ave34.05880309 -118.0807014 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2922542 Paljay Ave34.05862482 -118.0807037 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2932514 Paljay Ave34.05779189 -118.0807006 Sidewalk Faulting 1/2" to 1" Yes No 11Grind2942556 Fern Ave34.05897395 -118.0795325 Sidewalk Faulting 1/2" to 1" Yes No 7Grind2952556 Fern Ave34.05897476 -118.0795448 Sidewalk Faulting 1/2" to 1" Yes No 4Grind2962605 Fern Ave34.05912571 -118.0773603 Sidewalk Faulting 1/2" to 1" No No 4Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type2972605 Fern Ave34.059124 -118.0775748 Sidewalk Faulting 1/2" to 1" No No 5Grind2988723 Fern Ave34.05911814 -118.0782173 Sidewalk Faulting 1/2" to 1" No No 8Grind2992602 Fern Ave34.05910839 -118.0788661 ADA RampSidewalk Curb Separation1/2" to 1" Yes No 8Grind3002602 Fern Ave34.05911923 -118.0788156 Sidewalk Faulting 1/2" to 1" Yes No 10Grind3012600 Fern Ave34.05911618 -118.0800371 Sidewalk Faulting 1/2" to 1" Yes No 7Grind3022655 Fern Ave34.05909306 -118.0864469 Sidewalk Spalling 1/2" to 1" No No 2Grind3031265 Delta Ave34.0616289 -118.0863624 SidewalkOther: Tree Box Hole No Grating1/2" to 1" No 2Grind3041265 Delta Ave34.06149604 -118.086363 SidewalkOther: Tree Box Hole No Grating1/2" to 1" No 2Grind3051265 Delta Ave34.06135601 -118.0863618 SidewalkOther: Tree Box Hole No Grating1/2" to 1" No 2Grind3061265 Delta Ave34.06123265 -118.0863633 SidewalkOther: Tree Box Hole No Grating1/2" to 1" No 2Grind3071265 Delta Ave34.06108168 -118.0863659 SidewalkOther: Tree Box Hole No Grating1/2" to 1" No 2Grind3082655 Delta Ave34.0612276 -118.0863665 Sidewalk Spalling 1/2" to 1" No No 2Grind3092655 Delta Ave34.06117704 -118.0863694 SidewalkSidewalk Curb Separation1/2" to 1" No No Also some spalling between slabs 16Grind3101265 Delta Ave34.0602396 -118.0863681 SidewalkOther: Tree Box Hole No Grating1/2" to 1" Empty tree box 10Grind3111265 Delta Ave34.05969584 -118.0863562 SidewalkOther: Tree Box Hole No Grating1/2" to 1" Empty tree box 10Grind3121265 Delta Ave34.0595463 -118.0863546 SidewalkOther: Tree Box Hole No Grating1/2" to 1" Empty tree box 10Grind3131265 Delta Ave34.05939458 -118.0863581 SidewalkOther: Tree Box Hole No Grating1/2" to 1" Empty tree box 10Grind3142654 Delta Ave34.06049188 -118.0862292 Sidewalk Faulting 1/2" to 1" No No 1Grind3152700 Delta Ave34.06076507 -118.0862372 Sidewalk Faulting 1/2" to 1" NoNo Faulting next to utility covers 3Grind3162716 Delta Ave34.06118351 -118.0862232 Sidewalk Faulting 1/2" to 1"No No Faulting next to utility covers 5Grind3172611 Earle Ave34.05949208 -118.084893 Sidewalk Faulting 1/2" to 1" No No 5Grind3182735 Earle Ave34.06164292 -118.0849214 SidewalkSidewalk Curb Separation1/2" to 1" No No 6Grind3198440 Earle Ave34.0622273 -118.0849137 Sidewalk Patching 1/2" to 1" No No 10Grind3202632 Earle Ave34.05996257 -118.0847969 Curb/Gutter Faulting 1/2" to 1" No No 2Grind3212632 Earle Ave34.06001592 -118.0847932 Sidewalk Faulting 1/2" to 1" No No 5Grind3222636 Earle Ave34.06010889 -118.0847793 Sidewalk Faulting 1/2" to 1"No No Faulting near water utility cover 3Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type3232636 Earle Ave34.06013185 -118.0847792 SidewalkSidewalk Curb Separation1/2" to 1" No No 30Grind3248450 Earle Ave34.0618669 -118.08479 Sidewalk Faulting 1/2" to 1" Yes No 5Grind3252706 Earle Ave34.06090436 -118.0847943 Sidewalk Faulting 1/2" to 1" No No 5Grind3262713 Willard Ave34.0611189 -118.0834662 Sidewalk Faulting 1/2" to 1" Yes No 4Grind3272723 Willard Ave34.06141273 -118.0834725 Sidewalk Faulting 1/2" to 1" No No Faulting near empty tree box 6Grind3282630 Willard Ave34.06005064 -118.0833162 Sidewalk Faulting 1/2" to 1" Yes No 9Grind3298512 Willard Ave34.06217275 -118.0833322 Sidewalk Faulting 1/2" to 1" No No 9Grind3302712 Willard Ave34.06114538 -118.0833285 Sidewalk Faulting 1/2" to 1" Yes No 7Grind3312724 Willard Ave34.0615544 -118.083328 Sidewalk Faulting 1/2" to 1" Yes No 7Grind3328347 Klingerman St34.05538878 -118.0870415 SidewalkBuckled Slab / Blow Up1/2" to 1" No No On SW side of where Angelus Ave and Klingerman St 6Grind3332422 Angelus Ave34.05599751 -118.0870689 Sidewalk Faulting 1/2" to 1" No No 3Grind3348334 Angelus Ave34.05892682 -118.0870772 Sidewalk Patching 1/2" to 1" No No 3Grind3358347 Klingerman St34.05555587 -118.0871648 SidewalkSidewalk Curb Separation1/2" to 1" Yes No On SW side of where Angelus Ave and Klingerman St 9Grind3362417 Angelus Ave34.05674253 -118.08721 Sidewalk Faulting 1/2" to 1" Yes No 9Grind3372417 Angelus Ave34.05569569 -118.0871908 SidewalkSidewalk Curb Separation1/2" to 1" Yes No Curb separation along 10 slabs 56Grind3382417 Angelus Ave34.0559497 -118.087198 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 5Grind3392417 Angelus Ave34.0559599 -118.0872 Sidewalk Faulting 1/2" to 1" Yes No 2Grind3402417 Angelus Ave34.05611609 -118.0871964 Sidewalk Faulting 1/2" to 1" No NoAlso some sidewalk/curb separation 10Grind3412561 Angelus Ave34.05884936 -118.0872268 Sidewalk Spalling 1/2" to 1" No No 2Grind3422457 Angelus Ave34.0569133 -118.0872145 Sidewalk Faulting 1/2" to 1" Yes No 2Grind3438380 Klingerman St34.05492166 -118.0869235 Sidewalk Faulting 1/2" to 1" NoNo Where bridge and sidewalk meet 10Grind3448347 Klingerman St34.0553519 -118.0870448 Sidewalk Faulting 1/2" to 1" Yes No On south side of Klingerman St (across from 8347 Klin10Grind3458380 Klingerman St34.05500347 -118.0867698 Sidewalk Linear Cracking 1/2" to 1" No No Pathway near pedestrian bridge 10Grind3468380 Klingerman St34.05526857 -118.0869734 Sidewalk Faulting 1/2" to 1" Yes No Pathway near pedestrian bridge 8Grind3478407 Fern Ave34.05910986 -118.0859838 Sidewalk Faulting 1/2" to 1" Yes No 7Grind3482404 Delta Ave34.05556004 -118.0860257 Sidewalk Faulting 1/2" to 1" No No 9Grind3498408 Delta Ave34.05884191 -118.0860621 Sidewalk Patching 1/2" to 1" No No 4Grind3502431 Delta Ave34.05622416 -118.0861656 Sidewalk Patching 1/2" to 1" No No 7Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type3512431 Delta Ave34.05620846 -118.0861783 Sidewalk Faulting 1/2" to 1" No No 2Grind3522443 Delta Ave34.056555 -118.0861696 Sidewalk Faulting 1/2" to 1" No No 2Grind3538360 Delta Ave34.05893236 -118.0861893 Sidewalk Faulting 1/2" to 1" No No 3Grind3542528 Earle Ave34.05796204 -118.084981 SidewalkOther: Utility Box / Cover Manhole1/2" to 1"Yes Vertical displacement over utility cover 5Grind3552536 Earle Ave34.05821082 -118.0849855 Sidewalk Faulting 1/2" to 1" Yes No 3Grind3562457 Earle Ave34.05696041 -118.0851254 Sidewalk Faulting 1/2" to 1" No No 3Grind3572411 Earle Ave34.05566937 -118.0851202 Sidewalk Corner Break 1/2" to 1" No No 6Grind3582517 Earle Ave34.05766164 -118.0851232 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 14Grind3598380 Klingerman St34.05527826 -118.0861978 SidewalkSidewalk Curb Separation1/2" to 1" No No Just east of 8380 Klingerman St near street light 7Grind3608380 Klingerman St34.05527953 -118.086173 SidewalkSidewalk Curb Separation1/2" to 1" No No Just east of 8380 Klingerman St near street light 7Grind3618380 Klingerman St34.05528872 -118.0841235 Sidewalk Faulting 1/2" to 1" Yes No Just east of 8380 Klingerman St near street light 8Grind3628380 Klingerman St34.05528735 -118.0839708 Sidewalk Faulting 1/2" to 1" Yes No Just east of 8380 Klingerman St near street light 3Grind3638471 Klingerman St34.05529305 -118.0833489 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 5Grind3648471 Klingerman St34.05528933 -118.083242 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 3Grind3658471 Klingerman St34.05528911 -118.0823277 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 8Grind3668471 Klingerman St34.05528407 -118.0845225 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 8Grind3678471 Klingerman St34.0552773 -118.0847352 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 8Grind3688471 Klingerman St34.05527996 -118.0848551 Sidewalk Faulting 1/2" to 1" Yes No Across the street from 8471 Klingerman St 8Grind3698510 Klingerman St34.0554708 -118.0825231 Sidewalk Faulting 1/2" to 1" No No 8Grind3708470 Klingerman St34.05547333 -118.0834498 Sidewalk Spalling 1/2" to 1" No No 9Grind3718447 Klingerman St34.05547183 -118.0843573 Sidewalk Faulting 1/2" to 1" No No 10Grind3722244 Klingerman St34.05536945 -118.0785543 Sidewalk Faulting 1/2" to 1" Yes No Temporary ramp Eroding 11Grind3732244 Klingerman St34.05535893 -118.0786279 Sidewalk Faulting 1/2" to 1" Yes No 11Grind3742244 Klingerman St34.05535434 -118.0790908 Sidewalk Faulting 1/2" to 1" Yes No 11Grind3752244 Klingerman St34.05534995 -118.0793354 Sidewalk Faulting 1/2" to 1" Yes No 11Grind3762244 Klingerman St34.05534587 -118.0794178 Sidewalk Faulting 1/2" to 1" Yes No 15Grind3772244 Klingerman St34.05534641 -118.079507 SidewalkSidewalk Curb Separation1/2" to 1" Yes No Temporary ramp eroding 15Grind3782244 Klingerman St34.05535757 -118.0804472 Sidewalk Faulting 1/2" to 1" Yes No 9Grind
Order Address Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type3792244 Klingerman St34.05535152 -118.080171 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 12Grind3802244 Klingerman St34.05536019 -118.0798879 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 11GrindAlleysOrder Latitude LongitudeAssetTypeDistressTypeVerticalDisplacementTreeUtilityBoxComments LFMaint.Type12508 Walnut Grove Ave34.05758082 -118.0817949 Sidewalk Faulting 1/2" to 1" No No 2Grind22502 Walnut Grove Ave34.05742402 -118.0817872 Sidewalk Faulting 1/2" to 1" No No 2Grind32409 Walnut Grove Ave34.05569156 -118.0820288 Sidewalk Faulting 1/2" to 1" No No 4Grind42409 Walnut Grove Ave34.05579488 -118.0820301 Sidewalk Faulting 1/2" to 1" No No 9Grind52503 Al S/Fern34.05739221 -118.0820377 Sidewalk Faulting 1/2" to 1" No No 2Grind62503 Al S/Fern34.05742313 -118.0820397 Sidewalk Faulting 1/2" to 1" No No 4Grind72525 Walnut Grove Ave34.05801392 -118.0820292 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 10Grind82531 Walnut Grove Ave34.05820312 -118.0820341 SidewalkSidewalk Curb Separation1/2" to 1" Yes No 9Grind92539 Walnut Grove Ave34.05836871 -118.0820425 Sidewalk Faulting 1/2" to 1" Yes No 4GrindTotal LF to Grind = 2,365
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX C – WILLARD AVENUE
IMPROVEMENTS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX D – GARVEY CENTER
PARKING LOT IMPROVMENTS
1 5 APRIL 2026 NTS
GARVEY CENTER PARKING LOT
IMPROVEMENTS
2 5 APRIL 2026 NTS
GARVEY CENTER PARKING LOT
IMPROVEMENTS
3 5 APRIL 2026 NTS
GARVEY CENTER PARKING LOT
IMPROVEMENTS
4 5 APRIL 2026 NTS
GARVEY CENTER PARKING LOT
IMPROVEMENTS
5 5 APRIL 2026 NTS
GARVEY CENTER PARKING LOT
IMPROVEMENTS
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX E – ZAPOPAN PARK
PARKING LOT STRIPING
No striping is
needed for
this segment
of the
parking lot
ZAPOPAN PARK
Striping for all other
segments of parking
lot is shown per
striping plan on
Sheet 2.
1 2 APRIL 2026 NTS
ZAPOPAN PARK PARKING LOT STRIPING
APPENDIX E: ZAPOPAN PARK PARKING LOT STRIPING
ZAPOPAN PARK PARKING LOT STRIPING
2 2 APRIL 2026 NTS
APPENDIX E: ZAPOPAN PARK PARKING LOT STRIPING
CITY OF ROSEMEAD
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
PART "D"
APPENDIX F – MONITORING WELLS
APPROVED BY:
CITY ENGINEER DATE
Underground Service Alert
Call: TOLL FREE
811
DWG. NO.3 WORKING DAYS BEFORE YOU DIG SHEET 5 OF 24
NOT TO SCALE
LEGEND
APRIL 2026
FY 25-26 ANNUAL PAVEMENT REHABILITATION
PROJECT NO. 21850
AERIAL VIEW OF PROJECT LOCATIONS
CITY OF ROSEMEAD – PUBLIC WORKS DEPARTMENT
NOTE:
THESE PLANS ARE SCHEMATIC BY DESIGN. DELINEATION,
DIMENSIONS, AND LOCATIONS OF PAVEMENT MARKINGS,
MARKERS, AND LIMITS OF WORK ARE APPROXIMATE AND FOR
BID PURPOSES ONLY. FINAL LIMITS OF WORK, PAVEMENT
MARKINGS AND MARKERS, AND ALL ITEMS OF WORK SHALL BE
PER THE CITY ENGINEER OR DESIGNEE.
ROADWAY REHAB - COLD-MILL 2" EXISTING ASPHALT CONCRETE AND CONSTRUCT 2" AC (WEARING COURSE
SHALL BE C2 PG 64-10). WORK INCLUDES CRACK SEALING.
ROADWAY REHAB – CONSTRUCT QUICK SET EMULSION AGGREGATE SLURRY TYPE II (CATIONIC) WITH 2½
PERCENT LATEX ADDITIVE. WORK TO INCLUDE CRACK SEALING AND REMOVAL OF EXISTING STRIPING AND
PAVEMENT MARKINGS, PRIOR TO APPLYING SLURRY SEAL.
ALLEY WAY REHAB – COLD-MILL 2” EXISTING ASPHALT CONCRETE AND CONSTRUCT 2” AC (WEARING COURSE
SHALL BE C2 PG-64-10). WORK INCLUDES CRACK SEALING
CITY LIMITS
KLINGERMAN ST KLINGERMAN ST
ALLEYWAY WEST OF WALNUT GROVE AVE BETWEEN
FERN AVE AND KLINGERMAN ST THIS SEGMENT TO
BE COMPLETED DURING AFTER HOURS IN ORDER TO AVOID IMPACTS TO NEARBY
SCHOOL
ALLEYWAY EAST
OF WALNUT GROVE AVE BETWEEN FERN AVE AND KLINGERMAN ST GLADYS AVENUE DELTA AVENUE EARLE AVENUE WILLARD AVENUE LAPRESA AVENUE BARTLETT AVENUE MUSCATEL AVENUE STINGLE AVENUE RIVER AVENUE ANGELUS AVENUE DELTA AVENUE EARLE AVENUE PALJAY AVENUE LAPRESA AVENUE BARTLETT AVENUE DUBONNET AVENUE STINGLE AVE & RIVER AVE ROADWAY SEGMENTS ARE TO BE COMPLETED DURING
AFTER HOURS (8PM TO 5AM) IN ORDER TO AVOID IMPACTS TO THESE COMMERCIAL ZONED STREETS
GARVEY AVENUE WALNUT GROVE AVENUE FERN AVENUE FERN AVENUE
SEMOU wells