Lynwood City Council
May 2, 2023

NOTICE TO ALL PROSPECTIVE BIDDERS:

ADDENDUM NO. 1

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS UTILITY DEPARTMENT

The following modification/clarification is hereby made a part of the Request for Proposal and supersedes, replaces, and/ or amends the provisions included in the original Request for Proposal:

The City of Lynwood has added the following information to the Request for Proposal.

This is a prevailing wage project and current DIR documentation must be provided.

Please review Appendix A: Labor Code and submit the following document with the proposal.

Appendix B: Department of Industrial Relations (DIR) Contractor Registration Number Form with proposal.

The rest of sections in the Request for Proposal shall remain unchanged.

BY ORDER OF THE CITY OF LYNWOOD, CALIFORNIA:

By: _______________________________________
Julian Lee
City of Lynwood, Director of Public Works

Date:________2-27-2023______________________________
285

APPENDIX “A”

Labor Code Sections 1771, 1775, 1776, 1777.5, 1813 and 1815

Labor Code Section 1771
Requirement of prevailing local rate for work under contract

Except for public works projects of one thousand dollars ($1,000) or less, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in this chapter, shall be paid to all workers employed on public works.

This section is applicable only to work performed under contract, and is not applicable to work carried out by a public agency with its own forces. This section is applicable to contracts let for maintenance work.

Labor Code Section 1775
Forfeiture for paying less than prevailing wage rates; Amount of penalty; Payments to workers; Liability of prime contractor; Notification of complaint

(a)

(1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rates as determined by the director for the work or craft in which the worker is employed for any public work done under the contract by the contractor or, except as provided in subdivision (b), by any subcontractor under the contractor.

(2)

(A) The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following:

(i) Whether the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.

(ii) Whether the contractor or subcontractor has a prior record of failing to meet its prevailing wage obligations.

(B)

(i) The penalty may not be less than ten dollars ($10) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.

(ii) The penalty may not be less than twenty dollars ($20) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the contractor or subcontractor has been assessed penalties within the previous three years for failing to meet its prevailing wage obligations on a separate 286

contract, unless those penalties were subsequently withdrawn or overturned.

(iii) The penalty may not be less than thirty dollars ($30) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1.

When the amount due under this section is collected from the contractor or subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 against that contractor or subcontractor shall be satisfied before applying that amount to the penalty imposed on that contractor or subcontractor pursuant to this section.

(C) The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for abuse of discretion.

(D) 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 shall be paid to each worker by the contractor or subcontractor, and the body awarding the contract shall cause to be inserted in the contract a stipulation that this section will be complied with.

(b) If a worker employed by a subcontractor on a public works project is not paid the general prevailing rate of per diem wages by the subcontractor, the prime contractor of the project is not liable for any penalties under subdivision (a) unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

(1) The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815.

(2) The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

(3) Upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

(4) Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to his or her employees on the public works project and any amounts due pursuant to Section 1813.

(c) The Division of Labor Standards Enforcement shall notify the contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages

Labor Code Section 1777.5 Employment of apprentices on public works

(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works.

(b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft 287

or trade to which he or she is registered.

(c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either of the following:

(1) The apprenticeship standards and apprentice agreements under which he or she is training.

(2) The rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o).

(e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months.

(f) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities.

(g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work.

(h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or 288

trade classification.

(i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision (g).

(j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade.
(k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met:

(1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent.

(2) The number of apprentices in training in the area exceeds a ratio of 1 to 5.

(3) There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis.

(4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

(l) When an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors shall not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards.

(m)

(1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract.

(2) At the conclusion of the 2002-03 fiscal year and each fiscal year thereafter, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows:

(A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made.
289

(B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program.

(C) All training contributions not distributed under subparagraphs (A) and (B) shall be used to defray the future expenses of the Division of Apprenticeship Standards.

(3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the Division of Apprenticeship Standards.

The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor.

(n) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000).

(o) All decisions of an apprenticeship program under this section are subject to Section 3081.

Labor Code Section 1776
Payroll record of wages paid; Inspection; Forms; Effect of noncompliance; Penalties

(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:

(1) The information contained in the payroll record is true and correct.

(2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

(b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:

(1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request.

(2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.

(3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of 290

Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal office of the contractor.

(c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. The payroll records may consist of printouts of payroll data that are maintained as computer records, if the printouts contain the same information as the forms provided by the division and the printouts are verified in the manner specified in subdivision (a).

(d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request.

Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (29 U.S.C. Sec. 175a) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fees and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter.

(e) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

(f) The contractor or subcontractor has 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section.

(g) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.

(h) The director shall adopt rules consistent with the California Public Records Act (Chapter 3.5 (commencing with Section 6250) of Division 7 of Title 1 of the Government Code) and the Information Practices Act of 1977 (Title 1.8 (commencing with Section 1798) of Part 4 of Division 3 of the Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section.

Labor Code Section 1813
Penalty when workman required to work excess hours; Stipulation in contract; Cognizance and report of violations

291

The contractor or subcontractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the 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 this article. In awarding any contract for public work, the awarding body shall cause to be inserted in the contract a stipulation to this effect. The awarding body shall take cognizance of all violations of this article committed in the course of the execution of the contract, and shall report them to the Division of Labor Standards Enforcement.

Labor Code Section 1815
Work performed in excess of specified hour limitations; Compensation

Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwithstanding any stipulation inserted in any contract pursuant to the requirements of said sections, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 11/2 times the basic rate of pay.

292

APPENDIX “B”

Department of Industrial Relations (DIR)
Contractor Registration Number Form

Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website: http://www.dir.ca.gov/Public- Works/PublicWorks.html.

Per this requirement, provide the following information:

_______________________________________________________________________ Contractor Name

_______________________________________________________________________ Contractor Department of Industrial Relations Registration Number:

_______________________________________________________________________ Expiration Date of Registration Number

*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

National Plant Services, Inc.
1000002703
06/30/2025
293

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS UTILITY DEPARTMENT

ADDENDUM NO. 1

Statement of Acknowledgment

_________________________________ ________________________________ Full Name (Print) Signature

_________________________________ ________________________________ Date Title

CC: Office of City Clerk

Jeff Garcia
4/4/2023
Vice President
294

NOTICE TO ALL PROSPECTIVE BIDDERS:

ADDENDUM NO. 2

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS DEPARTMENT

The following are additions, deletions, substitutions, modification/clarification to the Contract Documents for the above project is hereby made a part of the Request for Proposal and supersedes, replaces, and/ or amends the provisions included in the original Request for Proposal:

The deadline to submit a proposal is April 5, 2023 - 10:00 a.m. (PST). Proposals received after the deadline will not be considered. Proposer is required to submit an “ebid” through PlanetBids online platform.

Response to RFI submitted via PlanetBids by March 20, 2023 Reviewed virtually on March 22, 2023 at 2:30 p.m. with the following in attendance: Julian Lee, Director of Public Works, Mir T. Fattahi, MsCE, PE , Acting City Engineer, George Cambero, Interim Utility Manager, Kristan Lloyd, Administrative Management Specialist.

1. Will the client please clarify the total quantities on the said RFP? The bid solicitation cover page showed 1.1M ft of scope, the total footage in the RFP background shows 427,000 LF, but the line item is at 107,000 LF.

Total lines are actually 427,000 LF. CCTV line item is for 25% (107,000 LF) of the system per year for four years.

2. Will the City accept a Class A General engineering contractor's license for the said RFP? Change to RFP Language: A Class “C-34 Pipeline Contractor, C-36 Plumbing Contractor, C-42 Sanitation System Contractor” or Class A License issued by the California Contractor’s State License Board will be required at the time the Proposer’s proposal documentation are submitted unless otherwise required by state or federal law.

3. Will NASSCO PACP be required for all CCTV collected? Yes

4. What will be the working hours permitted on the job? 7:00 a.m.-3:30 p.m. on residential streets or 8:00 a.m. - 3:30 p.m. on arterial roads (unless there is an emergency).

5. What asset management software will the City require? infraMAP CMMS system or equivalent.

6. Does the City have a GIS database showing all locations? Yes, infraMAP CMMS.

7. Will traffic control plans be required? Engineered stamped plans? Contractors are to adhere to the Watch Manual and reviewed by City Engineer.

8. For cleaning how many passes will be required?
As many passes as necessary and will depend on the result of the cleaning. (City inspection will approve the cleaning.)

9. Can the City provide the bid results for the previous Annual Sanitary Sewer Maintenance Services contract?
This is the first Sanitary Sewer Maintenance contract by the City of Lynwood. Five.

10. Can the City confirm the last time the sewer pipes were cleaned and inspected? The system was cleaned in calendar year 2018 and 2019.
295

11. Can the City confirm how man y Emergency Response callouts were issued for the previous contract? If no previous contract, can the City confirm how many Emergency Response callouts occurred within the past year?
This is the first Sanitary Sewer Maintenance contract by the City of Lynwood. Five.

12. Would the City be willing to issue the Contractor a “no fee” traffic control permit? A No-fee permit will be issued for traffic control. However, review by the City is required.

13. Would the City be willing to provide the Contractor with a water meter at no cost? The contractor needs to obtain a flooding meter from the City: however water usage will not be charged. The contractor will need to provide the water usage on a weekly basis.

14. Does the City have any requirements for the software used to collect the CCTV data? We utilize infraMAP CMMS system and collection data should be accessible

15. Can the City provide a temporary staging area or laydown yard for the contractor to place a few Transportable Treatment Units (disposal/dewatering bins)? No. Contractor will be responsible for temporary staging.

16. Would the City be willing to include an additional line item for disposal of hazardous waste per cubic yard or per ton?
No. Contractor will be responsible for disposal of hazardous waste.

17. Can the City provide clarification to the information needed for the manhole structural reports? Contractor needs to provide the detailed plans and specs by the registered engineer to repair the manhole.

Note to Question 2. Include and Addition to the RFP: A Class “C-34 Pipeline Contractor, C-36 Plumbing Contractor, C-42 Sanitation System Contractor” or Class A License issued by the California Contractor’s State License Board will be required at the time the Proposer’s proposal documentation are submitted unless otherwise required by state or federal law.

The rest of sections in the Request for Proposal shall remain unchanged.

BY ORDER OF THE CITY OF LYNWOOD, CALIFORNIA:

By: _______________________________________
Julian Lee
City of Lynwood, Director of Public Works

Date:________03-22-2023______________________________
296

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS DEPARTMENT

ADDENDUM NO. 2

Statement of Acknowledgment

_________________________________ ________________________________ Full Name (Print) Signature

_________________________________ ________________________________ Date Title

CC: Office of City Clerk

National Plant Services, Inc.
4/4/2023
Vice President
297

NOTICE TO ALL PROSPECTIVE BIDDERS:

ADDENDUM NO. 3

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS UTILITY DEPARTMENT

The following are additions, deletions, substitutions, modification/clarification to the Contract Documents for the above project is hereby made a part of the Request for Proposal and supersedes, replaces, and/ or amends the provisions included in the original Request for Proposal:

Line Item 2 was incorrectly stated as 1,107,000 – Please note change to 107,000 LF

Due to the limits of PlanetBids Line Item submissions, please note that the verbiage for Line Items 5, 6, and 7 for percentile (%) on PlanetBids has been changed to Each (EA). Please calculate each annual increase for items as a total cost increase per year and then add those total costs to the subsequent Total Annual Sewer Maintenance Costs per Fiscal Year.

Note: Attachment C has been included as an updated item to reflect the change. Please do note percentage and also the cost increase for Line Items 5, 6, and 7.

The rest of sections in the Request for Proposal shall remain unchanged.

BY ORDER OF THE CITY OF LYNWOOD, CALIFORNIA:

By: _______________________________________
Julian Lee
City of Lynwood, Director of Public Works

Date:________4-4-2023______________________________
298

ATTACHMENT C

BID SCHEDULE

REQUEST FOR PROPOSAL (RFP)

ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS UTILITY DEPARTMENT Description of Work Estimated
Quantity
Unit Unit
Cost
Total
Year 1
1 Hydraulic flushing/cleaning for
both sewer main and associated
manholes designated areas within
the existing city limits as directed
by the City including, but not
limited to: traffic control, water,
water meter(s), hauling, disposal
of materials, reports and dump
fees.
214,000 LF $ $
2 CCTV and Condition Assessment
Inspection: Include all fees for
services. Inspections shall include,
but are not limited to, system-wide;
as-needed blockage responses,
quality control and high
maintenance area inspections as
directed by the City.
107,000 LF $ $
3 Manhole Structural Report 5 EA $ $
4 Emergency call-out for sewer
spills including, but not limited to,
clean-up, hauling, disposal, and
traffic control.
5 EA $ $
5 Annual Increase of Sewer
Maintenance Cost – FY 2024/25 % ______ $
6 Annual Increase of Sewer
Maintenance Cost – FY 2025/26 % ______ $
7 Annual Increase of Sewer
Maintenance Cost – FY 2026/27 % ______ $

8 Total Annual Sewer Maintenance Cost – FY 2023/24
(Sum of Items 1 thru 4) $
9 Total Annual Sewer Maintenance Cost – FY 2024/25
(Sum of Items 1 thru 4 plus annual increase of Item 5) $ 10 Total Annual Sewer Maintenance Cost – FY 2025/26
(Sum of Items 1 thru 4 plus annual cost of Item 6) $
3 3
3 177,880.00
183,216.40
188,712.89

0.46 98,440.00

0.71 75,970.00
129.00 645.00
565.00 2,825.00
299

11 Total Annual Sewer Maintenance Cost – FY 2026/27
(Sum of Items 1 thru 4 plus annual cost of Item 7) $
Total Annual Sewer Maintenance Contract Amount
(Sum of Items 8 thru 11) $
Total Annual Sewer Maintenance Contract Amount in Words

DOLLARS
Note: Please attach unit price and hourly rate sheet for all other sewer cleaning work or as needed call-outs provided by the Proposer as part of the submittal.

The quantities estimated above are for the purpose of evaluation of the proposal submitted by the Proposer, not guaranteed work. The City reserves the right to assign more or less quantities/work for the same unit or crew hourly rate price provided by the contractor herein. The City is not obligated to any minimum or maximum quantities/work under the contract. Nothing in these documents are elsewhere in the contract documents shall be construed as obligating the city to do so.

PROPOSER’S INFORMATION
PROPOSER certifies that the following information is true and correct:

Proposer’s Name: __________________________________________________ Business Address: __________________________________________________ _________________________________________________
Telephone: __________________________________________________ State Contractor’s License No. and Class ________________________________ Original Date Issued: _______________ Expiration Date: _______________ Proposer Name/Title: ________________________________________________ Authorized Signature: ________________________________________________ Phone: ____________________________________
Email: _____________________________________

194,374.28
744,183.57
Seven hundred forty-four thousand, one hundred eighty-three and fifty seven cents National Plant Services, Inc.
1461 Harbor Avenue
Long Beach, CA 90813
562-436-7600
351503 A, C-42
11/30/2023
Jeff Garcia, Vice President
310-505-2578
[email protected]
300

City of Lynwood Project

REQUEST FOR PROPOSAL ANNUAL SANITARY SEWER MAINTENANCE SERVICES

FOR THE CITY OF LYNWOOD PUBLIC WORKS UTILITY DEPARTMENT

ADDENDUM NO. 3

Statement of Acknowledgment

_________________________________ ________________________________ Full Name (Print) Signature

_________________________________ ________________________________ Date Title

CC: Office of City Clerk

4/5/23
Jeff Garcia
Vice President
301
302
303
304
305
Yoni Mervis
Ari Mervis
306
RESOLUTION NO.__________

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AWARDING

A CONTRACT TO NATIONAL PLANT SERVICES AS THE LOWEST RESPONSIBLE BIDDER, IN THE AMOUNT OF $744,183.57 FOR FY 2023/24 THROUGH FY 2026/27 ANNUAL SEWER MAINTENANCE; AUTHORIZING THE CITY MANAGER TO APPROVE AGREEMENT AMENDMENTS RELATED TO THE PROJECT; AND

AUTHORIZING THE MAYOR TO EXECUTE THE AGREEMENT
WHEREAS, the City’s wastewater collection system is managed by the City of Lynwood Public Works Department Utility Division; and
WHEREAS, the City has increased potable water responsibilities and has a reduction in staffing in the Public Works Department, Utility Division; and WHEREAS, it is important that the City’s sewer system is properly operated, maintained and managed to reduce frequency and severity of sanitary sewer overflows and their potential impacts on the public health and safety and on the environment; and WHEREAS, on February 13, 2023, the RFP was advertised on the City’s web site (PlanetBids) for Annual Sewer Maintenance Services for the next four (4) fiscal years and the bid opening took place in the PlanetBids platform on Thursday, April 05, 2023, at 10:00 am (PST); and
WHEREAS, five proposals were received with National Plant Services submitting the lowest responsible proposal of $744,183.57 for annual sewer maintenance for Fiscal Years 2023/24 through 2026/27; and
WHEREAS, Staff recommends that National Plant Services be awarded the contract to complete the annual sewer maintenance tasks from FY2023/24 to FY 2026/27 as noticed in the Request for Proposal.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES HEREBY FIND, PROCLAIM, ORDER, AND RESOLVE AS FOLLOWS:

Section 1. The City Council of the City of Lynwood hereby finds and declares that the foregoing recitals are true and correct, and incorporates them herein as findings and as a substantive part of this Resolution.

Section 2. The City Council of the City of Lynwood authorizes the Mayor to execute the agreement between the City of Lynwood and National Plant Services for a not-to-exceed contract amount of $774,183.57.

Section 3. The City Council of the City of Lynwood authorizes the City Manager under LMC 6-3.15(d) to exceed the specific dollar amounts or percentage limitations under LMC 6-3.15(a) and authorizes the City Manager to approve consultant, vendor agreements, modifications, change orders or agreement amendments related to the Project up to the available Project Budget.
307
2 Section 4. Authorize the Mayor to execute the Resolution for and on behalf of the City of Lynwood.

Section 5. This Resolution shall take effect immediately upon its adoption.

Section 6. The City Clerk shall certify to the adoption of this Resolution and hereafter the same shall be in full force and effect.

PASSED, APPROVED and ADOPTED this 2nd day of May 2023.
______________________________
Oscar Flores
Mayor
ATTEST:
___________________________ ______________________________ María Quiñónez Ernie Hernandez
City Clerk City Manager
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
__________________________ ______________________________ Noel Tapia Julian Lee
City Attorney Director of Public Works
308
3 STATE OF CALIFORNIA )
)

COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, do hereby certify that the foregoing Resolution was passed and adopted by the City Council of the City of Lynwood at a regular meeting held on the 2nd day of May 2023, and passed by the following votes:

AYES:

NOES:

ABSTAIN:

ABSENT:
________________________
Maria Quiñónez, City Clerk

STATE OF CALIFORNIA )
)

COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, and the Clerk of the City Council of said City, do hereby certify that the above foregoing is a full, true and correct copy of Resolution No. ____________ on file in my office and that said Resolution was adopted on the date and by the vote therein stated. Dated this 2nd day of May 2023. ________________________
Maria Quiñónez, City Clerk
309

AGENDA STAFF REPORT

DATE:

May
2, 2023
TO:

Honorable Mayor and Members of the City Council
APPROVED BY:

Ernie Hernandez, City Manager
PREPARED BY:

Julian Lee, Director of Public Works
Mir Fattahi, MsCE, PE, Acting City Engineer
SUBJECT:

UPDATE

OF AN EMERGENCY ACTION PER PUBLIC CONTRACT CODE
SECTION 22050 FOR THE EMERGENCY ACTION AT THE

NATATORIUM
Agenda Item # 9.2.

Recommendation:

Staff recommends that the City Council receives and files the report.

Background:

On March 1, 2022, the City Council was presented with a list of recommendations for repairs at the Natatorium. The recommended repairs included:
1 .

Upgrade and repair of the electrical systems
2 .

Repair of the entire filed area surrounding the pool
3 .

Repair of the exit and entrance doors
4 .

Repair of the roof
5 .

Checking the pool for leakage and cracks
6 .

Repair of the plumbing system for the pool and restrooms 7 .

Repair of the sewer system
8 .

Evaluation of the structural integrity of the entire facility and making repairs as needed 9 .

Replacement of broken bathroom stalls and fixtures
10 .

Remediation of safety issues
11 .

Removal of the south patio wall and replacement of the decorative fencing 12 .

Reconfiguration of the patio area
13 .

Painting of the entire facility

The City Council by minute action approved the required repairs and adopted a budget of City Council City Council Regular Meeting 310
$5,000,000 for repairs and future improvements for the Natatorium.

After an assessment of the repairs, staff found evidence of emergency repairs such as patio walls showing signs of compromised structural deficiencies, pool deck showing signs of detaching and cracking throughout the surface of the pool deck, electrical systems requiring replacement to prevent electrical shorts and potential fires. On April 5, 2022, the City Council found that an emergency exists at the Natatorium and under public contract code Section 22050(a)(1), the City Manager directed staff to proceed with the emergency repairs.

The Natatorium was shut down in September 2022. When the repair work began on the pool, staff requested a video surveillance or closed-circuit television (CCTV) of the pool drain and pipes to check the integrity of the infrastructure. The CCTV found that there were several collapsed areas around the pool drain and found several compaction voids throughout the outlet piping that would need to be repaired and replaced.

In addition, since the emergency closure, at least 10 acts of vandalism have occurred at the Natatorium. The front desk and locker rooms were damaged and graffiti was written on several walls and fixtures. Existing back doors and windows for the pool and the front desk were broken. Fixtures, equipment, debris and glass were thrown into the pool. Chains were put on the front doors, broken windows and door were boarded up and the debris was removed from the pool. A fence was placed around the Natatorium and security was hired to patrol the area in order to deter vandals from re-entering the facility.

Discussion and Analysis:

Natatorium Update:

The piping and valves have been cleaned and replaced. Existing steel pipe was replaced with PVC pipe on the plumbing system and sewer connections. The pool drain has been replaced where needed and has been cleaned. All pavement has been restored for the pool drain. The deck area flooring is currently being cleaned and replaced and will be completed by May 4, 2023. The interior doors and windows for the front entrance have been removed and replaced.

The front desk, the men’s and women’s locker rooms and restrooms have all been cleaned and disinfected. New front doors have been fabricated and installed and windows and door in the pool area have been replaced. The swimming pool will be ready to reopen after the pool deck equipment has been installed and the deck flooring has been cleaned and replaced. The pool will be acid washed prior to reopening. The Natatorium is projected to be back in service to the community on May 17, 2023.

City Council City Council Regular Meeting 311
Cost:

Below is a list for the cost associated with repairs, clean up and security of the Natatorium to date:

Scope of Work
Repair Cost
Electrical work for main panel
$49,001
Cleaning of patio
$6,700
Pool drainage repair
$146,007
Pool drainage inspection
$4,900
Pool deck floor
$63,892
Door and window replacement
$36,000
Structural Engineering inspection
$4,620
Fence rental
$16,175
Security
$13,256
Total Repair Cost (as of 4/15/2023)
$340,551

As of April 15, 2023, the total repair cost of the Natatorium is $340,551.

Plans for Future:

The Natatorium is expected to be closed in the fall of 2023 for the second phase of the improvements. The second phase of the project will include the Natatorium locker rooms and restrooms improvements during winter 2023. The swimming pool improvements are projected for completion by spring 2024. The electrical repairs for the transformer phasing will be completed during the second phase due to a delay in the delivery of the necessary parts. The boiler and sand separator are malfunctioning due to wear and tear and are projected to be repaired in spring 2024. The Natatorium roof has been inspected for repairs and staff will award a contract for roof repairs in the future. roof repair is expected to cost $500,000.

Fiscal Impact:

The Project has an approved budget of $5,000,000. No additional funding is needed.

City Council City Council Regular Meeting 312
Coordinated With:

City Manager’s Office
Department of Recreation and Community Services
Department of Finance and Administration Services
City Council City Council Regular Meeting 313
City of Lynwood

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE

STREET TO WRIGHT ROAD
Project No. 4011.68.106.62015
Public Works Department
Bid opening date: June 5, 2023
PREPARED BY:

Michael Hynes, P.E.

HDR|WKE
314
Oscar Flores
Rita Soto
Gabriela Camacho
Juan Munoz-Guevara
José Luis Solache
Oscar Flores
MAYOR
Rita Soto Gabriela Camacho
Mayor Pro-Tempore Council Person
Juan Munoz-Guevara Jose Luis Solache
Council Person Council Person
Ernie Hernandez
City Manager
Julian Lee, P.E.

Director of Public Works
315

CITY OF LYNWOOD

PUBLIC WORKS DEPARTMENT

CONTRACT DOCUMENTS

FOR CONSTRUCTION OF THE

IMPERIAL HIGHWAY CORRIDOR CAPACITY

ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD

IN THE CITY OF LYNWOOD, CALIFORNIA
PROJECT NO. 4011.68.106.62015
Bids Due: June 5, 2023 at 10:00
AM (Date of authorization to solicit
bids)
Prepared By:

Michael Hynes, P.E.

Project Manager
HDR|WKE
316
CITY OF LYNWOOD PROJECT TITLE:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
The Special Provisions contained in these Cont ract Documents have been prepared by, or under the direct superv ision of, the following Registered Civil Engineer:

Engineer: Michel
Hynes, P.E.

Title: Project Manager
Name of Firm or Agency: HDR|WKE
Civil Engineer C 67872
__________________________
(SEAL)
Approved By:
_____________________________________________________
Julian Lee, P.E.

Director of Public Works
Department of Public Works
317

CITY OF LYNWOOD

CONTRACT DOCUMENTS

TABLE OF CONTENTS
PART 1 -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS
Section 1.1 Notice Inviting Bids

1.2 Instructions to Bidders

1.3 Bid Documents

1.3.1 Bid (Proposal and Workers’ Compensation Certificate)

1.3.2 Bid Schedule

1.3.3 List of Subcontractors

1.3.4 Anti-Trust Claim

1.3.5 Non-Collusion Affidavit

1.3.6 Bid Bond (Bid Security Form)

1.3.7 Bidder’s General Information

1.3.8 Bidder’s Insurance Statement

1.4 Agreement and Bonds

1.4.1 Agreement Form

1.4.2 Performance Bond

1.4.3 Payment Bond

1.4.4 Certificates/Proof of Insurance and Endorsements
PART 2 -- SPECIAL PROVISIONS
Section 2.1 Terms, Definitions , Abbreviations, and Symbols

2.2 Scope and Control of Work

2.3 Changes in Work

2.4 Control of Materials

2.5 Utilities

2.6 Prosecution, Progress, and Acceptance of the Work

2.7 Responsibilities of the Contractor

2.8 Facilities for Agency Personnel

2.9 Measurement and Payment

2.10 Construction Details (Materials and Methods)
PART 3 -- TECHNICAL PROVISIONS
Section 3.1 Technical Provisions

3.2 Special Provisions
318
PART 4 -- APPENDICES
Section 4.1 APP. A – Department of Industrial Relations (D IR) Contractor Registration Number Form

4.2 APP. B – Standard Plans

4.3 APP. C – Contract Ch ange Order (CCO) Form

4.4 APP. D – Substi tution Request Form

4.5 APP. E – Labor Code Sections 1771, 1775, 1777.5, 1813 and 1815

4.6 APP. F – Engineering and / or Architectural Plans (Contract Drawings)
319

CITY OF LYNWOOD

PUBLIC WORKS DEPARTMENT
PART 1 - BIDDING AND CONTRACTUAL

DOCUMENTS

AND FORMS

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD
C
ITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Section 1.1 Notice Inviting Bids

1.2 Instructions to Bidders

1.3 Bid Documents

1.3.1 Bid (Proposal and Workers’ Compensation Certificate)

1.3.2 Bid Schedule

1.3.3 List of Subcontractors

1.3.4 Anti-Trust Claim

1.3.5 Non-Collusion Affidavit

1.3.6 Bid Bond (Bid Security Form)

1.3.7 Bidder's General Information

1.3.8 Bidder’s Insurance Statement
Section 1.4 Agreement and Bonds

1.4.1 Agreement Form

1.4.2 Performance Bond

1.4.3 Payment Bond

1.4.4 Certificates/Proof of Insurance and Endorsements
****************
320

CITY OF LYNWOOD

1.1 NOTICE INVITING BIDS
For Construction of IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD
Project No. 4011.68.106.62015

1.1.1 NO TICE IS HEREBY GIV EN that sealed bids for t he IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD will be receiv ed at the City Clerk’s Office of the City of Lynwood, 11330 Bullis Road, Lynwood, California 90262 until 10:00 A.M., on June 5, 2023 at 10:00 AM, at which time they will be published on PlanetBids. You can
access the PlanetBids Portal at the following link:
https://www.planetbids.com/portal/portal.cfm?CompanyID=39486 The form of the bids shall be in accordance with the Instructions to Bidders, and any bids received after the time and date specified above will not be accept ed.

1.1.2 WITHDRAWAL OF BIDS. No Bidder shall withdraw its bid for a period of sixty (60) days after the Bids have been publicly op
ened, subject to the exceptions set forth in Section 5103 of the California Public Contract Code. This sixty (60) day review period may be extended upon the written request of the Engineer, and written approval of the affected Bidders. 1 .1.3 DESCRIPTION OF THE WORK: The Work encompassed by the Project is more specifically defined in the Contract Documents, but in general consists of, but is not limited to, the following Work: Construction of AC pavement, removal of existing pavement and raised median, curbs, traffic signals, traffic loops, signing and striping, and landscape improvements. The Work is to be completed before the expiration of ONE HUNDRED AND EIGHTY WORKING DAYS from the date specified in a written “Notice to Proceed” from the City. The Engineer’s Cost Estimate is $2,593,000.00.

1.1.4 AWARD OF CONTRACT:
(a) The City of Lynwood shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. Whenever additive or deductive items are included in a bid, the lowest bid shall be the lowest Total Bid Price on the Base Bid without consideration of the bid prices on any additive or deductive items. The City of Lynwood reserves the right to reject any or all bids or to waive a
ny irregularities or informalities in any bids or in the bidding process to the extent p
ermitted by law.
(b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and proof of insurance and endorsements as specified in the Contract Documents.

1.1.5 BID SECURITY: Each b id shall be a ccompanied by a certifi ed or cashie r's check or Bid Bond in the amount of ten percent (10%) of the Total Bid Price, payable to the City of Lynwood. 321

1.1.6 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid, unexpired Class A Contractor’s license approved by the State of California Contractors State License Board at the time of submitting bids.

1.1.7 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor and all subcontractors shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates and the latest revisions thereto are on file at the City Engineer’s Office of the City of Lynwood located at 11330 Bullis Road, Lynwood, California 90262. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site.

1.1.8 RETAINAGE FROM PAYMENTS: The Contrac tor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code.

1.1.9 START OF CONSTRUCTION: The Contractor must begin construction within 45 days from the date the contract has been approved by the City Council.

1.1.10 OBTAINING OR INSPECTING CONTRACT DOCUMENTS:

Contract Documents shall be downloaded from the City of Lynwood website, www.lynwood.ca.us

1.1.11 SUBMITING BID ON PLANETBIDS: The Contractor is required to submit an “ebid” through the PlanetBids online platform. It is the Contractor’s responsibility to ensure that the most complete and current version of the solicitation, including addenda, has been downloaded.

BY ORDER OF THE CITY COUNCIL, CITY OF LYNWOOD, CALIFORNIA Maria Quinonez, CITY CLERK
Date: June 5, 2023 at 10:00 AM, City of Lynwood
____________________________________________________
Julian Lee, P.E.

Director of Public Work
s
Department of Public Works
322

CITY OF LYNWOOD

1.2 INSTRUCTIONS TO BIDDERS

1.2.1 DEFINED TERMS - Terms used in these Instructions to Bidders and the Notice Inviting Bids and not defined herein shall have the meanings assigned to them in the General Provisions of the Standard Specifications for Public Works Constr uction (the “Greenbook”) latest Edition and the Special Provisions of the Contract Documents. The term "Bidder" shall mean one who submits a Bid directly to the City of Lynwood as distinct from a sub-bidder, who submits a Bid to a Bidder.

The term "Engineer" shall be as defined in the Special Provisions. “Bid Documents” shall consist of those documents listed in Section 1.3 hereof.

1.2.2 COMPETENCY OF BIDDERS - In selecting the Lowest Responsible Bidder under the procedure set forth in Subsection 1.2.18 of these Instructions, consideration will be given not only to the financial standing of the Bidder, but also to the general competency of the Bidder for the performance of the Work covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's recent experience on the form entitled "Bidder's General Information," bound herein. Résumés of key construction personnel who will be assigned to the Work shall also be required. Except as otherwise provided under Public Contract Code §20103.5, no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the State of California for the classifications named in the Notice Inviting Bids at the time of opening Bids.

1.2.3 DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered.

If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected.

1.2.4 BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE - (a)
It is the responsibility of each Bidder before submitting a Bid to examine the Contract Do
cuments thoroughly; visit the site to become familiar with local conditions that may affect cost, progress, or performance of the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work; study and carefully correlate the Bidder's observations with the Contract Documents; and notify the Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents.
(b)
Reference is made to the Special Provis ions for identification of those reports of explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the Contract Documents. However, such reports are NOT a part of the Contract Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof, together with non-technical data, interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (c)
Copies of such reports and drawings will be made available for inspection by the City to any Bidder upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Special Provisions.
(d)
Subject to the provisions of Section 4215 of the California Government Code, information and data reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the owners of such underground utilit ies or others, and the City does not assume 323
responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions.
(e) Provisi
ons concerning responsibilities for the adequacy of data furnished to prospective Bidd
ers on subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in the Standard Specifications and Special Provisions.
(f) Befo
re submitting a Bid, each Bidder must, at Bidder's own expense, make or obtain any additional examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground utilities) at or contiguous to the site or which otherwise may affect cost, progress, or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents.
(g) Wh
ere feasible, upon request in advance, the City will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder shall fill all exploration a nd test holes made by the Bidder and shall repair damage, clean up, and restore the site to its former condition upon completion of such exploration.
(h)
The lands upon which the Work is to be performed, the rights-of-way and easements for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Plans (Contract Drawings) of the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures will be obtained and paid for by the City unless otherwise specified in the Contract Documents.
(i) The submittal of
a Bid will constitute an incontrovertible representation by the Bidder that
the Bidder has complied with every requirement of this Section; that without exception the Bid is premised upon performing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for performance of the Work.

1.2.5 INTERPRETATIONS - All questions about the meaning or intent of the Contract Documents shall be in writing and submitted through PlanetBids. Faxes and e-mails will not be accepted.

Interpretations or clarifications considered necessary by the Engineer in response to such questions will be resolved by the issuance of Addenda and/or Questions/Answers on PlanetBids.

Questions received less than 7 days prior to the date of opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal or contractual effect.

1.2.6 BID SECURITY, BO NDS, AND INSURANCE - Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids.

Said check or bond shall be made payable to the City of Lynwood and shall be given as a guarantee that the Bidder, if awarded the Contract to perform the Work will enter into an Agreement with the City in the form provided in the Contract Documents, and will furnish the necessary proof of insurance/certificates and endorsements, Payment Bond, and Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the Standard Specifications or Special Provisions. In case of refusal or failure of the successful Bidder to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited 324
to the City. If the Bidder elects to furnish a Bid Bond as its security, the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in form.

1.2.7 RETURN OF BID SECURITY - Within 14 days after award of the Contract, the City will return all bid securities accompanying such of the Bids that are not considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompanied.

1.2.8 BID FORM - The Bid shall be made on the Bid Schedule sheets bound herein and the pages shall not be removed from the bound volume. Unless otherwise provided in the Notice Inviting Bids, in the event there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination of schedules. All bid items shall be properly filled out.

Where so indicated in the Bid Documents, Bid prices shall be shown in words and figures, and in the event of any conflict between the words and figures, the words shall govern. The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words "BID FOR," followed by the title and number of the Project and the date and hour of opening of bids. The Bid Security shall be enclosed in the same envelope with the Bid.

1.2.9 SUBMITTAL OF BIDS - T
he Bids shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will not be accepted after the appointed time for opening of bids, no matter what the reason.

1.2.10 NON-RE SPONSIVE BIDS – Non-responsive bids will be rejected. A bid shall be considered non-responsive for reasons including, but not limited to, the following:

1. The Bidder fails to furnish a price for all Bid Items in the Bid Schedule when there is more than one Bid Item in the Bid Schedule.

2. The Bidder attaches unauthorized modifications, conditions, limitations, or provisions to the Bid.

3. The Bidder fails to list the percentage of work to be performed by subcontractors.

4. The percentage of work to be performed by subcontractors exceeds 50% of the Total Bid Price.

5. Th
e Bidder fails to attend a required pre-bid walk-through.

6. The Bidder fails to provide written acknowledgement of receipt of all Bid Addenda. 7 Other reasons as permitted by applicable law.

A bid may be considered non-responsive for reasons incl uding, but not limited to the following:

The Bidder fails to complete all items in Subsection 1.3.7 of the Bid Documents, Bidder’s General Information.

1.2.11 DISCREPANCIES IN BIDS - In the event that there is more than one Bid Item in the Bid Schedule, the Bidder shall furnish a price for all Bid Items in the Bid Schedule, and failure to do so shall render the Bid non-responsive and shall cause its rejection. In the event that there are Unit Price Bid Items in a Bid Schedule and the Item Amount listed for a Unit Price Bid Item does not equal the product of the Unit Price and the Estimated Quantity listed, the Unit Price shall govern, and the Item Amount will be adjusted accordingly. In the event that there is more than one Bid Item in a Bid Schedule and the amount listed in the “Total Bid Price for Unit Price Bid Schedule” box does not agree with the sum of prices listed in the “Item Amount” column, the prices listed in 325

the “Item Amount” column on the Bid Schedule shall govern, and the amount listed in the “Total Bid Price for Unit Price Bid Schedule” box will be adjusted accordingly. The Contractor shall be bound by the foregoing adjustments, subject to the provisions of Section 5100 et seq. of the California Public Contract Code.

1.2.12 QUANTITIES OF WORK - (a) The quantities of work or materials stated in unit price items of the Bid are supplied only to give an indication of the general scope of the Work; the City does not expressly or by implication agree that the actual amount of work or materials will correspond therewith.

(b) In the event of an increase or decrease in the quantity of a unit price bid item, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit prices established for such work under the Contract Documents; provided, that for unit price items, increases of more than 25 percent, decreases of more than 25 percent, and eliminated items shall be adjusted as provided in Section 3 of the Standard Specifications and Special Provisions.

1.2.13 WITHDRAWAL OF BID - The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids.

1.2.14 RELIEF OF BIDDERS. – A Bidder shall be permitted to withdraw a Bid after the opening of Bids only if the bidder established to the satisfaction of the Engineer, all of the elements set forth in Section 5103 of the California Public Contract Code, including, but not limited to the following:

1. A clerical error was made by the Bidder in filling out the Bid, and the error was not due to error in judgment or carelessness in inspecting the site of the Work, or in reading the Plans or Specifications.

2. The clerical error caused the Bid to be materially different than the Bidder intended the Bid to be.

3. The Bidder gave the City Clerk written notice within five (5) days after the opening of Bid of the mistake, specifying in detail the nature of the mistake and how the mistake occurred.

1.2.15 MODIFICATIONS - The completed Bid forms shall be without interlineations, alterations, or erasures. Oral, FAX, telegrap hic, e-mail, or telephone Bids or modifications will not be considered.

1.2.16 LIQUIDATED DAMAGES - Provisions for Liquidated Damages, if any, shall be as set forth in the Agreement and the Special Provisions.

1.2.17 SUBSTITUTE OR "OR-EQUAL" ITEMS - The Work, if awarded, will be on the basis of materials and equipment described in the Plans or specified in the Special Provisions without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Plans or specified in the Special Provisions that a substitute or "or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to the Engineer, data substantiating a request for a substitution of an “or equal” item or items will not be considered by the Engineer until after the Effective Date of the Agreement. The procedure for submittal of any such application by the Contractor and consideration by the Engineer is set forth in Section 4 of the Standard Specifications, as amended by Section 2.4 of the Special Provisions. The form in Appendix C of the Contract Documents shall be used to request substitutions.

326

1.2.18 DETERMINATION OF LOWEST RESPONSIBLE BIDDER –

(a) The Engineer shall first establish the “Apparent Lowest Bidder,” using the Total Bid Price set forth in the applicable Bid Schedule(s), subject to the calculation adjustment criteria set forth in Section 1.2.11 of these Instructions.

(b) After the Apparent Lowest Bidder has been established, the Engineer shall review the balance of the Bid Documents submitted by the Apparent Lowest Bidder to ascertain if that Bidder’s bid is responsive. In general, a bid is considered responsive if it has been completed and submitted in accordance with all of the requirements of the Bid Documents, Notice Inviting Bids, Instructions to Bidders, Special Provisions and any Bid Addenda.

(c) If the Bid submitted by the Apparent Lowest Bidder is responsive, that Bidder’s qualifications will be reviewed by the Engineer to ascertain if the Bidder is responsible.

A responsible bidder is one who has demonstrated the attribute of trustworthiness, as well as quality, fitness, capacity, and experi ence to satisfactorily perform the Work required by the Contract Documents. Consideration will be given to the quality and performance of work on past contracts, including previous work (if any) performed by the Bidder for the City.

(d) If the Engineer ascertains that the Apparent Lowest Bidder is responsible and has submitted a responsive bid, the Engineer shall report his findings to the City Council with a recommendation that the Bidder be awarded the contract for the work as the Apparent Lowest Responsible Bidder.

(e) Should the Engineer determine that the Bid submitted by the Apparent Lowest Bidder is not responsive or that such Bidder is not responsible, the Engineer shall review the responsiveness and responsibility of the next Apparent Lowest Bidder. This process shall continue until an apparent Lowest Responsible Bidder is determined and the Engineer’s findings and recommendations for award are reported to the City Council.

If one or more Apparent Lowest Bidders are found by the Engineer to be non- responsive or non-responsible, those bidders shall be notified and given a reasonable opportunity to present additional relevant evidence bearing on their responsibility or bid responsiveness within seven (7) calendar days after the Bidder(s) receive such notice.

(f) Determinations and findings of the Engineer shall be reported as recommendations to the City Council. The City Council reserves the right reject any or all bids, and to waive any informalities or irregularities to the extent permitted by law.

1.2.19 BID PROTEST PROCEDURES.

(a) Any protest of a proposed award to the Apparent Lowest Bidder must be submitted in writing to the City Engineer no later than 5:00 p.m. on the third (3rd) business day following the date of the bid opening.

(b) The initial protest must contain a complete statement of the basis for the protest.

The protest must state the facts and refer to the specific portion of the document or the specific statute that forms the basis for the protest. The protest must include the name, address, and telephone number of the protesting party and the name, address and telephone number of any person representing the protesting party.

(c) The party filing the protest must concurrently transmit a copy of the initial protest to the Apparent Lowest Bidder.

327

(d) The party filing the protest must have actually submitted a bid on the project. A subcontractor of a party filing a bid on this project may not submit a Bid Protest. A party may not rely on the Bid Protest submitted by another bidder, but must timely pursue its own protest.

(e) The procedure and time limits set forth in this Section are mandatory and are the bidder’s sole and exclusive remedy in the event of a Bid Protest. A Bidder’s failure to fully comply with these procedures shall constitute a waiver of any right to further pursue the Bid Protest, including filing of a challenge of the award pursuant to the California Public Contract Code, filing of a claim pursuant to the California Government Code, or filing of any other legal proceedings.

(f) The City shall review all timely protests prior to award of the Bid by the City Council.

The City shall not be required to hold an administrative hearing to consider a timely protest, but may do so at the option of the Engineer, or if otherwise legally required.

At the time of the City Council’s consideration of the recommendation for award of the bid, the City Council shall also consider the merits of any timely protests and the Engineer’s recommendation thereon. The City Council may either accept the protest and award the bid to the next Lowest Responsible Bidder, or reject the protest and award to the Lowest Responsible Bidder.

(g) Nothing in this Section shall be construed as a waiver of the City Council’s right to reject all bids.

1.2.20 AWARD OF CONTRACT - Award of Contract, if it is awarded, shall be made to the Lowest Responsible Bidder as determined by the City Council, and a Notice of Award shall be sent to such Bidder. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open, unless extended by mutual agreement of the bidders. Unless otherwise indicated, a single award will not be made for less than all the Bid Items of an individual Bid Schedule. In the event the Work is contained in more than one (1) Bid Schedule, the City may award schedules individually or in combination. In the case of two (2) or more Bid Schedules which are alternative to each other, only one of such alternative schedules will be awarded. Once the award is made, the successful Bidder shall secure all insurance, and shall furnish all proof of insurance/certificates with original endorsements attached and bonds required by the Contract Documents within ten (10) calendar days after receipt of the Notice of Award from the City. Failure to provide City with the required bonds, insurance coverage, proof of insurance and/or endorsements within ten (10) calendar days of receipt of the Notice of Award may result in withdrawal of award and forfeiture of the Bidder's Bid Security.

1.2.21 EXECUTION OF AGREEMENT - The Bidder to whom the proposed award is to be made shall execute a written agreement with the City in the form of Agreement set forth in Subsection

1.4.1 of the Contract Documents within ten (10) calendar days after receipt of the Agreement form from the City. Failure or refusal to enter into an Agreement as herein provided or failure to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the proposed award and forfeiture of the Bid Security. If the lowest responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsible Bidder. If the second lowest responsible Bidder refuses or fails to execute the Agreement, the City may award the Contract to the third lowest responsible Bidder. On the failure or refusal of such second or third lowest responsible bidder to execute the Agreement, each such bidder's Bid Security shall be likewise forfeited to the City.

328

1.2.22 WORKER'S COMPENSATION REQUIREMENT - The Bidder should be aware that in accordance with the laws of the State of Californi a, the Bidder will, if awarded the Contract, be required to secure the payment of compensation to its employees pursuant to the Worker's Compensation Certification executed by Bidder as part of the Bid Proposal.

- END OF INSTRUCTIONS TO BIDDERS -
329

1.3 BID DOCUMENTS
The following listed documents, iden tified in the lowe r right corner as "Bid Document", bound here in and reproduced on colored paper, shall be fully executed and submitted with the Bid prior to the time of the opening of Bids.

1.3.1 Bid (Proposal and Workers’ Compensation Certificate)

1.3.2 Bid Schedule(s)

1.3.3 List of Subcontractors

1.3.4 Anti-Trust Claim

1.3.5 Non-Collusion Affidavit

1.3.6 Bid Bond (Bid Security Form)

1.3.7 Bidder's General Information

1.3.8 Bidder’s Insurance Statement

Failure of a Bidder to fully execute and submit all of the listed documents with the Bid may result in the Bid being rejected as non-responsive.

330

1.3.1 BID
(PROPOSAL AND WORKERS’ COMPENSATION CERTIFICATE)

BID TO: CITY OF LYNWOOD, CALIFORNIA

The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with the City in the form of agre ement included in Subsection 1.4.1 of the Contract Documents (the “Agreement”) to perform the Work as specified or indicated in said Contract Documents entitled:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE

STREET TO WRIGHT ROAD

CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015

Bidder accepts all of the te rms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.

This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into t he Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the proof of insurance/certificates, insurance endorsements, Payment Bond, Pe rformance Bond, and all Licenses and Permits within the time and in the manner required by the Contract Documents.

Bidder has examined copies of all the Contract Documents, including the following ADDENDA (receipt of which is hereby acknowledged):

Number 1 ____________________ Date ________ ____________

Number 2 ____________________ Date ________ ____________

Number 3 ____________________ Date ________ ____________

Number 4 ____________________ Date ________ ____________

Number 5 ____________________ Date ________ ____________

Number 6 ____________________ Date ________ ____________

Bidder has familiarized itself with the natur e and extent of the Co ntract Documents, the Work, the site, the loca lity where the Work is to be pe rformed, the legal requirements (federal, state, and lo cal laws, ordinances, rules, and regulations), and the conditions 331

affecting cost, progress, or performance of the Work, and has made such independent investigations as Bidder deems necessary.

In conformance with the current statutor y requirements of California Labor Code Section 1860, et seq., the undersigned confirms the following as its certification:

I am aware of the provisions of Se ction 3700 of the Labor Code, which require every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code , and I will comply with su ch provisions before commencing the performance of the Work of this Contract.

Attached hereto are the following completed and fully-executed documents:

(1) Bid Schedule(s) “A” and “B,” consisting of 5 pages; (2) List of Subcontractors;
(3) Anti-Trust Claim;
(4) Non-Collusion Affidavit;
(5) Bid Bond (B id security Form);
(6) Bidder’s General Information; and
(7) Bidder’s Insurance Statement.

Bidder agrees to complete the Work requir ed under the Contract Documents within the time stipulated in said Contra ct Documents, and to accept as full payment therefor the Total Bid Price based on the Lump Sum or Unit Bid Price(s) set forth in the attached Bid Schedule(s).

I hereby certify under penalty of perjury under the laws of the State of California that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

Dated: ______________________________Bidder: _______________________________________

By: ____________ ______________________________
(
Signature of Bidder’s Authorized Representative)

Title: ____________ _____________________________

332

____________________________________
Name of Bidder or Firm

1.3.2 UNIT PRICE BID SCHEDULE
(Page 1 of 5)
Schedule of Prices for the Construction of the:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET

TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Item
No.

Unit Price Bid Item Estimated
Quantity
Unit Unit
Price
Item Amount
1 TRAFFIC CONTROL 1 LS $ $
2 REMOVE EXISTING AC PAVEMENT 480 CY $ $
3 CONSTRUCT AC PAVEMENT 3300 TON $ $
4 CONSTRUCT AC PAVEMENT
(LEVELING COURSE) 1750 TON $ $
5 CONSTRUCT REWORKED SUBGRADE 450 CY $ $
6 COLD MILL EXISTING AC PAVEMENT 15100 SY $ $
7 REMOVE AND RECONSTRUCT
AGGREGATE BASE 160 CY $ $
8 REMOVE AND CONSTRUCT CURB
TYPE A1-6 670 LF $ $
9 REMOVE AND CONSTRUCT CURB
TYPE B1-6 635 LF $ $
10 CONSTRUCT CURB TYPE A1-6 965 LF $ $
11 REMOVE ROADSIDE SIGN 4 EA $ $
12 INSTALL ROADSIDE SIGN 5 EA $ $
13 REMOVE AND INSTALL SIGN
(MOUNTED ON GANTRY) 4 EA $ $
14 TRAFFIC SIGNING, STRIPING,
MARKINGS AND CURB PAINTING 1 LS $ $
15 ADJUST EXISTING STORM

DRAIN/SEWER/UTILITY MANHOLE

FRAMES AND COVERS TO FINISHED
GRADE
10 EA $ $
333

1.3.2 UNIT PRICE BID SCHEDULE ‐ Continued
(Page 2 of 5)
Schedule of Prices for the Construction of the:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET

TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Item
No.

Unit Price Bid Item Estimated
Quantity
Unit Unit
Price
Item Amount
16 ADJUST EXISTING WATER/RECLAIMED

WATER VALVE CAN AND COVER TO

FINISHED GRADE
17 EA $ $
17 RELOCATE TRAFFIC SIGNAL HEAD 2 EA $ $
18 REMOVE EXISTING CONTROLLER
CABINET AND FOUNDATION 2 EA $ $
19 REMOVE 5-SECTION SIGNAL HEAD 4 EA $ $
20 FURNISH AND INSTALL TYPE 332
CABINET WITH 2070E CONTROLLER

AND FOUNDATION
2 EA $ $
21 FURNISH AND INSTALL BATTERY
BACKUP SYSTEM 2 EA $ $
22 FURNISH AND INSTALL LED 3-SECTION
LEFT TURN ARROW SIGNAL HEAD 4 EA $ $
23 FURNISH AND INSTALL LED 3-SECTION
SIGNAL HEAD 1 EA $ $
24 INSTALL TYPE E LOOP 55 EA $ $
25 INSTALL BICYCLE LOOP 21 EA $ $
26 REMOVE EXISTING TRAFFIC SIGN
FROM SIGNAL MAST ARM 2 EA $ $
27 FURNISH AND INSTALL TRAFFIC SIGN
TO SIGNAL MAST ARM 2 EA $ $
28 CLEARING AND GRUBBING 1 LS $ $

____________________________________
Name of Bidder or Firm
334

________________________________________
Name of Bidder or Firm

1.3.2 UNIT PRICE BID SCHEDULE ‐ Continued
(Page 3 of 5)
Schedule of Prices for the Construction of the:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET

TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Item
No.

Unit Price Bid Item Estimated
Quantity
Unit Unit
Price
Item Amount
29 COMMERCIAL FERTILIZER (TABLET) 2087 EA $ $
30 IMPORT TOPSOIL (CY) 445 CY $ $
31 SOIL AMENDMENT 11 CY $ $
32 IRON SULFATE (LB) 66 LB $ $
33 FURNISH AND INSTALL 1-GALLON SIZE
SHRUBS 174 EA $ $
34 FURNISH AND INSTALL 5-GALLON SIZE
SHRUBS 150 EA $ $
35 FURNISH AND INSTALL 24"- BOX SIZE
TREES 14 EA $ $
36 90-DAY MAINTENANCE & PLANT
ESTABLISHMENT 1 LS $ $
37 ROOT BARRIER 336 LF $ $
38 ALUMINIUM EDGING 573 LF $ $
39 CHECK AND TEST EXISTING
IRRIGATION FACILITIES 1 LS $ $
40 OPERATE EXISTING IRRIGATION
FACILITIES 1 LS $ $
41 2" GATE VALVE 1 EA $ $
42 2" MASTER REMOTE CONTROL VALVE 2 EA $ $
43 1" FLOW SENSOR 2 EA $ $
335

________________________________________
Name of Bidder or Firm

1.3.2 UNIT PRICE BID SCHEDULE ‐ Continued
(Page 4 of 5)
Schedule of Prices for the Construction of the:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET

TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Item
No.

Unit Price Bid Item Estimated
Quantity
Unit Unit
Price
Item Amount
44 16 STATION IRRIGATION CONTROLER
(ENCLOSED MOUNTED) 3 EA $ $
45 IRRIGATION CONTROLLER
ENCLOSURE CABINET 3 EA $ $
46 1" REMOTE CONTROL VALVE 4 EA $ $
47 1-1/2" REMOTE CONTROL VALVE 2 EA $ $
48 QUICK COUPLER VALVE 4 EA $ $
49 CONTROL AND NEUTRAL
CONDUCTORS 1 LS $ $
50 RISER SPRINKLER ASSEMBLY -
BUBBLER 352 EA $ $
51 3/4" - PLASTIC PIPE (SCH 40) (SUPPLY
LINE) 3179 EA $ $
52 1-1/2" - PLASTIC PIPE (SCH 40) (MAIN
LINE) 239 EA $ $
53 2" - PLASTIC PIPE (CLASS 315) (MAIN
LINE) 138 LF $ $
54 FURNISH STABLIZED DECOMPOSED
GRANITE PAVEMENT 7320 SF $ $
55 FURNISH STAMPED CONCRETE 631 SF $ $
56 FURNISH AND INSTALL 3-FT BOULDER 29 EA $ $
57 FURNISH AND INSTALL 2-FT BOULDER 25 EA $ $
58 MOBILIZATION 1 LS $ $

336

1.3.2 UNIT PRICE BID SCHEDULE ‐ Continued
(Page 5 of 5)
Schedule of Prices for the Construction of the:

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET

TO WRIGHT ROAD
CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015
Item
No.

Unit Price Bid Item Estimated
Quantity
Unit Unit
Price
Item Amount

TOTAL BID PRICE FOR UNIT PRICE BID SCHEDULE ______:

$ (Price in Figures)

______________________________________________________________(Price in Words)

QUANTITIES OF WORK:

The quantities of work or material stated in the Unit Price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City does not expressly nor by implication agree that the ac tual amounts of work or material will correspond therewith, and reserves the righ t after award to increase or decrease the quantity of any Unit Price Bid Item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall hav e the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work.

_____________________________________________
Name of Bidder or Firm

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INFORMATION REQUIRED OF BIDDER

1.3.3 LIST OF SUBCONTRACTORS

As required under Section 4100 et seq., of the Public Contract Code, the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, or in the case of bids for the construction of streets or highways, including bridges, in excess of one-half of one percent of the Contractor’s Total Bid Price, or ten thousand dollars ($10,000), whichever is greater, and shall also list the portion of th e Work which will be done by such subcontractor. After the opening of Bids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words "and/or" will not be permitted.

The Contractor shall perform, with its own organization, Cont ract work amounting to at least 50 percent of the Total Bid Price except that any designated “Specialty Items” may be performed by subcontract. The amount of any such “Specialty Items” so performed may be deducted from the Total Bid Price before computing t he amount required to be performed by the Contractor wi th its own organization. Th e City will identify any "Specialty Items” in the Bid Schedule(s) . Where an entire Specialty Item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price for that item. When a portion of a Specialty Item is subcon tracted, the value of work subcontracted will be based on the estimated pe rcentage of the Cont ract Unit Price for that item. This will be det ermined from information subm itted by the Contractor and subject to approval by the Engineer.

Work to be Performed Subcontractor
Contractor's License
Number
Percent of
Total Contract
Subcontractor's Name & Address

1.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

2.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

3.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

4.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

5.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

6.___________________ _______________ ____________ ___________________________ ___________________________
___________________________

338

1.3.4 ANTI-TRUST CLAIM

Pursuant to Public Contract Code Sect ion 7103.5, upon accept ance of its bid, Contractor agrees to the follo wing: “In entering into a public works contract or a subcontract to supply goods, services, or mate rials pursuant to a public works contract, the contractor or subcontractor 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. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Busine ss and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignm ent shall be made and become effective at the time the awarding body tenders final pay ment to the contractor, without further acknowledgment by the parties. “

RESPECTFULLY SUBMITTED:

________________________________
Contractor Name

________________________________ ____________ __________________ Signature Address

________________________________ ____________ __________________ City, State, Zip Telephone (with area code)

________________________________ ____________ __________________ T i t l e D a t e

________________________________ ____________ __________________ Contractor's License No. Type of License

________________________________
Federal I.D. No.

(SEAL--if Bid is by a corporation)

ATTEST ____________________________

339

1.3.5 NON-COLLUSION AFFIDAVIT
(To be Executed by Bidder and Submitted with Bid Pursuant to Public Contract Code Section 7106)

State of California, County of _____________________________

______________________________________, being first dul y sworn, deposes and says that he or she is ______________________________________ of ___________________________________________ 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, associatio n, organization, or corporati on; 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 fr om 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 t he 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, subm itted 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 corporati on, 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

________________________________________
Contractor / Company / Bidder Name

Subscribed and sworn to before me this ______ day of _______________________,

20____

________________________________________
Notary Public in and for the State of California

My Commission Expires: __________________

340

1.3.6 BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, _______________

as Principal, and

____ as Sur ety,
are hereby held and firmly bound unto the City of Lynwoo d, a California Municipal Corporation, (hereinafter referred to as the “City”) in the penal sum of ______________________________________________________________ DOLLARS

($ ________________ ), being not less than ten percent (10%) of the Total Bid Price, for the payment of which sum in lawful money of the United States, well and truly to be made, we hereby jointly and severally bind ourselves, our hei rs, executors, administrators, successors and assigns by these presents.

The Condition of the above obligation is such that whereas the Principal has submitted to City a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing with City for the completion / construction / demolition of Project No. 4011.68.106.62015, enti tled: IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD.

NOW, THEREFORE,

a. If said Bid shal l be rejected, or

b. If said Bid shall be accepted and the Pr incipal shall execute and deliver to the City a contract in the form of agreement set forth in the Contract Documents (properly completed in accordance with said Bid) with in ten (10) calendar days after receipt of same from City, and shall, within the ti me and manner set forth in the Contract Documents, furnish a Bond for his/her faithf ul performance of said contract and for the payment of all persons perform ing labor or furnishing materials in connection therewith, the required proof of insurance/certificates, required insurance endorsements, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void , otherwise the same shall rema in in force and effect; it being expressly understood and agreed that the li ability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety, for value received, hereby stipul ates and agrees that th e obligation of said Surety and its Bond shall be in no way impair ed or affected by any extension of the time within which the City may accept such Bid; and said Surety does hereby waive notice of any such extension. In the event suit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all costs in curred by the City in such suit, including a reasonable attorney's fee to be fixed by the court.
341

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers on this _________ day of _______________________, _______.

PRINCIPAL SURETY

_______________________________ _ __________________________ (Legal Company Name) (Legal Company Name)

By: ____________________________ By: ________________________

Title ___________________________ Titl e _______________________

(Corporate Seal) (Corporate Seal)

IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to wr ite surety insurance defined in Section 105 of the California Insurance Code, and if the Wo rk or Project is financed, in whole or in par t, with federal grant or loan funds, must al so appear on the Treasury Department's mo st current list (Cir cular 570 as amended). Notary acknowledgements for Principal and Surety signatures and Power of Attorney for Surety must be attached. THIS IS A REQUIRED FORM.

Any claims under this bond may be addressed to:

(Name and Address of Surety) ______________ _________________

_____ __________________________

_____ __________________________

(Name and Address of Agent _____ __________________________ or Representative in California
if different from above) _____ __________________________

_____ __________________________

(Telephone Number of Surety and Agent _______________________________ or Representative in California)

342

1.3.7 BIDDER'S GENERAL INFORMATION

The Bidder shall furnish the following information. Failure to complete and attach all items may cause the Bid to be rejected as non-responsive.

1. BIDDER/CONTRACTOR'S Name and Street Address:

_______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________

2. CONTRACTOR'S Telephone Number: ( ) ______________________ Facsimile Number: ( ) ______________________
Email Address _____________________________

3. CONTRACTOR'S License: Primary Classification ______________________________________ State License Number(s) __________________________________________________________ Supplemental License Classifications _________________________________________________

4. Surety Company and Agent who will pr ovide the required Bonds on this Contract:

Name of Surety: _________________________________________________________________ Address: _______________________________________________________________________ _______________________________________________________________________________ Surety Company Agent: ___________________________________________________________ Telephone Numbers: Agent ( ) _________________ Surety ( ) ______________

5. Type of Business Entity (Sole Proprieto rship, Partnership, Corporation, etc.):
_____________________________________

6. Corporation organized under the laws of the State of:
_____________________________________

7. Is your business entity qualified to do business in the State of California?: ________ Date qualified. _______________

8. List the names, addresses and titles of the prin cipal members/officers of your business entity:

Name Title Address
______________________ ______________ ________________________________________ ______________________ ______________ ________________________________________ ______________________ ______________ ________________________________________ 343

1.3.7 BIDDER'S GENERAL INFORMATION (Continued)

9. Number of years’ experience as contractor performing the specific type of construction or Work required for this Project as set forth in the Contract Documents: ______________

10. List at least three projects completed to date in volving construction or Work similar to that required for the completion of this Project:
a. Owner ___________________________Address _______________________________ Contact __________________________Class of Work __________________________ Phone ___________________________Contract Amount ________________________ Project ___________________________Date Completed _________________________

b. Owner ___________________________Address _______________________________ Contact __________________________Class of Work __________________________ Phone ___________________________Contract Amount ________________________ Project ___________________________Date Completed _________________________

c. Owner ___________________________Address _______________________________ Contact __________________________Class of Work __________________________ Phone ___________________________Contract Amount ________________________ Project ___________________________Date Completed _________________________

11. Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
_______________________________________________________________________________ _________________________________________________________________________

12. List the name and title of the person who will s upervise full-time the proposed work for your firm:
________________________________________________________________________________

13. Is full-time supervisor an employee ___________ or an independent contractor? __________

14. Please attach resumes of key construction personnel who will be assigned to the Work on this Project.

Note: Bidder agrees that personnel named on this form and in the attached resumes will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

15. A financial statement or other information and re ferences sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. 344

1.3.8 BIDDER’S INSURANCE STATEMENT
(To Be Submitted with Bid)

BIDDER HEREBY CERTIFIES that the Bidder has re viewed and understands the insurance requirements set forth in Subsec tion 1.4.4 of the Bidding and Contractual Documents and Forms, Subsection 2.7.2 of the Special Provisions and elsewhere in the Contract Documents. Should the Bidder be awarded the cont ract for the Work, Bidder further certifies that it can meet all insurance requirement s set forth in the Contract Documents, including, but not limited to, providing or r equiring insurance coverage for subcontractors; naming of City as an additi onal insured, and providing waivers of subrogation. Bidder ackno wledges and understands that all cost associated with providing and maintaining the required insur ance coverage are the sole responsibility of the Contractor and that the cost s of procuring and maintaining said coverage is included in Contractor’s Bid.

Bidder further agrees and certifies that if awarded the contract, Bi dder will provide the proof of insurance and endorsements required by the Contract Documents within ten (10) calendar days of receipt of the Notice of Award. Bidder acknowledges that failure to provide City with the required insurance coverage, proof of insurance and/or endorsements within ten (10) calendar days of receipt of the Notice of Award, may result in withdrawal of award and forfeiture of the Bidder's Bid Security.

Dated: ______________________________ Bidder: __________________________________

By: ____________________________________

(Signature of Bidder’s Authorized Representative)

Title: ___________________________________

345

1.4.1 CITY OF LYNWOOD AGREEMENT
FOR CONSTRUCTION OF PROJECT NO. 4011.68.106.62015,
ENTITLED “IMPERIAL HIGHWAY CORRIDOR CAPACITY
ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD”
This agreement (the “Agreem ent”) is made and entered into on this ______ day of _______________, _____ by and between the City of Lynwood , a California Municipal Corporation ("City") and __________________________________________________, a ______________________________ ("Contractor"). City and Contractor are sometimes hereinafter referred to individually as a “Party” and collectively as the “Parties.”

R E C I T A LS
City and Contractor, based upon t he mutual promises containe d herein, do hereby agree as follows:

I. CONTRACT DOCUMENTS
This Agreement consists of the following Contract Documents, the terms and conditions of which are expressly incorporated as component parts of this Agreement as if herein set out in full or attached hereto:

A. Notice Inviting Bids, Dated June 5, 2023 at 10:00 AM B. Instructions to Bidders.

C. Addenda.

D. Contractor’s Bid Proposal and Workers’ Compensation Certificate dated ________________, _______, and all other Bid Documents attached thereto, including but not limited to:

1. Bid Schedule(s)

2. List of Subcontractors

3. Anti-Trust Claim

4. Non-Collusion Affidavit

5. Bidder’s General Information

6. Bid Bond (Bid Security Form)

7. Bidder’s Insurance Statement
E. Payment Bond.

F. Performance Bond.

G. Certificates/Proof of Insurance and Endorsements.

H. Certified Copy of the Lynwood City Council Resolution No. ________ awarding the contract to Contractor.

I. Notice of Award dated ________________.

J. Notice to Proceed dated ______________.
346
K The Plans (Contract Drawings ent itled “IMPERIAL HIGHWAY CORRIDOR

CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT
ROAD”).

L. Special Provisions
M. Standard Specifications for Public Works Construction, “Greenbook” latest Edition.

N. Appendices A through E of the Contract Documents.

O. Reference Specifications.

P
Approved and Fully-Executed Change Orders.

Q. The Director of the Department of Industrial Relations’ Determination of Prevailing Wage Rates for Public Works for each craft or type of worker required to perform the Work under this Agreement.

II. CONTRACT PRICE
The City agrees to pay, and the Contractor agrees to accept as full payment for the Work outlined in the Contract Docum ents, the Contract Price of _____________________________________________ Dollars ($_______________) subject to additions and deductions, if any, m ade in accordance with said Contract Documents. Progress payments shall not be made more ofte n than once each thirty (30) days, nor shall progress paym ents paid be in excess of ninety percent (90%) of the Contract Price at time of completion. Final payment to Contractor will be processed thirty- five (35) days after the City has recorded the Notice of Completion. Contractor may, upon Contractor's written request, and approved by t he City Council, at Contractor's expense, deposit substitute securities, as stated in Government Code Section 16430, and as authorized by Public Contract Code, Section 22300, in lieu of retention monies withheld to insure performance.

Payment of undisputed amounts due under this Agreement, including the final payment due hereunder, is contingent upon the Contractor furnishing to the City an unconditional release by the Contractor of all claims agains t the City arising by vi rtue of this Agreement related to those amounts. Disputed claims in stated am ounts may be specifically excluded by Contractor from the operation of any releas e. No payment, final or otherwise, shall operate to releas e the Contractor or its sureti es from obligat ions arising under this Agreement or the bonds and warr anties furnished hereunder. No payment shall be construed as an acceptance of any of the Work or of def ective or improper materials.

III. BONDS
Within ten (10) calendar days of receiving the Notice of Aw ard and prior to Contractor’s commencement of the Work, Contractor shall furnish to City, using the forms set forth in the Bid Documents, a Labor and Materials Payment Bond in an amount equal to one hundred percent (100%) of the Contract Pric e, and a Performance Bond in an amount equal to one hundred percent (100%) of the C ontract Price, said bonds to be in conformance with the Contract Documents, including but not lim ited to, the General Specifications and Subsection 2.2.2 of the Special Provisions. 347
IV. INDEMNITY
Contractor shall defend (with counsel of Cit y
’s choosing), indemnify and hold the City, its
respective elected and appointed boards, o fficials, officers, agents, employees, representatives and volunteers (individually and collectively referred to hereinafter as “Indemnitees”) free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, 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 Agreement, including claims made by subc ontractors for nonpayment, 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 su its, actions or other legal proceedings of every kind that may be brought or instituted against Indemnitees. To the extent of its liability, Contra ctor shall pay and satisfy any judgment, award or decree that may be rendered against Indemnitees in any such suit, action or other legal proceeding.

Contractor shall reimburse Indemnitees for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided.

The only limitations on this provision shal l be those imposed by California Civil Code Section 2782.

This obligation to indemnify and defend Indemnit ees as set forth herein shall survive the termination of this Agreement and is in addi tion to any rights which City may have under the law. This indemnity is effective without reference to the existence or applicability of any insurance coverages which may have been required under this Agreement or any additional insured endorsements which may extend to City.

V. INSURANCE
Without limiting Contract or’s indemnification of Indemnitees as set forth in Section IV of this Agreement, Contractor shall obtain, pr ovide and maintain, at its own expense, the types and amounts of insurance described in S ubsection 2.7.2 of the Special Provisions of the Contract Documents. Such insurance shall be in force prior to Contractor commencing any Work under this Agreement and s hall remain in force for the duration of this Agreement and for any other such period as may be required herein. Contractor shall provided proof of the required insurance co verage and the endorse ments specified in Subsection 2.7.2 of the Special Provisions within ten (10) cal endar days of receipt of the Notice of Award.

VI. INELIGIBLE SUBCONTRACTORS
In accordance with the provisions of Section 6109 of the California Public Contract Code, Contractor agrees that it shall not perfo rm any work under this Agreement with a subcontractor who is ineligible to perform work on a public works contract pursuant to Sections 1777.1 and 1777.7 of th e California Labor Code. Contractor further acknowledges that any cont ract on a public works project entered into between a 348
contractor and debarred subcontractor is void as a matter of law, and a debarred subcontractor may not receive any public m oney for performing work as a subcontractor on a public works contract. An y public money that is paid or may have been paid to a debarred subcontractor by a Cont ractor for work performed on this Project shall be returned to the City. The C ontractor shall be responsible for the payment of wages to workers of a debarred subcontractor who have been allowed to work on the Project.

VII. COMMENCEMENT OF WO RK AND LIQUIDATED DAMAGES
The Contractor shall commence the Work r equired by this Agreement within ten (10) calendar days of the date spec ified in the Notice to Pr oceed from the City, and shall complete all Work as specified in the C ontract Documents within ONE HUNDRED AND EIGHTY WORKING DAYS from the date in said Notice.

City and Contractor have discussed the prov isions of Government Code Sect ion
53069.85 and the damages that may be incurred by City if the Work is not completed within the time specified in this Agreement. The City and Contractor hereby represent that at the time of signing this Agreement, it is impracticabl e and extremely difficult to fix the actual damage which will be incurred by City if the Work is not completed within the number of working days allowed. Accordingly, City and Contractor agree that the sum of $1,000.00 per calendar day is a reasonable sum to assess as Liquidated Damages to City by reason of the failure of Contract or to complete the Work within the time specified.

VIII. CERTIFICATION UNDER LABOR CODE SECTION 1861
By signing this Agreement, Contractor makes the following certification required by Section 1861 of the California Labor Code:
“I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liability for workers’ compensation or to under take self-insurance in accordance with the provisions of that C ode, and I will comply with such provisions before commencing the performance of any Work under this Agreement.” IX. APPRENTICES
The Contractor acknowledges that, in accor dance with Section 1777.5 of the State Labor Code, he/she will be held responsible for compliance with the provisions of this Section for all apprenticeable occupations.

X. SUBSTITUTION OF SUBCONTRACTORS
The Contractor hereby agrees to reimburse the City for costs incurred by the City in the substitution of subcontractors. Where a hearing is held pur suant to the provisions of Section 4100 et seq. of the Public Contract Code by the City or a duly appointed hearing officer, the Clerk of the Cit y of Lynwood shall prepare and cert ify a statement of all costs 349
incurred by the City for invest igation and conduct of the hearin g, including the costs of any hearing officer and shorthand reporter appointed.

The statement shall then be sent to the Contractor, who sha ll reimburse the City for such costs. If not paid separately, such reimbursement may be deducted from any money due and owning to the Contractor prior to the City’s acceptance of the Project.

XI. LICENSES
Contractor acknowledges and agrees that Contractor must have all appropriate contractor's licenses. Cont ractor further warrants and r epresents that he/she/they has/have the appropriate contractor's license to pursue the work hereunder. Contractor's failure to have or maintain all appropriate licenses during the entire term of this Agreement shall be cause for the immediate and summary termination of this Agreement by City. Contractor shall be liable for all City's costs incurred to complete the Work under this Agreement in the event of such termination.

XII. EMPLOYMENT DISCRIMINATION PROHIBITED
Pursuant to California Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subc ontractors shall not discrimi nate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, political affiliation or sexual orientat ion in the performance of Work under this Agreement. The Contractor will take affirmative action to insure that employ ees are treated during employment or training without regard to their of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, political affiliation or sexual orientation.

XIII. PREVAILING WAGES
The Contractor is aware of the requirement s of Labor Code Sections 1720 et seq. and 1770 et seq., as well as 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 certain “public works” and “maintenance” projects.

Since the work covered by this Agreement involves an applicable “public works” or “maintenance” project, as defined by the Pr evailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agr ees to fully comply with such Prevailing Wage Laws as set forth in the foregoing statutes and in the Special Provisions of the Contract Documents.

XIV. AUTHORITY TO EXECUTE
The person or persons executing this Agr eement on behalf of Cont ractor warrants and represents he/she/they has/have the authority to execute this Agreement on behalf of his/her/their corporation, partnership, or business entity and warrants and represents that he/she/they has/have the authority to bind Contractor to the performance of its obligations hereunder.
350
XV. ASSIGNMENT; GOVERNING LAW
This Agreement may not be assi gned by Contractor, i
n whole or in part, without the prior
written consent of the City. This Agreement and any dis pute arising hereunder shall be governed by the law of the state of California.

XVI. NOTICES
Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on (a) the day of delivery if delivered by hand during Contractor’s regular business hours or by facsimile before or during Contractor’s re gular business hours; or (b) on the third business day following deposit in the United States mail, postage prepaid, to the addresses set forth below, or to such other addresses as the Parties may, from time to time, designate in writing pursuant to the provisions of this Section.

City Contractor
City of Lynwood ______________ _________________
Attn: City Engineer Attn: ___________________________ 11330 Bullis Road _______________________________
Lynwood, CA 90262 __________________________________
Fax No. (310) 635-0493 Fax No.________________________
XVII. ATTORNEYS FEES
Should either Party bring any action to protect or enforce its rights under this Agreement or the Contract Documents, the prevailing party in such action shall be entitled to recover, in addition to all other relief, its reasonable attorneys fees and costs.

XVIII. WARRANTY
All Work shall be warranted by Contractor against defective workmanship and materials for a period of one (1) year form the date the Work is accepted as complete by the Lynwood City Council. The contractor shall replace or repair any such defective work in a manner satisfactory to Engineer, following notice from Engineer specifying the work to be done and the time in which replacement or repair shall be completed. If Contractor fails to make such replacement or repair within the time specified in the notice, the City may perform the needed repairs and Contractor’s sureties shall be liable for the cost thereof.

XIX. ENTIRE AGREEMENT, WAIVER AND MODIFICATION
This Agreement contains the completely final, entire, and exclusive agreement between the Parties with respect to the subject matter hereof, and no waiver, alteration, or modification of any of the provisions hereof or rights to act hereunder shall be binding unless made in writing signed by both Parties. Any attempted modification, amendment, or alteration in violation hereof shall be void.
351

IN WITNESS WHEREOF , each of the Parties hereto has caused the Agreement to be executed in its name on its behalf by a duly authorized officer as of this day and year first above written.

CITY OF LYNWOOD CONTRACTOR

____________________________

LEGAL NAME OF FIRM

By: _____________________________ By:____________ ______________ Oscar Flores Signat ure of Chairman of Board,
Mayor President, or Vice President

Attest:
_____________________________
(Typed/Printed Name)

By: ____________________________ _____________________________ Maria Quinonez (Title)
City Clerk

By:___________________________
Signature of Secretary, Assistant

Approved as to Form: Secret ary, CFO, or Assistant Treasurer

By: ____________________________ ______________________________ Noel Tapia (Typed/Printed Name)
City Attorney
______________________________
( T i t l e )

[NOTARY REQUIRED FOR SIGNATURE(S) OF CONTRACTOR]
352

1.4.2 CONTRACT PERFORMANCE BOND
(CALIFORNIA PUBLIC WORKS)

KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, the City of Lynwood (referred to hereinafter as "City") has entered into an Agreement dated _________________ (refe rred to hereinafter as the “Agreement”) with ________________________________________________________ (hereinafter designated as “Contractor” or "Principal"), for construction of IMPERIAL

HIGHWAY CORRIDOR CAPACITY ENHANC EMENTS FROM STATE STREET TO WRIGHT ROAD, Project No. 4011.68.106.62015 (hereafter referred to as the “Project”).

WHEREAS, the Work to be performed by the Contractor is more particularly set forth in the Agreement for the Project, the terms and conditions of which, including those set forth in the Contract Documents incorporated as compo nent parts the of Agreement, are expressly incorporated herein by this reference; and

WHEREAS, the Contractor is required by the Agreement 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 t he laws of the Stat e of , and duly authorized to transact business under the laws of the State of Ca lifornia, as Surety, are held and firmly bound unto City in the penal sum of _______________________________________________ Do llars ($_______________) lawful money of the United States, said su m being not less than 100 percent of the total amount payable by the City under the terms of the Agreement, 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 bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in al l things stand to and abide by, and well and truly keep and perform t he undertakings, terms, covenants, conditions and agreements set forth in th e Agreement and any alteration thereof made as therein provided, on his/her or its part, to be kept and perfo rmed 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 City, its officers, officials, employees, authorized agents and volunteers, as stipulated in the Agreement, then this obligation shall become null and void; otherwise it shall be and remain in full forc e and effect. In the event suit is brought on this bond, said Surety will pay to City a reasonable attorney's fee to be fixed by the Court. 353
As a condition prec
edent to the satisfactory completion of the Agreement, unless otherwise provided for in the Agreement, the above obligation shall hold good for a period of one (1) year after the accept ance of the Work by City, duri ng which time if Contractor shall fail to make full, complete, and satisf actory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The ob ligations of Surety hereunder s hall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s oblig ations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Agreement, the Surety shall remedy the default pursuant to the Agreement, or shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Agreement; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as Work progresses sufficient funds to pay the cost of co mpletion of the Project, less the balance of the contract price, including other costs and damages fo r which Surety may be liable. The term “balance of the contract pr ice” as used in this par agraph shall mean the total amount payable to Contractor by the City under the Agreement and any modification thereto, less any amount previ ously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with California law and make available as Work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragr aph shall mean the total amount payable to Contractor by the City under the Agreement and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Do cuments. Surety expressly agrees that the City may reject any contractor or subcontrac tor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

The said Surety, for value received, her eby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Agreement, or to the Project or to the Work to be performed thereunder, or t he 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 Agreement, or to the Project, or to the Work or to the Specifications. Said Surety also hereby waives the provisions of sections 2819 and 2845 of the California Civil Code. 354
No final settlement between t he City and the Contractor sha ll abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, the above-bounden parties have execut ed this instrument this _____ day of _______________, ________, the name and corporate seal of each corporate party being hereto affixed and t hese presents duly signed by its undersigned representative, pursuant to authority of its governing body.

PRINCIPAL:
(seal)
_______________________________
By ____________________________
SURETY:
(seal)
_______________________________
By ____________________________
Attorney-in-Fact
The rate of premium on this bond is ____ per thousand. The total amount of premium charged, $_______________. (These blanks must be filled in by corporate surety.) IMPORTANT: Surety companies executing Bonds mu st possess a certificate of authority from the California In surance Commissioner authorizing t hem to write surety insurance defined in Section 105 of the California Insurance Code, and if the Work or Project is financed, in whole or in part, with federal gr ant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). Notary acknowledgements for Principal and Surety signatures and Power of Attorney for Surety must be attached. THIS IS A REQUIRED FORM.

Any claims under this bond may be addressed to:
(Name and Address of Surety) (Name and Address of Agent/Representative in California if different) _______________________________ ___________________________________________________ _______________________________ ___________________________________________________ _______________________________ ___________________________________________________ (Telephone Number of Surety/Agent ___________________________________________________ or Representative in California)
355

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 me on the basis of satisfactory evidence) to be the per son whose name is subscribed to the within instrument as the Attorney-in-Fa c t o f th e (S u re ty ) a n d acknowledged to me that he/she subscribed the name of the (Surety) thereto and his/her own name as Attorney-in-Fact.

_____________________________________
Signature of Notary Public in and for said State

(SEAL)

My commission expires on: _____________

NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto.

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 prin cipal was then ________ ___________________ of said corporation; that I know his/her si gnature, and his/her signat ure 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.

_______________________________
Signature of Corporate Principal

(CORPORATE SEAL)

356

1.4.3 CONTRACT PAYMENT BOND
(CALIFORNIA PUBLIC WORKS)

KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, the City of Lynwood , (referred to hereinafter as "City") has entered into an agreement dated __________ (referred to hereinafter as t he “Agreement”) with _____ ________ , (herei nafter designated as the "Contractor" or “Principal”), for construction of IMPERIAL HIGHWA Y CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD, Project No. 4011.68.106.62015.

WHEREAS, Contractor is required to fu rnish a bond in connection with the Agreement, and pursuant to Section 3247 of the California Civil Code.

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 City and to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the Californ ia Civil Code, in the penal sum of Dolla rs ($____________), lawful money of the United States, said su m being not less than 100 percent of the total amount payable by City under the terms of t he Agreement, for which payment well and truly to be made, we bind ourselves, our hei rs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if sa id Contractor, his/her or its heirs, executors, administrators, successors or assigns, or su bcontractors, shall fail to pay for any materials, provisions, provender or other supplies, items, implements or machinery used in, upon, for or about the performance of the Work required by the Agreement; or fails to pay (1) any of the persons named in Civil Code Section 3181, (2) amounts due under the Unemployment Insurance Code with respec t to work or labor performed under the 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 Section 13020 of the Unemployment Insurance Code with respect to the work and labor provided pursuant to the Agreement, said Surety will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In the event suit is brought upon this bond, said Surety will pay to City a reasonable attorn ey's fee to be fixed by the Court. In addition to the provisions hereinabove, it is ag reed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Se ction 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Agreement or to the Work to be performed 357
thereunder or the Specificati ons 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 Agreement or to the Work or to the Specifications. Said Surety also hereby wa ives the provisions of sections 2819 and 2845 of the California Civil Code.

No final settlement between the City and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, the above-bounded parties have execut ed this instrument this _____ day of ____________, _____, t he name and corporate seal of each corporate party being hereto affixed and these pres ents duly signed by its undersigned representative, pursuant to authority of its governing body.

PRINCIPAL:
(seal)
_______________________________
By _____________________________
SURETY:
(seal)
_______________________________
By _____________________________
Attorney-in-Fact
IMPORTANT: Surety companies executing Bonds mu st possess a certificate of authority from the California In surance Commissioner authorizing t hem to write surety insurance defined in Section 105 of the California Insurance Code, and if the Work or Project is financed, in whole or in part, with federal gr ant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). Notary acknowledgements for Principal and Surety signatures and Power of Attorney for Surety must be attached. THIS IS A REQUIRED FORM.

Any claims under this bond may be addressed to:
(Name and Address of Surety) (Name and Ad dress of Agent/Representative in California if different) ________________________________ ___________________________________________________________ ___________________________________ ___________________________________________________________________ __________________________________ _________________________________________________________________ (Telephone Number of Surety/Agent _________________________________________________________________ or Representative in California)
358

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 me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as the Attorney-in-Fa ct of the (Surety) and acknowledged to me that he/she subscribed the name of the (Surety) thereto and his/her own name as Attorney-in-Fact.

_____________________________________
Signature of Notary Public in and for said State

(SEAL)

My commission expires on: _____________

NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto.

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, _________________________________ ______, certify that I am the ________________________________ Secretary of the corporation named as Principal to the within bond; t hat _________________ _ ________________________ who signed the said bond on behalf of the principal was then ___________________________ of said corporation; that I know his/her signature, and his/her 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.

_______________________________
Signature of Corporate Principal

(CORPORATE SEAL)

359

1.4.4 CERTIFICATES / PROOF OF INSURANCE

AND ENDORSEMENTS

The Contractor shall not commence any of the Work or begin any performance under the Agreement until he/ she obtains, at his/her own and sole cost and expense, all required insurance as stipulat ed by the City. The required insurance shall be provided by the Contractor in conformance with t he requirements of Subs ection 2.7.2 of the Special Provisions and may include the following:

 Workers' Compensation Insurance
 Commercial General Liability and Busi ness Automobile Liability Insurance  Course of Construction or Builder’s Risk Insurance
 Flood Insurance

The insurance company or companies utilized by the Contractor shall be authorized and admitted to transact business in the State of California and to issue policies in the amounts required pursuant to the provisions of Subsection 2.7.2 of the Special Provisions. All insurance required shall be placed with insurers with a current A.M.

Best's rating of no less than A:VII, and sha ll contain the endors ements specified in Subsection 2.7.2.

Within ten (10) calendar days after receipt of the Notice of Award, Cont ractor shall furnish to the City for approval as to sufficiency and form, ce rtificates of insurance and original endorsements evidencing the required coverage set fo rth in Subsection 2.7.2 of the Special Provisions. Endorsements and ce rtificates are to be signed by a person authorized by the insurer to bind covera ge on the insurer’s behalf. If the insurance called for is provided by more than one company, a separate certificate and the required endorsements shall be provided by each company.

City reserves the right to request complete, certified copies of all required insurance policies and endorsements at any time.

Failure to provide City wi th the required insurance coverage, proof of insurance and/or endorsements within ten (10) cale ndar days of receipt of the Notice of Award, may result in wit hdrawal of award and forfei ture of the Bidder's Bid Security.

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CITY OF LYNWOOD

DEPARTMENT OF PUBLIC WORKS

_____________________

PART 2 - SPECIAL PROVISIONS

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD

CITY OF LYNWOOD PROJ ECT NO. 4011.68.106.62015

Section 2.1 Terms, Definitions , Abbreviations, and Symbols

2.2 Scope and Control of Work

2.3 Changes in Work

2.4 Control of Materials

2.5 Utilities

2.6 Prosecution, Progress, and Acceptance of the Work

2.7 Responsibilities of the Contractor

2.8 Facilities for Agency Personnel

2.9 Measurement and Payment

2.10 Construction Details (Materials and Methods)

* * * * *
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CITY OF LYNWOOD

PUBLIC WORKS DEPARTMENT

_____________________

PART 2 - SPECIAL PROVISIONS

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD

CITY OF LYNWOOD PROJECT NO. 4011.68.106.62015

SECTION 2.1 - TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS

2.1.1 GENERAL

2.1.1.1 Standard Specifications. - The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction ("Greenbook"), latest Edition, including all curr ent supplements, addenda, and revisions thereof, the City Standard Plans identified in the Appendix, and the Special Provisions set forth in this Part 2 of the Contract Documents.

In case of conflict between the Sta ndard Specifications for Public Works Construction ("Greenbook"), latest Edition and these Special Provisions, these Spec ial Provisions shall take precedence over, and be used in lieu of, such conflicting portions.

2.1.1.2 Supplementary Reference Specifications. - Insofar as re ferences may be made in these Special Provisions to the Caltrans Standard Specifications, such work shall conform to the re ferenced portions of the technical provisions of the Caltrans Standard Specifications, latest Edition, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans," it shal l mean the Standard Specifications for Public Works Construc tion ("Greenbook"), latest Edition, as previously specified in the above Subsection 2.1.1.1.

In case of conflict between the technical provisions of the Caltrans Standard Specifications, latest Edition and these Special Provisions, these Special Provisions shall take precedence over, and be used in lieu of, such conflicting portions.

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2.1.2 LEGAL ADDRESS

2.1.2.1 Legal Address of the Agency. - The official address of the Agency shall be the City of Lynwood, 11330 Bullis Road, Ly nwood, California 90262, or such other address as the City may subsequently designate in written notice to the Contractor.

2.1.2.2 Legal Address of the Engineer. - The official address of the Engineer shall be 11330 Bullis Road, Lynw ood, California 90 262, or such othe r address as the Engineer may subsequently designate in writing to the Contractor.

2.1.2.3 Legal Address of the Ag ency’s Project Representative. – The name and address of the Agency’s designated Project Representative shall be Julian Lee, P.E., Project Manager, 11330 Bullis Road, Lynwood, California 90262, or such address as the Project Representative may subsequently designate in writing to the Contractor.

2.1.3 DEFINITIONS AND TERMS

2.1.3.1 Definitions and Terms. - Wherever in the Standard Specifications the following terms are used, the definitions shall be amended to read:

Agency - The City of Lynwood, a California municipal corporation and general law city, existing in the County of Los Angeles, State of California.

Board – The City Council of the City of Lynwood.

Engineer - The City Engineer of the Cit y of Lynwood or other persons designated by the City Engineer.

Liquidated Damages - The amount prescribed in these Special Provisions, 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 to the Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Special Provisions.

Standard Plans - The Standard Drawings and the Special Drawings of the City of Lynwood.

2.1.3.2 Additional Definitions and Terms. - The following additional terms and definitions used in the Contract Documents shall apply:

Project – The Work that is the subject of the Contract Documents.

Total Bid Price – The full price for all the Work required to complete the Project submitted by a Bidder in the Bid Documents.

Unit Price – The amount set forth in a Bid Schedule document for a single unit of an item of work.
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Unit Price Bid Item – An item of work to which a Unit Price applies.

- END OF SECTION -
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SECTION 2.2 - SCOPE AND CONTROL OF WORK

2.2.1 SCOPE OF THE WORK

Construction of AC pavement, removal of existing pavement and raised m edian, curbs, traffic signals, traffic loops, signing and striping, and landscape improvements

2.2.2 CONTRACTOR’S SURETY WAIVER OF RIGHT OF NOTIFICATION

The following shall be added at the end of Subsection 3-7 of the Standard Specifications:

"The Contractor shall ensur e that its Surety is famili ar with all of the terms and conditions of the Contract Do cuments, and shall obtain a written acknowledgement by the Surety that said Surety thereby waives the right of special notification of any changes or modifications of the Agreement, or of extensions of time, or of decreased or increased Work, or of cancellation of the Agreement, or of any other act or acts by the City of Lynwood or any of its authorized representatives."

2.2.3 PRECEDENCE OF CONTRACT DOCUMENTS

The provisions of Subsection 3-7.2 of the Standard Specifications shall be deleted in their entirety and the following substituted therefor:

The Contract Documents are complementar y, and what is called for by one shall be as binding as if called for by all.

The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing.

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. Approved and Fully-Executed Change Orders

2. Agreement

3. Addenda

4. Contractor's Bi d (Bid Documents)

5. Technical Provisions

6. Special Provisions

7. General Provisions of Caltrans

8. General Provis ions of the SSPWC

9. Notice Inviting Bids

10. Instructio ns to Bidders

11. Plans (Contract Drawings)

12. Caltrans Standard Specifications
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13. City Standard Plans

14. Reference Specifications

With reference to the Drawings, the or der of precedence shall be as follows:

1. Figures govern ov er scaled dimensions.

2. Detail drawings govern over general drawings.

3. Addenda or Change Or der drawings govern over Contract Drawings.

4. Contract Drawings gove rn over Standard Drawings.

5. Contract Drawings go vern over Shop Drawings.

2.2.4 SUBMITTALS

The following provision shall be added at the end of Subsection 3-8.1 of the Standard Specifications:

On lump sum contracts, the Contract or shall submit, fo r approval by the Engineer, a Schedule of Values, or lump sum price br eakdown, which will serve as the basis for progress payments and shall be inco rporated into a form of payment request (or invoice) acceptable to the Engineer. Such Schedule of Values shall be submitted for approval at the Pre-construction Conference and must meet the ap proval of the Engineer before any payments can be made to the Contractor.

2.2.5 SUBSURFACE DATA

The provisions of Subsection 3-9 of the Standard Specifications shall be de leted in their entirety and following substituted therefor:

Limited Reliance by Contractor. - Soils reports and other reports of subsurface conditions may be made available by the City for inspection by the Contractor. HO WEVER, SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT DOCUMENTS. The Contractor may rely upon the general accuracy of the "technical da ta" contained in such reports and drawings only where such "technical da ta" are specifically identified in the Special Provisions. Except for such reliance on such "technical data," the Contractor may not rely upon or make any clai m against the City, the Engineer, nor any of the Engineer's Co nsultants with respect to any of the following:

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, or

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Other Information. - Any other data, interpre tations, opinions, and information contained in such reports or shown or indicated in such drawings, or

Interpretation. - Any interpreta tion by the Contractor of such "technical data," or any conclusion drawn from any "technical data" or any such data, interpretations, opinions or information.

2.2.6 TEMPORARY ACCESS OR CONSTRUCTION RIGHTS-OF-WAY

The following provision shall be added at the e nd of Subsection 2-3 of the Standard Specifications:

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 and paid for entirely by the Contractor, at its own expense.

2.2.7 PERMANENT SURVEY MARKERS

The provisions of Subsection 400-2 of the Standard Specifications shall be deleted in their entirety and the following substituted therefor:

It shall be the Contractor's responsibility to protect all the existing survey monuments, benchmarks, survey marks and stakes. Removal of such monuments, or displacement thereof, shall require their resetting, including corner record filing, for the existing type of monument in question at the Contractor's sole expense.

Any existing monument shall not be disturbed. Where the Engineer concurs, in writing, with the Contract or that protecting an existi ng monument in place is impractical, the Contractor shall employ a California Licensed Land Surveyor to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by a California Licensed Land Surveyor no later than thirty (30) days after construction is completed at the site of the replacement. The California Licensed Land Su rveyor shall file corner record(s) as required by Sections 8772 and 8773, et seq., of the California Business and Professions Code.

Payment for the costs of La nd Surveyors, replacement of disturbe d monuments and the filing of corner re cords shall not be consid ered part of the work necessitating the disturbance of said monuments and no additional payment will be made by City to Contractor therefor.

2.2.8 SURVEY SERVICE

The following provision shall be added at the end of Subsection 400-2 of t he Standard Specifications:

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The Contractor shall hire and pay for the services of a California Licensed Land Surveyor to perform all work necessary for establishing control, construction staking, records research, and all other surveying work necessary to perform the Work; and to provide other surveying services, if required by the Contract Documents, in accordance with the Land Surveyors Act. The California Licensed Land Surveyor shall be present on the site during all surveying operations and shall personally supervise and certify the surveying work.

Payment for work performed to satisfy th e requirements of surveying shall be included by Contractor in its bid for any items requ iring the survey work and no additional payment will be made by City to Contractor therefor.

2.2.9 INSPECTION

The provisions of Subsection 3-5 of the Standard Specifications shall be de leted in their entirety and the following substituted therefor:

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 Contract Documents, including but not limited to, the Standard Specifications, the Special Provisions, and the Plans. All labor, materials, and equipment furnished shall be subject to the Engineer's inspection. The Contractor shall notify the engineer at least twenty-four (24) hours before any inspection is required.

If the Contractor is allowed by the Engineer to work outside the hours of operations specified in Subsection 2.6 of these Special Provisions, on weekends, or on days designated as holidays by the City, and if the Engineer deci des that inspection services are required during such times, the costs for those services shall be borne by the Contractor. When the Work is substantially completed, a representative of the Engineer will make the final inspection.

2.2.10 SITE EXAMINATION

The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work. The submittal of a Bid Proposal shall be conclusive evidence that the Contractor has investigated and exam ined the Work site and is satisfied as to the conditions to be encountered, including but not limited to, locality, uncertainty of weather and all other contingencies, and the character, quality, quantities, and scope of the Work, materials to be furnished, and all Agreement requirements which could in any way affect the Work or the cost s thereof. The failure of the C ontractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly es timating the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents.

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2.2.11 FLOW AND ACCEPTANCE OF WATER

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, and has prepared its Bid accordingly; and the Contractor, by submitting such a Bid, assumes all said risk.

2.2.12 RECYCLING AND DIVERSION OF DEBRIS

The Contractor shall adhere to all provisions of Section 9-6, “Recycling and Diversion of Debris from Construction and Demolition,” of the City of Lynwood Municipal Code.

2.2.13 POLLUTION CONTROL

2.2.13.1 Water Pollution Control

The Contractor shall adhere to all provisions of Se ction 14-12 of the Lynwood Municipal Code: “Stormwater and Urban Runoff Pollution Control,” and the Federal Clean Water Act, including but not limi ted to, the National Pollutant Discharge Elimination System (NPDES ) standards. The Contra ctor shall implement all provisions of the Storm Water Pollution Prevention Plan (SWPPP) prepared by the City.

2.2.13.2 Sound Pollution Control

The Contractor shall ensure that its operations do not exceed a noise level of 86- decibels (db) as measured at a distance of 50 feet from all its sources of operation.

2.2.13.3 Air Pollution Control

The Contractor shall adhere to all applicable rules and regulations of the California Air Resource Board (CARB) and the South Coast Air Quality Management District (SCAQMD).

- END OF SECTION -

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SECTION 2.3 - CHANGES IN WORK

2.3.1 CHANGES INITIATED BY THE AGENCY

The following sentence shall be added to the end of the second paragraph of Subsection 2-7.1 of the Standard Specifications:

All Change Orders shall be subject to the provisions of Subsection 6-3.15 of the Lynwood Municipal Code.

2.3.2 EXTRA WORK

The provisions of Section 2-8 of the Standard Specifications shall apply; provided that the provisions governing markup percentages for overhead and profit for extra work referenced in Subsection 7-4.3.1 Markup, Work by Contractor of the latest Edition shall be deleted in their entirety and the following substituted therefor:

(a) Work by Contractor. The following percentages shall be added by the City to the Contractor's costs and shall constitute the markup for all overhead and profit.

1) Labor 15 percent
2 ) M a t e r i a l s 1 5 p e r c e n t
3) Equipment rental 15 percent
4) Other items & expenditures 15 percent
5) Subcontracts (1st tier only) 5 percent
6) Lower Tier subcontractors none

To the sum of costs and ma rkups provided for in this subsection, one percent shall be added by the City as compensation for bonding.

- END OF SECTION -
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SECTION 2.4 - CONTROL OF MATERIALS

2.4.1 MATERIALS

2.4.1.1 Placing Orders. – The following paragraph shall be added to Subsection 4- 1 of the Standard Specifications:

The Contractor shall place the or der(s) for all long-lead supplies, materials, and equipmen t, for any traffic signin g, striping, legends, and traffic control facilities with in three (3) working days after the receipt of the Notice of Award from the City. The Contractor shall furnish the Engineer with a statem ent from the vendor(s) that the order(s) for said supplies, mate rials, and equipment has been received and accepted by said ven dor(s) within fifteen (15) working days from the date of receipt of Notice of Award.

2.4.2 TRADE NAMES OR EQUALS

2.4.2.1 Substitutions. - Paragraph 2 of Subsec tion 4-6 of the Standard Specifications shall be amended 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 wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words "or equal." A Bidder may offer any material, process, or equipment considered as equivalent to that indicated, unless the City Council, or its designee, makes a finding that is described in the invitation for bids or request for proposal t hat a particular material, product, thing, or service is designated by specific brand or trade name for any of the following purposes:

1. In order that a field test or experiment may be made to determine the product's suitability for future use.

2. In order to match other prod ucts in use on a particular public improvement either completed or in the course of completion.

3. In order to obtain a necessary item that is only available from one source.

4. In order to respond to an emergency declared by a local agency, but only if the declaration is approv ed by a four-fifths vote of the governing board of the local agency i ssuing the invitation for bid or request for proposals; or in or der to respond to an emergency declared by the state, a state agen cy, or political subdivision of the state, but only if the facts setting forth the reasons for the finding of the emergency are contained in th e public records of the authority issuing the invitation for bid or request for proposals.

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Failure of the Bidder to submit re quests for substitution with the Bid, using the form provided in Appendix C of the Contract Documents, shall be deemed to sign ify that the Bidder, if awarded the contract, intends to furnish one of the brands named in these Special Provisions and the Bidder does thereby waive all rights to offer or use substitute materials, products, or equipment for that which was originally specified. Data substantiating a request for substitution of an "or equal" item shall be submitte d either with the Bid or not later than ten (10) days following the Bid opening, and will not be considered until after execution of the Agreement by all parties.

Should the Contractor request approval for substitution of "or equal" products, it shall, at its expens e, submit data su bstantiating such request to the Engineer as per Subsection 2.4.1.1, above. Data for approval to substitute "or equal" products shall include complete calculations, technical specific ations, samples, or published documents relating to the performance and physical characteristics of the proposed substitute.

- END OF SECTION -

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SECTION 2.5 – UTILITIES

2.5.1 UTILITY LOCATION AND PROTECTION

The following text shall replace the provisions of paragraph 2 of Subsection 402-1.1 of the Standard Specifications:

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 and obtain an inquiry identifi cation number a minimum of two (2) working days, but not more than fourteen (14) calendar 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.

All water meters, water va lves, fire hydrants, elec trical 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 owner a minimum of two (2) working days before commencing the Work.

2.5.2 REMOVAL, RELOCATION, OR PROTECTION OF EXISTING UTILITIES

The following text shall replace Subsection 402-2 to 402-4 of the Standard Specifications:

In accordance with the provisions of Section 4215 of the California Government Code, any contract to wh ich a public agency as defined in Section 4401 is a party, the public agency shall a ssume the responsibility, between the parties to the contract, fo r the timely remova l, relocation, or protection of existing main or trunkline utility facilities located on the site of any construction project that is a subject of the contract, if such utilities are not identified by the publ ic agency in the plans a nd specifications made a part of the invitation for bids. The agency will compensate the Contractor for the costs of locating, repairing dam age not due to the failure of the Contractor to exercise reasonable ca re, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the pr oject necessarily idled during such work.

The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the public agency or the owner of the utility to provide for removal or relocation of such utility facilities.

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Nothing herein shall be deemed to re quire the public agency to indicate the presence of existing service latera ls or appurtenances whenever the presence of such utilities on the si te of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve the public agency from identifying main or trunk lines in the plans and specifications.

Nothing herein shall preclude the public agency fr om pursuing any appropriate remedy against the utility for delays which are the responsibility of the utility.

Nothing herein shall be construed to re lieve the utility from any obligation as required either by law or by contract to pay the cost of removal or relocation of existing utility facilities.

If the Contractor while performing the cont ract 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 th ey are the owner, 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.

2.5.3 TEMPORARY SUPPORT OF UTILITIES

The following paragraph shall be added to Subsection 402-4 of the Standard Specifications:

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 prior to commencing any work that may affect such utilities. 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 suppor ted properly by the Contractor to the satisfaction of the utility owner. The method of support of the utility, precautions to be taken during trench backfill and compaction, etc., shall be in accordance with the utility owne r's requirements. The Contractor shall contact the utility owner should it anticipate such exposure of any of the existing utilities.

2.5.4 EXCAVATING NEAR S UBSURFACE INSTALLATION

The following paragraph shall be added to Subsection 402-4 of the Standard Specifications:

The excavator shall determine the exact location of subsurface installations that may be affected by the excavation by excavating with hand tools within the area of the 374

approximate location of subs urface installations as dete rmined by the field marking performed by the oper ator of the subsurface installation (hereinafter the “Operator”) in conjunction with the ex cavator pursuant to the provisions of Government Code Section 4216.3, before using any power-operated or power-driven excavating or boring equipment within the approximate location of the subsurface installation, except that power-operated or power-driven excavating or boring equipm ent may be used for the removal of any existing pavement if there are no subsurface installations contained in the pavement. If mutually agreed upon by the Operator and excavator, the excavator may utilize power- operated or power-driven excavating or boring equipment within the approximate location of a subsurface installation and to any depth.

If the exact location of the subsurface installation cann ot be determined by hand excavating in accordance with the first par agraph of this subsection, the excavator shall request the Operator to provide additional information to the excavator, to the extent that information is available to th e operator, to enable the exca vator to determine the exact location of the installation.

Under no conditions shoul d a contractor proceed with exca vation if the contractor has been unable to lo cate a marked utility li ne through hand excavation. In the event the contractor has been unable to locate the marked utility line by hand excavation, then the contractor is required to immediately stop work and notify the City, the property owner (if other than the City) a nd utility owner and requ est further informat ion and instructions before proceeding with excavation.

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SECTION 2.6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK

2.6.1 GENERAL

Particular attention is directed to the following provisions of the Standard Specifications as amended by these Special Pr ovisions: Subsection 6-1, "Construction Schedule and Commencement of Work,” Subsection 6-3, "Time of Completion,” Subsection 6-7, “Termination of the Contract for Default,” and Subsection 6-9, "Liquidated Damages."

2.6.2 TIME OF COMPLETION

After the Agreement has been executed by all parties, and a written Notice to Proceed has been issued to the Contractor, the Contractor shall start the Work within ten (10) working days after the date specified in said Notice to Proceed.

Said Work shall be diligently prosecuted to completion before the expiration of:

ONE HUNDRED AND EIGHTY WORKING DAYS

from the date specified in a written Notice to Proceed from the City.

2.6.3 DEFAULT BY CONTRACTOR

2.6.3.1 The provisions Subsection 6-7 of th e Standard Specifications shall be deleted in their entirety and the following substituted therefor:

The Agreement may be canc elled by the City Counci l without lia bility for damages, upon the City Council’s determination that the Contractor is not complying in good fait h with the terms of th e Agreement, has become insolvent, or has assigned or subcontracted any part of the Work without the City Council’s consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Unit Prices or lump sums bid and the quantity of Work completed at th e time of cancellation. Any damages sustained by the Ci ty due to acts or omissions of the Contractor will be subtracted from this amount. The Contractor, in having tendered a Bid, shall be deemed to have waiv ed any and all claims for damages because of cancellation of the Agreement for an y of the reasons specified in this paragraph. If the City declares the Agreement
canceled for any of the
reasons specified in this paragraph, wr itten notice to th at effect shall be served by the City via personal delivery or by certified ma il (return receipt requested) upon Contractor ’s Surety. The Surety shall, within five (5) working days after receiving the written notice, assume control and perform the work as successor to the Contractor.

If the Contractor fails to: begin del ivery of material and equipment; commence work with in time specified; maintain the rate of delivery of material; execute the work in the manner and at such locations as specified; 376

maintain a work program wh ich will ensure th e City’s interest; or carry out the intent of the Agreement; written no tice may be served by the City via personal delivery or by certified mail (receipt requested) upon the Contractor and its Surety on its Performance Bond demanding satisfactory compliance with the Agreement.

If the Contractor or its Surety does not comply with such notice within five (5) working days after receiving it, or fails to continue after starting to comply, the City may exclude the Contractor and/or its Surety from the premises and take possession of all material and equipment. The City may complete the Work in any manner consistent with applicable California law, including but not limited to use of its own forces, or by letting the unfinished work to another Contractor. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the su ms due under the Agreement are insufficient, the Contract or or Surety shall pay to the City, within five (5) working days after the completion of the unfinished work, all costs in excess of the sums due.

If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part and shall be paid by the City for all work performed by it in accordance with the Agreement. If the Surety assumes the entire Agreement, all money due the Contractor at the time of its default shall be payable to the Surety as the work progresses, subject to the terms of the Agreement.

The provisions of this Subsection shall be in addition to all other rights and remedies available to the City under law.

2.6.4 DAYS DESIGNATED AS HOLI DAYS BY THE CITY OF LYNWOOD

2.6.4.1 Days Designated as Holidays by the City of Lynwood. - The days designated as holidays by the City are:

New Year’s Day Independence Day
Martin Luther King’ s Birthday Labor Day
César Chávez’ Birthday Thanksgiving Day
Cinco De Mayo Christmas Day
Memorial Day

Any holiday shown ab ove that falls on a Sunday sha ll be observed the following Monday.

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2.6.4.2 Days Designated as Holidays by BOTH the State of California AND the United States Federal Government. - In addition to the holidays specified in §2.6.4.1, holidays observed by BOTH the State of California AND the United States federal government shall also be granted by the City and are designated as follows:

Presidents’ Day Columbus Day
V e t e r a n s ’ D a y

Any holiday shown above that falls on a Sunday shall be observed the following Monday.

2.6.5 LIQUIDATED DAMAGES

2.6.5.1 Amount. - The amount of Liquidated Damages as specified in Section 6-9 of the Standard Specifications shall not apply. The applicable amount of Liquidated Damages shall be specified in the Agreement.

2.6.6 TIMES OF OPERATION

2.6.6.1 Hours of Operation. - No construction activities shall take place and no person shall operate, permit, use, or cause to operate any of the following, other than between the hours of 7:00 a.m. to 3:30 p.m. (9:00 a.m. to 3:00 p.m. for work involving arterial streets), Monday throug h Friday, with no wo rk 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

2.6.7 NOTIFICATION

The Contractor shall notify the City of Lynwood and the owners of all utilities, subsurface installations and substructures not less than forty-eight (48) hours prior to starting construction. The following list of names and telephone numbers is inte nded for the convenience of the Contractor and is not guaranteed to be complete or correct:

A T & T ( 3 1 0 ) 5 1 5 - 4 0 9 9
City of Lynwood (310) 603-0220
City of Lynwood Water & Sewe r (310) 603-0220, Ext. 801 Consolidated Disposal Services (trash collection) (562) 577-6277 Los Angeles County Fi re Department (Sta. 147) (310) 605-5670 Los Angeles County Fire Department (Sta. 148) (310) 603-5270 L.A. County Public Works/Fl ood Control (818) 896-0594 Los Angeles County Sheriff’s Department (310) 537-6111 MV Transportation, Inc. (bus service) (562) 259-9911
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Lynwood Unified School District (310) 886-1600
Park Water Company (562) 923-0711
Southern California Edison (800) 655-4555
Southern Califo rnia Gas (310) 605-7909
Spectrum (833) 267-6097
Underground Service Aler t (800) 227-2600
U.S. Postal Service (800) 275-8777

The Contractor shall notify th e U.S. Postal Service and tr ash collection company of all work areas affecting service five (5) working days prior to construction and shall coordinate the work so that these services are not interrupted.

2.6.8 CONSTRUCTION SCHEDULE

The provisions of Subsection 6-1 of the Standard Specifications shall be amended as set forth in the following Subsections:

2.6.8.1 Schedule of Work. - A schedule of Work as required under Section 6-1 of the Standard Specifications shall be pr ovided by the Contra ctor at the pre- construction meeting.

2.6.8.2 Method. - The Contractor shall provide a project management tool in the form of a Critical Path Method (CPM) network schedule for planning and scheduling of all work required under the Agreement. All schedule reports shall be in the form of computer printouts. The Contractor may elect to use bar charts (Gantt charts) as a supplementary on-site scheduling tool; provided, that all such bar charts shall be generated in the computer from the approved CPM network schedule.

CPM schedules may be submitted in ei ther arrow diagram or time-scaled precedence diagram forma t, subject to th e requirements of these Special Provisions.

2.6.8.3 Qualifications. - A statement of computerized CPM capability shall be submitted in writing prior to the award of the Contract, and shall verify that either the Contractor's organization has in-hous e capability to pr epare and use CPM scheduling techniques, or that the Contra ctor will employ a CPM consulting firm who is so qualified.

2.6.8.4 Submittal Procedures. - Within twenty (20) working days of execution of the Agreement by all parties, and within ten (10) workin g days of the Engineer's written request at any othe r time, the Contractor s hall submit the schedule and schedule reports in the form specified herein. The Contractor, if requested by the Engineer, shall provide revised network diagrams and schedule re ports if at any time the Engineer considers the completion date to be in jeopardy because of "activities behind schedule." Such additional network diagrams and reports shall include a new arrow or pr ecedence diagram and schedule reports conforming to the requirements of Subsection 2.6.8.7 of these Specia l Provisions, showing how 379

the Contractor intends to accomplish the Work to meet the completion time specified. The form and method employed by the Contractor shall be the same as that required for the initial schedule submittal.

2.6.8.5 Schedule Revisions. - The Contractor shall modify any and all portions of the construction schedule that become infeasible be cause of activities or procurement behind schedule, or for any other valid reason. Any activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule.

2.6.8.6 Change Orders. - Upon issuance of a Change Order or other Contract modification, the approved change shall be reflected in the next submittal of the Construction Schedule.

2.6.8.7 Approved Standards. -

2.6.8.7.1 Definition. - CPM scheduling, as required under this Section, shall be interpreted to be gene rally as outlined in the Associated General Contractors of America publication, "The Use of CP M in Construction," as amended by these Special Provisions.

2.6.8.7.2 Construction Schedules. - Construction schedules shall include computer-generated graphic networks and computerized construction schedule reports meeting requirements of this Section.

2.6.8.7.3 Networks. - The CPM scheduling network shall be in the form of a time-scaled arrow or time-scaled prec edence diagram of the "activity-on- arrow" or the "activity on node" type and may be divided into separate pages with suitable notation rela ting to the interface poi nts between the pages.

Individual pages shall not exceed thirty-six (36) by sixty (60) inch sheet size.

Notation on each activity arrow or node shall include a brief work description and duration estimate.

All construction activities and procur ement shall be indicated in a time- scaled format and calendar scale sh all be shown along the entire sheet length. Each activity ar row or node shall be plot ted so that the beginning and completion days and free float time of said activity can be determined graphically by comparison with the calendar scale. All activities shall be shown using symbols that clearly distinguish between critical path activities and free float for each non-critical activity. All non-critical path activities shall show estimated performance time and free float time in scaled format.

2.6.8.7.4 Duration Estimates. - The duration estimates indicated for each activity shall be computed in working days, converted to calendar days, and shown on the construction schedule in calendar da ys, and shall represent the single, best estimate considering the scope of the Wo rk and resources planned for the activity. Except for certain non-l abor activities, such as 380

curing of concrete, paint drying, procurement, or delivering of materials, activity duration shall no t exceed ten (10) working days [fourteen (14) calendar days] nor be less than one (1) work ing day, unless otherwise accepted by the Engineer.

2.6.8.7.5 Schedule Reports. - Schedule Reports s hall be prepared from the initial construction sc hedule and from all subse quent revisions of the schedule. As a minimum, Schedule Reports shall contain the following data for each activity:

1. Activity numbe rs (or i-j numbers)

2. Estimated activity duration

3. Activity description (including procurement items)

4. Early Start date (calendar dated)

5. Early Finish date (calendar dated)

6. Late Start date (calendar dated)

7. Late Finish date (calendar dated)

8. Status (whether critical)

9. Total Float for each activity

10. Free Float for each activity

2.6.8.7.6 Project Information. - As a minimum, each Schedule Report shall include the following summary data:

1. Project name

2. Contractor name

3. Sequence or revi sion number or date

4. Project duration

5. Scheduled completion date

6. Date of commencement of the Work
7 . C i t e n e w c o m p l e t i on date, if applicable

2.6.8.8 Schedule Monitoring. – At least once a month, and when specifically requested by the Engineer, the Contractor shall submit to the Engineer a computer printout of the latest updated Schedule Report for those activities that remain to be completed.

- END OF SECTION -
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SECTION 2.7 - RESPONSIBILITIES OF THE CONTRACTOR

2.7.1 LAWS TO BE OBSERVED - The provisions of Subsection 5-1 of the Standard Specifications shall be deleted in their entirety and the following substituted therefor:

The Contractor shall keep itself fully informed of all existing and future State and Federal laws, and county and municipal ordinances and regulations, which in any manner affect those engaged or employed in th e Work, or the materials used in the Work, or which in any way 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. Contractor shall at all times observe and comply with all such existing and future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over the Work, and shall indemnify the City and all its officers and employees connected with the Work, 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 violat ion of any such law, ordinance, regulation, order, or decree, whether by Contractor or its employees. If any discrepancy or inconsistency is discovered in the Contract Documents for the Work in relation to any such law, ordinance, regulation, order, or decree, the Contractor shall immediately report the same to the Engineer in writing.

2.7.2 INSURANCE REQUIREMENTS - The insurance requirements set forth in Sections 5-4.2 to 5-4.4 of the Standard Specifications shall be replaced in their entirety by the following provisions of this Subsection:

2.7.2.1 Workers' Compensation and Employer’s Liability. - At its sole expense, Contractor shall procure, provide and maintain during the life of the Agreement and for any other such period as may be required to cover warranty periods or other claims arising from the Work, Workers’ Compensation Insurance and Employer’s Liability Insurance for all Contractor’s employees on the Project.

Workers’ Compensation Insurance shal l be in the amount required by California law. Employers’ Liability Insurance shall be provided in amounts not less than $1,000,000 per accident, per employee for bodily injury or disease.

The Workers’ Compensation Policy shall be endorsed to contain a waiver of subrogation in favor of the City of Lynwood.

Contractor shall require all subcontractors to pr ovide Contractor with evidence of Workers’ Compensation and Employer’s Liability Insurance which complies with Cali fornia law and the provis ions of this Subsection

2.7.2.1. Contractor shall provide City with copies of such evidence of insurance before commencing performance of any of the Work specified in the Contract Documents.

2.7.2.2 Commercial General Liability Insurance. - At its sole expense, Contractor shall procure, provide and maintain during the life of the Agreement and 382

for any other such period as may be required to cover warranty periods or other claims arising from the Work, Commercial General Liability Insurance against claims for injuries to persons, damages to property or such other liabilities as may arise directly or indirectly from Contractor’s operations, use and management of the Project site or the performance of the Work or any of Contractor’s obligations under the Contract Documents.

Contractor’s Commercial General Liability Insurance shall provide coverage at least as broad as IS O “Occurrence” form CG 00 01, includi ng, but not limited to, coverage for the following : (1) premises and operations; (2) contractual liability, insuring the oblig ations assumed by Contractor under the provisions of any of the Cont ract Documents; (3) products and completed operations; (4) broad form property damage (including completed operations); (5) explosion, collapse and underground hazards; (6) bodily injury; (7) property damage; and (8) personal and advertising injury.

Policy limits shall not be less than $2,000,000 per occurrence for all covered losses and no less than $4,000,000 general aggregate. If the policy includes a general aggregate limit, the policy shall be endorsed to state that the general aggregate limit shall apply separately to this Project, or the general aggregate limit shall be twic e the required per occurrence limit.

Defense costs must be paid in addition to limits and there shall be no cross liability exclusion for claims or suits by one insured against another.

The limits set forth in th e paragraph above shall a pply separately to each insured against whom claims are made or suits are brought except with respect to limits of liability. The limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to the City.

The City of Lynwood, its elected and appointed boards, officers, officials, employees, agents, representatives and volunteers shall be named as additional insureds on the Commerc ial General Liability Policy using Additional Insured Endorsement form CG 20 10 11 85 or exact equivalent.

This endorsement shall be attached to in surance certificates or contained in certified copies of policies.

2.7.2.3 Busi ness Automobile Liab ility Insurance. At its sole expense, Contractor shall procure, provide and maintain during the life of the Agreement and for any other such period as may be required to cover warranty periods or other claims arising from the Work, Business Automobile Liability Insurance using ISO Business Auto Coverage form CA 00 01 incl uding symbol 1 (Any Auto), or the exact equivalent. Limits shall be no less than $1,000,000 each occurrence, combined single limit for bodily injury and property damage liability, including coverage for (1) owned automobiles; (2) hi red or borrowed automobiles; and (3) non-owned automobiles.

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The limits set forth in the paragraph above shall apply separately to each insured against whom claims are m ade or suits are br ought except with respect to limits of liability. The limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor ’s indemnification obligations to the City.

The City of Lynwood, its elected and appointed boards, officers, officials, employees, agents, representatives and volunteers shall be named as additional insureds on the Business Au tomobile Liability Policy. This endorsement shall be attached to insur ance certificates or contained in certified copies of policies.

2.7.2.4 Course of Constr uction / Builder’s Risk - Not Applicable to this Project.

2.7.2.5 Reserved.

2.7.2.6 Additional Requi red Insurance Endorsements.

2.7.2.6.1 All Policies. - In addition to the specific requirements set forth for the individual types of policies set forth above, all insurance policies required under the provisions of Subsection 2.7.2 shall be endorsed to contain the following provision:

This insurance policy shall not be suspended, voided,
cancelled, reduced in coverage or in limits except after thirty (30) days prior written notice has been given to the City of Lynwood. Such thirty (30) day notice shall be submitted to the City via certified mail, return receipt requested, and addressed to: City Engineer, City of Lynwood, 11330 Bullis Road, Lynwood, California, 90262.

2.7.2.6.2 Commercial General Liab ility and Business Auto Liability Policies. In addition to the specific requirements set forth for the individual types of policies set forth above, the Commercial General Liability and Business Auto Liability policies required under the provisions of Subsection

2.7.2 shall be endorsed as follows:

The Contractor’s insurance is primary with respect to the City of Lynwood, its elected and appointed boards, officers, officials, employees, agents, r epresentatives and volunteers.

Any insurance or self-insurance maintained by The City of Lynwood, its elected and appointed boards, officers, officials, employees, agents, representat ives and volunteers shall be excess of the Contractor's in surance and shall not contribute with it.
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The subrogation condition as to the City of Lynwood, its elected and appointed boards, offi cers, officials, employees, agents, representatives and vol unteers shall be deleted, or must specifically allow the named insured to waive
subrogation prior to a loss. This endorsement shall be obtained regardless of existing policy wording that may appear to allow such waivers.

2.7.2.7 Acceptability of Insurers. - All insurance required by the Contract Documents shall be placed with insurers wit h a current A.M. Best's rating of no less than A:VII, and only with insurers th at are admitted and authorized to do business in California as insurance carriers.

2.7.2.8 Verification of Coverage. - Contractor shall furnis h the City with original certificates of insurance and original endorsements evidenc ing the coverage required by these specifications. The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in form and substance satisfactory to the City and shall be furnished to the City Engi neer within ten (10) calendar days of Contractor’s receipt of the Notice of Award, and approved by the City Engineer and/or the City Attorney before any Work commences. At the request of the City, the Contractor shall provide complete, ce rtified copies of all required insurance policies, including endorsements effect ing the coverage required by these specifications.

2.7.2.9 Subcontractors. - The Contractor shall incl ude all subcontractors as insureds under its policies or shall furn ish to the City for review and approval, separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the insurance requirements set forth in the various provisions of Subsection 2.7.2.

2.7.2.10 Other Required Insurance Provisions. - In the event any breach of any of the insurance provisions requi red under the Contac t Documents, City may, at is sole discretion, procure and maintain at Contractor’s expense, the necessary insurance and may deduct the costs from any sum to which contractor is entitled or may become entitled under the Contract Documents.

No endorsement limiting or excludi ng a standard coverage is permitted and claims-made coverage or modified occurrence is not acceptable.

The cost of procuring and maintain ing all insurance required by the provisions of Subsection 2.7.2 shall be included in the Contractor’s bid.

Pursuant to Section 7105 of the California Public Contract Code, Contractor shall not be responsible for cost of repairing or restoring damage to the Work 385

which damage is determined to have been proximately caused by an Act of God, in excess of five percent (5%) of the contracted amount, provided, that the work damaged is built in accordance with accepted and applicable building standards and the plans and specifications of the City.

Contractor shall obtain insurance to indemnify the City for any damage caused by an Act of God if the insur ance premium is listed as a separate bid item in the Bid Schedule(s) for the Work. As used in this paragraph, an “Act of God” includes only eart hquakes in excess of a magnitude 3.5 on the Richter scale, and tidal waves.

2.7.3 LABOR LAWS –

The provisions Subsection 5-3.4 of the Standard Specifications shall be deleted in their entirety and the following substituted therefor:

2.7.3.1 Hours of Labor. - The Contractor shall comp ly with all applicable provisions of California L abor Code Sections 1810 to 1815, inclus ive, relating to working hours. The Contractor shall, as a penalty to the City, forfeit $25.00 for each worker employed in the execution of the Work pursuant to the Contract Documents by the Contractor or by 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 we ek, unless such worker receives compensation for all hours worked in excess of 8 hours at not less than 1-1/2 times the basic rate of pay. Upon notificat ion by the Division of Apprenticeship Standards (the “DAS”) or the Division of Labor Standar ds Enforcement of the Department of Industrial Relations (the “DLSE”), the City shall withhold penalties due under this Subsection from the Contractor's progress payments then due.

The provisions Subsection 5-3.2 of the Standard Specifications shall be deleted in their entirety and the following substituted therefor:

2.7.3.2 Prevailing Wage. - As required by Section 1770 et seq. of the California Labor Code, the Contractor shall pay not less than the pr evailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations (the “Director”). Copies of such prevailing rate of per diem wages are on file at the office of the City Engineer, which copies shall be made available to any interested party on request. The Contractor shall post a copy of such determination at each job site.

Pursuant to the provisions and excepti ons set forth in Labor Code Section 1775, Contractor, and any subcontractor under Contractor, shall, as a penalty to the City, forfeit the sum of not more than $50.00 (actual amount of penalty to be determined by the Labor Commissioner pursuant to the provisions of Labor C ode Section 1775(a)(2)) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director for such work or craft in which such worker is employed for any public work done under the Contract Documents by it or 386

by any subcontractor under it. Upon not ification by the DAS or the DLSE, the City shall withhold penalties due under this Subsection from the Contractor's progress payments then due. 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 shall be paid to each worker by the Contractor or the subcontractor.

Any contract executed between the Contractor and a subcontr actor for performance of work under the Contract Documents shall include a copy of the provisions of Section 1771, 1775, 1776, 1777.5, 1813 and 1815 of the California Labor Code.

2.7.3.3 Apprentices on Public Works. - Prior to commencing work, the Contractor shall submit to the City a copy of the in formation submitted to the applicable apprenticeship progra m(s) that can supply apprentices to the site of the Work. The information shall include an estimate of journeyman hours to be performed under the contract, the num ber of apprentices proposed to be employed, and the approximate dates the apprentices would be employed.

Within 60 days after concluding the Work under the Agreement, Contractor and its subcontractors s hall submit to the City a verified statement of the jour neyman and apprenticeship hours performed on the contract.

2.7.4 OTHER PROVISIONS

2.7.4.1 Unpaid Claims. - If, at any time prio r to the expiration of the period for service of a Stop Notice, there is served upon the City a Stop Notice, as provided in Sections 3179 through 3210 of the Califo rnia Civil Code, the Ci ty shall, until the discharge thereof, withhold fr om the moneys under its co ntrol so much of said moneys due or to become due the Contra ctor under the Agreement as shall be sufficient to answer the cl aim stated in such Stop Notice, and to provide for the reasonable cost of any litigation thereunder, provided, that if the Engineer shall, in its discretion, permit the Co ntractor to file with the City the bond referred to in Section 3196 of the Califo rnia Civil C ode, said moneys shal l not thereafter be withheld on account of such Stop Notice.

2.7.4.2 Retainage from Monthly Payments. - Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any money withheld by the City to ensure perfor mance under the Agreement. 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 as the escrow agent, who shall return such securities to the Contractor upon satisfactory completion of the Agreement. Deposit of securities with an escrow agent shall be subject to a written agreement for in-lieu construction payment retention, provided by the City between the escrow agent and the City, which provides that no portion 387

of the securities shall be pa id to the Contractor until th e City has certified to the escrow agent, in writing, that the Contract has been satisfactorily completed. The City will not certify that the Agreement ha s been satisfac torily completed until at least 35 days after filing by the City of a Notice of Completion. Securities eligible for investment under Public Co ntract Code Section 22300 shall be limited to those listed in Section 16430 of the Government Code, and to bank or savings and loan certificates of deposit.

2.7.4.3 Contracts for Trenches or Excavations; Notice on Discovery of Hazardous Waste or Other Unusual Co nditions; Investigations; Change Orders; Effect on Contract.

2.7.4.3.1 As required under Section 7104 of the Public Contract Code, any public works contract of a local public entity, which involves the digging of trenches or other excavations that ex tend deeper than 4 feet (1.2 meters) below the surface, shall be subject to the following provisions:

The Contractor shall promptly, and before the following conditions are disturbed, notify the Cit y, in writing, of any: (1) Material that the contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Cali fornia Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with pr ovisions of existing law; (2) subsurface or latent physical condi tions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids; and (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordina rily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.

The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or incr ease in the Contractor's cost of, or the time required for, perfo rmance of any part of the Work shall issue a change order under t he procedures described in the Contract Documents.

In the event that a dispute arises between the City and the Contractor 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, the Contractor shall no t be excused from any scheduled completion date provided for by t he Contract Documents, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract 388

or by law which pertain to the re solution of disputes and protests between the contracting parties.

2.7.4.3.2 In accordance with California Labor Code Section 6705, Contractor shall not commence any exca vation over five (5) feet in depth until he/she has submitted to the Cit y a detailed plan showing the design of shoring, bracing, sl oping, or other provisions to be made for worker protection from the hazard of cavi ng ground during any such excavation and such plan has been accepted by the City or by a regi stered civil or structural engineer, employed by the City, to whom authority to accept has been delegated. If such plan varies from the shorin g system standards promulgated by the Department of I ndustrial Safety, the plan shall be prepared by a registered civil or structural engineer employed and paid by the Contractor. Nothing in this S ubsection shall be deemed to allow the use of a shoring, sloping, or prot ective system less effective than that required by the Construction Safety Or ders. Nothing contained in this Subsection shall be construed as relie ving the Contractor of the full responsibility for providi ng shoring, bracing, slopi ng, or other provisions which are adequate for worker protection.

2.7.4.4 Resolution of Construction Claims. - In accordance with Public Contract Code Section 20104 et seq. , and other applicable law, public works claims of $375,000 or less which arise bet ween the Contractor and the City shall be resolved under the following the statutory procedure:

1. All Claims: All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notic e requirements are prov ided in the Contract Documents. "Claim" means a separate demand by the C ontractor for (1) a time extension, (2) payment of money or damages arising fr om work done by or on behalf of the Contractor and payment of which is not otherwise expressly provided for or the Contract or is not otherwise entit led, or (3) an amount the payment of which is disputed by the City.

2. Claims Under $50,000. The City shall respond in writing to the claim within forty-five (45) days of receipt of the claim, or, the City may request, in writing, within thirty (30) days of receipt of the claim, any additional documentation supporting the claim or re lating to defenses or claims the City may have. If additional information is ne eded thereafter, it shall be provided upon mutual agreement of the City and t he Contractor. The City's written response shall be submitted fifteen (15) days after receiving the additional documentation, or within the same period of time tak en by the Contractor to produce the additional information, whichever is greater.

3. Claims over $50,000 but less than or equal to $375,000.

The City shall
respond in writing within sixty (60) days of receipt, or, may request in writing within 30 days of receipt of the claim, any additional documents supporting the 389

claim or relating to defenses or claims the City may have against the Contractor.

If additional information is needed thereafter, it shall be provided pursuant to mutual agreement between t he City and the Contractor. The City's response shall be submitted within thirty (30) days after receipt of the further documents, or within the same period of time taken by the Contractor to pr oduce the additional information or documents, whichever is greater. The Contractor shall make these records and documents available at all reasonable times, without any direct charge.

5. If the Contractor disputes the City's response, or if the City fails to respond within the times prescribed herein, the Contractor ma y so notify the City within fifteen (15) days of the receipt of the re sponse or within fifteen (15) days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for a settlement of the issues in dispute.

Upon such demand, the City shall schedule a meet and confer conference within thirty (30) days.

6. Following the meet and confer conference, if the claim or any portion thereof remains in dispute, the Cont ractor may file a claim pursuant to Government Code 900 et seq. and Government Code 910 et seq. For purposes of those provisions, the time within wh ich a claim must be filed shall be tolled from the time the Contract or first submits its writte n claim pursuant to these provisions until the time the claim is denied as a result of the meet and confer process, including any time utilized for the meet and confer conference.

7. Submission of a written claim ( with appropriate supporting documentation attached) signed by the Contractor, and a wri tten rejection or denial of all or part of the claim by City, is a condition precede nt to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor.

2.7.4.5 Concrete Forms, Falsework, and Shoring. - The Contractor shall comply fully with the requirements of Section 1717 of Title 8 of the California Code of Regulations (Construction Safety Orders of the California Department of Industrial Relations) regarding the design of concrete forms, falsework, and shoring, and the inspection of same prior to the placement of conc rete. 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, the 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 Agreement for completion of the Work as set forth in the Contract Documents.

2.7.4.6 Payroll Records; Retention; Inspection; Noncompliance Penalties; Rules and Regulations. – Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shal l keep accurate payroll re cords, showing the name, address, social security number, work cl assification, straight time and overtime hours worked each day and week, and t he actual per diem wages paid to each 390

journeyman, apprentice, worker, or other employee employed by him or her in connection with the Work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, st ating that both (1) the information contained in the payroll record is true and correct; and (2) the Contractor has complied with the requirements of Labor Code Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

The payroll records en umerated in the firs t paragraph of this Subsection 2.7.4.6, shall be certified and made available for inspection at all reasonable hours at the principal office of the Contractor on the following basis:

A certified copy of an employee' s payroll record shall be made available for inspection, or furnished to the employee, or his or her authorized representative on request.

A certified copy of all payrol l records enumerated herein shall be made available for inspection, or furnished upon request to a representative of the City, the DLSE and the DAS.

A certified copy of all payrol l records enumerated herein shall be made available upon request to the public for inspection, or for copies thereof. However, a request by the public shall be made through among the City, the DAS, or the DLSE. If the requested payroll records have not been provided pursuant to the preceding paragraph, the requ esting party shall, prior to being provided the records, reimburse the costs of preparation by the Contractor, subcontract ors, and the entity through which the request was made, subject to the provisions of Title 8, Sections 16400 and 16402 of the California Code of
Regulations. The public shall not be given access to the records at the principal office of the Contractor.

The certified payroll records shall be on forms provided by the DLSE or shall contain the same information as the forms provided by the DLSE. The payroll records may consist of printouts of payrol l data that are main tained as computer records, if the printouts contain the same information as the DLSE forms and such printouts are verified in th e manner specified in the first paragraph of this Subsection 2.7.4.6.

The Contractor and each subc ontractor shall file a certified copy of the records, enumerated in the first paragraph of this Subsection 2.7.4.6, with the entity that requested the records within ten (10) days after receipt of a written request.

Any copy of records made av ailable for inspection as copies, and furnished upon request to the public or any public agency by the City, the DAS, or the DLSE, shall be marked or obliterated in such a ma nner as to preven t disclosure of an 391

individual's name, address, and social security number. The name and address of the Contractor awarded the contract or performing th e Work under the Contract Documents shall not be marked or obliterated. Any copy of records made available for inspection by or furnished to, a joint labor-management committee established pursuant to the provisions of Labor Code Secti on 1776(e) shall be marked or obliterated only to prevent disclosure of individuals’ names and social security numbers.

The Contractor shall inform the City of the location of the records enumerated under the first paragraph of this Subsection 2.7.4.6, including the street address, city and county, and shall, within 5 working days, provide a notice of any change of location and address.

The Contractor or subcontractor has ten (10) days in which to comply subsequent to receipt of a written notice requesting the certified payroll records set forth in in the first paragraph of this Subsection 2.7.4.6. In the event that the Contractor or subcontractor fails to comply within the ten (10) day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25.00) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the DAS or the DLSE, these penalties s hall be withheld from progress payments then due.

A copy of all certified payrolls shall be submitted weekly to the Engineer. Payrolls shall contain the full name, address and social security number of each employee, his or her correct classifi cation, rate of pa y, daily and weekly number of hours worked, itemized deductions made, and actual wages paid. They shall also indicate all apprentices and ratio of apprentices to journeymen. The payroll shall be accompanied by a "Statement of Compliance," signed by the employer or its agent, indicating that the payrolls are correct and comple te, and that th e wage rates contained therein are not less than those required by the Contract Documents. The "Statement of Compliance" shall be on forms furnished by the City, or on any form with identical wording. The Contractor sh all be responsible for the submission of copies of payrolls from all subcontractors.

By the fifteenth (15th) da y of the month, if the Co ntractor has not submitted satisfactory payrolls for all work performed during the monthly period ending on or before the 1st of that month, the City will retain an amount equal to ten (10) percent of the estimated value of the work perf ormed during that month from the next monthly progress payment, except that such retention shall not exceed $10,000, nor be less than $1,000. Retentions for failure to submit satisfactory payrolls shall be in addition to all other retentions provided for in the Contract Documents. The retention for failure to subm it certified payrolls for any monthly pe riod will be released for payment with the next progress payment made following the date that all the satisfactory payrolls for which the retention was made are submitted.

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2.7.5 PERMITS – The following shall be added to the end of Subsection 2-2 of the Standard Specifications:

2.7.5.1 The following permit(s) shal l be required for the Project:

1. *Construction/Excavation Permit - City of Lynwood Department of Public Works

2. Business License – City of Ly nwood Business License Department

*The Contractor is required to obtain a “No-Fee” Construction / Excavation Permit from the City prior to commencing any work.

- END OF SECTION -

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SECTION 2.8 -- FACILITIES FOR AGENCY PERSONNEL

(NOT REQUIRED)

- END OF SECTION -

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SECTION 2.9 - MEASUREMENT AND PAYMENT

2.9.1 GENERAL

2.9.1.1 Payment. – Paragraph 1 of Subsection 7-3.1 of the Standard Specifications shall be amended to read as follows:

Payment for the various items of the Bid Schedule(s) shall include all compensation to be received by the Contractor for furnishing al l tools, equipm ent, supplies, and manufactured articles, and for all labor, o perations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the Work in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and costs of complying with the regulations of any public agencies having jurisdic tion over Contractor or the Work, including, but not limited to, the Safety and Health Requirements of the California Division of Indu strial Safety and the Occupa tional Safety and Health Administration of the U.S. Department of Labor (OSHA).

No separate or additional payment will be made for any item that is not specifically set forth in the Bid Schedule(s), unles s approved and covere d by a subsequent Change Order(s) issued in accordance wi th the provisions of the Contract Documents and all costs for any such items shall be included in the prices named in the Bid Schedule(s) for the various appurtenant items of Work.

2.9.1.2 Progress and Final Payments. – Paragraphs 2 through 5 of Subsection 7-3.2. of the Standard Specificati ons shall be deleted in their entirety and the following substituted therfor:

In order to receive monthl y progress payments for Unit Price Bid Schedule(s), for work performed to the established closure date, the Contractor shall submit to the Engineer a billing invoice and an attachment containing a correct list of estimated quantities and work completed by the Cont ractor for the applicable Unit Price Bid Items listed in the Bid Schedul e(s). Such invoice shall also include a statement of accumulated working days. The estimated quantities and work completed shall be verified by the Engineer prior to processing payment.

In order to receive monthly progress payments for Lump Sum Bid Schedule(s), for work performed to the established closure date, the Contractor shall submit to the Engineer a billing invoice and an attachment containing a correct list of estimated quantities and work completed, in accordance with the Schedule of Values approved by the Engineer. Such invoice shall also include a statement of accumulated working days. The estimated quantities and work completed shall be verified by the Engineer prior to processing payment.

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When the entire Project has been satisfacto rily completed, th e Contractor shall submit its final billing invoice and required detailed attachment to the Engineer for the required verification and preparation of the final estimate.

Acceptance of any progress payment accompanying any estimate without written protest shall be an acknowledgment by the Contractor th at the number of accumulated working days shown on the associated statem ent of working days is correct. Progress payments made by the City to the Contractor after the completion date of the Agreement shall not constitute a waiver of liquidated damages.

Subject to the provisions of Section 22300 of the Public Contract Code, a ten percent (10%) retention will be withheld from each progress payment. All monthly invoices or payment requests, together with the re quired attachments detailing the number of days worked and estimates of quantities and wo rk completed, shall be directed to and approved by the Engineer before submittal to the City for payment.

Pursuant to the prov isions of California Public Contract Code Section 20104.50, should City fail to make any progress payment within thirty (30) days after receipt of an undisputed and properly submitted payment request (or invoice) from Contractor, City shall be liable to pay interest on such late payment equivalent to the legal rate set forth in subdivision (a) of Section 685 .010 of the Californ ia Code of Civil Procedure. Upon receipt of an invoice or payment request from Contractor, the City shall: (1) review the invoice as soon as practicable after receipt to determine that the invoice is a proper payment request / invoice; and (2) return to the Contractor within seven 7 days of receipt any invoice / payment request t he City determines to be improper, accompanied by a writing setting forth the reasons for City’s determination of impropriety. The number of days avai lable to City to ma ke a payment without incurring interest as set forth in this pa ragraph shall be reduced by the number of days the City exceeds the seven (7) day return period set forth in the previous sentence.

The Contractor shall submit with each invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice and valid unconditional waivers of lien from the Contractor and all subcontractors and ma terialmen for all work and materials included in any prior invoices. Waivers of lien shall be in forms prescribed by California Civil Code Section 3262. Prior to final payment by City, Contractor shall submit a final waiver of lien for Contractor's work, together with releases of lien from any subcontractor or materialmen.

2.9.1.3 Release of Retention - The following shall be added to the end of Subsection 7-3.2 of the Standard Specifications:

At the expiration of thirty -five (35) days after the Notice of Completion has been recorded by the City, or as prescribed by law, the amount deducted from the final estimate and retained by the City will be processed for payment to the Contractor, except for such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Agreement to be further retained.
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2.9.2 SCHEDULING, MEASUREMENTS AND PAYMENTS

2.9.2.2 Initial Mobilization: - The following paragraphs shall be added to the end of Subsection 7-3.4 of the Standard Specifications:

Measurement for payment for Mobiliza tion will be based up on completion of such work as a lump sum, non-proratable pay item, and shall require completion of all of the listed items during the first twenty-five (25) days following the Notice to Proceed.

Payment for Mobilization will be made at the lump sum allowance named in the Unit Price Bid Schedule(s) under the Bid Item, “Mobilization,” which price shall constitute full compensation for all such work. Payment for mobilization will be made in the form of a sing le, lump-sum, non-proratable payment. The Bid Item, “Mobilization,” will not be approved for payment until all mobilization items listed herein have been completed as specified. The scope of work included under the Bid Item, “Mobilization” shall include, but not be limited to, the following principal items:

1. Obtaining and paying for a ll bonds, insurance, and permits.

2. Moving onto the site all Contractor’s plant and equipment required for first month’s operations.

3. Installing temporary construction power, wiring, and lighting facilities.

4. Establishing fire protection system.

5. Developing and installing a construction water supply.

6. Providing on-site sanitary facilities an d potable water facilities as specified per Cal-OSHA.

7. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Wo rk. All such st orage shall meet manufacturer’s specified storag e requirements and the specific provisions of the specifications, including temperat ure and humidity control, if recommended by the manufacturer and for all security.

8. Arranging for and erection of Contractor’s work and storage yard.

9. Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.

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10. Having the Contractor’s superintendent at the job site full time as required under Subsection 3-6 of the Standard Specifications.

11. Submittal of Proposed Constr uction Schedule on or before the Preconstruction Conference, acceptable to the Engineer, per Subsection 6- 1 of the Standard Specif ications and Subsection 2.6.8 of these Special Provisions.

12. Submittal of detaile d Preliminary Construction Schedule for the Engineer’s approval within seven (7) calendar days after the commencement date specified in the Notice to Proceed.

13. Submittal of an As-Planned Construction Schedu le, embodying all corrections required by the Engineer, within thirty (30) calendar days of the date of the Notice to Proceed. No payment for mobilization can be made until this has been approved and submitted.

In addition to the requirements specifie d above, all submittals shall conform to the applicable requirements of the Standard Specifications.

No payment for any of the listed mobiliza tion work items will be made until all of the listed items have been completed to the satisfacti on of the Engineer. The aforementioned amount will be withheld by the City as the agreed, estimated value of completing all of the mobilization items listed. Any such withholding of money for failure to comple te all such mobilization items as a lump sum item shall be in addition to the retention of any payments pursuant to the provisions of the Public Contract Code.

2.9.2.3 Demobilization - Measurement for payment for Demobilization will be based upon completion of such work as a lump sum, non-proratable pay item, and shall require completion of all of the Demobilization items listed herein.

Payment for Demobilization will be made at the lump sum allowance named in the Bid Schedule(s) under the Bid Item, “Demob ilization,” which price shall cons titute full compensation for all such work. Payment for Demobilization will be made in the form of a single, lump sum, non-proratable payment, no part of which will be approved for payment under the Agr eement until all Demobilization items listed herein have been completed as specified. The scope of the work included under the Bid Item, “Demobilization” shall include but not be limited to the following principal items:

1 Provide and submit to the City a detailed writte n summary of the actual quantities of each bid item.

2 Complete clean up and remediation of all storage and staging sites.

3 Complete clean up and remediation, if required, of all haul routes utilized by Contractor’s vehicles.
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4 Comply with all terms of the Construction Permit.

5 Submit complete “AS-BUILT” plans.

6 Complete the pr oject punch list.

2.9.2.4 Sheeting, Shoring, and Bracing or Equivalent Method. - Measurement for payment for temporary sheeting, shoring, and brac ing, or equivalent method, will be based upon the completion of all planning, design, e ngineering, furnishing, and construction, and the removal and disposal of all such te mporary sheeting, shoring, and bracing as a lump sum item, complete, as required under the provisions of any permits and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of Califo rnia, pursuant to the provisio ns of Section 6707 of the California Labor Code.

Payment for temporary sheeting, shoring, and bracing, or equivalent method, will be made at the lump sum price named in the Bid Schedule(s) under the Item, “Sheeting, Shoring, and Bracing, or Equivalent Method”, whic h price shall constitute full compensation for completion of all such work as required hereunder.

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SECTION 2.10 - CONSTRUCTION DETAILS (MATERIALS AND METHODS)

TABLE OF CONTENTS

2.10.1 General

2.10.2 Construction Materials

2.10.3 Construction Methods
______________________________________________________________________

2.10.1 GENERAL

Section 2.10, “Construction Details”, includes only technical provisions that add, delete, or revise that which is already covered in the Standard Specifications, or exercises a choice that is offered in th e Standard Specifications, or a dds subjects not covered in the Standard Specifications.

2.10.2 CONSTRUCTION MATERIALS

2.10.3 CONSTRUCTION METHODS

- END OF SECTION -

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CITY OF LYNWOOD

PUBLIC WORKS DEPARTMENT

_________________________________

PART 3 – TECHNICAL PROVISIONS

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD

PROJECT NO.: 4011.68.106.62015

All Bid Items shall be in accordance with the Greenbook Standard S pecifications for Public Works Construction (SSPWC) and Standard Plans for Public Works Construction (SPPWC), latest Edition incl uding supplements, State of California Caltrans Standard Plans and Specifications, latest Edition, and the Special Prov isions and General Conditions of these specifications.

Bid Item No. 1 – Traffic Control

Traffic control, Traffic control plan, cons truction signing and traffic maintenance shall comply with the provisions of Subs ections 5-7, 600 and 601 of the Standard Specification, and the current requirements set forth in the “Manual of Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of Calif ornia, and latest Californi a Manual on Uniform Traffic Control Devices (CA-MUTCD) by the Feder al Highway Administ ration (California Supplement), the traffic control plans and these Special Provisions.

The Contractor shall maintain the following clearances from the edge of traffic lanes:

1) 5 feet to any excavation,
2) 2 feet to curbs and 1 foot to te mporary concrete barriers when feasible, 3) 10 feet to poles and other obstructions on uncurbed roadways.

If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, t he Contractor shall pr ovide all protective devices required by the Engineer to adequately protect the public.

PUBLIC CONVENIENCE

At least ten (10) calendar da ys prior to commencing paving work, the Contractor shall submit a pavement spreadi ng schedule to the City for approval. Based on the pavement spreading schedule, the Contractor is to notify residents and businesses of 401

the proposed work and post temporary “NO PARKI NG” signs at no cost to the City.

Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs shall not be attached to ex isting poles, street light standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The “NO PARKING” signs shall be in place not less than seventy-two (72) hours prior to performing the work; therefore, a request for changes in the schedule requiring additional posting s hall be submitted to the Cont ractor for approval by the Engineer at least seventy-two (72) hours pr ior to reconstruction and overlaying the street. All conflicting parking signage shall be covered.

Due to the nature of this project involv ing major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.

The Contractor is to distri bute a minimum of two (2) “Pub lic Notice” to each residence, business, and other properties such as schools affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least seventy-two (72) hours (3 worki ng days) prior to the start of work. A sample copy of the notic e must be approved by the City. Said notice shall be attached to a red information hang er provided by the Contractor and hung on the front doorknob and/or gate. The Contractor shall al so coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area.

The Contractor shall also coordinate with the trash disposal and postal services agencies to ensure the safe operation of t heir vehicle and access in the construction area.

All complaints received by the City associ ated with the construction project alleging damage to private property and v ehicles shall be responded to by the Contractor within one working day (24) hour s of notification. Failure to comply with this provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.

All trucks, which the Contractor proposes to use, that exc eed the legal load limit when loaded will be required to have overweight permits issued by the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vi cinity of the project as specified in Subsection 601 of the General Provisions.

PROTECTION OF WORK AND PUBLIC

The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. T he Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicl e tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contract or shall repair the defective area in accordance with these special provisions.
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CONSTRUCTION SIGNING

Construction signing shall consist of furnishi ng, installing, maintaining and removing construction signs and barricades as required by the “Manual of Traffic Controls for Construction and Maintenance Work Zones”. The traffic control system shall be installed on a road prior to starting work fo r that road and shall not be removed until all work has been completed on that road. Exis ting speed limit signs, which conflict with the work zone speed limit, shall be covered during the entire construction period.

TRAFFIC MAINTENANCE

The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 6 01 of the Standard Specific ations and these Special Provisions.

The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre-construction meeting. The traffic cont rol plans shall be prepared by a Traffic Engineer Licensed in the State of California and shall show:

1. Notification Signs.

2. Existing and temporary lane lines.

3. Dimensions of the work zone and street improvements.

4. Advance warning signs.

5. Delineators

The plans shall be submitted to the City at the Pre-Construction meeting and shall incorporate a complete and separate plan fo r each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction. The traffic control plans shall state:

1. That the plan will confo rm to the “California Manual on Uniform Traffic Control Devices (CA-MUTCD)” latest edition.

2. Emergency contact person and phone number.

3. Minimum lane widths and minimum clearance to obstructions.

The traffic control plan shall be reviewed a nd accepted by the Cit y Engineer prior to beginning any removals.

The Contractor shall cooperate with the City Engineer relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.

The Contractor shall furnish and install c onstruction notification signs as shown on traffic control plans and as specified by the City of Lynwood.

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The Contractor shall provide for contro lled pedestrian crossings through the work.

Crossings shall provide pedes trians a means of passing over or through the work without tracking tack coat or hot asphalt c oncrete or P.C.C. work or endangering pedestrian safety.

At intersections, if a cross street needs to be temporarily closed when work is in progress through the intersection and the antici pated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the ant icipated delay time. The signing of the detour route shall be appr oved by the Engineer prior to in stallation of the detour and closure of the road.

The Contractor shall provide for one lane of tr avel in each direction at all times unless approved by the Engineer. When two-way traffi c is restricted to one lane in each direction, and when applying an overlay past intersecting roads, traffic shall be controlled as required by the “Manual of Traffic Controls for Construction and Maintenance Work Zones”. A pilot car and driver will be requir ed at various locations if control by flaggers and/or cont rol devices proves defici ent in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross-street s, except if an alternative plan is approved by the City Engineer.

Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to City approved storage site selected by the Contractor.

TEMPORARY GUIDE MARKERS

Temporary guide markers sha ll be portable Caltrans Standar d Specifications approved delineators. Only one type of temporary guide marker shall be used on any road at any one time.

Temporary guide markers shall be placed adjacen t to the edge of all vertical lips or excavations that exceed 1 inch. If the temporary guide marker s are damaged, or are not in an up-right position, from any cause, said ma rkers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.

PORTABLE DELINEATORS

The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the de lineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.

Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 ½ inches apart and at a height on the po st so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.

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Reflective bands shall be flexible vinyl plasti c, either white or ye llow, and shall have not less than the following dry reflective val ues at a 0.2 degree divergence angle, expressed in units of candle power per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.

Dry Reflective Value

Angle of Incidence 4º 5º 30º White 250 165 50
Yellow 10 110 50

All tests for reflective values shall be per formed in accordance with Test Method No.

Calif. 642.

The portable delineators shall be spaced as nec essary for proper delineation; however, in no case shall the spaci ng between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.

FLUORESCENT TRAFFIC CONES

Provide lighted flashers and lighting for night time. Fluorescent traffic cones shall be new or reconditioned and of good commercial qualit y, flexible material suitable for the purpose intended. The outer se ction of the portion above t he base of the cone shall be highly pigmented fluorescent orange polyviny l compound. The cone shall be anchored in a manner such that the traffic cone will remain in an upright position.

The fluorescent traffic cones shall be s paced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.

STRIPING

Temporary striping and marking for traffic cont rol shall conform to Section 314-4 of the Standard Specifications. Temporary striping and marking which has no further use shall be removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.

RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES

The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.

The Contractor shall assure that access to schools is reasonable for vehicles and pedestrians for morning and afternoon times that schools are in session.

The Contractor shall constr uct temporary A.C. ramps or equal to provide safe and 405

drivable access to residents and business properties daily.

Upon advanced Notice to the Contractor of a pending delivery to a business the Contractor is to endeavor to coordinate all shipments and deliv eries to businesses. If steel plates are required, they shall be provided by the Cont ractor at no additional cost to the City.

The Contractor shall be responsible for fu rnishing, placing and ma intaining barricades and lights as necessary to protect the public from danger due to the work being done.

No additional amounts shall be paid for erosion control, er osion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.

Payment for Traffic Control shall be at the contract unit price per Lump Sum (LS) and shall be considered full compensation for providing safe traffic control, preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, public agencies and the City of Lynwood; and complying with the requirements specified in those licenses and permits, coordination, field office facility; and incidentals necessary to perform all related items of work.

Bid Item No. 2 – Remove Existing AC Pavement

This Bid Item shall conform to Subsection 404 of the Standard Specifications and shall include all labor, material and equipment required to include the following items of work:

A. Sawcutting and removal of existing asphalt concrete (AC) pavement by cold milling to the depth required for the placement of new pavement as shown on the project drawings. All work shall be completed in accordance with the lines and grades, and typical cross-sections shown on the dra wings. Any excavation beyond the limits not approved by the Engineer shall be at the Contractor's expense.

B. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor shall make effo rt to recycle the m illed materials. The Contractor shall provide the City Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.

C. Maintaining dust control at all times by watering.

D. Clean-up of the site.

E. Providing for traffic control and maintenan ce of access to the driveways, security and safety including signs, barri cades, covers, steel plates and/or chain link fencing as necessary.

F. Protecting in place of existing water ma ins, sewers, storm drains, meters, valve 406

covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.

G. Removing and relocating all sprinkler li nes, heads, valves, etc. interfering with construction of improvements.

H. No excavated or demolished materials s hall be left in the public right of way overnight.

The base elevations shall be confirmed by surv ey elevations per standard specification.

All existing asphalt concrete (AC) pavement to join new construction shall be saw-cut in a straight line. Contractor shall exercise due caution to avoid any damage to the existing improvements to be prot ected in-place. It is the Contra ctor's responsibil ity to perform whatever additional subsurfa ce exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the Contractor shall be repaired or replaced as called out in Section 402-1 and 402-2 of the Standard Specifications at the Contractor's expense.

This work shall consist of cutting existing asphalt concrete to facilitate its removal.

Sawcutting shall be accomplished by the use of a power driv en saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surf ace course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power-driven saw.

Payment for Remove Existing AC Pavement shall be on a Cubic Yard (CY) and considered full compensation for furnishi ng labor, materials, equipment, sawcutting, removals, hauling and disposal of asphalt c oncrete materials excavated or grinded, grade for the base, compaction and no addi tional compensation will be allowed therefore.

Bid Item No. 3 – Construct AC Pavement

The work in this section shall include al l labor, materials, and equipment required to complete all asphalt concrete paving work to following grade:

• C2 (PG 64-10) -depth as indicated on the plans.

This bid item includes the pl acement of asphalt concrete (AC) overlay as specified on plans.

Work shall conform to Sections 203-1 and 203-6 of the Standard Specifications for Public Works Construction., these Specifications and as directed by the Engineer.

The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equ ipment, paving equipment and speed, and finish roller type, and number of passes required, amplitude and period of roller vibration (if used) and truck haul route.
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Pneumatic rollers shall not be used. Placem ent of asphalt concrete shall be installed with a 3 or 5-ton tandem roller. Either vibratory or static will be determined by the City Engineer.

All asphalt concrete work shall be perfo rmed in accordance with Subsection 302-5 "Asphalt Concrete Pavement" and Section 302- 9 the Standard Specifications for Public Works Construction and these Specifications.

Prior to the placement of asphalt concrete, contractor shall clean up milled surface by sweeping or washing before any overlay pave ment takes place. Oth erwise the dirt and dust will decrease the bond betw een the new overlay and the existing pavement. When sweeping, more than one pass is needed to remo ve all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry pr ior to pavement. All debris, dirt, and gravel from the surface should be removed and a tack coat of grade SS-1 H emulsified asphalt conforming to the provisi on in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.

A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concre te shall be placed, compacted to 95% relative density.

The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in confo rmance with California Test 375, in the field designed to measur e the density of pavement of the thickness being constructed. All test sections (and any such areas where cores are taken for calibration) shall have compactions consistent ly in excess of 95% based on the nuclear gauge.

Mix designs submitted for review shall ha ve been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving op eration, Contractor shall cooperate with City Engineer and establish a rolling pattern to obtain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer:

• Tack Coat (Asphalt Emulsion Binder)

Asphalt emulsion binder shall comply with Section 302-5.4, "Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.

When asphalt concrete is placed in contact with existing pavement, the surface shall be completely dry of water, clean of dirt and d ebris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gu tters, and construction joints against which 408

asphalt concrete material is to be placed , to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the City Engineer.

The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engine er. Asphalt emulsion bi nder shall be applied so far in advance of placing the surfac ing as permitted by the City Engineer.

Immediately in advance of placing the overla y, additional asphalt emulsion binder shall be applied as directed by the Engineer to ar eas where the asphalt emulsion binder has been damaged, and loose or extraneous materi al shall be removed, and additional compensation will be not be allowed.

The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid trac king binder material onto existing pavement surfaces beyond the limits of the construction.

A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-16 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302-5 of the SSPWC.

Apply tack coat at a rate not to exceed one-tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and PCC surfac es and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.

Payment for Construct AC Pavement shall be made at the c ontract unit price per ton (TON) and the measurement shall be based on the quantity actually placed accompanied by weight certificates which s hall be furnished by the Contractor to the Engineer at the job site upon delivery of the ma terial. Certificates shall be a legible copy of a licensed weigh master's ce rtificate showing gross tare , and net weight of each truckload of asphalt concrete. Measurement shall conform to Se ction 7-1 of Standard Specifications of Public Works Construction.

The contract unit price paid for "Asphalt Concrete Pavement", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans and as specified in these specifications.

Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contract or to conform to the specifications of the contract, or materials placed outside the line s indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.

Payment for asphalt emulsion binder (Tack C oat) and preparation for overlay shall be 409

included in the contract unit price paid for Asphalt concrete pavement.

Bid Item No. 4 – Construct AC Pavement (Leveling Course)

The work in this section shall include al l labor, materials, and equipment required to complete placement of all AC leveling to following grade:

• C2 (PG 64-10) -depth as indicated on the plans.

This bid item includes the placement of asphalt concrete (AC) leveling course as specified on plans. The subgrade, where exposed, and the base ma terial shall be compacted to a minimum of 95 % relative compaction as shown on the project plans.

Work shall conform to Sections 203-1 and 203-6 of the Standard Specifications for Public Works Construction., these Specifications and as directed by the Engineer.

The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equ ipment, paving equipment and speed, and finish roller type, and number of passes required, amplitude and period of roller vibration (if used) and truck haul route.

Pneumatic rollers shall not be used. Placem ent of asphalt concrete shall be installed with a 3 or 5-ton tandem roller. Either vibratory or static wi ll be determined by the City Engineer.

All asphalt concrete work shall be perfo rmed in accordance with Subsection 302-5 "Asphalt Concrete Pavement" and Section 302- 9 the Standard Specifications for Public Works Construction and these Specifications.

Prior to the placement of asphalt concrete, contractor shall clean up milled surface by sweeping or washing before any overlay pave ment takes place. Oth erwise the dirt and dust will decrease the bond betw een the new overlay and the existing pavement. When sweeping, more than one pass is needed to remo ve all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry pr ior to pavement. All debris, dirt, and gravel from the surface should be removed and a tack coat of grade SS-1 H emulsified asphalt conforming to the provisi on in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.

A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concre te shall be placed, compacted to 95% relative density.

The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in confo rmance with California Test 375, in the field designed to measur e the density of pavement of the thickness 410

being constructed. All test sections (and any such areas where cores are taken for calibration) shall have compactions consistent ly in excess of 95% based on the nuclear gauge.

Mix designs submitted for review shall ha ve been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving op eration, Contractor shall cooperate with City Engineer and establish a rolling pattern to obtain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer:

• Tack Coat (Asphalt Emulsion Binder)

Asphalt emulsion binder shall comply with Section 302-5.4, "Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.

When asphalt concrete leveling course is placed in contact with existing asphalt concrete, the surface shall be completely dr y of water, clean of dirt and debris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and construction joints against which as phalt concrete material is to be placed, to pavement to be surfaced and to other surfac es designated in the specifications or as directed by the City Engineer.

The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engine er. Asphalt emulsion binder shall be applied so far in advance of placing the surfac ing as permitted by the City Engineer.

Immediately in advance of placing the overla y, additional asphalt emulsion binder shall be applied as directed by the Engineer to ar eas where the asphalt emulsion binder has been damaged, and loose or extraneous materi al shall be removed, and additional compensation will be not be allowed.

The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid trac king binder material onto existing pavement surfaces beyond the limits of the construction.

A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-16 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302-5 of the SSPWC.

Apply tack coat at a rate not to exceed one-tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and PCC surfac es and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.

Payment for Construct AC Pavement (Leveling Course) shall be made at the 411

contract unit price per ton (TON) and the measurement sha ll be based on the quantity actually placed accompanied by weight certif icates which shall be furnished by the Contractor to the Engineer at the job site up on delivery of the material. Certificates shall be a legible copy of a licensed weigh master 's certificate showing gross tare, and net weight of each truckload of asphalt concrete. Measurement shall conform to Section 7-1 of Standard Specifications of Public Works Construction.

The contract unit price paid for "Asphalt Concrete Pavement", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans and as specified in these specifications.

Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, in cluding material rejected after it has been placed by reason of the failure of the Contract or to conform to the specifications of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.

Payment for asphalt emulsion binder (Tack C oat) and preparation for overlay shall be included in the contract unit price paid for Asphalt concrete pavement.

Bid Item No. 5 – Construct Reworked Subgrade

This Bid Item include all labor, material and equipment required to include the following items of work:

A. Scarify and recompact the entire exis ting base course to the depth required as shown on the project drawings. All work shall be completed in accordance with the lines and grades, and typical cross-sections show n on the drawings. Any excavation beyond the limits not approved by the Engineer shall be at the Contractor's expense.

B. Maintaining dust control at all times by watering.

C. Reworking and recompacting the subgrade soils to at least 95% percent of the maximum dry density obtained per ASTM D1557.

D. Clean-up of the site.

E. Providing for traffic control and maintenan ce of access to the driveways, security and safety including signs, barri cades, covers, steel plates and/or chain link fencing as necessary.

F. Protecting in place of existing water ma ins, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.
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G. No excavated or demolished materials s hall be left in the public right of way overnight.

H. Place back well-compacted layer of base material.

The base elevations shall be confirmed by su rvey elevations per standard specification.

All existing asphalt concrete (AC) pavement to join new construction shall be saw-cut in a straight line. Contractor shall exercise due caution to avoid any damage to the existing improvements to be prot ected in-place. It is the Contra ctor's responsibil ity to perform whatever additional subsurfa ce exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the Contractor shall be repaired or replaced as called out in Se ction 402-1 of the Standar d Specifications at the Contractor's expense.

Payment for Construct Reworked Subgrade shall be on a Cubic Yard (CY) and considered full compensation for furnishi ng labor, materials, equipment, removals, reworking and recompacting of base material s excavated or grinded, grade for the base, compaction and no additional compensation will be allowed therefore.

Bid Item No. 6 – Cold Mill Existing AC Pavement

This Bid Item shall conform to Subsection 404 of the Standard Specifications and shall include all labor, material and equipment required to include the following items of work:

A. Sawcutting and removal of existing asphalt concrete (AC) pavement by cold milling to the depth required for the placement of new pavement as shown on the project drawings. All work shall be completed in accordance with the lines and grades, and typical cross-sections shown on the dra wings. Any excavation beyond the limits not approved by the Engineer shall be at the Contractor's expense.

B. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor shall make effo rt to recycle the m illed materials. The Contractor shall provide the City Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.

C. Maintaining dust control at all times by watering.

D. Clean-up of the site.

E. Providing for traffic control and maintenan ce of access to the driveways, security and safety including signs, barri cades, covers, steel plates and/or chain link fencing as necessary.

F. Protecting in place of existing water ma ins, sewers, storm drains, meters, valve 413

covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.

G. Removing and relocating all sprinkler li nes, heads, valves, etc. interfering with construction of improvements.

H. No excavated or demolished materials s hall be left in the public right of way overnight.

The base elevations shall be confirmed by su rvey elevations per standard specification.

All existing asphalt concrete (AC) pavement to join new construction shall be saw-cut in a straight line. Contractor shall exercise due caution to avoid any damage to the existing improvements to be prot ected in-place. It is the Contra ctor's responsibil ity to perform whatever additional subsurfa ce exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the Contractor shall be repaired or replaced as called out in Se ction 402-1 of the Standar d Specifications at the Contractor's expense.

This work shall consist of cutting existing asphalt concrete to facilitate its removal.

Sawcutting shall be accomplished by the use of a power-driven saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surf ace course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power-driven saw.

Payment for Cold Mill Existing AC pavement shall be on a Square Yard (SY) and considered full compensation for furnishi ng labor, materials, equipment, sawcutting, removals, hauling and disposal of asphalt c oncrete materials excavated or grinded, grade for the base, compaction and no addi tional compensation will be allowed therefore.

Bid Item No. 7 – Remove and Reconstruct Aggregate Base

Work shall conform to Sections 300-2 and 301-2 of the Standard Specifications for Public Works Construction., these Specifications and as directed by the Engineer.

After the removal of AC pavement, the contra ctor shall examine the thickness of the existing base layer. The thickness measurem ent shall be observed by the inspector. If the thickness of the base layer in a localized area is less than 4 inches, the base layer within the area shall be removed; the s ubgrade shall be excavated to accommodate 4 inches of the compacted base layer, and co mpacted to 90% of th e maximum density of the subgrade materials determined per ASTM D1557. Then, the base layer shall be placed and compacted to 95% of the ma ximum density of the base materials determined per ASTM D1557.

Payment for Remove and Reconstruct Aggregate Base shall be on a Cubic Yard (CY) and considered full compensation for furnishing labor, materials, equipment, sawcutting, removals, hauling and disposal of asphalt concrete materials excavated or 414

grinded, grade for the base, compaction and no additional compensation will be allowed therefore.

Bid Item No. 8 – Remove and Construct Curb Type A1-6

This Bid Item shall include all labor, ma terial and equipment required to sawcut, remove, haul away and properly dispose of ex isting concrete curb and construction of new curb as specified on the drawings. Remo val of concrete curb as shown on the Contract Drawings, shall conform to Subs ection 401-3.2 of the St andard Specifications for Public Works Construction. This item shall also include removal and disposal of unsuitable subgrade soil excavated for placement of gravel base. All limits of work under this item will be approved by the Engine er prior to saw-cutting. The Contractor shall exercise care in removing existing conc rete so as not to da mage adjoining areas which are to remain in place and any damage so caused shall be replaced by the Contractor at his own expense.

Actual limit of concrete removal shall extend to nearest score mark or joint, if within 3' limit of removal. Residual from any saw-cutting shall be removed by vacuum. The downstream drain inlet shall be protected. In no case shall the resi dual be allowed to enter the storm drain system.

All necessary sawcutting of existing concrete curb shall be to the lines as required by the City Engineer and shall be accomplished by the use of a power-driven saw. The depth of the cut shall be deep enough to prov ide a clean, straight break without loosening, cracking, or dam aging adjoining asphalt or conc rete. A clean sawcut edge shall be maintained until new concrete curb and gutter is constructed.

It is Contractor's responsibility to protec t all existing adjacent features such as landscaping, irrigation system, curb and gutter, pullboxes, utility boxes, and etc. in place per section 400-1. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation.

Concrete shall be Type 520-C-2500 as specified in Section 201-1.1.2 and shall conform to the provisions of Secti on 303-5 of the Standard Specif ications for Public Works Construction, Standard Plans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete curb shall be per Standard Plans for Public Works Construction, Standard Plan 120-3 type A1-6.

The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in subgrade shall be compacted to a relative compaction of ninety-five (95) percent in the top six (6) inches of subgrade.

Concrete curb shall be constructed to the line, grades and design shown on the plans or as ordered by the City Engineer. Existing cu rb to be joined shall be sawcut on a neat, straight line at the join location. The C ontractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

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The curing of concrete curb shall conform to the provisions of Section 303-1.10 of the Standard Specifications for Public Works Construction.

Payment for Remove and Construct Curb Type A1-6 shall be paid for at the contract unit price per Linear Foot (LF) and shall be considered full compensation for complying with the above requirements and s hall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, pr operly disposing, prot ection of facilities, grading, sub-grade compaction, restoration and incidental s for placing and curing new concrete complete in place and no additio nal compensation will be allowed. Payment shall conform to the provisions of Subsection 303-5.9 of t he Standard Specifications for Public Works Construction.

Bid Item No. 9 – Remove and Construct Curb Type B1-6

This Bid Item shall include all labor, ma terial and equipment required to sawcut, remove, haul away and properly dispose of existing concrete curb and construction of new curb as specified on the drawings. Remo val of concrete curb as shown on the Contract Drawings, shall conform to Subs ection 401-3.2 of the St andard Specifications for Public Works Construction. This item shall also include removal and disposal of unsuitable subgrade soil excavated for placement of gravel base. All limits of work under this item will be approved by the Engine er prior to saw-cutting. The Contractor shall exercise care in removing existing conc rete so as not to da mage adjoining areas which are to remain in place and any damage so caused shall be replaced by the Contractor at his own expense.

Actual limit of concrete removal shall extend to nearest score mark or joint, if within 3' limit of removal. Residual from any saw-cutting shall be removed by vacuum. The downstream drain inlet shall be protected. In no case shall the resi dual be allowed to enter the storm drain system.

All necessary sawcutting of existing concrete curb shall be to the lines as required by the City Engineer and shall be accomplished by the use of a power-driven saw. The depth of the cut shall be deep enough to prov ide a clean, straight break without loosening, cracking, or dam aging adjoining asphalt or conc rete. A clean sawcut edge shall be maintained until new concrete curb and gutter is constructed.

It is Contractor's responsibility to protec t all existing adjacent features such as landscaping, irrigation system, curb and gutter, pullboxes, utility boxes, and etc. in place per section 400-1. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation.

Concrete shall be Type 520-C-2500 as specified in Section 201-1.1.2 and shall conform to the provisions of Secti on 303-5 of the Standard Specif ications for Public Works Construction, Standard Plans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete curb shall be per Standard Plans for Public Works Construction, Standard Plan 121-3 type B1-6.

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The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in subgrade shall be compacted to a relative compaction of ninety-five (95) percent in the top six (6) inches of subgrade.

Concrete curb shall be constructed to the line, grades and design shown on the plans or as ordered by the City Engineer. Existing cu rb to be joined shall be sawcut on a neat, straight line at the join location. The C ontractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

The curing of concrete curb shall conform to the provisions of Section 303-1.10 of the Standard Specifications for Public Works Construction.

Payment for Remove and Construct Curb Type B1-6 shall be paid for at the contract unit price per Linear Foot (LF) and shall be considered full compensation for complying with the above requirements and s hall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, pr operly disposing, prot ection of facilities, grading, sub-grade compaction, restoration and incidental s for placing and curing new concrete complete in place and no additio nal compensation will be allowed. Payment shall conform to the provisions of Subsection 303-5.9 of t he Standard Specifications for Public Works Construction.

Bid Item No. 10 – Construct Curb Type A1-6

This Bid Item shall include all labor, ma terial and equipment required to sawcut, remove, haul away and properly dispose of existing concrete curb and construction of new curb as specified on the drawings. Re moval of concrete curb as shown on the Contract Drawings, shall conform to Subs ection 401-3.2 of the St andard Specifications for Public Works Construction.

Actual limit of concrete removal shall extend to nearest score mark or joint, if within 3' limit of removal. Residual from any saw-cutting shall be removed by vacuum. The downstream drain inlet shall be protected. In no case shall the resi dual be allowed to enter the storm drain system.

All necessary sawcutting of existing concrete curb shall be to the lines as required by the City Engineer and shall be accomplished by the use of a power-driven saw. The depth of the cut shall be deep enough to prov ide a clean, straight break without loosening, cracking, or dam aging adjoining asphalt or conc rete. A clean sawcut edge shall be maintained until new concrete curb and gutter is constructed.

It is Contractor's responsibility to protec t all existing adjacent features such as landscaping, irrigation system, curb and gutter, pullboxes, utility boxes, and etc. in place per section 400-1. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation.

Concrete shall be Type 520-C-2500 as specified in Section 201-1.1.2 and shall conform to the provisions of Secti on 303-5 of the Standard Specif ications for Public Works 417

Construction, Standard Plans for Public Works Construction and the Street Improvement Plans made part of these Specifications. Concrete curb shall be per Standard Plans for Public Works Construction, Standard Plan 120-3 type A1-6.

The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in subgrade shall be compacted to a relative compaction of ninety-five (95) percent in the top six (6) inches of subgrade.

Concrete curb shall be constructed to the line, grades and design shown on the plans or as ordered by the City Engineer. Existing cu rb to be joined shall be sawcut on a neat, straight line at the join location. The C ontractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

The curing of concrete curb shall conform to the provisions of Section 303-1.10 of the Standard Specifications for Public Works Construction.

Payment for Construct Curb Type A1-6 shall be paid for at t he contract unit price per Linear Foot (LF) and shall be considered full compensation for complying with the above requirements and shall include furnis hing of labor, materials, equipment, sawcutting, removal, excavation, hauling, pr operly disposing, prot ection of facilities, grading, sub-grade compaction, restoration and incidental s for placing and curing new concrete complete in place and no additio nal compensation will be allowed. Payment shall conform to the provisions of Subsection 303-5.9 of t he Standard Specifications for Public Works Construction.

Bid Item No. 11 – Remove Roadside Sign

This Bid Item shall include all labor, material and equipment required to remove the sign panel and transport to the City Yard (l ocated at 11750 Alameda St, Lynwood, CA 90262) existing traffic sign. Refer to the pl ans for the locations of the sign to be removed. The Contractor shall exercise ca re in removing the it em referenced above so as not to damage adjoining areas which are to remain in place and any damage so caused shall be replaced by the Contractor at his own expense.

It is Contractor's responsibility to protect all existing and adjacent improvements such as landscaping, irrigation system, fence/wall/ gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 400-1. A ll damages to these items shall be fixed to the satisfaction of Engineer without any additional compensation.

Payment for Remove Roadside Sign shall be made at the contract unit price per Each (EA) and, shall be considered full compens ation for complying with the above requirements and shall include furnishing of labor, materials, equipment, for performing all the work as described above comple te and no additional compensation will be allowed.

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Bid Item No. 12 – Install Roadside Sign

This Bid Item shall include all labor, material and equipment required to install the roadside sign. Refer to the plans for the locations of the sign to be stalled. Installation of the new sign shall have diamond grade sheet ing and be per the California MUTCD latest edition and shall be standard size unless otherwise indicated.

All signs shall be installed with theft proof mounting hardware.

It is Contractor's responsibility to protect all existing and adjacent improvements such as landscaping, irrigation system, fence/wall/ gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 400-1. A ll damages to these items shall be fixed to the satisfaction of Engineer without any additional compensation.

Signs shall be kept a minimum distance of fi fteen feet (15’) in from of trees, power poles, etc. Signs shall be kept far away from trees so that tree growth will not obstruct the visibility of the traffic sign.

Sign posts shall be installed twenty-four in ches (24”) behind curb face. Sign posts installed within the sidewalk must maintain a minimum of four-feet (4’) horizontal clearance for pedestrians.

All new signs and posts shall be anti-graffiti coated.

Payment for Install Roadside Sign shall be at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to perform all work, involved in, or appurtenant to the installation of traffic signs as indicated, complete in place for the width specified, and as shown on the plans and as required by t he Project Specifications and no additional compensation will be allowed.

Bid Item No. 13 – Remove and Install Sign (Mounted on Gantry)

This Bid Item shall include a ll labor, material and equipment required to remove and install the sign on the existing sign gantry. Refer to the plans for the locations of the sign to be stalled. Installation of the new sign shall have di amond grade sheeting and be per the California MUTCD latest edition and shall be standard size unless otherwise indicated.

It is Contractor's responsibility to protect all existing and adjacent improvements such as landscaping, irrigation system, fence/wall/ gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 400-1. A ll damages to these items shall be fixed to the satisfaction of Engineer without any additional compensation.

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Signs shall be kept a minimum distance of fi fteen feet (15’) in from of trees, power poles, etc. Signs shall be kept far away from trees so that tree growth will not obstruct the visibility of the traffic sign.

All new signs and posts shall be anti-graffiti coated. Contra ctor will submit cut sheet details of specialty signs to the City for review and approval.

Payment for Remove and Install Sign (Mounted on Gantry) shall be at the contract unit price per Each (EA) and shall be considered full com pensation for furnishing all labor, materials, tools, equipment and in cidentals necessary to perform all work, involved in, or appurtenant to the installation of traffic signs as indicated, complete in place for the width specified, and as show n on the plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 14 – Traffic Signing, Striping, Markings and Curb Painting

Before removal of AC surface, the Contractor shall video the surface markings, striping, painted curbs, etc. so as to be able to restore them in kind on the new pavement.

Traffic stripes, pavement markings of ar rows, symbols, numbers and words, shall conform to the California Department of Transportation Standard Specifications: Section 84-2 Traffic Stripes and Pavement Markings, current edition. Markings, as used in these Specifications, include both lines and misce llaneous markings applied to the pavement surfaces, painting of the curbs and the in stallation of raised pavement markers.

Materials and installation for painted and ra ised pavement marking shall conform to Section 84 of Caltrans St andard Specifications, current edition. See City of Lynwood notes regarding painting, City forms for signing and re-striping at all intersections.

Raised pavement markers shall conform to the California Department of Transportation Standard Specifications Section 81-3, current edi tion, and shall be of type as called for on the plans.

Traffic signs shall conform to the Califor nia Department of Tr ansportation Standard Specifications: Section 82-2 Sign Panels, current edition and California MUTCD current edition. The existing signs shall remain protected in place.

The Contractor shall furnish the necessary control points for all striping and markings, and shall be responsible for the completene ss and accuracy thereof to the satisfaction of the City Engineer.

Painted markings and raised pavement marker removal shall conform to Section 84-9 of the Caltrans Standard Specifications, current edition. All striping required to be removed shall be removed by a method approved by the City Engineer. All residue remaining as a part of the removal operations shall be removed from the site.

Layout shall be approved, in writing, by the City Engineer prior to installing.

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Existing paint removal shall conform to Section 15 of the Caltrans Standard Specifications, current editi on. All residues remaining as a part of the removal operations shall be immediately removed from the site.

The Contractor shall provide cat tracking for the centerline and lane lines the same day, following paving operations. Reflectorized "slurry tabs" may be used in lieu of painted cat tracking.

All paint shall be top-quality fast drying, n on-drip street pavement marking paint and shall confirm with Section 210-1 and be applied per Section 310-5 of Standard Specification for Public Works Construction, these Specifications and City Engineer's direction. Glass spheres (beads) complyi ng with the State of California Standard Specification 8010-21 C-22 shall be forcefully applied to the entire area while the paint is still tacky.

Payment for Traffic Signing, Striping, Markings and Curb Painting shall be a Lump Sum (LS) amount and shall be considered full compensation for videography of the existing surface paint, furnishing all labor, materials (including adhesives, glass beads, and paint), tools, equipment and incidentals nece ssary to perform all work, involved in, or appurtenant to the installa tion of pavement striping, raised reflective pavement markers, painting curbs, grinding-off concrete surface, including removal and installation of traffic signs and posts as indicated, complete in place for the width specified, and pavement markings of arrows, symbols, numbers and words , as shown on the plans and as required by the Project Specificat ions and no additional compensation will be allowed.

Bid Item No. 15 – Adjust Existing Sto rm Drain/Sewer/Utility Manhole Frames and Covers to Finished Grade

This Bid Item shall include all labor, equipment and materials to adjust existing sewer/storm drain/utility manhol e/vault frames and covers wit hin the project limits to match finished grade if required. The work shall be performed in accordance with the provisions of Subsection 403-3 of the Standard Specifications for Public Works Construction and per Standard Plans for Public Works Construction.

All existing covers that can be lowered and raised shall be lowered prior to cold milling/removal and adjusted to finished grade by the Contractor or by the Utility Owner for the Contractor. For utility frames and covers under the jurisdiction of Verizon, AT&T, Edison, Los Angeles County Flood Control District, Los Angeles County Sanitation Districts, and County Sewer Maintenance Distric ts, the Contractor shall contact these organizations to arrange for adjustment of thei r respective facilities a minimum of seven (7) working days prior to cold milling/paving operations in accordance with Section 403- 3 of the Standard Specifications.

The adjustment of existing manholes/vaults to finished grade shall be performed after finish paving. The removal or addition of grade rings shall be required to facilitate adjustment. Frame and covers shall be thoroughly cleaned and reset to finished grade 421

by cutting pavement one foot outsi de the limits of the frame and cover. Said cut shall be neat and uniform.

Payment for Adjust Existing Storm Drai n/Sewer/Utility Manhole/Vault Frames and Covers to Finished Grade shall be at the contract unit price per Each (EA) and shall be considered full compensation for labo r and furnishing and placing all forms, materials, construction and expansion jo ints, curing compounds and equipment to complete the construction is considered as included in the price paid, and no additional compensation will be allow ed therefor. Where the m anhole frame and cover is performed by the utility owner, no compensation will be made to Contractor.

Bid Item No. 16 – Adjust Existing Water/ Reclaimed Water Valve Can and Cover to Finished Grade

Adjusting of water valve cans and covers s hall be in accordance wit h Section 403-3 of the Standard Specifications, with applicable modifications for water valve cans and covers. The Contractor is to contact t he water utility and determi ne if the utility wants the Contractor to lower and raise the water valves sleeves and covers or the water utility will do so on its own. In the latter case the Contractor will not be paid for this work.

All existing water utility covers that can be lowered and raised shall be lowered prior to cold milling/removal and adjusted to finis hed grade by the Contra ctor or the Utility Owner. The Contractor shall contact the utilit y or substructure owner organizations to arrange for adjustment of their respective facilities a minimum of seven (7) working days prior to paving operations in accor dance with Section 403-3 of the Standard Specifications.

Adjustment of existing water valve sleeves shall also be performed after finish paving and covers are to be painted should the Utility Owner want the cover to be painted. The Utility Owner will let the City know what color is to be used.

Payment for Adjustment Existing Water/Reclaimed Water Valve Can and Cover to Finished Grade shall be based on Each (EA) Unit Price basis and shall be considered full compensation of all costs associated with their adjustment including labor, materials, equipment, tools, traffic contro l and incidentals for doing all the work involved complete in place.

Bid Item No. 17 – Relocate Traffic Signal Head

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Relocate the existing traffic signal head to the new location as shown on the plans.

Payment for Relocate Traffic Signal Head shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or 422

appurtenant to the relocation of the traffic signal head as shown on the project plans and no additional compensation will be allowed.

Bid Item No. 18 – Remove Existing Controller Cabinet and Foundation

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Remove the existing controller cabinet and its foundation from the current location as shown on the plans and reuse the existing conduits. The Contractor shall remove all BSP equipment and return it to the City Yard located at 11750 Alameda Street, Lynwood, CA 90262. The BSP equipment includes the antenna on the cabinet, the terminal server, and associated power supply.

Payment for Remove Existing Controller Cabinet and Foundation shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the removal of the existing controller cabinet and its foundation, including the salvaging of the BSP equipment, as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 19 – Remove 5-Section Signal Head

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Remove the existing 5-section traffic signal head as shown on the plans.

Payment for Remove 5-Section Signal Head shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the removal of the 5-section signal head as shown on the project plans and no additional compensation will be allowed.

Bid Item No. 20 – Furnish and Install Ne w Type 332 Cabinet with 2070E Controller and Foundation

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, the latest Caltrans Standard Plans, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. The Contractor shall supply the controller cabinet and all auxiliary equipment required to provide a complete functioning controller unless otherwise specified on the plans.

Furnish and install new Type 332 cabinet with anti-graffiti coating and foundation complete per Caltrans Standard Plan ES-3C with 2070E controller, D4 program, 4 ped isolation modules and 12 switch packs. Furnish and install Type 2010 conflict monitor and 2070-7G GPS module and antenna. Install all necessary equipment and appurtenances to provide the intended operation shown on the plans. 423

Payment for Furnish and Install New Type 332 Cabinet with 2070E Controller and Foundation shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the furnishing and installation of the new Type 332 cabinet with anti-graffiti coating with 2070E controller and its foundation as shown on the project plans and as required by the Project Specifications and to provide the intended operation shown on the plans in the signal phase diagram and no additional compensation will be allowed.

Bid Item No. 21 – Furnish and Install Battery Backup System

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Furnish and install Clary battery backup system, or a complete equivalent, in a separate cabinet with anti-graffiti coating mounted to the Type 332 cabinet. Install all necessary equipment and appurtenances to provide the intended operation shown on the plans.

Payment for Furnish and Install Battery Backup System shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the furnishing and installation of the Clary battery backup system, or a complete equivalent, in a separate cabinet with anti-graffiti coating mounted to the Type 332 cabinet as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 22 – Furnish and Install LED 3-Section Left Turn Arrow Signal Head

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Furnish and install three (3) 12’’ LED left turn arrow traffic signal head (RA, YA, GA) on the existing mast/standard as shown on the plans. Signal head indications shall be 12-inch and visors are required.

Payment for Furnish and Install LED 3-Section Left Turn Arrow Signal Head shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the furnishing and installation of the LED 3-section left turn arrow signal head as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 23 – Furnish and Install LED 3-Section Signal Head

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that 424

are not shown on the traffic signal plans. Furnish and install three (3) 12’’ LED traffic signal head on the existing mast/standard as shown on the plans. Signal head indications shall be 12-inch and visors are required.

Payment for Furnish and Install LED 3-Section Signal Head shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the furnishing and installation of the LED 3-section traffic signal head as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 24 – Install Type E Loop

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, the latest Caltrans Standard Plans, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Install Type E loops as shown on the plans. All new loops shall be round (6’ diameter), unless otherwise noted. Loops shall be centered in lane unless otherwise noted. See the Caltrans Standard Plan ES-5B for Circular “Type E” Loops.

Payment for Install Type E Loop shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the installation of Type E loops as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 25 – Install Bicycle Loop

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Install bicycle loops as shown on the plans. All new loops shall be round (6’ diameter), unless otherwise noted. Loops shall be centered in lane unless otherwise noted. See the bicycle/vehicle loop detector installation standard plan in the Special Provisions.

Payment for Install Bicycle Loop shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the installation of bicycle loops as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

Bid Item No. 26– Remove Existing Traffic Sign From Signal Mast Arm

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Remove the existing traffic sign panel from the signal mast arm as shown on the plans.
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Payment for Remove Existing Traffic Sign From Signal Mast Arm shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the removal of the existing traffic sign panel from the signal mast arm as shown on the project plans and no additional compensation will be allowed.

Bid Item No. 27 – Furnish and Install Traffic Sign To Signal Mast Arm

Refer to the Standard Specifications for Public Works Construction, 2021 Edition, the Special Provisions, and any referenced Standard Plans for additional requirements that are not shown on the traffic signal plans. Furnish and install the R73-5(CA) traffic sign, per the California MUTCD latest edition, to the signal mast arm as shown on the plans.

The sign panel shall be standard size unless otherwise indicated.

Payment for Furnish and Install Traffic Sign To Signal Mast Arm shall be made at the contract unit price per Each (EA) and shall be considered full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to perform all work, involved in, or appurtenant to the furn ishing and installati on of the R73-5(CA) traffic sign panel to the signal mast arm as shown on the project plans and as required by the Project Specifications and no additional compensation will be allowed.

BID ITEM NO. 28 – Clearing and Grubbing

Materials to be removed under this bid item shall generally consist of existing pavement, concrete curbs, trees and their tree roots, irrigation equipment, miscellaneous grass and weeds, rubbish, and other objectionable material from the median islands. Utilities, traffic signs, and street improvements which are to remain shall be protected in place by barricades, signs, or other methods as s pecified or approved by the City Engineer.

Equipment, stockpiles, etc. s hall not be permitted within tree branch spread. Limits of clearing shall be all areas within the median islands, except as otherwise shown.

Damage outside these limits caused by Contra ctor's operations shall be corrected at Contractor's expense. Contractor shall remove from the site and satisfactorily dispose of all grass, shrubs, stumps, r oots, brush, debris, weeds, old irrigation equipment, and miscellaneous materials not covered under other sections of specifications, shown on plans or otherwise required to permit construction of the work.

Prior to starting any work under this item , the Contractor sha ll contact the utility companies involved including Southern California Edison with power line extending into the Work, so they are notified of this pr oject and the construction activities to get underway. All fees and costs incurred by Southern California Edison, if their facilities are damaged as a result of Contractor's operations, shall be paid by the contractor.

Root Removal of Existing Trees : Contractor shall excavate soil and roots to a depth as necessary for improvements to be constructed. If excavated material is required to bring subgrade to the required level, the Contractor shall screen excavated material to 426

remove roots, rocks, and other unsuitable mate rials. The Contractor shall replace the soil in its previous location and proceed wit h subgrade preparation. Alternatively, the Contractor may replace excavated materi al with imported Class "A" topsoil at no additional cost.

This Bid Item shall include all labor, materi al and equipment required to cut, remove, haul away and properly dispose of all unsuit able materials for the improvements of median landscaping and irrigati on systems. The Contractor shall exercise care in removing existing irrigation lines and the tr ees to be removed so as not to damage adjoining areas which are to remain in place and any damage so caused shall be replaced by the Contractor at his own expense.

Payment for Clearing and Grubbing shall be paid for at the Contract Lump Sum (LS) price and shall include full co mpensation for furnishing all labor, materials, tools, equipment, trimming, hauling, disposing and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed.

Bid Item Nos. 29 to 53 – Install Landscape and Irrigation System

Landscape Irrigation
General Requirements: Work in this section includes but is not limited to: layout and staking of the irrigation system and all connections and components, trenching, laying of pipes and control wires, installation of valves, backflow prevention devices, backfill, testing, adjustments, and all components of the water service complete and ready for operation.

All local, municipal and state laws, rules and regulations governing any portion of this work shall be made a part of these specifications and their provisions carried out.

However, if specifications or drawings describe materials, workmanship or construction of better quality, or larger size, they shall take precedence over rules and regulations.

Before submitting a bid, each bidder shall carefully examine the irrigation drawings and specifications. Bidder shall visit the site and note all existing conditions and limitations applying to the work and include in the bid a sum sufficient to cover the cost of all items.

The Contractor shall be responsible to cover all pipe openings, valves, etc., before and after setting in place to prevent obstructions in pipe and valves.

Any existing buildings, roads, equipment, pi ping, pipe coverings, electrical systems, sewers, curbs, sidewalks, landscaping, etc., damaged by irrigation installation or leaks during the course of the work shall be replac ed or repaired in a manner satisfactory to the City Engineer and at the Contractor's expense, and before final payment.

Scope of Work: The work included in these spec ifications shall consist of furnishing all labor, tools, survey layout & staking, materi als, appliances, tests, permits, taxes, etc., necessary for the installation of a land scape irrigation system, backflow prevention devices and the removal of all debris legally from the site . The system shall irrigate all 427

areas and shall be left ready for operation to the satisfaction of the City Engineer.

Workmanship and maintenance shall be to the satisfaction of the City Engineer.

Guarantee: The entire irrigatio n system constructed under this Contract shall be guaranteed against all defects in materials and workmanship, including leaks, and shall remain in working order for one (1) year from date of completion accepted by the City Council at no expense to the City. Materials used shall carry a minimum one (1) year manufacturer's guarantee over and above Contractor's guarantee. If during guarantee or maintenance period, settlement occurs a nd adjustments in pipes, valves in planting areas or under paving are necessary to br ing the system to the proper level of the permanent grades, the Contractor shall make all adjustments without cost to the City.

After the system and the maintenance peri ods have been completed, the Contractor shall provide operation manuals, and instruct the City in the operation and maintenance of all components of each system . In the event the Contract or does not respond to the City's request for repair work under this guarantee within a period of 48 hours, the City may make such repairs as deemed necessary at the full expense of the Contractor.

Materials: All materials shall be new and of size and type as called out in the drawings.

All materials of like-kind shall be of one manufacturer.

List of Materials for Approval: Within 10 da ys after award of contract, the Contractor shall submit to the City for appr oval five (5) copies of a co mplete materials list, together with manufacturers' name and m odel numbers covering all material to be furnished under this contract. Contractor shall also fu rnish 5 copies of descr iptive literature or catalog cuts marked with highlighter pen for all items to be used on this project. No work shall be commenced before receipt of approved material list and descriptive material.

List shall cover items listed below and all items indicated on drawings:

Gate valves and boxes
Pipe, pipe compound, and fittings
Plastic pipe & fittings
Plastic pipe primer & solvent
Teflon tape
Control wire & connectors
Valve operating wrenches
Filter assemblies
Automatic controller
Controller Cabinet
Remote Control Valve
Quick Coupler
Sprinkler Bubbler
Flow Sensor

Gate Valves and Boxes: Gate valves shall be line size, brass, m odel as called out on the approved Plans, installed per manufacturer's details and specifications. Valve boxes for gate valves shall be green PVC, size as required to accommodate valve assembly, 428

with lid marking to identify type of valve contained.

Backflow Preventer: Existing- Protect in Place

Pipe and Fittings - Red Brass: Red brass pipe shall be Federal Specification Number WWP-351, medium weight, IPS, with threads to conform to ASA Specification B2.

Galvanized Steel Pipe: Galvanized steel pi pe shall be schedule 40; ASTM (A 120) and steel fittings shall be schedule 40 hot dipped, double banded malleable steel.

Pipe Compound: Pipe compound for galvanized steel pipe shall be pure approved type for metal-to-metal joints. Pipe compound for PVC pipe for threaded connections, including PVC to steel make-up, shall be best grade Teflon tape.

PVC Pipe: All PVC pipe shall be perm anently and continuously marked with manufacturer's name, pipe size (IPS) , ASTM (D-1785-68 for Schedule pipe), manufacturer's lot number and NSF approval. Pipe with dents, wrinkles, die or heat marks is not acceptable. Pipe shall be delivered to the site in 20-foot lengths.

PVC Sleeves: All irrigation sleeves under street paving shall be PVC 1120/1220 normal impact, Schedule 80, solvent weld type PVC pi pe, 4" diameter. All irrigation sleeves within medians under decomposed granite pathways shall be PVC 1120/1220 normal impact, Schedule 40, solvent weld type PVC pipe, 3" diameter.

PVC Main Line and Lateral Line (pressure and non-pressure piping): All lateral lines and mainlines shall be 1120/1220 normal impact, sc hedule 40, solvent weld type PVC pipe, size as indicated on the drawings.

Threaded PVC Nipples: Threaded PVC nipples are to be of Schedule 80, Type 1, 4" minimum length, except where detailed otherwise on drawings.

PVC Fittings: For make-up shall be of same chemical compound as pipe on which it is installed. Use Schedule 40 medium-wall fi ttings for any "all socket" connections. Use Schedule 40 heavy-wall fittings for all fittings with one or more threaded outlets.

Primer and Solvent: Primer for PVC solvent weld connections shall be as recommended by the manufacturer of the PVC pipe, to be c hemically compatible with the pipe, fittings and solvent. Solvent for PVC solvent weld connections shall be as recommended by the manufacturer of the PVC pipe, to be chemical ly compatible with the pipe, fittings and primer.

Remote Control Valves and Valve Boxes: Remote control valves are to be diaphragm type, slow closing, 150 lb., 24 volt electrically operated, epoxy encapsulated waterproof solenoid to be an integral part of the unit, throttling device with cross arm on top, manual operating device to cause valve to open and close without us e of electricity.

Manual operator shall be provi ded by the factory and not fabr icated by the Contractor.

Diaphragms shall be reinforced neoprene. Body and bonnet shall be of construction as 429

called out in the drawings. Valve boxes fo r remote control valves shall be green PVC, size as required to accommodate valve asse mbly, with lid marking to identify valve number as shown on detail on the approved Plans.

Automatic Controller and Enclosure: Automa tic controller shall be manufactured by Rainbird Corporation. M odel number per plan or approved equal. Controller enclosure shall design to fit over controller unit as shown on the detail on the drawings.

Electrical Requirements from Automatic Contro ller (24 volts) to Remote Control Valves:

Shall be U.F. type, U.L. approved, AW G number 14 solid strand copper wire with minimum 4/64" PVC coating, 600 volt, 75 degr ees centigrade. All pilot wires from automatic controller shall be of one color; common wire from same controller shall be white coated and color striped same color as pilot wires used. Each remote control valve shall have different color wires. Use direct burial wire only.

Wire Connectors for Direct Burial Conducto rs (24 volts): Connectors shall be 600 volt, 60 degrees centigrade, AWG- UF type, waterproof, epoxy or PVC compound filled containers, Rainbird #ST-03 U.L. Snap-Tite connectors with Pt-S5 sealer.

Execution: Comply with all governing construction ordinances for all work under this contract. All work shall be assembled to c onform to details and no tes in the drawings, whether or not mentioned in this section of the specifications . Observe installed work of other trades and verify that it is complete to the point where irrigation work may properly commence. Provide at least one qualified per son who shall be present at all times during execution of the work. He shall be familiar with the type of materials being installed and the material manufacturers ' recommended methods of installation and direct all work performed under this section.

Connection to Water Supply (POC): Connect to Class 315 PVC service line stub out downstream of the water meter at locati on shown on the drawings. Minor changes caused by field conditions shall be made at no additional cos t. In the event of discrepancies, immediately notif y the City Engineer. Do not proceed with installation in this area until discrepancies have been resolved.

Verification of Dimensions: Verify all horizont al and vertical site dimensions prior to staking of heads. In the event of discrepancies, immediately notify the City Engineer. Do not proceed with installation in these areas until discrepancies have been resolved.

Trenching: Check all grades so that work may proceed, keepi ng materials at specified depth. Do all excavation for installation of work included in contract. Mechanical trenching machines shall be of approved ty pe to cut trenches with straight sides.

Trenches shall be only wide enough to lay t he pipe and control wires. Perform minor adjustments to avoid existing utilities as di rected without additional cost. "Pulling" of pipe and/or control wires will not be permitted. Obtain City Engineer's approval before jacking, boring, or hydraulic driving. Hydraulic driving will not be permitted under asphalt paving. If cutting or breaking of any paving is necessary, it shall be done and replaced with like material at the expense of the Cont ractor after obtaining approval of the City Engineer.
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Assembly of Pipes: Metal Pipe: Do not bend or spring pipe, make all offsets or changes in direction with fittings. Cut threads wit h sharp, clean dies to conform to ASA Specification 82. Assemble pipes free from dirt and scale, ream and deburr. Make up joints by applying oil base compound to ma le threads only. Remove excessive compound after make-up.

PVC Plastic Pipe: Handle with care when loading, unloading, transporting and storing material to avoid damage. Store pipe and fitti ngs under cover before using. Transport in vehicle with bed of sufficient length to carry pipe flat and fully suppor ted. Store pipe in same manner. Notify City Engineer when eac h pipe and fittings shipment reaches the site for his observation. Rejected materials shall be immediately removed from the site and replaced with new shipment of different batch number.

Wire Connectors for Direct Burial Conducto rs (24 volts): Connectors shall be 600 volt, 60 degrees centigrade, AWG- UF type, waterproof, epoxy or PVC compound filled containers, Rainbird #ST-03 U.L. Snap-Tite connectors with Pt-S5 sealer.

Solvent welding: Use non-synthet ic brush to spread primer and solvent using no larger than pint-sized cans. Clean and refill cans daily. Cut pipe square, ream, chamfer outside end at 10 degrees. Clean and dry pipe and fitting socket. Scrub full length of inside socket and pipe end with primer , prime inside socket again. Immediately apply solvent to pipe end and to socket, then again to pipe end. Bottom pipe in socket and turn 90 degrees. Hold joint together 30 seconds. Wi pe off excess solvent. Allow to set 30 minutes before moving. Centerload pipe with small amount of backfill to prevent arching and whipping under pressure, leaving joints exposed.

Threaded connections - Use Teflon tape on plas tic threaded joints. Screw hand tight and another half turn by wrench. On PVC to metal pipe, work metal connection first.

Laying of Lines: All lines set in place un der paving shall extend 18" minimum beyond such paving and be capped hand tight. No fitti ngs, including couplings, will be permitted under surfaces to be paved except where the length of the line under the paving exceeds 20 feet or where shown on the drawings. Snake PVC plastic pipes side to side in trench bottom keeping 4" horizontal clearanc e between two pipes in same trench. Do not lay pipe in trench containing water or at less than 32 degr ees F. Centerload immediately, leaving joints exposed. Mini mum depth of PVC pressurized irrigation mainline shall be 18" in open soil and 24" under paving, unless otherwise approved in specific situations by the City Engineer. No trench to be covered before City Engineer has inspected completed piping, flushing, and pressure test.

Laying of Control Wires (24 volt): Lay wires in common trench or sleeve with main line wherever possible. Splicing al lowed with 24" expansion loop onl y in electrical junction box with bolt down lid. Common wire and pilot wire to be tagged with 1/4" wide embossed plastic labeling tape indicating cont roller and station number. Bind all control wires in bundles at 1 O' intervals with plastic el ectrical tape; all splices to be waterproof.

No trench to be covered befor e City Engineer has inspecte d wire runs. Remote control 431

wire shall be continuous without splices between controller and valves; any field splices shall be located in separate valve box marked on record drawings.

Flushing of Lines: Main lines shall be flushed before attaching remote control valves or quick coupler valves and with pipe centerloaded. All water being discharged shall be temporarily pumped up and out of trenches. Tr enches shall be kept dry for pressure tests to follow. Install all valves after approval of flushing procedure by City Engineer.

Laterals shall be flushed before sprinkler heads are installed. Cap all risers, apply pressure, remove caps in sequence starting at cap nearest the control valve. Replace caps before removing caps to follow. Cont inue to end of each la teral. Flush until all foreign matter and mud is cleared of the system . Contractor to provide all materials needed for flushing operations.

Pressure Tests: Perform all hydrostatic test s in presence of City Engineer after flushing lines. Maintain 125 PSI without any pressure drop on main lines for minimum 2 hours with all air expelled from line and with all valves in place. A ll leaks shall be corrected in mechanical manner without use of epoxy fillers or other filler compounds. Contractor shall provide all equipment for tests including force pump and pressure gauges.

Backfill: After the work has been installed, flushed, tested, and proven tight in the presence of the City Engineer's Representative, backfill with fine materials. Allow no rocks or other objects larger than one-inch diameter to fall in the first 6" of cover. Backfill in 4" layers and tamp properly to avoid any voids. Flooding of trenches shall be done only with the approval of the Cit y Engineer. However, all sand y soils, as determined by the City Engineer, shall be flooded during the backfill-compaction operation. Compact backfill over lateral lines to equal density of adjoining undisturbed soils, and compact to 90 percent over main lines. All trenches sha ll be left flush to the adjoining undisturbed grades. All backfill under surfaces to be paved for vehicular use shall be compacted to 95%. Any work covered prior to observations by the City Engineer shall be uncovered at the expense of the Contractor to allow for such observations if demanded by the City Engineer. Any surplus soil shall be distributed on site as directed by the City Engineer.

Controller Maintenance Charts: Provide herme tically sealed plastic covered charts in each automatic controller, showing only the systems operated by that controller. Charts to be as large as possible to fit door and meet approval of t he City Engineer before being acceptable for insertion in plastic. C harts to be in contro llers for the final observation by the City Engineer. Two duplicate charts shall be provided to the City.

Lowering of Valve Boxes, Quick Coupler Valves, and Other Equipment: All of the above and any other equipment that may be damaged by maintenance operations shall be set flush to finished grade, or as called out on the drawings, prior to final acceptance.

Contractor shall replace a ll equipment damaged prior to final acceptance of the Construction work, and any equipment damaged by Contractor's operations during the extended maintenance period(s), at no cost to the City.

Adjusting System: Adjust entir e system prior to coverage test, and a minimum of once 432

per month throughout the contractor's maintenance period.

Coverage Test: When installation of the i rrigation system is completed, perform a coverage test in the presenc e of the City Engineer to determine that coverage for planting areas is complete and adequate. Where inadequate coverage occurs due to deviations from plans, or where site conditi on differs and the system has been installed without notifying the City Engineer , the Contractor shall prov ide necessary material and perform work to correct all inadequacies wit hout additional cost. These tests and corrections shall be accomplished before any ground cover is planted.

Site Cleaning: Clean and legally dispose of a ll debris from site. Remove all storage rooms and all other constructions at Contractor's cost, and ma ke site ready for planting work. The cost for removing debris not clear ed as a result of landscape work may be charged to the Contractor.

Observations: Observations will be perform ed by the Landscape Arch itect or City staff at the following times, and at random visi ts when the observer may be on the site.

Contractor shall keep a record of when and by whom these observations were made, and direction given.

Prework conference, to be conducted prior to any irrigation work under contract.

Layout of pressurized main lines.

Layout of landscape drip lines.

Observation of flushing of lines.

Observation of pressure tests.

Observation of coverage performance.

Final observations of the completed installation.

Contractor shall not cover any work prio r to observation by the City Engineer. All observances shall be requested at least 48 hours in advance. All work shall meet the City Engineer's approval, or be rectified at no additional cost to the City. Contractor shall be financially responsible for all members of the team of obser vers for unprepared observation appointments.

Items Furnished: At time of completion of the six (6) month maintenance period as awarded as part of this contract, Contractor shall deliver to the City:

One control valve key, 30" l ong, for every six remote cont rol valves installed. One coupler key with hose bib attached for every six quick coupler valves.

One loose key for every six qui ck coupler valves installed.

Two special wrenches suitable for operating each type of shut-off valve installed.

Two tools for disassembly and assembly, or adjustment, of each type equipment used in this installation requiring such special tools.

Two valve box keys for every 12 locking lid valve boxes used in this installation.

Operating instructions and parts lists, as printed by each manufacturer of each type equipment installed. Refer to "Materia ls" section of the specifications and 433

legend on drawings.

List of equipment with nam es and contact information for local manufacturer representatives.
"As-built" drawings and controller charts.

Acceptance of Installation: All equipment shall be checked and adjusted in depth, layout, location, performance and appearance at completion of installation work. All damaged portions shall be replaced with new materials of like-kind or approved equal.

Maintenance: Maintenance of irrigation system s, including repair and replacement of equipment, adjustments to systems for plant heal th and to prevent nuisance water on paving, modification of controller progr amming, and all other routine irrigation maintenance shall be included in the work described and required under the Contractor's Maintenance Period for a pe riod of six (6) months, and no additional compensation will be made therefore.

Quick-Coupling Valves and Assemblies. Quick-coupling valves shall be brass or bronze with built-in flow control and self-closing va lve and supplied in 3/4 inch (19 mm) size unless otherwise required. When a quick-coupler assembly is specified, it shall consist of the valve, quick-coupler connection and hose swivel.

Sprinkler Equipment Sprinkler heads, bubble r heads and spray nozzles shall be of the types and sizes shown on the Plans. Such equipment shall be brass, bronze and stainless steel except for minor com ponents. Equipment of one type and flow characteristic shall be from the same manufacturer and all equipment shall bear the manufacturer’s name and identification code in a position where they can be identified in the installed position. Fixed head spri nklers shall have a o ne-piece housing with provision for interior parts replacement. Pop- up sprinklers shall rise at least 1 inch (25 mm) during operation. Shrubbery and bubbler heads shall be adjustable from full-flow to shutoff.

Landscape Planting

General Requirements:

Scope - Planting work includes, but not limited to, the following:

Layout and Staking of all la ndscape areas, items, etc. Placing topsoil or site soil Soil preparation and finish grading
Fertilizers and Soil Conditioners
Furnishing, installation, and staking of trees
Furnishing and installation of shrubs, per ennials, succulents, ground covers, and ornamental grasses
Furnishing and installing root barrier
Furnishing and installing edging
Maintenance of planting areas for six (6) mont hs (in calendar days) as part of this contract.
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Verification of Dimensions and Quantities: All scaled di mensions are approximate.

Before proceeding with any work, the Contra ctor shall carefully check and verify all dimensions and quantities and shall immediately inform t he City Engineer of any discrepancies between the drawings and/or the specifications and the actual conditions.

No work shall be done in any area where t here is such discrepancy until approval for same has been given by the City Engineer.

Delivery, Storage, and Handling: All plant materials shall be approved upon delivery by the City Engineer or Landscape Architect; any plants rejected shall be immediately removed from the site and replaced with approved materials at the Contractor's expense. Plants shall be stor ed in an approved, secured area to prevent damage or theft, and shall be hand watered as necessary to keep in a healthy condition until planting. Any plants that show dieback or damage shall be replaced in kind at no expense to the City.

Layout of Landscape Areas, Items, and Staking: Landscape areas, item s, etc. shall be laid out, staked and installed by the Contract or in the locations shown on the drawings.

Contractor shall call for Observation as ou tlined below after layout and staking, and prior to installation. Discr epancies between drawings and si te shall be brought to the attention of the City Engineer prior to work. If spac ing demands additional or less materials, notify City Engineer before commencing work.

Observation: All observations herein specif ied shall be made by the City Engineer or Landscape Architect. Contractor shall reque st observation at least 48 hours in advance of the time observation is required. Observation will be required on the following parts of the work:

During preliminary grading, soil pr eparation, and initial weeding.

When trees are spotted for planting, before planting holes are excavated.

When finish grading has been completed, and prior to planting of shrubs, perennials, and ground covers.

When planting and all other i ndicated or specified work has been completed. Prior to start of maintenance period.

Final observation at completion of maintenance periods.

The contractor shall be on the project site at the time of each observation.

Guarantee: All trees, shrubs, ground covers , and other plant materials shall be guaranteed to take root and grow within 12 months after final acceptance of plantings by the City Council, when such plants have received normal care and maintenance. Any trees or other plant materials that die ba ck and lose the form and size as originally specified shall be replaced even though they may have taken root and are growing after the die-back. Contractor, within 15 days of wr itten notification by City Engineer, shall remove and replace all guaranteed plant material that for any reason fail to meet the requirements of the guarantee. Replacement material and plantings shall be to the same specifications as requi red for the original planting and all replacements shall be 435

guaranteed as specified for the original guaranteed materials at the Contractor's expense. Any trees or other plant materials that are destroyed or severely damaged by vandalism or vehicle accident shall be r eplaced in kind by the Contractor for a pre-negotiated unit price agreed upon by the City and the Contractor.

Materials: Contractor shall, at own expense, submit at leas t three samples of site soil from proposed landscape areas for agricultu ral suitability and fertility analysis and amendment recommendation to an approved soils laboratory. All samples to be taken from the top 6" of site soil after completion of rough grading.

Fertilizers and Soil Conditioners: All material shall be first grade analysis, with quantity or weight attached to each sack or container. Delivery certificates shall be given to the City Engineer as each material is delivered. A list of materials used, together with typical certificates of each material, shall be submitt ed to the City prior to the final acceptance of the job.

Bulk humus shall be nitrogen stabilized ground fi r or pine bark containing 1 % nitrogen (dry weight basis), made by Sequoia Humus Products, Vita Bark, or equal.

Slow-release fertilizer shall be commercial ty pe, derived from organic materials such as decomposed animal, vegetable and mineral matter, or chemically manufactured by an approved fertilizer manufacturer. Material sha ll be relatively dry, friable, and pass a one inch sieve; shall not contai n poultry, animal or human wa ste, pathogenic viruses, fly larvae, insecticides, herbicides, fungicides, or poisonous chemicals that would inhibit plant growth; and shall have the guaranteed chemical analys is as recommended by an approved soil testing laboratory.

Plant Materials: Plant materials indicated shall be furnished to size, quantities, and spacing as indicated or noted for each locati on and shall be of the species, kind, size, etc., as shown and described on the drawings.

Quality: Healthy, shapely, well-rooted, disease and insect free, not root bound. Grown in nurseries inspected by the St ate Department of Ag riculture. Free of abrasions, knots, injuries, or disfigurements. Plants not approved are to be removed from site immediately and replaced with suitable plants of like species and container size.

Miscellaneous Materials: Stakes shall be lodgepole not less than 1 O' in height for 15- gallon and 24" box trees. Contractor shall ut ilize two stakes per tree. Contractor shall provide tree supports as noted on the drawings.

Contractor shall provide decomposed granite in quantity as required to install a 4" thick layer in all median landscape areas. A sample of all decomposed granite material shall be submitted to the City Engineer for approval prior to delivery to the site.

Root Barrier. (Refer to Section 801-3.1.2) Root control barrier shall be 24-inches by

0.080-inches thick high impact polyethylene or polypropylene sheeting with reinforced 436

double top edge, manufactured for root barrier purposes. Sheeting shall have integrally molded root deflector ribbing and integrally molded joiner strip

Aluminum Edging. Edging shall be 6 inch, 14 ga aluminum. Edging stock shall be supplied in lengths of at least 10 feet. Stakes for edging shall be per manufacturer’s recommendation.

Execution:

Grading: Soil shall not be worked when moistu re content is so great that excess compaction will occur nor when it is so dry t hat dust will form in the air or clods will not break readily. Water shall be applied if necessa ry to provide ideal moisture content for filling and planting as herein sp ecified. Preliminary gradi ng shall be done in such a manner as to anticipate finish grading. E xcess soil shall be removed or redistributed before the application of am endments. Where soil is to be replaced by plants and decomposed granite, allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified depth of planted beds. Finish grading shall consist of smoothing out the grade to eliminate depressions or protrusions, and result in a smooth, clean soil surface r eady for landscaping, bringing all ground areas to uniform slopes, meeting grades of curbs, paving, walkways, etc., and drai nage at a 2% slope toward rock dry stream beds/ infiltration sw ales, unless otherwise existing or indicated on the drawings. Maintain existing drainage flow lines and grades where they occur, and make sure drainage remains unobstructed by soil, rocks, or debris throughout and upon completion of installation and during maintenance period. Finish grade is the ground surface grade after all loosening, soil conditioning, fertilizing, and planting has been completed. Ground shall be 2" below curbs in ground cover and shrub areas.

Accurate flow lines shall be set by instrument to catch basins or other points of drainage flow. Modeling of finish grade shall be done as directed by the City Engineer.

Soil Conditioning: For all trees and shrub pl anting, the following prepared soil mix shall be used for bidding purposes for backfill in tree and shrub pits:

Site Soil - 2/3 by volume
Organic Amendment - 1/3 by volume
Slow-release Fertilizer - 1 lb. per cubic yard of mix Iron Sulfate - 2 lbs. per cubic yard of mix

Contractor shall thoroughly bl end and mix prior to placement, not mix in plant pit. This mix is for bidding purposes and shall be superseded by recommendations of soil analysis report. The cost of soil analysis report shall be borne by the Contractor.

Weed Control: All areas designated for pl anting shall receive the following weed eradication procedures after final grading and acceptance, and subsurface drip irrigation installation, but prior to planting:

1. Manually remove and dispose of all existing weeds off-site.

2. Fertilize all planting areas with a 35-0-0 commercial fertilizer at the rate of 20 lbs. per acre and begin the watering process.

3. Water all planting areas thoroughly and c ontinuously for a period of three weeks. 437

The Contractor shall provide a specif ic watering duration and frequency program designed to germinate all residue weed seeds.

4. Discontinue the watering process fo r two days and then apply a systemic weed killer at a maximum label rate. Protect existing trees from spray; do not apply weed killer if raining or rain is predicted. No irrigation water shall be applied for a minimum of four days following application of the contact weed killer.

Planting of Shrubs and Trees: All materials s hall be set so when settl ed the top of root crown shall be 1" above the surrounding finish grade. The City Engi neer or Landscape Architect shall approve all materials as to quality and placement before holes are dug.

Contractor shall dig pits minimum 2-1/2 times the size of t he plant container and backfill native site soil (unamended) to the bottom of the plant root ball, and prepared soil specified in this section around the root ball. Install stakes on all trees per the planting details on the plans. If soil settles away from plant root ball after planting, Contractor shall fill topsoil around same to bring to proper level with fi nish grades. After all trees have been planted, Contractor shall build good-sized basins around each tree and install a landscape mulch of shredded bark. U pon completion of all planting operations, soil between plants shall be lightly cultivated and neatly raked. An average 4" thick layer of decomposed granite shall be uniformly spread over all landscape areas after completion of planting.

Watering: Apply water to all planted areas and plants during operat ions and thereafter until acceptance of work. Plants that cannot be watered efficiently with the existing irrigation system shall be watered by means of a hose, until pr oblem is corrected.

Immediately after planting, apply water to eac h tree and plant by means of a hose, in a moderate stream in the plant ing hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. Apply water in sufficient quantities, and as often as seasonal conditions require to keep the ground and plantings moist. Protect landscape areas against dam age, including erosion and trespass and provide proper safeguards as may be needed. Replant damaged areas promptly.

Special care shall be taken to prevent eros ion from surface drai nage from other areas.

Any damages from same shall be the Contractor's responsibility.

Root Barrier Installation. Inst all root barrier in all tree well s to form a continuous barrier at the perimeter and where sh own on drawings. Install and join sections in strict accordance with manufacturer's printed instructions.

Clean-Up: Just prior to clean-up, additional decomposed granite shall be added as necessary to achieve the thickness specified on the drawings. Upon completion of all planting operations, the project site shall be cleaned of all debris, superfluous materials, and equipment. All such materials and equipment shall be entirely removed from the project site. Curbs and pavement shall be swept or washed clean upon completion of the work of this section. During the entire contract period, plant containers that have been cut or removed from plant materials shall be removed from the project site.

Payment for Median Landscape and Irrigation Improvements shall be paid for at the Contract Lump Sum (LS) pr ice and shall include full com pensation for furnishing all 438

labor, materials, tools, equi pment, trimming, hauling, dis posing and incidentals and for doing all the work involved complete in place, and no additional compensation will be allowed therefore.

Bid Item Nos. 54 to 57 - Install Inert Materials-Stabilized Decomposed Granite Pavement, Stamped Concrete, and Landscape Boulder

Specification for Stabilized
Decomposed Granite Pavement

1. General. Decomposed Granite Pavement as i ndicated herein this section shall consist of a thoroughly pre-blended mixt ure (before placement) of Decomposed Granite Materials (fines) and Binder ("stab ilizer''), that is, when reacted with water and compacted in place, creates a St abilized Decomposed Granite Pavement surface.

A. Material Data. Submit all available product data and manufacturing sources for each type of material and product listed herein this Article to the Engineer. All product data shall also include source, Manufacturer's and Distributor's name, address, and telephone numbers. Submit the following:

1. Decomposed Granite Material.

2. Stabilizer Binder.

3. Soil Sterilizer

4. PCC Header (applicable only to Circulation Element trails) B. Samples. Submit three (3) physical samples of each surfacing material and/or system herein to the Engi neer. Submit samples of Decomposed Granite Material for approval to ensure color will be compatible with the Project. Each sample shall be clearly labeled in reseal able 1-gallo n bags, and in a sufficiently large quantity (one (1) pound minimum per bag) that clearly illustrates the functional characteristics and full range of co lor and texture of the material.

C. Sieve Analysis. Submit sieve analysis of each type of Decomposed Granite material to ensure it meets the proper grading r equirements. Sieve analysis and coloring of the Decompos ed Granite Material shall be approved, in writing, by the Engineer/Park Planner, before any material is delivered to the Project Site.

D. Material test Reports. Submit certified copies of the field tests performed (testing the compr ehensive strengths) of the Decomposed Granite Material.

E. Quality Assurance and Control. Installer-provide evidence to indicate successful experience in providing decomposed granite or crushed 3/8" or 439

1/4" minus aggregate paving contai ning Stabilizer binder additive.

F. Source Limitations. Obtain each type of Decomposed Granite Material from the same manufacturer's Plant.

G. Single-Source Limitations. Obtain each color, type, and/or variety of the Decomposed Granite Material from a single source with resources to provide products and materials of consistent quality in appearance and physical properties without delaying the Work.

H. Field Constructed Mock-Ups. Accepted Mock-Ups are a prerequisite to commencing Work under this section. Prio r to the installation of any Work as Indicated herein this section, the Contra ctor shall erect Field-Constructed Mock-Ups for each type of Decomposed Granite Pave ment to verify selections made under the Submittals Article and the to demons trate Stabilized DG Pavement aesthetic effects as well as qualities of materials and execution.

Build Field Constructed Mo ck-Ups to comply with the following requirements, using materials and some base construction including special features for surface finish, compaction within lifts, color(s), and contiguous work, as indicated for the final unit of work.

Locate Field-Constructed Mock-Ups in a location and of the size indicated or, if not indicated, as directed by the Engineer.

Notify the Engineer, in writing, at leas t on (1) week in ad vance of the dates and times when Field-Constructed Mock-Ups will be erected.

Demonstrate quality and range of aesthetic effects and workmanship in the Field Constructed Mock-Ups that will be produced in the final unit of Work. Obtain the Engineer's acceptance of the Field-Constructed Mock-Ups, in writing, before the start of Work.

Each Field-Constructed Mock-Up in this section shall me asure six (6') feet wide and eight (8') feet long, an d at the equal thickness of the Decomposed Granite Pavement as indicated in the Contract Drawings and as provided herein, to compare the aesthetics of material colors, textures, and finishes.

Mobility Element Trails - Include an 8" depth, x 6" wide Cast-in-Place Concrete Header as part of the Mock-Up when constr uction of trails is part of roadway improvements.

Retain and maintain all Field-Constructed Mock-Ups during construction in an undisturbed condition. The Accepted Fiel d-Constructed Mock-Ups shall be the standard for judging the completed work under this section. 440

When the Engineer determi nes that a Field-Constructed Mock-Up does not meet requirements, retain it fo r reference and create anot her Field-Constructed Mock- Up until the Field-Constructed Mock-Up is accepted by the Engineer.

When directed by the Engin eer, the Contractor shall dem olish and remove Field- Constructed Mock-Up samples from the Project Site.

I. Substitutions. Any pavement to be consider ed equal to the Decomposed Granite Pavement indicated herein this section shall be reviewed by the Engineer. Decomposed Granite Pavem ent with equal use characteristics produced by other Manufactures and/or Distributors may be considered, providing deviations in dimensional size, color, composition, operation, and/or other characteristics do not change the de sign concept, aesthetic appearance, or intended performance, as solely judged by the Engineer. The burden of proof on product equality is on the Contractor.

Obtain approval for all pavement options and/or substitutions, in writing, by the Engineer, prior to the Bid Date. No substitutions of Products indicated herein this section shall be allowed after the Bid Date.

2. Products

A. Decomposed Granite Material. Clean, hard, durable part icles or fragments of minus select crushed granite, river rock, or basalt. Material fines shall be evenly mixed throughout the aggregate. When produced from gravel, fifty percent (50%) by weight of the material retained on a No.4 sieve shall have (1) fractured surface.

The portion retained on the No. 4 siev e shall have a maximum percentage of wear of 50 at 500 revolutions as de termined by AASHTO T9 6-77. The portion passing a No. 4 sieve shall have a maxi mum liquid limit of 25 and a maximum plasticity index of 7 as determin ed by AASHTO T89-81 and AASHTO 90-81 respectively.

The Decomposed Granite Material shall be free from clay lumps, or any other deleterious material.

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Grading Requirements:

Percentage of Weight Passing a Square Mesh
Sieve AASHTO T11-82 and T27-82

Sieve Size Percentage Sieve Size Percent
Passing Passing
3/8" 100% No. 30 40-50%
No.4 95-100% No. 50 25-35%
No.8 75-80% No. 100 20-25%
No. 16 55-65% No. 200 5-15%

B. Stabilizer Binder: A non-toxic, colorless, odorless, non-staining, concentrated organic powder that binds decomposed granite or crushed 3/8" or minus aggregate together, creating a na tural-appearing, firm surface.  Material: "Versilock", Stabilizer Solutions, Inc., 205 South 2 8t h St. Phoenix, AZ85034, (800) -336-2468, or approved equal.  S u p p l i e r : Southwest Boulder and Stone, 2418 Cypress Way, Fullerton, CA 92831, 714.882.1 010 or approved equal.
 Application Rate: Per Manufactu rer's written recommendations.

Minimum application rate of 13 lbs./ton.

C. Soil Sterilant. Apply selective pre-emergence herbicide in accordance with the City of Lynwood’s latest edition of the Integrative Pest Management Plan.

3. Execution

A. Blending Stabilizer - Blend 12-151bs of Stabilizer per ton of decomposed granite or crushed 3/8" or ¼" minus aggregate screenings. It is critical that Stabilizer be thoroughly and uniformly mixed thr oughout decomposed granite or crushed aggregate screenings. Blending shall be performed at the batch plant that will supply both the aggregate and the stabilizer.

B. Placement of Decomposed Granite Screenings or crushed 3 / 8 ” or ¼” minus aggregate screenings: Place aggregate in lifts and depths shown on standard drawings. Upon thorough moisture penetration, compact aggregate screenings to 95% relative compaction wit h a double drum roller (2-4 tons) or single drum roller (1000 lbs.) or vibratory plate tamp. Do not begin compaction for 6 hours after placement and moisture penetration. However, compaction must be completed within 48 hours of placement and moisture penetration.

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C. Repairs and Protection - Remove and replace stabilized decomposed granite crushed 3/8" or ¼" minus aggregat e paving that is damaged, defective or does not meet requirements of this section. Repairs can be made by the following steps:

1. Rototill damaged area to the dept h of the stabilized aggregate and square upside walls.

2. If area is dry, moisten damaged portion lightly.

3. Pre-blend the dry requir ed amount of stabilize r powder with the proper amount of aggregate in a concrete mixer. (12 lbs. per ton)

4. Add water to the pre-blended aggregate and stabilizer. Thoroughly moisten mix to 25 to 35 gallons pe r ton of pre-blended material to approximately 10% moisture content.

5. Apply moistened pre-blended aggregate to rutted or excavated area to finish grade.

6. Compact with a vibrating plate compac tor or 1000 lb. drum roller. Keep traffic off areas for 12 to 48 hours after repair has been completed.

D. Maintenance - Remove debris, such as grass clippings, leaves or other materials by mechanically blowing or hand raking the surface as needed.

During the first year a minor amount of loose aggregate will a ppear on the surface (1/16" to
¼"). If this material exceeds a ¼" depth, redistribute the material over the entire surface. Water thoroughly to the depth of 1". Compact with power roller of no less than 1000 lbs.

SECTION 300 - EARTHWORK
303-6 STAMPED CONCRETE.

303-6.1 General. Stamped concrete shall be imprinted with special tools to provide the pattern specified. Colored stamped concrete shall also conform to 303-7.

The Contractor shall construct a sample for each pattern included in the Work. The sample shall be a minimum of 10 square feet (1 m2) which shall be subject to inspection and approval by the Engineer.

All other areas to be installed shall match the texture of the approved area.

All coloring and curing compounds used in the Work shall be from the same manufacturer.

303-6.2 Concrete Placement. Placing of concrete shall conform to 302-6 and 303-5.

The
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minimum slab thickness shall be 4 inches (100 mm). The maximum size aggregate in the top 2 inches (50 mm) shall be 3/8 inch (9.5 mm).

303-6.3 Pattern. The pattern of stamped concrete shall be implanted, indented, imprinted, or stamped into the surface by means of forms, molds, or other approved devices. The impressions shall be approximately 3/8 inch (9.5 mm) in width, not to exceed 1/2 inch (12.5 mm) in depth and be ungrouted unless otherwise specified.

Expansion joints and control joints shall be located so as not to disrupt the pattern.

Joints shall conform to 303-5.4.

303-6.4 Curing. Curing shall conform to 303-1.10. Curing compound used in the Work shall be of a single type and manufacturer.

303-7 COLORED CONCRETE.
303-7.1 General. Colored concrete shall be produced by Method A or B as specified below. The
Contractor shall provide a sample in the Work for each color specified of a size satisfactory to the Engineer. The sample shall be inspected and approved by the Engineer before proceeding with the Work.

303-7.2 Method A (Dry Shake). Color hardener shall be applied evenly to the plastic surface by a dry shake method using approved manufacturer’s printed instructions, otherwise, it shall be applied in two applications, wood floated after each, and troweled only after the final floating.

303-7.3 Method B (Integral Color).
a) Color Conditioning Admixture. Color conditioning admixture shall be added to the concrete in accordance with approved manufacturer’s printed instructions. No calcium chloride shall be added to the concrete. Other non-chloride admixtures may be added subject to approval of the Engineer.
b) Pure Mineral Pigments. Pure mineral pigments shall be added to the concrete in accordance with approved manufacturer’s printed instructions. Other admixtures specified or approved by the Engineer shall be added to the concrete in accordance with 201-1.2.4, except that no calcium chloride, or other admixture containing chloride ions shall be used.

303-7.4 Curing. Colored concrete shall be cured with a liquid curing compound in matching color and complying with the requirements of ASTM C309. The curing compound shall be applied in accordance with approved manufacturer’s printed instructions. Curing with clear, white-pigmented or fugitive-dye curing compounds, or with plastic or other waterproof membranes will not be allowed.

When approved by the Engineer, colored concrete may be cured by a continuous indirect fine spray of water for a minimum of 10 Days.

303-5.9 Measurement and Payment. Payment for concrete walks with stamped and colored concrete will be made as shown in the Bid.

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SECTION 200 – ROCK MATERIALS

LANDSCAPE BOULDER

Section 200 of the Standard Specifications is hereby revised for this project as follows:

Section 200-1 Description shall include the following:

This work consists of furnishing and placing boulders in accordance with these specifications and in conformity with the details shown on the plans, or as directed.

Section 200-1 materials shall include the following:

Landscape Boulder (Special) shall be three-foot to four-foot nominal size boulders, angular in shape, and having a specific gravity of at least 2.2, that is developed on the project site during blasting operations.

Contractor shall locate suitable boulders and obtain the Engineer’s approval of the selected boulders prior to transport. The Contractor shall deliver the boulders to a stockpile area designated by Southwest Boulder and Stone.

Section 200-1 shall include the following:

The pay item “Landscape Boulder (Special)” will be measured by the number delivered to and stockpiled at the site approved by the city representative.

Section 200-1 shall include the following:

Pay Item Pay Unit

Landscape Boulder (Special) Each

The pay item Landscape Boulder (Special) will include locating suitable boulders, obtaining Engineer approval, moving boulders to the approved stockpile area and unloading at the approved stockpile area.

Bid Item No. 58 – Mobilization

Mobilization shall conform to the provisions of Secti ons 7-3.4 of the Standard Specifications.

Mobilization and demobilization shall consis t of preparatory work and operations including, but not limited to , those necessary for the movement of personnel, equipment, materials, and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing pr ior to beginning work on the various contract items on the project site. Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, 445

supervisory time on the job by the Contractor ’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non- working days during the construction period. The Contractor is responsible for securing an adequate storage site for equi pment and materials. Demobilization includes removal of all equipment and materials fr om the site, clean up and restorat ion of the work site at the end of project.

No additional amounts shall be paid for eros ion control, Best Management Practices (BMP), erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.

Best Management Practices (BMP) shall be defined as any program, technology, process, citing criteria, operating method, measure, or devic e, which controls, prevents, removes, or reduce pollution.

The Contractor shall have a minimum of two readily accessible copies of each publication on the Contract site at all times plus any copies of applicable environmental mitigation plans.

Additional BMPs may be required as a result of a change in actual field conditions, Contractor activities, or construction oper ation. When more than one BMP is listed under each specific BMP categor y, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective.

BMPs for Contractor activities shall be continuously implemented throughout the year and project time period. BMPs for eros ion control and sedimentation shall be implemented during the period fr om October 15 to April 15, and whenever the National Weather Service predicts ra in within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the comm encement of any Contractor activity or construction operation, which may produce run-off, and whenever run-off from other sources may occur.

The Agency (City), as a permittee thereto, is subject to enforcement actions by the State Water Resources Contro l Board, Environmental Prot ection Agency, and private citizens. The Agency will pass through to the Contractor any penalty assessed by these entities for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwis e in noncompliance with these provisions.

In addition, the Agency will deduct , from the final payment due the Contractor, the total amount of any fines levied on the Agency, plus legal and staff costs, as a result of the Contractor’s lack of compliance with thes e provisions and/or less than complete implementation of the specified BMPs.

Payment for Mobilization shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for obtaini ng all business licenses and permits, as required for the entire project, from all rela ted agencies, including, but not limited to, utility companies, private and public agencie s and the City of Lynwood; and complying with the requirements specified in those licens es and permits; coordina tion, field office 446

facility, implementation of Best Management Practices, and incidentals necessary to perform all related items of wo rk. Progress payments for this bid item shall be paid for in accordance with the completion percentage of the project to the Contractor and shall include the cost of such mobilization administration during the entire contract period and demobilization. No additional compensation will be allowed therefor.

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CITY OF LYNWOOD

PUBLIC WORKS DEPARTMENT

________________ _________________

PART 4 - APPENDICES

IMPERIAL HIGHWAY CORRIDOR CAPACITY ENHANCEMENTS FROM

STATE STREET TO WRIGHT ROAD

CITY OF LYNWOOD PROJ ECT NO. 4011.68.106.62015

4.1 Appendix A – Depa rtment of Industrial Relations (DIR) Contractor Registration Number Form

4.2 Appendix B – Standard Plans

4.3 Appendix C – Contract Change Order (CCO) Form

4.4 Appendix D – Substi tution Request Form

4.5 Appendix E – Labor Code Sections 1771, 1775, 1776, 1777.5, 1813 and 1815

4.6 Appendix F – Engineering and / or Architectural Plans (Contract Drawings)

* * * *

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APPENDIX A

Department of Industrial Relations (DIR)
Contractor Registration Number Form
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Department of Industrial Relations (DIR)
Contractor Registration Number

Beginning July 1, 2014, contractors must r egister with the Departm ent of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website: http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Per this requirement, provide the following information:

______________________________________________________________________ Contractor Name

Contractor Department of Industrial Relations Registration Number:

______________________________________________________________________ Expiration Date of Registration Number

*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

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APPENDIX B

STANDARD PLANS
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LIST OF STANDARD PLANS

Plan No. Description

CALTRANS:

RSP A20A Striping Details 9 & 22
A20B Striping Detail 29
RSP A20D Striping Details 38 & 40
A24A Thermoplastic Pavement Marking Arrow
A24F Thermoplastic Continental Crosswalk
RSP A24G Thermoplastic Limit Line
ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details) ES-4A Electrical Systems (S ignal Heads and Mountings)
ES-4B Electrical Systems (P edestrian Signal Heads)
ES-4E Electrical Systems (Signal Head s and Optical Detector Mountings) ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)
ES-7A Electrical Systems (Sig nal and Lighting Standard) ES-7F Electrical Systems (Sig nal and Lighting Standard)

Standard Plans for Public Works Construction:

SPPWC 120-3 Curb Type A1-6
SPPWC 121-3 Curb Type B1-6
SPPWC 140-3 Median Taper
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/0/1/2/3/4/5/i255/2/7/i255/8/9/10/11/1/i255/7/12/i255/13/7/5/2/1/5/2/14 463
/0/1/2/3/4/5/i255/2/7/i255/8/9/10/11/1/i255/7/12/i255/13/7/5/2/1/5/2/14 464
/0/1/2/3/4/5/i255/2/7/i255/8/9/10/11/1/i255/7/12/i255/13/7/5/2/1/5/2/14 465
For individual use only by [email protected] as per copyright law. Order ID: bni11069 466
For individual use only by [email protected] as per copyright law. Order ID: bni11069 467
For individual use only by [email protected] as per copyright law. Order ID: bni11069 468

APPENDIX C

CONTRACT CHANGE ORDER (CCO) FORM

469

APPENDIX C

CONTRACT CHANGE ORDER (CCO) FORM

CITY OF LYNWOOD

DEPARTMENT OF PUBLIC WORKS

Date: _____________________________ CCO No. _______ Project No.

Project Title: ___________________

Plan Reference: ________________________________
Item Reference:______________________________

Contractor:
_________________________________________________________________________________

Show as separate numbered paragraphs: (1) Reason for Change; (2) Description of Change; (3) Location of change (Stations, etc.); (4) Change in Contract Cost; (5) Extension of Contract, if warranted; (6) New Contract Total Including All Change Orders.

470

APPENDIX D

SUBSTITUTION REQUEST FORM

471

APPENDIX D

SUBSTITUTION REQUEST FORM

TO:
_____________________________________________________________________________________________

PROJECT: LYNWOOD URBAN BIKE TRAIL
PROJECT NO:

OWNER: CITY OF LYNWOOD

SPECIFIED ITEM:
__________________ ____ _________ _____________________________________________________ Section Page Paragraph Description

The undersigned requests consideration of the following:

PROPOSED SUBSTITUTION: ______________________________________________________________

Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request. Applicable portions of the data are clearly identified.

The undersigned states that the following paragraphs, unless modified on attachments, are correct:

1. The proposed substitution does not affect dimensions shown on Drawings and will not require a change in any of the Contract Documents.

2. The undersigned will pay for changes to the design, including engineering design, detailing, and construction costs caused by the requested substitution which is estimated to be $______________________________________________.

3. The proposed substitution will have no adverse effect on other contractors, the construction schedule (specifically the date of substantial completion), or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

5. The incorporation or use of the substitute in connection with the work is not subject to payment of any license fee or royalty.

The undersigned further states that the function, appearance, and quality of the Proposed Substitution are equivalent or superior to the Specified Item.

Submitted by Contractor: Reviewed by Engineer:

SIGNATURE: ____________________________________ □ ACCEPTED

FIRM: __________________________________________ □ ACCEPTED AS NOTED

_______________________________________________ □ NOT ACCEPTED

DATE: _________________________________________ □ RECEIVED TOO LATE

TELEPHONE: ______________________________ BY: ___________________________________________

TITLE: ________________________________________

DATE: ________________________________________

ATTACHMENTS: ___________________________ REMARKS: ___________________________________ 472

APPENDIX E

Labor Code Sections 1771, 1775, 1775.5, 1813 and 1815
473

APPENDIX E

Labor Code Section 1771
Requirement of prevailing local rate for work under contract

Except for public works projects of one thousand dollars ($1,000) or less, not less than the general prevailing rate of per diem wages for work of a similar character in the locality in which the public work is performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work fixed as provided in this chapter, shall be paid to all workers employed on public works.

This section is applicable only to work performed under contract, and is not applicable to work carried out by a public agency with its own forces. This section is applicable to contracts let for maintenance work.

Labor Code Section 1775
Forfeiture for paying less than prevailing wage rates; Amount of penalty; Payments to workers; Liability of prime contractor; Notification of complaint

(a)

(1) The contractor and any subcontractor under the contractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rates as determined by the director for the work or craft in which the worker is employed for any public work done under the contract by the contractor or, except as provided in subdivision (b), by any subcontractor under the contractor.

(2)

(A) The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following:

(i) Whether the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.

(ii) Whether the contractor or subcontractor has a prior record of failing to meet its prevailing wage obligations.

(B)

(i) The penalty may not be less than ten dollars ($10) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the contractor or subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the contractor or subcontractor.

(ii) The penalty may not be less than twenty dollars ($20) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the contractor or subcontractor has been assessed penalties within the previous three years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.

(iii) The penalty may not be less than thirty dollars ($30) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1.

474

(C) When the amount due under this section is collected from the contractor or subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 against that contractor or subcontractor shall be satisfied before applying that amount to the penalty imposed on that contractor or subcontractor pursuant to this section.

(D) The determination of the Labor Commissioner as to the amount of the penalty shall be reviewable only for abuse of discretion.

(E) 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 shall be paid to each worker by the contractor or subcontractor, and the body awarding the contract shall cause to be inserted in the contract a stipulation that this section will be complied with.

(b) If a worker employed by a subcontractor on a public works project is not paid the general prevailing rate of per diem wages by the subcontractor, the prime contractor of the project is not liable for any penalties under subdivision (a) unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

(1) The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815.

(2) The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

(3) Upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

(4) Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to his or her employees on the public works project and any amounts due pursuant to Section 1813.

(c) The Division of Labor Standards Enforcement shall notify the contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages

Labor Code Section 1777.5
Employment of apprentices on public works

(a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works.

(b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered.

(c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each 475

apprentice shall be in accordance with either of the following:

(1) The apprenticeship standards and apprentice agreements under which he or she is training.

(2) The rules and regulations of the California Apprenticeship Council.

(d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o).

(e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months.

(f) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities.

(g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work.

(h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification.

(i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of 476

apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision (g).

(j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade.

(k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met:

(1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent.

(2) The number of apprentices in training in the area exceeds a ratio of 1 to 5.

(3) There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis.

(4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

(l) When an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors shall not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards.

(m)

(1) A contractor to whom a contract is awarded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract.

(2) At the conclusion of the 2002-03 fiscal year and each fiscal year thereafter, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows:

(A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made.

(B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program.

(C) All training contributions not distributed under subparagraphs (A) and (B) shall be used to defray the 477

future expenses of the Division of Apprenticeship Standards.

(3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the Division of Apprenticeship Standards.

(n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor.

(o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000).

(p) All decisions of an apprenticeship program under this section are subject to Section 3081.

Labor Code Section 1776

Payroll record of wages paid; Inspection; Forms; Effect of noncompliance; Penalties

(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:

(1) The information contained in the payroll record is true and correct.

(2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

(b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:

(1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request.

(2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.

(3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal office of the contractor.

(c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. The payroll records may consist of printouts of payroll data that are maintained as computer records, if the printouts contain the same information as the forms provided by the division and the printouts are verified in the 478

manner specified in subdivision (a).

(d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request.

(e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (29 U.S.C. Sec. 175a) shall be marked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fees and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter.

(f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

(g) The contractor or subcontractor has 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section.

(h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section.

(i) The director shall adopt rules consistent with the California Public Records Act (Chapter 3.5 (commencing with Section 6250) of Division 7 of Title 1 of the Government Code) and the Information Practices Act of 1977 (Title 1.8 (commencing with Section 1798) of Part 4 of Division 3 of the Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section.

Labor Code Section 1813
Penalty when workman required to work excess hours; Stipulation in contract; Cognizance and report of violations

The contractor or subcontractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the 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 this article. In awarding any contract for public work, the awarding body shall cause to be inserted in the contract a stipulation to this effect. The awarding body shall take cognizance of all violations of this article committed in the course of the execution of the contract, and shall report them to the Division of Labor Standards Enforcement.

479

Labor Code Section 1815
Work performed in excess of specified hour limitations; Compensation

Notwithstanding the provisions of Sections 1810 to 1814, inclusive, of this code, and notwithstanding any stipulation inserted in any contract pursuant to the requirements of said sections, work performed by employees of contractors in excess of 8 hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 11/2 times the basic rate of pay.

480

APPENDIX F

PLANS (CONTRACT DRAWINGS)

Under Separate Cover

Project Title: IMPERIAL HIGHW AY CORRIDOR CAPACITY ENHANCEMENTS FROM STATE STREET TO WRIGHT ROAD .

Project Number: 4011.68.106.62015 .

481

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

TITLE SHEET
PLAN CHECK DATES:PROJECT LOCATION:CITY OF LYNW OOD PUBLIC W ORKS

TITLE SHEET

CITY OF LYNW OODFROM STATE STREET TO W RIGHT ROAD

CAPACITY ENHANCEM ENTS

IM PERIAL HIGHW AY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:

NO SCALEDESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DATE ADJ. QUAD.

ELEV.NO.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM F
IN
IS
H
D
A
T
E
:

P
LA
N
C
H
E
C
K
E
R
:

P
LA
N
C
H
E
C
K
N
O
.:

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
R
D
B
U
LLIS

IMPERIAL HIGHWAY
A
T
LA
N
T
IC W
R
IG
H
T
R
D
A
V
E

LYNWOOD

CITY OF
SHEET 12 SHEET 13
SHEET 14
GATE
SOUTH

CITY OF
ST
LO
N
G
B
E
A
C
H
B
LV
D
C
A
LIF
O
R
N
IA
A
V
E
M

ARTIN LUTHER KING
JR
BLVD

HIGHWAY

HIGHWAY

IMPERIAL

IMPERIAL
STATE
SHEET 10
SHEET 9 SHEET 11

DEPARTMENT OF PUBLIC WORKS

PROJECT TYPE

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LOCATION MAP

VICINITY MAP SHEET INDEX

ABBREVIATIONS
LEGEND
TITLE SHEET1

LAYOUT PLANS
DESCRIPTIONSHEET NO.

NOT TO SCALE

AGGREGATE BASE

ASPHALT CONCRETE

CURB FACE

CENTERLINE

END CURVE

EXISTING

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
AB
AC
CF
EC

EXIST
SPPWC

MANHOLE

VALVE COVER

ELECTRICAL LINE

FIBER OPTIC LINE

FIBER OPTIC OVERHEAD LINE

NATURAL GAS LINE

OIL LINE

RECLAIMED WATER LINE

SEWER LINE

TELECOMMUNICATION OVERHEAD LINETELECOMMUNICATION OVERHEAD LINE

TELECOMMUNICATION LINE

WATER LINE

RIGHT-OF-WAY

NTS NOT TO SCALE

SW SIDEWALK

EG EXISTING GRADE

BEG BEGIN

STA STATION

RT RIGHT

LT LEFT

TYPICALTYP

TC TOP OF CURB

SEE ABOVE RIGHT

RD ROAD

AVE AVENUE

BLVD BOULEVARD

TYPICAL SECTION PLANS
PCC

PORTLAND CEMENT CONCRETE

COLD MILL AND OVERLAY

SPEC SPECIALTY

FREEWAYFRWY

VARYINGVAR
L

R RADIUS

R/W RIGHT OF WAY

ST STREET

W WIDTH

CITY BOUNDARY
TOTAL SHEETS = 65
3-8
9-14
15-17
18-23

STD STANDARD

PI POINT OF INTERSECTION

HIGHWAYHWY

DR DRIVE
RIGHT

SEE BELOW LEFT
LENGTH
LEFT
2 GENERAL NOTES
1 RS REWORKED SUBGRADE

ABANDONED OIL LINE

FLOWLINEFL

POINT OF COMPOUND CURVE

RS REWORKED SUBGRADE

SNS STREET NAME SIGN
24-52

STRIPING AND SIGNING PLANS

CONSTRUCTION DETAILS
TRAFFIC SIGNAL PLANS53-54
55-65

FULL DEPTH PAVEMENT

TRAFFIC CONTROL PLANS

LANDSCAPE PLANS

WM WATER METER

BEGIN CURVEBC

BPA BACKFLOW PREVENTER

FS FLOW SENSOR

SCH SCHEDULE

RCV REMOTE CONTROL VALVE

ELL ELBOW

SQFT SQUARE FEET

GAL GALLON

EA EACH
MIN
MAX

MINIMUM

MAXIMUM
(FY 2023 - 2024)
PROJECT NO. 4011.68.106.62015
482

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
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STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES

GENERAL NOTES
GENERAL NOTES (CONTINUED):

NOTICE TO CONTRACTOR:

ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

OWNER, THE CITY AND CITY ENGINEER HARMLESS FROM ANY AND ALL

AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE

CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS, PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY

OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE

FURTHER AGREES THAT HE/SHE SHALL ASSUME SOLE COMPLETE
COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR

RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTOR'S "CONSTRUCTION SAFETY ORDERS". THE CITY ENGINEER SHALL NOT BE

OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
REGULATIONS THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS

THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE

OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN IN STORM WATER POLLUTION REQUIREMENT:

LIST OF STANDARD DRAWINGS:

CALTRANS STANDARD DRAWINGS LATEST EDITION
SPPWC STANDARD PLANS LATEST EDITION:

GENERAL NOTES:
2 TRAFFIC STRIPING & SIGNING GENERAL NOTES:

PAVING WORK.

USE IN RESTORING STRIPING AND CURB MARKING UPON COMPLETION OF

CURB MARKINGS BEFORE REMOVAL SO AS TO PROVIDE A RECORD FOR CONTRACTOR SHALL PHOTOGRAPH/VIDEO THE EXISTING STRIPING AND 11.

INSURANCE.

HAVE ON FILE WITH THE CITY ENGINEER A CERTIFICATION OF
CONTRACTOR/ SUBCONTRACTOR TO DO THE WORK. CONTRACTOR MUST

LYNWOOD BUSINESS LICENSE, SUFFICIENT TO QUALIFY THE

VALID STATE OF CALIFORNIA CONTRACTOR'S LICENSE AND CITY OF

RIGHT-OF-WAY MUST BE PERFORMED BY A CONTRACTOR HOLDING A OBTAINED FROM THE CITY OF LYNWOOD. ALL WORK WITHIN THE PUBLIC PERMITS TO PERFORM WORK WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE 10.

LYNWOOD.

A STATE LICENSE THEREFOR MUST BE APPROVED BY THE CITY OF

CONTRACTOR SPECIALIZING IN TRAFFIC SIGNAL CONSTRUCTION WHO HAS ANY TRAFFIC SIGNAL WORK TO BE DONE BY AN ELECTRICAL 9.

REPLACED TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.

PAVEMENT THAT MAY BE DAMAGED DURING CONSTRUCTION, SHALL BE ANY EXISTING TRAFFIC LOOP DETECTORS OR TRAFFIC STRIPING ON 8.

SPECIFICATIONS.

OPERATIONAL TO MEET CITY OF LYNWOOD TRAFFIC SIGNAL
ALL TRAFFIC SIGNALS AND SAFETY LIGHTING ARE TO BE MAINTAINED 7.

OF THE CITY'S TRAFFIC ENGINEER.

SIGNAL, SIGN, STRIPING, ETC. SHALL BE DONE ONLY UPON APPROVAL REMOVAL, ADJUSTMENT, AND/OR RELOCATION OF EXISTING TRAFFIC 6.

OF UNIFORM TRAFFIC CONTROL DEVICES (CA/MUTCD) (LATEST EDITION).

ALL ROADSIDE SIGN PANELS SHALL CONFORM TO CALIFORNIA MANUAL5.

OR EDGE OF PAVEMENT AS APPROPRIATE.

ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB, FLOW LINE LANE WIDTHS SHALL BE MEASURED BETWEEN CENTERLINES OF EACH4.

BE BY GRINDING.

SANDBLASTING. REMOVAL OF RAISED PAVEMENT MARKER SHALL
REMOVAL OF ALL CONFLICTING LINES AND MARKINGS SHALL BE BY WET3.

BE INSTALLED WITH THERMOPLASTIC.

ALL TRAFFIC LINES AND PAVEMENT MARKINGS FOR ROADWAYS SHALL2.

CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATEST EDITION).

ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL CONFORM TO1.

MEDIAN TAPER140-3
CURB AND GUTTER MOUNTABLE 121-3 CURB AND GUTTER BARRIER120-3

NO SCALE

THEREFOR FROM THAT AGENCY. THERE MAY BE A FEE THEREFORE.

INFRASTRUCTURE A PERMIT AND INSPECTION SHOULD BE OBTAINED

CONTRACTOR OPERATION INVOLVE ANOTHER AGENCY'S JURISDICTION OR WILL ISSUE A "NO FEE" PERMIT TO THE CONTRACTOR. SHOULD THE A PERMIT IS REQUIRED FOR ALL WORK ON CITY STREET. THE CITY 19.

END OF EACH DAY AS REQUIRED.

ENGINEER. THE CONTRACTOR SHALL RAMP OR PLATE DRIVEWAYS AT THE

THEIR PROPERTY UNLESS OTHERWISE APPROVED BY THE CITY
AT NO TIME IS ANY BUSINESS OR RESIDENT TO BE WITHOUT ACCESS TO 18.

SAFTEY ORDERS.

SECTION 5-7.2 OF THE STANDARD SPECIFICATIONS IN REGARD TO THE CONTRACTOR. THE CONTRACTOR'S ATTENTION IS DIRECTED TO ACCESS. PEDESTRIAN ACCESS IS TO BE PROVIDED AND MAINTAINED BY

PROPERTY IMMEDIATELY PRIOR TO BLOCKING ENTRY/DRIVEWAY/GARAGE

SHALL GIVE COURTEOUS NOTICE (KNOCK ON DOOR) TO AN ADJACENT DAYS TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR

ENTRIES/DRIVEWAYS/GARAGES AND PARKING LOTS DURING THE WORKING

CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO ALL
WORK TO PROVIDE FOR PUBLIC SAFTEY AND CONVENIENCE. THE
THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF THE 17.

ALL EXISTING FACILITIES IN-PLACE UNLESS OTHERWISE NOTED.

THE CONTRACTOR IS ADVISED TO USE EXTREME CAUTION AND PROTECT 16.

MAINTENANCE DEPARTMENT AND COORDINATE THE WORK.

CITY ENGINEER AND/OR THE LOS ANGELES COUNTY'S TRAFFIC SIGNAL TRENCH AND PROTECT IN-PLACE. CONTRACTOR SHOULD CONTACT THE

TRAFFIC SIGNAL UNDERGROUND FACILITIES BEFORE EXCAVATION OF THE PLOTTED ON THE PLANS. THE CONTRACTOR IS ADVISED TO LOCATE THE OF LOOPS, CONDUITS, ETC. NOR HAVE SUCH FACILITIES BEEN FULLY HDR|WKE HAS NOT OBTAINED PLANS FOR THE UNDERGROUND FACILITIES 15.

TO LOCATE SUCH AND TO PROTECT IN-PLACE.

LATERALS AND VAULTS AND BOXES. CONTRACTOR SHOULD BE PREPARED

SERVICE CONNECTIONS AND OTHER FEATURES SUCH AS FIRE HYDRANT SHOWN. HOWEVER, PLANS FROM UTILITIES MAY NOT HAVE INCLUDED ALL FROM THE UTILITIES. IN SOME CASES SERVICE CONNECTIONS ARE IN SHOWING UTILITIES, HDR|WKE HAS PROVIDED INFORMATION RECEIVED 14.

SYSTEM.

PROPERLY. NO SLURRY SHALL BE ALLOWED TO ENTER THE STORM DRAIN

SLURRY SHALL BE REMOVED WITH A VACUUM MACHINE AND DISPOSED OF EDGE OF PAVEMENT. NO "FLOATER" SLABS WILL BE PERMITTED. SAWCUT (A.C.) SHALL BE REMOVED TO A SAWCUT, COLD JOINT, SCORE MARK OR ALL PORTLAND CEMENT CONCRETE (P.C.C.) AND ASPHALT CONCRETE 13.

PREVENTION BMP, ETC.

AND/OR CONSTRUCTION-RELATED DEBRIS/WASTE, STORMWATER POLLUTION INCLUDING, BUT NOT LIMITED TO: STREET/SITE SWEEPING, TRASH THE CONTRACTOR IS RESPONSIBLE FOR OVERALL JOBSITE MAINTENANCE, 12.

PROPOSED WORK AREA.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 11.

OF THE WORK.

ANY DAMAGE DONE TO THE EXISTING FACILITIES DURING THE PROGRESS

PRESERVING THE SAME INTACT AND WILL BE HELD RESPONSIBLE FOR

CONSTRUCTION, THE CONTRACTOR SHALL USE PROPER CARE IN

CULVERTS, OR OTHER PIPES OR STRUCTURES ARE ENCOUNTERED DURING WHENEVER EXISTING SEWER LINES, WATER LINES, GAS MAINS, 10.

WORKING DAYS) PRIOR TO START OF CONSTRUCTION.

ALSO NOTIFY UNDERGROUND SERVICE ALERT (811) 48 HOURS (TWO CONFLICTS WITH PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CITY. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF ANY

BE IN CONFLICT WITH THIS PROJECT, AT NO ADDITIONAL COST TO THE

TO POTHOLE AND LOCATE ALL EXISTING UTILITIES WHICH APPEAR TO PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE PREPARED 9.

THIS PROJECT.

ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF

ACCURACY OF THE LOCATION, OR THE EXISTENCE OR NONEXISTENCE OF

PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION TO THE REQUIRED TO PROTECT THE EXISTING FACILITIES. APPROVAL OF THESE

LOCATIONS SHOWN ARE APPROXIMATE AND EXTREME CAUTION IS
UNDERGROUND UTILITIES. THE CONTRACTOR IS ADVISED THAT

RECONSTRUCTION WORK WILL BE IN CLOSE PROXIMITY OF THE EXISTING AGENCIES AND FIELD INVESTIGATION. SOME OF THE STREET

BASED ON INFORMATION FROM VARIOUS UTILITY COMPANIES, LOCAL LOCATIONS OF EXISTING SURFACE UTILITIES SHOWN ON THE PLANS ARE 8.

REACHED 24 HOURS A DAY, SEVEN DAYS A WEEK.

THE CONTRACTOR'S SUPERVISOR IN CHARGE OF THIS PROJECT CAN BE DEVICES. THE CONTRACTOR SHALL PROVIDE A PHONE NUMBER WHERE

SERVICE TO REMOVE, INSTALL, RELOCATE AND MAINTAIN WARNING APPROVED TRAFFIC CONTROL PLANS. HE/SHE SHALL PROVIDE 24-HOUR THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN CONFORMANCE WITH THE 7.

CONSTRUCTION.

PLANS TO BE APPROVED BY THE CITY ENGINEER PRIOR TO START OF

CONTROL SHALL BE PROVIDED ALL THE TIME PER TRAFFIC CONTROL EDITION TO THE SATISFACTION OF THE CITY ENGINEER. TRAFFIC

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD) LATEST

COMPLETION OF THE PROPOSED IMPROVEMENTS PER CALIFORNIA THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THE 6.

PLANS.

OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE

FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS/HER

AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE SITE 5.

DRIVEWAY AND OR IMPACT ON FRONTAGE BUSINESSES.

CONSTRUCTION PHASING PLAN THAT MITIGATES THE ACCESS TO ANY

SUBMIT FOR APPROVAL BY THE ENGINEER A COMPREHENSIVE
PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL PREPARE AND 4.

ENGINEER OF ANY DISCREPANCIES.

ALL DIMENSIONS AS SHOWN ON THE PLANS AND NOTIFY THE CITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN THE FIELD 3.

NPDES REQUIREMENTS.

REQUIREMENTS PERTINENT TO THE PRODUCT CONSTRUCTION INCLUDING

SPECIFICATIONS, AND ALL SAFETY REGULATION CODES AND

SPECIFICATIONS (LATEST EDITION), THESE PLANS, THE PROJECT

AND ITS SUPPLEMENTS, CALTRANS STANDARD PLANS AND

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION)

PLANS AND SPECIFICATIONS OF THE CITY OF LYNWOOD, THE STANDARD ALL WORK, LABOR AND MATERIALS SHALL CONFORM TO THE STANDARD 2.

SHEETS.

ALL NOTES STATED HEREIN APPLY TO THE PROJECT AND ALL THE 1.

SANITARY/SEPTIC WASTE MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-9 CONCRETE WASTE MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-8 CONTAMINATED SOIL MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-7 HAZARDOUS WASTE MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-6 SOLID WASTE MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-5 SPILL PREVENTION AND CONTROL WASTE MANAGEMENT AND MATERIAL POLLUTION-4 STOCKPILE MANAGEMENT WASTE MANAGEMENT AND MATERIAL POLLUTION-3 MATERIAL USE WASTE MANAGEMENT AND MATERIAL POLLUTION-2 MATERIAL DELIVERY AND STORAGE WASTE MANAGEMENT AND MATERIAL POLLUTION-1 WIND EROSION CONTROL WIND EROSION CONTROL-1
ENTRANCE/OUTLET TIRE WASH TEMPORARY TRACKING CONTROL-3 STABILIZED CONSTRUCTION ENTRANCE/EXIT TEMPORARY TRACKING CONTROL-1 VEHICLE AND EQUIPMENT REPAIRS SEDIMENT CONTROL-22
VEHICLE AND EQUIPMENT CLEANING SEDIMENT CONTROL-21
VEHICLE AND EQUIPMENT FUELING SEDIMENT CONTROL-20
STORM DRAIN INLET PROTECTION SEDIMENT CONTROL-10
SAND BAG BARRIER SEDIMENT CONTROL-8
STREET SWEEPING AND VACUUMING SEDIMENT CONTROL-7
CONCRETE FINISHING NON-STORMWATER MANAGEMENT-13
CONCRETE CURING NON-STORMWATER MANAGEMENT-12
VEHICLE AND EQUIPMENT MAINTENANCE NON-STORMWATER MANAGEMENT-10 VEHICLE AND EQUIPMENT FUELING NON-STORMWATER MANAGEMENT-9 VEHICLE AND EQUIPMENT CLEANING NON-STORMWATER MANAGEMENT-8 POTABLE WATER/IRRIGATION NON-STORMWATER MANAGEMENT-7
PAVING OPERATIONS NON-STORMWATER MANAGEMENT-3
WATER CONSERVATION PRACTICES NON-STORMWATER MANAGEMENT-1 PRESERVATION OF EXISTING VEGETATION EROSION CONTROL-2 SCHEDULING EROSION CONTROL-1
EMPLOYEE/SUBCONTRACTOR TRAINING CONTRACTOR ACTIVITY 40 BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS).

EDITION), MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY

HANDBOOK, CALIFORNIA STORM WATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA (LATEST THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO: THE BEST MANAGEMENT PRACTICES B.

AS TO INHIBIT EROSION BY WIND AND WATER.

ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO 7.

BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE 6.

RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED 5.

CAN BE DISPOSED OF AS SOLID WASTE.

DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES UNTIL THEY EXCESS OR WASTE CONCRETE SHALL NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER 4.

NOT BE WASHED INTO THE DRAINAGE SYSTEM.

APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS SHALL WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE 3.

FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.

STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED 2.

COURSES OR WIND.

TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE 1.

CONSTRUCTION SITES, REGARDLESS OF SIZE.

MINIMUM STANDARDS OF GOOD HOUSEKEEPING WHICH MUST BE IMPLEMENTED ON ALL

THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION AND REPRESENTS THE

BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES

CONSTRUCTION
STORM WATER POLLUTION CONTROL REQUIREMENTS FOR STREET, SEWER AND STORM DRAIN A.

APPROVAL OF THE CITY ENGINEER.

AS-BUILTS OF THE COMPLETED PROJECT SHALL BE SUBMITTED FOR 35.

(310) 515-4099AT & T
(833) 267-6097SPECTRUM
(818) 896-0594LA COUNTY FLOOD CONTROL
(310) 603-0220, Ext 801LYNWOOD WATER / UTILITY DEPT.

(800) 655-4555SOUTHERN CALIFORNIA EDISON
(310) 605-7909GAS COMPANY
(310) 537-6111COUNTY OF L.A. SHERIFF'S DEPARTMENT
(310) 605-5670COUNTY OF L.A. FIRE DEPARTMENT
WORKING DAYS PRIOR TO STARTING ANY WORK:

THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 2 FULL 34.

ISSUED BY THE STATE OF CALIFORNIA.

THE PRIME CONTRACTOR MUST HOLD A VALID CLASS "A" LICENSE 33.

PREPARED BY CONTRACTOR AND APPROVED BY CITY.

WITH THE LATEST CAMUTCD AND A TRAFFIC CONTROL PLAN SHALL BE TRAFFIC CONTROL SHALL BE PROVIDED AT ALL TIMES IN ACCORDANCE 32.

PROPERTY WITHIN THE LYNWOOD CITY LIMITS DURING DAY TIME.

TO STORAGE OF ANY EQUIPMENT OF MATERIALS ON PUBLIC OR PRIVATE (T.U.P.) APPLICATION MUST BE FILED TO THE CITY ENGINEER PRIOR OVERNIGHT WITHIN PUBLIC RIGHT-OF-WAY. A TEMPORARY USE PERMIT NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED 31.

ANY SPECIFIED CONSTRUCTION.

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS BEFORE START OF CONTRACTOR SHALL NOTIFY ALL AFFECTED BUSINESSES AND RESIDENTS 30.

IMPROVEMENTS, PUBLIC OR PRIVATE, SHALL BE REPLACED IN KIND.

SHALL BE PROTECTED IN-PLACE AND ANY DAMAGE TO EXISTING
TREES, FOLIAGE, SIGNS, PARKING METERS AND OTHER IMPROVEMENTS 29.

PROPERTY.

OCCUPANTS OF THE PROPOSED IMPROVEMENTS FRONTING THEIR
THE CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS OR 28.

DELAY SO AS TO PROVIDE MINIMAL INCONVENIENCE TO THE PUBLIC.

WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE COMPLETED WITHOUT 27.

LABORATORY APPROVED BY THE CITY, PER BID ITEM.

STREET WORK IS TO BE ARRANGED FOR THE CITY USING A TESTING ALL NECESSARY MATERIALS & COMPACTION TESTING RELATED TO 26.

AND THE COUNTY SURVEYOR.

BY THE CONTRACTOR'S SURVEYOR AND FILED WITH THE CITY ENGINEER

ARE TO BE REPLACED AND A RECORD OF SURVEY IS TO BE PREPARED MONUMENTS SHALL BE PROTECTED AND PERPETUATED. IF DAMAGED, THEY

STREETS AND HIGHWAY CODE REQUIRE THAT EXISTING SURVEY
PROFESSIONAL CODE, AND SECTIONS 732.05, 1492-5, 1810-5 OF THE THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & 25.

OR OTHER DEBRIS SHALL ENTER THE STORM DRAIN SYSTEM.

RECLAIMED WATER, IF AVAILABLE. NO WATER USED FOR CONSTRUCTION

EXPOSED UNPAVED AREAS SHALL BE CONTROLLED BY WATERING USING PREVENTION AT ALL TIMES BY SWEEPING PAVED AREAS. DUST FROM CONTRACTOR SHALL MAINTAIN DUST CONTROL AND DIRT TRACKING 24.

AT THE END OF EACH WORKING DAY.

ALL EXISTING STREET INTERSECTIONS ARE TO BE OPEN FOR TRAFFIC 23.

MAKE NECESSARY REPAIRS TO PAVEMENT.

SHALL RAISE SAID STRUCTURES TO FINISHED GRADE AFTER PAVING AND

SHALL BE LEFT BELOW SUBGRADE DURING PAVING AND THE CONTRACTOR ALL MANHOLES, VALVE BOXES AND SIMILAR APPURTENANT STRUCTURES 22.

REQUIREMENTS.

DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL

SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE

SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY

CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING ANY ENGINE/ EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM

FERTILIZERS, VEHICLE/ EQUIPMENT WASH WATER AND CONCRETE WASH LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS;
ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. POTENTIAL

CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR

ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE

AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF CONSTRUCTION SITE SHALL BE MAINTAINED IN SUCH A CONDITION THAT 21.

REJECTION.

WORK NOT DONE IN THE PRESENCE OF CITY INSPECTOR IS SUBJECT TO THE PROJECT. ALL WORK SHALL BE SUBJECT TO CITY INSPECTION.

AT LEAST 48 HOURS (TWO WORKING DAYS) PRIOR TO STARTING WORK ON THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 20.

ARM MPH AND SIGNAL ARM LENGTHS 25' TO 45')
ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD, CASE 4 SIGNAL MAST ES-7F ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD)ES-7A
ASSEMBLIES) ES-7A STREET SWEEPING AND VACUUMING
ELECTRICAL SYSTEMS (ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON ES-5C ELECTRICAL SYSTEMS (SIGNAL HEADS AND OPTICAL DETECTOR MOUNTINGS)ES-4E ELECTRICAL SYSTEMS (PEDESTRIAN SIGNAL HEADS)ES-4B
ELECTRICAL SYSTEMS (SIGNAL HEADS AND MOUNTINGS)ES-4A
ELECTRICAL SYSTEMS (CONTROLLER CABINET FOUNDATION AND PAD DETAILS)ES-3C PAVEMENT MARKINGS LIMIT LINERSP A24G
PAVEMENT MARKINGS CROSSWALKSA24F
PAVEMENT MARKINGS ARROWSA24A
PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS RSP A20D PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS A20B PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILSRSP A20A 483

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

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STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
50'
13'

R/WR/W

TYPICAL CROSS SECTION
NTS

IMPERIAL HIGHWAY
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &
EGEG

JOIN EXIST

SAWCUT &

JOIN EXIST

SAWCUT &
SW SW
MEDIAN
2'2'TC TC TC TC
VAR

2.00% &
VAR

2.00% &
(2.00% & VAR) (3.00% & VAR)
26' & VAR 13' & VAR

TYPICAL CROSS SECTION
NTS
100'

IMPERIAL HIGHWAY

R/W R/W
TC TC

TCTC
50'50'
EGEG
SW SW

JOIN EXIST

SAWCUT &

JOIN EXIST

SAWCUT &
MEDIAN
13' 13'VAR 2'-12'VAR 29'-39'
(3.00% & VAR)
(4.00% & VAR) VAR

2.00% &
VAR

2.00% &
VAR 29'-31.5'
17 (6.00% & VAR)
GUTTER

EXISTING CURB & GUTTER

EXISTING CURB &
2' & VAR 2' & VAR
2' & VAR 2' & VAR
FROM STA-16+17 TO STA-19+50
FROM STA-30+96 TO STA-31+22
8'36' & VAR
1'
VAR 2'-9.7'
EXISTING 5" AC OVER PCC
EXISTING 5" AC OVER PCC

EXISTING PCC PAVEMENT EXISTING PCC PAVEMENT
17 24
8 4
1515
24 6
VAR 1.8'-4.5'
50'
100'
3 484

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
13' 13'
100'

TYPICAL CROSS SECTION

IMPERIAL HIGHWAY
NTS
R/WR/W

EG
EG
GUTTER

EXISTING CURB &GUTTER

EXISTING CURB &

SAWCUT SAWCUT

SW SWMEDIAN
50'50'
TCTCTCTC VAR 26'-28'VAR 2'-15'
VAR 14'-26'

2.00% & VAR 2.00% & VAR
100'
50' 50'
8'5' 37' 37'

R/WR/W
13'
EG
GUTTER

EXISTING CURB &
SW SW
EG
GUTTER

EXISTING CURB &

TYPICAL CROSS SECTION
NTS

IMPERIAL HIGHWAY
TCTC

2.00% & VAR

2.00% & VAR
2' & VAR 2' & VAR
2' & VAR 2' & VAR
FROM STA-31+22 TO STA-35+79
FROM STA-35+79 TO STA-38+55.58
100'
12' 14'

R/WR/W
SW SW
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &

TYPICAL CROSS SECTION
NTS
EG EG
TCTC

IMPERIAL HIGHWAY
50' 50'

2.00% & VAR 2.00% & VAR
3' & VAR
FROM STA-71+70 TO STA-73+80
VAR 2'-10'VAR 25'-36'
VAR 33.8'-38.7'
36'38'
EXISTING 7.5" AC OVER 6.5" PCC
EXISTING 7.5" AC OVER 6.5" PCC
EXISTING 7.5" AC OVER 6.5" PCC
EXISTING 1.5" AC OVER 7" PCC OVER 6.5" AB
EXISTING 7" AC OVER PCC
21A
21 21A
21 21A
21 23A
23 15 15
24 6 6
VAR 3'-19'
4 485

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
100'
12' 14'43' 31'

R/WR/W
SW SW
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &

TYPICAL CROSS SECTION
NTS
EG
EG
TCTC

IMPERIAL HIGHWAY
50' 50'

2.00% & VAR 2.00% & VAR
50'
13'


R/W R/W
SW SW
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &
EG EG

TYPICAL CROSS SECTION

IMPERIAL HIGHWAY
NTS
TC TCVAR 10'-13'
VAR 50'-55'
VAR 100'-105'

2.00% & VAR
VAR 37'-45'

2.00% & VAR
37'
3' & VAR 3' & VAR
3' & VAR
FROM STA-75+02 TO STA-79+00
EXISTING 1.5" AC OVER 7" PCC OVER 6.5" AB
EXISTING 7" AC OVER PCC
EXISTING 8.5" AC OVER 7" PCC OVER 3" AB
3' & VAR
23A
23 19A
19 FROM STA-114+50 TO STA-116+53
5 486

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
120'
10' 15'
120'
10' 10'

R/W R/W
R/WR/W

TC TC TC TC


TC TC TC TC

EG EG
EGEG
10'
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &
48' 37'
SW SW

SW SWMEDIAN
MEDIAN
GUTTER

EXISTING CURB &
SAWCUT
SAWCUT
NTS

STATE STREET

TYPICAL CROSS SECTION
NTS

STATE STREET

TYPICAL CROSS SECTION
60' 60'
60'60'
2'-13'
VAR VAR 2'-13'
VAR 35'-46' VAR 35'-46'

2.00% & VAR 2.00% & VAR

2.00% & VAR 2.00% & VAR
VAR 4.3' TO 15'
2' & VAR 2' & VAR
2' & VAR

EXISTING CURB

EXISTING CURB
FROM STA-15+09 TO STA-16+00
FROM STA-16+00 TO STA-17+34.50
EXISTING 5.5" AC OVER 5" AB
EXISTING 5.5" AC OVER 4.5" AB
EXISTING 5.5" AC OVER 4.5" AB EXISTING 5.5" AC OVER 5" AB 2' & VAR
21A
2121A
21 21A
21 21A
21 1616
24 5
58 2525
25 25
6 487

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
15'35'
50'

R/W R/W
SW SW
EG
EG
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &

TYPICAL CROSS SECTION
NTS

ATLANTIC AVENUE
TCTC

VAR 50'-57.5'
VAR 10'-15' VAR 35'-47.5'
VAR 100'-107.5'

2.00% & VAR 2.00% & VAR
100'
15' 15'28.5' 28'
R/WR/W
SWSW
EG EG

ATLANTIC AVENUE

TYPICAL CROSS SECTION
NTS
GUTTER

EXISTING CURB &

GUTTER

EXISTING CURB &
MEDIAN
SAWCUT
SAWCUT

TC TC TC TC
50'50' 2'-10'
VAR
2'-2.5'
VAR

2.00% & VAR 2.00% & VAR
2' & VAR
2' & VAR 2' & VAR
FROM STA-14+38 TO STA-16+32
FROM STA-16+32 TO STA-18+10
2'-10.5'
VAR
EXISTING 5" AC OVER 7" AB
EXISTING 5" AC OVER 7" AB

2' & VAR
19A
19 1717
19A
19 19A
19 58
24 EXISTING 5.5" AC OVER 2" AB
EXISTING 5.5" AC OVER 2" AB
25 25 25
7 488

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800

TYPICAL SECTION PLAN

DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2022
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
78'
45'33'

22.5'

34'

TYPICAL CROSS SECTION
NTS

WRIGHT ROAD
GUTTER

EXISTING CURB &
GUTTER

EXISTING CURB &
SW SW
EGEG
TCTC

R/W R/W

2.00% & VAR 2.00% & VAR

7.5'
33' 45'
15' 13' 21'
78'


TYPICAL CROSS SECTION
NTS

WRIGHT ROAD
GUTTER

EXISTING CURB &GUTTER

EXISTING CURB &
SWSW
EGEG
TC TC
R/WR/W

2.00% & VAR 2.00% & VAR(2.00% & VAR) (2.00% & VAR)
2' & VAR 2' & VAR
2' & VAR 2' & VAR
11'10.5'

10.5' 11'
FROM STA-12+86.71 TO STA-14+17
FROM STA-15+28 TO STA-17+75

TYPICAL CROSS SECTION
NTS

WRIGHT ROAD
FROM STA-14+17 TO STA-15+28
33' 45'
13' 21'
78'

GUTTER

EXISTING CURB &GUTTER

EXISTING CURB &
SWSW
EGEG
TC TC
R/WR/W

2.00% & VAR
2' & VAR 2' & VAR

10.5' 11'22.5'
EXISTING 6" AC OVER 8" AB EXISTING 5" AC OVER 10" AB
EXISTING 5" AC OVER 10" ABEXISTING 6" AC OVER 8" AB

EXISTING PCC
EXISTING 8.5" AC OVER 7" PCC OVER 3" AB
21A
21 21A
21 21A
21 23A
23 23A
23 2525
25 25

2.00% & VAR 2.00% & VAR
8 489
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 12+00
13+00
14+00 15+00 16+00 17+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
5 7
7 21
4 717
21 EXIST R/W EXIST R/W

EXIST R/W

EXIST R/WEXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

STATE ST

BEECHWOOD AVE

OAKWOOD AVE

EXIST R/W EXIST R/W

EXIST R/WEXIST R/W
50' 50'
13' 13'37'37'
10' 10'
62' 58'
52' 48'
P
50' 50'
13' 13'37'37'
CURB
60'60'
10' 10'50' 50'
W=9.5'
L=60'
W=11'
L=60'
W=11'
L=60'
R=7.5'
R=1'
11 9
P
P
10 8
P

CURBIMPERIAL HWY
16 16
17 STA 14+60.55 "STATE ST"
STA 15+54.39 "IMPERIAL HWY" =
1A
STA 16+65.00 "STATE ST", 2.00' LT
STA 16+20.00 "STATE ST", 15.00' LT
STA 16+20.00 "STATE ST", 4.00' LT
STA 16+00.00 "STATE ST", 4.00' LT
STA 16+00.00 "STATE ST", 2.21' LT
STA 16+75.00 "STATE ST", 15.00' RT
STA 16+75.00 "STATE ST", 4.00' RT
STA 16+75.00 "STATE ST", 2.00' RT
STA 16+15.00 "STATE ST", 13.00' RT
STA 16+00.00 "STATE ST", 15.00' RT
STA 16+00.00 "STATE ST", 13.45' RT
STA 17+34.50 "STATE ST", 15.00' LT STA 17+34.50 "STATE ST", 4.00' RT BC STA 17+25.00 "STATE ST", 13.00' LT
STA 19+50.00 "IMPERIAL HWY", 3.72' RT
STA 19+50.00 "IMPERIAL HWY", 5.50' RT
STA 19+37.50 "IMPERIAL HWY", 5.50' RT
STA 19+37.50 "IMPERIAL HWY", 8.00' RT
STA 16+17.00 "IMPERIAL HWY", 8.00' RT
STA 19+37.50 "IMPERIAL HWY", 3.50' RT
STA 18+70.00 "IMPERIAL HWY", 6.00' RT

BEG TAPER

JOIN EXIST

END TAPER

END TAPER

BEG TAPER

JOIN EXIST
EC STA 17+25.00 "STATE ST", 2.00' RT
"IMPERIAL HWY", 2.00' RT
STA 16+17.00
"IMPERIAL HWY", 4.00' RT
EC STA 16+20.00
"IMPERIAL HWY", 8.00' LT
STA 17+56.46
"IMPERIAL HWY", 2.00' RT
STA 17+56.46
BC STA 16+20.00 "IMPERIAL HWY", 6.00' RT

BEG TAPER

END TAPER

JOIN EXIST

JOIN EXIST
"IMPERIAL HWY", 4.00' RT
STA 18+70.00

BEG TAPER

END TAPER
"IMPERIAL HWY", 5.50' LT
STA 19+30.00
"IMPERIAL HWY", 8.00' LT
STA 19+50.00
"IMPERIAL HWY", 5.98' LT
STA 19+50.00
STA 11+55.40 "STATE ST" PI
"STATE ST" +34.50
"STATE ST" +09.00

JOIN EXIST

END OVERLAY

SAWCUT & JOIN EXIST

SAWCUT & JOIN EXIST
SAWCUT
SAWCUT

JOIN EXIST

BEG OVERLAY
8 P
P
8 1A
1A
1A
9 24
24 21A
21A
25 25
490

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
24+00
25+00
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
35+00
36+00
12+00
13+00
14+00
15+00
16+00
17+00
13+00
MATCH LINE STA 36+50
50'
37'
57'
42'
13'37'13'
50'
13'37'37'13'
50' 55'
18'37'13'
50'50'
5' 10'35'
45'47'
8' 43' 8'
65' 51'

IMPERIAL HWY

LONG BEACH BLVD

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/WEXIST R/W

EXIST R/W
R=1'
R=2'
9 9
9 10
10 10
10 6
10 21
21 7 W=16'
L=100'
P
37'

PEACH ST

OAKWOOD AVE

JOIN EXIST

BEG OVERLAY
"IMPERIAL HWY" +21.83
"IMPERIAL HWY", 5.00' RT
STA 30+96.00
"IMPERIAL HWY", 11.00' RT
STA 30+96.00
BC STA 30+99.21 "IMPERIAL HWY", 9.00' RT
EC STA 30+99.21 "IMPERIAL HWY", 7.00' RT
STA 33+23.00 "IMPERIAL HWY", 9.00' RT

BEG TAPER
BC STA 33+90.05 "IMPERIAL HWY", 6.52' RT

END TAPER
STA 33+90.05 "IMPERIAL HWY", 9.00' RT
STA 33+90.05 "IMPERIAL HWY", 11.00' RT
BC STA 35+74.57 "IMPERIAL HWY", 1.06' LT
STA 35+79.00 "IMPERIAL HWY", 9.00' RT
STA 33+10.00 "IMPERIAL HWY", 7.00' RT

BEG TAPER
STA 33+10.00 "IMPERIAL HWY", 1.00' LT
STA 33+10.00 "IMPERIAL HWY", 12.00' LT
"IMPERIAL HWY", 9.04' LT
BC STA 34+10.00
END TAPER "IMPERIAL HWY", 12.00' LT
STA 35+79.00
EC STA 35+74.07 "IMPERIAL HWY", 5.00' LT
9 15
15 STA 30+36.27 "IMPERIAL HWY" =
STA 14+69.38 "LONG BEACH BLVD"
STA 14+00.00 "OAKWOOD AVE" =
STA 16+94.38 "LONG BEACH BLVD"
P

EXIST R/W

EXIST R/W
BC STA 24+62.63 "IMPERIAL HWY"
EC STA 26+57.43 "IMPERIAL HWY"
R=547.35'
R=565.30'
"IMPERIAL HWY"
EC STA 35+91.33
"IMPERIAL HWY"
BC STA 33+90.05
R=570.30'
R=572.78'
SEE SHEET 11
1A
1A
R=560.30'R=559.54'
10 PRC STA 35+39.43 "IMPERIAL HWY", 5.00' RT
EC STA 35+60 "IMPERIAL HWY", 2.50' RT
SAWCUT
SAWCUT
STA 30+96 "IMPERIAL HWY", 1.00' LT
21A
21 24
21A
21A
EC/BC STA 34+99.00 "IMPERIAL HWY", 5.00' LT
EC/BC STA 34+31.00 "IMPERIAL HWY", 5.00' RT
491

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
13+00 14+00
15+00 16+00 17+00 18+00 19+00
37+00 38+00 39+00 40+00 41+00 42+00
50'
13'37'37'13'
50' 50'
37'13' 38' 12'
4'16'16'4'

CALIFORNIA AVE
50'
20' 20'
40' 40'
10' 30' 30' 10'

EXIST R/W EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W
21 10
9 9

LOS FLORES BLVD

IMPERIAL HWY
"IMPERIAL HWY", 38.11' LT
STA 38+45.37
"IMPERIAL HWY", 35.15' RT
STA 38+65.00

JOIN EXIST

END OVERLAY

JOIN EXIST

END OVERLAY
STA 38+96.59 "IMPERIAL HWY" =
STA 39+16.59 "IMPERIAL HWY" =
STA 14+55.46 "CALIFORNIA AVE"
STA 14+55.46 "CALIFORNIA AVE"
STA 38+55.58 "IMPERIAL HWY"

JOIN EXIST

END OVERLAY
MATCH LINE STA 36+50
11 SEE SHEET 10
21A
492
18+00
19+00
20+00
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES

IMPERIAL HWY

BULLIS RD
50' 50'
14' 36' 38' 12'
25'
40'
4' 21'
27' 13'
12'14'
50'50'
36' 38'
23 23
12 EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

OTIS ST

M CNERNEY AVE

FRACAR AVE

ALEXANDER AVE

CARSON DR

LYNDORA ST
"IMPERIAL HWY" +02.00
"IMPERIAL HWY" +00.00
STA 74+40.37 "IMPERIAL HWY" =
STA 20+20.00 "BULLIS RD"

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W
12 JOIN EXIST

END MILL & OVERLAY

JOIN EXIST

BEG MILL & OVERLAY

JOIN EXIST

BEG MILL & OVERLAY
"IMPERIAL HWY" +70.00
28'

JOIN EXIST

END MILL & OVERLAY
"IMPERIAL HWY" +80.00
10 23
33'
23A
23A 23A
493
113+00 114+00 115+00 116+00 117+00
118+00
119+00
120+00
121+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
11+00
12+00

IMPERIAL HWY

ATLANTIC AVE
50'
13'
37'
13'
37'
50'
50'
40'
10'
14'
36'

57.5'
50'
50'
50'
50'
50'
10'

47.5'
35'
15'
15'
35'
35'
15'
15'
35'
40'
10'

LINDEN ST
ST JAM
ES AVE
50' 9
9 10
19 7
W=8.5'
L=60'
58 R=1'

CITY OF SOUTH GATE

CITY OF LYNWOOD

EXIST R/WEXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

JOIN EXIST

BEG OVERLAY
"IMPERIAL HWY" +50.00
"ATLANTIC AVE" +10.00
STA 16+32.00 "ATLANTIC AVE", 6.50' LT STA 16+32.00 "ATLANTIC AVE", 8.00' RT EC STA 16+35.00 "ATLANTIC AVE", 4.00' RT
BC STA 16+35.00 "ATLANTIC AVE", 6.00' RT
STA 17+80.00 "ATLANTIC AVE", 6.00' RT

BEG TAPER
STA 18+10.00 "ATLANTIC AVE", 5.61' RT

JOIN EXIST

END TAPER
STA 17+40.00 "ATLANTIC AVE", 4.00' RT

BEG TAPER
STA 18+00.00 "ATLANTIC AVE", 4.50' LT

END TAPER
STA 18+10.00 "ATLANTIC AVE", 4.95' LT

JOIN EXIST
STA 13+49.29 "ATLANTIC AVE"
STA 117+21.75 "IMPERIAL HWY" =
STA 13+62.92 "ATLANTIC AVE"
STA 117+40.00 "IMPERIAL HWY" =
SEE SH
EET 14
MATCH

LINE STA 121+50
13 19A
19A19

JOIN EXIST

END PAVEMENT RECONSTRUCTION
1A17
24 JOIN EXIST

END OVERLAY

SEE ABOVE RIGHT
MATCH LINE STA 12+10

SEE BELOW LEFT
MATCH LINE STA 12+10

LOS FLORES BLVD

ATLANTIC AVE
50'
50'
40'
35'
15'
10'

EXIST R/W

EXIST R/W
25 JOIN EXIST

END OVERLAY
"IMPERIAL HWY" +53.00

JOIN EXIST

END OVERLAY
"IMPERIAL HWY", 43.73' LT
STA 116+61.76
"IMPERIAL HWY", 39.41' RT
STA 116+45.11

JOIN EXIST

END OVERLAY
"ATLANTIC AVE", 45.68' LT
STA 14+15.36

JOIN EXIST

END OVERLAY
"ATLANTIC AVE", 40.77' RT
STA 14+59.32

JOIN EXIST

END OVERLAY
"ATLANTIC AVE" +38.59
STA 18+10.00 "ATLANTIC AVE", 6.50' LT
STA 18+10.00 "ATLANTIC AVE", 8.00' RT
SAWCUT
SAWCUT
494
122+00 123+00 124+00 125+00 126+00 127+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR

LAYOUT PLAN
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM

PROTECT IN PLACE
TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
TYPE B1-6 CURB PER SPPWC STD PLAN 121-3

REMOVE EXISTING MEDIAN AND CONSTRUCT
CONSTRUCT TYPE A1-6 CURB PER SPPWC STD PLAN 120-3

L AND W AS SHOWN
CONSTRUCT MEDIAN TAPER PER SPPWC STD 140-3,

ADJUST TO GRADE WATER VALVE

ADJUST TO GRADE SEWER MANHOLE

ADJUST TO GRADE TELEPHONE MANHOLE

ADJUST TO GRADE ELECTRIC MANHOLE

ADJUST TO GRADE RECLAIMED WATER VALVE

ADJUST TO GRADE STORM DRAIN MANHOLE
CONSTRUCTION NOTES:

P
4 5
6 7
8 9
10 11
12 13
14 1A REMOVE EXISTING AC PAVEMENT
15 CONSTRUCT 12.5" AC OVER 12" RS
16 CONSTRUCT 10" AC OVER 12" RS
17 CONSTRUCT 11.5" AC OVER 12" RS
19 19A CONSTRUCT 3" OF AC OVER 2" AC LEVELING COURSE
21A
21 CONSTRUCT 2" OF AC OVER 2" AC LEVELING COURSE
23 23A CONSTRUCT 5" OF AC OVER 2" AC LEVELING COURSEFOR REMOVAL LIMITS AND ITEMS TO PROTECT IN PLACE

REFER TO LANDSCAPE DEMOLITION AND REMOVAL PLAN
24 PROPOSED DESIGN

REFER TO PLANTING PLANS AND IRRIGATION PLANS FOR
COLD MILL 5" EXISTING AC PAVEMENT
COLD MILL 4" EXISTING AC PAVEMENT
COLD MILL 7" EXISTING AC PAVEMENT
25 REMOVE AND RECONSTRUCT 4" AGGREGATE BASE
FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
W

RIGHT RD

IMPERIAL HWY
50' 50'

36.5'40.5'9.5' 13.5'
30'
30'
10' 20' 20' 10'
33'
45'
34'
11'

10.5'22.5'

CITY OF SOUTH GATECITY OF LYNWOOD

PENDLETON AVE

ST JAMES AVE

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W
23 13
21 9
9 21

JOIN EXIST

END OVERLAY
"WRIGHT RD", 19.30' LT
STA 12+85.12
"WRIGHT RD" +75.00
"WRIGHT RD", 24.30' RT
STA 12+88.72
STA 125+52.80 "IMPERIAL HWY" =
STA 13+50.00 "WRIGHT RD"
STA 125+68.01 "IMPERIAL HWY" =
STA 13+32.37 "WRIGHT RD"

JOIN EXIST

BEG OVERLAY

JOIN EXIST

BEG OVERLAY

EXIST R/W

EXIST R/W

JOIN EXIST

BEG OVERLAY
"WRIGHT RD"
STA 12+86.71
"WRIGHT RD" +28.44
STA 13+87.39 "WRIGHT RD", 21.24' LT
STA 14+22.93 "WRIGHT RD", 46.05' RT

JOIN EXIST

JOIN EXIST
MATCH LINE STA 121+50
SEE SHEET 13
"IMPERIAL HWY", 37.65' RT
STA 126+12.63

JOIN EXIST

BEG OVERLAY
14 13'
15'
21A
21A
23A
23 23A
13 14
21A21
STA 14+16.87 "WRIGHT RD", 13.26' RT
25 25
25 25
495

PUBLIC WORKS DEPARTMENT

BENCHMARK
NO. DESCRIPTION

REVISIONS
DATE

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
CONSTRUCTION DETAILSUNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM DRAWN BY:

DESIGNED BY:

DATE:

OF
PLAN FILE NO.:
65SHEET
SCALE:
1" = 10' FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
16+00 17+00
17+00 18+00
5' 10'0' 20'
SCALE: 1" = 10'
STA 16+00.00 "STATE ST", 2.21' LT

JOIN EXIST
ELEV 90.88 TC 90.38 FL
SAWCUT
SAWCUT

STATE STREET MEDIAN ISLAND
STA 16+20.00 "STATE ST", 2.00' LT
STA 16+40.00 "STATE ST", 2.00' LT
STA 16+60.00 "STATE ST", 2.00' LT
STA 16+80.00 "STATE ST", 3.53' LT
STA 17+00.00 "STATE ST", 8.88' LT
STA 17+20.00 "STATE ST", 12.83' LT
STA 16+00.00 "STATE ST", 13.45' RT

JOIN EXIST
ELEV 91.69 TC 90.19 FL
STA 17+32.50 "STATE ST", 5.50' LT
STA 16+20.00 "STATE ST", 12.83' RT STA 16+40.00 "STATE ST", 8.88' RT STA 16+60.00 "STATE ST", 3.53' RT
STA 17+20.00 "STATE ST", 2.00' RT
STA 16+80.00 "STATE ST", 2.00' RT
STA 17+00.00 "STATE ST", 2.00' RT
ELEV 90.95 TC 90.45 FL
ELEV 91.04 TC 90.54 FL
ELEV 91.15 TC 90.65 FL
ELEV 91.14 TC 90.64 FL
ELEV 91.23 TC 90.73 FL
ELEV 91.13 TC 90.63 FL
ELEV 91.20 TC 90.70 FL
ELEV 91.12 TC 90.62 FL
ELEV 91.33 TC 90.83 FL
ELEV 91.36 TC 90.86 FL
ELEV 91.37 TC 90.87 FL
ELEV 91.39 TC 90.89 FL
ELEV 91.37 TC 90.87 FL
ELEV 90.76 TC 90.26 FL
ELEV 91.15 TC 90.65 FL
ELEV 91.14 TC 90.64 FL
ELEV 91.10 TC 90.60 FL
ELEV 91.06 TC 90.56 FL
ELEV 90.79 TC 90.29 FL
ELEV 91.22 TC 90.72 FL
ELEV 90.92 TC 90.42 FL
ELEV 90.94 TC 90.44 FL
STA 16+65.00 "STATE ST", 2.00' LT BC
STA 16+85.00 "STATE ST", 4.75' LT EC
STA 17+05.00 "STATE ST", 10.25' LT BC
STA 17+25.00 "STATE ST", 13.00' LT PCC
STA 17+25.00 "STATE ST", 2.00' RT EC
STA 16+15.00 "STATE ST", 13.00' RT BC
STA 16+34.64 "STATE ST", 10.35' RT EC
STA 16+55.36 "STATE ST", 4.65' RT BC
STA 16+75.00 "STATE ST", 2.00' RT EC
15 ATLANTIC AVENUE MEDIAN ISLAND
"STATE ST"
"ATLANTIC AVE"
STA 16+00.00 "STATE ST", 4.00' LT
STA 16+20.00 "STATE ST", 4.00' LT
STA 16+20.00 "STATE ST", 15.00' LT
STA 17+34.50 "STATE ST", 15.00' LT
STA 17+34.50 "STATE ST", 4.00' RT
STA 16+75.00 "STATE ST", 15.00' RT
STA 16+75.00 "STATE ST", 4.00' RT
STA 16+00.00 "STATE ST", 15.00' RT
ELEV 94.65 TC 94.15 FL
ELEV 94.66 TC 94.16 FL
STA 16+40.00 "ATLANTIC AVE", 4.00' RT
ELEV 94.72 TC 94.22 FL
STA 16+60.00 "ATLANTIC AVE", 4.00' RT
ELEV 94.68 TC 94.18 FL
STA 16+80.00 "ATLANTIC AVE", 4.00' RT
ELEV 94.69 TC 94.19 FL
STA 17+00.00 "ATLANTIC AVE", 4.00' RT
ELEV 94.72 TC 94.22 FL
STA 17+20.00 "ATLANTIC AVE", 4.00' RT
ELEV 94.79 TC 94.29 FL
ELEV 94.82 TC 94.32 FL
STA 17+40.00 "ATLANTIC AVE", 4.00' RT BC
ELEV 94.84 TC 94.34 FL
ELEV 94.91 TC 94.41 FL
STA 18+10.00 "ATLANTIC AVE", 4.95' LT

JOIN EXIST
ELEV 94.90 TC 94.40 FL
ELEV 94.58 TC 94.08 FL
ELEV 94.59 TC 94.09 FL
STA 16+40.00 "ATLANTIC AVE", 6.00' RT
ELEV 94.58 TC 94.08 FL
STA 16+60.00 "ATLANTIC AVE", 6.00' RT
ELEV 94.60 TC 94.10 FL
STA 16+80.00 "ATLANTIC AVE", 6.00' RT
ELEV 94.61 TC 94.11 FL
STA 17+00.00 "ATLANTIC AVE", 6.00' RT
ELEV 94.64 TC 94.14 FL
STA 17+20.00 "ATLANTIC AVE", 6.00' RT
STA 17+40.00 "ATLANTIC AVE", 6.00' RT
STA 17+60.00 "ATLANTIC AVE", 6.00' RT
STA 17+80.00 "ATLANTIC AVE", 6.00' RT
STA 18+00.00 "ATLANTIC AVE", 6.00' RT
STA 18+10.00 "ATLANTIC AVE", 5.61' RT
ELEV 94.68 TC 94.18 FL
ELEV 94.72 TC 94.22 FL
ELEV 94.77 TC 94.27 FL
ELEV 94.84 TC 94.34 FL
STA 18+10.00 "ATLANTIC AVE", 6.50' LT
STA 18+10.00 "ATLANTIC AVE", 8.00' RT
STA 16+32.00 "ATLANTIC AVE", 6.50' LT
STA 16+32.00 "ATLANTIC AVE", 8.00' RT
SAWCUT

SAWCUT JOIN EXIST
ELEV 94.88 TC 94.38 FL
1 2
3 4 5
6 STA 16+35.00 "ATLANTIC AVE", 6.00' RT BC
STA 16+35.00 "ATLANTIC AVE", 4.00' RT EC
STA 17+60.00 "ATLANTIC AVE", 1.88' RT EC
7 STA 17+80.00 "ATLANTIC AVE", 2.38' LT BC
STA 18+00.00 "ATLANTIC AVE", 4.50' LT EC
8 No. R

CURVE DATA
T L
152
152
153
153
1 2
3 4
5 6
7 8

74.08'

74.08'

74.10'

74.10'

7.50'

1.00'

95.18'

95.18'
1800
1800
120
120
--
--

10.00'

10.00'

10.19'

10.19'

10.11'

10.11' 20.15'

20.15'

3.14'

23.56'

20.25'

20.25'

19.88'

19.88'
STA 16+10.00 "STATE ST", 2.00' LT
ELEV 90.91 TC 90.41 FL
STA 16+10.00 "STATE ST", 13.00' RT
ELEV 90.74 TC 90.24 FL
496

PUBLIC WORKS DEPARTMENT

BENCHMARK
NO. DESCRIPTION

REVISIONS
DATE

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
CONSTRUCTION DETAILSUNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM DRAWN BY:

DESIGNED BY:

DATE:

OF
PLAN FILE NO.:
65SHEET
SCALE:
1" = 10' FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
17+00
18+00 19+00
5' 10'0' 20'
SCALE: 1" = 10'
16 ELEV 90.84 TC 90.34 FL
STA 17+80.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.84 TC 90.34 FL
ELEV 90.87 TC 90.37 FL
STA 16+40.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.90 TC 90.40 FL
STA 16+60.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.92 TC 90.42 FL
STA 16+80.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.95 TC 90.45 FL
STA 17+00.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.98 TC 90.48 FL
STA 17+20.00 "IMPERIAL HWY", 4.00' RT
ELEV 91.01 TC 90.51 FL
STA 17+40.00 "IMPERIAL HWY", 4.00' RT
ELEV 91.00 TC 90.50 FL
STA 17+60.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.82 TC 90.32 FL
STA 16+19.00 "IMPERIAL HWY", 5.00' RT
ELEV 90.81 TC 90.31 FL
ELEV 90.83 TC 90.33 FL
STA 16+40.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.90 TC 90.40 FL
STA 16+60.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.95 TC 90.45 FL
STA 16+80.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.93 TC 90.43 FL
STA 17+00.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.85 TC 90.35 FL
STA 17+20.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.85 TC 90.35 FL
STA 17+40.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.91 TC 90.41 FL
STA 17+60.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.81 TC 90.31 FL
STA 18+00.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.86 TC 90.36 FL
STA 18+20.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.88 TC 90.38 FL
STA 18+40.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.86 TC 90.36 FL
STA 18+60.00 "IMPERIAL HWY", 4.00' RT
ELEV 90.84 TC 90.34 FL
ELEV 90.84 TC 90.34 FL
STA 18+80.00 "IMPERIAL HWY", 3.38' RT
ELEV 90.87 TC 90.37 FL
ELEV 90.93 TC 90.43 FL
STA 19+00.00 "IMPERIAL HWY", 1.00' LT
ELEV 90.99 TC 90.49 FL
ELEV 90.88 TC 90.38 FL
STA 19+20.00 "IMPERIAL HWY", 5.00' LT
ELEV 90.76 TC 90.26 FL
ELEV 90.80 TC 90.30 FL
STA 17+80.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.77 TC 90.27 FL
STA 18+00.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.80 TC 90.30 FL
STA 18+20.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.81 TC 90.31 FL
STA 18+40.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.80 TC 90.30 FL
STA 18+60.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.78 TC 90.28 FL
STA 18+70.00 "IMPERIAL HWY", 6.00' RT
ELEV 90.77 TC 90.27 FL
STA 18+80.00 "IMPERIAL HWY", 5.63' RT
ELEV 90.75 TC 90.25 FL
STA 19+00.00 "IMPERIAL HWY", 4.89' RT
ELEV 90.76 TC 90.26 FL
STA 19+20.00 "IMPERIAL HWY", 4.15' RT
ELEV 90.74 TC 90.24 FL
STA 19+37.50 "IMPERIAL HWY", 3.50' RT
ELEV 90.69 TC 90.19 FL
STA 19+40.00 "IMPERIAL HWY", 3.50' RT

IMPERIAL HIGHWAY AT STATE STREET MEDIAN ISLAND
SAWCUT
SAWCUT
SAWCUT
SAWCUT
STA 16+20.00 "IMPERIAL HWY", 4.00' RT EC
STA 16+20.00 "IMPERIAL HWY", 6.00' RT BC
STA 18+70.00 "IMPERIAL HWY", 4.00' RT BC
STA 18+90.00 "IMPERIAL HWY", 1.50' RT EC
STA 19+10.00 "IMPERIAL HWY", 3.50' LT BC
STA 19+30.00 "IMPERIAL HWY", 5.50' LT EC
"IMPERIAL HWY"
"IMPERIAL HWY"

MATCHLINE (BELOW LEFT)

MATCHLINE (ABOVE RIGHT)
STA 16+17.00 "IMPERIAL HWY", 2.00' RT
STA 17+56.46 "IMPERIAL HWY", 8.00' LT
STA 16+17.00 "IMPERIAL HWY", 8.00' RT
STA 19+50.00 "IMPERIAL HWY", 8.00' LT
STA 19+50.00 "IMPERIAL HWY", 5.50' RT
STA 19+37.50 "IMPERIAL HWY", 8.00' RT
STA 19+37.50 "IMPERIAL HWY", 5.50' RT
1 2 3
No. R

CURVE DATA
T L
112
--1.00'

81.25'
101.00'
1800
141 10.16'

10.10'

3.14'

20.21'

20.13'
1 2
3 STA 19+50.00 "IMPERIAL HWY", 5.98' LT

JOIN EXIST
ELEV 90.56 TC 90.06 FL
STA 19+50.00 "IMPERIAL HWY", 3.72' RT

JOIN EXIST
ELEV 90.66 TC 90.16 FL
ELEV 90.67 TC 90.17 FL
STA 19+40.00 "IMPERIAL HWY", 5.50' LT
497

PUBLIC WORKS DEPARTMENT

BENCHMARK
NO. DESCRIPTION

REVISIONS
DATE

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
CONSTRUCTION DETAILSUNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM DRAWN BY:

DESIGNED BY:

DATE:

OF
PLAN FILE NO.:
65SHEET
SCALE:
1" = 10' FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
31+00 32+00 33+00
34+00
35+00
36+00
5' 10'0' 20'
SCALE: 1" = 10'
17 ELEV 90.39 TC 89.89 FL
SAWCUT
ELEV 90.27 TC 89.77 FL
STA 31+20.00 "IMPERIAL HWY", 7.00' RT
ELEV 90.68 TC 90.18 FL
STA 31+40.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.01 TC 90.51 FL
STA 31+60.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.12 TC 90.62 FL
STA 31+80.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.22 TC 90.72 FL
STA 32+00.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.29 TC 90.79 FL
STA 32+20.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.36 TC 90.86 FL
STA 32+40.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.42 TC 90.92 FL
STA 32+60.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.47 TC 90.97 FL
STA 32+80.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.52 TC 91.02 FL
STA 33+00.00 "IMPERIAL HWY", 7.00' RT
ELEV 91.58 TC 91.08 FL
ELEV 91.64 TC 91.14 FL
STA 33+40.00 "IMPERIAL HWY", 3.77' RT
ELEV 90.37 TC 89.87 FL
ELEV 90.29 TC 89.79 FL
STA 31+20.00 "IMPERIAL HWY", 9.00' RT
ELEV 90.56 TC 90.06 FL
STA 31+40.00 "IMPERIAL HWY", 9.00' RT
ELEV 90.86 TC 90.36 FL
STA 31+60.00 "IMPERIAL HWY", 9.00' RT
ELEV 90.99 TC 90.49 FL
STA 31+80.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.09 TC 90.59 FL
STA 32+00.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.16 TC 90.66 FL
STA 32+20.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.22 TC 90.72 FL
STA 32+40.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.25 TC 90.75 FL
STA 32+60.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.26 TC 90.76 FL
STA 32+80.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.31 TC 90.81 FL
STA 33+00.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.33 TC 90.83 FL
STA 33+20.00 "IMPERIAL HWY", 9.00' RT
ELEV 91.37 TC 90.87 FL
STA 33+40.00 "IMPERIAL HWY", 8.37' RT
STA 33+23.00 "IMPERIAL HWY", 9.00' RT
STA 33+10.00 "IMPERIAL HWY", 1.00' LT
STA 33+10.00 "IMPERIAL HWY", 12.00' LT
ELEV 91.53 TC 91.03 FL
STA 30+96.00 "IMPERIAL HWY", 1.00' LT
ELEV 91.57 TC 91.07 FL
STA 33+80.00 "IMPERIAL HWY", 5.80' LT
ELEV 91.53 TC 91.03 FL
STA 34+00.00 "IMPERIAL HWY", 8.99' LT
ELEV 91.57 TC 91.07 FL
STA 34+20.00 "IMPERIAL HWY", 8.59' LT
ELEV 91.63 TC 91.13 FL
STA 34+40.00 "IMPERIAL HWY", 7.68' LT
ELEV 91.69 TC 91.19 FL
STA 34+60.00 "IMPERIAL HWY", 6.77' LT
ELEV 91.72 TC 91.22 FL
STA 34+80.00 "IMPERIAL HWY", 5.86' LT
ELEV 91.76 TC 91.26 FL
ELEV 91.78 TC 91.28 FL
STA 35+20.00 "IMPERIAL HWY", 5.00' LT
ELEV 91.83 TC 91.33 FL
STA 35+40.00 "IMPERIAL HWY", 5.00' LT
ELEV 91.84 TC 91.34 FL
STA 35+60.00 "IMPERIAL HWY", 5.00' LT
ELEV 91.82 TC 91.32 FL
ELEV 91.50 TC 91.00 FL
STA 33+80.00 "IMPERIAL HWY", 6.89' RT
ELEV 91.55 TC 91.05 FL
STA 34+00.00 "IMPERIAL HWY", 6.15' RT
ELEV 91.60 TC 91.10 FL
STA 34+20.00 "IMPERIAL HWY", 5.41' RT
ELEV 91.66 TC 91.16 FL
STA 34+40.00 "IMPERIAL HWY", 5.00' RT
ELEV 91.70 TC 91.20 FL
STA 34+60.00 "IMPERIAL HWY", 5.00' RT
ELEV 91.72 TC 91.22 FL
STA 34+80.00 "IMPERIAL HWY", 5.00' RT
ELEV 91.73 TC 91.23 FL
STA 35+00.00 "IMPERIAL HWY", 5.00' RT
ELEV 91.75 TC 91.25 FL
STA 35+20.00 "IMPERIAL HWY", 5.00' RT
ELEV 91.83 TC 90.33 FL
ELEV 91.91 TC 91.41 FL
ELEV 91.64 TC 91.14 FL
ELEV 91.43 TC 90.93 FL
ELEV 91.56 TC 91.06 FL
ELEV 91.54 TC 91.04 FL
ELEV 91.53 TC 91.03 FL
ELEV 91.72 TC 91.22 FL
ELEV 91.76 TC 91.26 FL
STA 30+96.00 "IMPERIAL HWY", 11.00' RT
STA 35+79.00 "IMPERIAL HWY", 12.00' LT
STA 35+79.00 "IMPERIAL HWY", 9.00' RT
STA 33+90.05 "IMPERIAL HWY", 9.00' RT
STA 33+90.05 "IMPERIAL HWY", 11.00' RT
STA 33+10.00 "IMPERIAL HWY", 7.00' RT BC
ELEV 91.33 TC 90.83 FL
STA 33+60.00 "IMPERIAL HWY", 1.00' LT
STA 33+60.00 "IMPERIAL HWY", 7.63' RT
STA 30+99.21 "IMPERIAL HWY", 9.00' RT BC
STA 30+99.21 "IMPERIAL HWY", 7.00' RT EC
ELEV 91.65 TC 91.15 FL
STA 33+43.33 "IMPERIAL HWY", 3.00' RT EC
STA 33+83.22 "IMPERIAL HWY", 6.57' LT BC
STA 34+10.00 "IMPERIAL HWY", 9.04' LT PCC
STA 35+74.57 "IMPERIAL HWY", 1.06' LT ECSTA 33+90.05 "IMPERIAL HWY", 6.52' RT BC STA 34+31.00 "IMPERIAL HWY", 5.00' RT EC / BC
STA 34+39.43 "IMPERIAL HWY", 5.00' RT PRC
STA 34+60.00 "IMPERIAL HWY", 2.50' RT EC
SAWCUT
SAWCUT
SAWCUT
"IMPERIAL HWY"
"IMPERIAL HWY"

MATCHLINE (BELOW LEFT)

MATCHLINE (ABOVE RIGHT)
STA 33+20.00 "IMPERIAL HWY", 6.64' RT
1 2
3 4
STA 34+99.00 "IMPERIAL HWY", 5.00' LT EC / BC
STA 35+74.00 "IMPERIAL HWY", 5.00' LT PCC
5 6
7 8
9 No. R

CURVE DATA
T L
1 2 134 16.91' 33.65'
3 86.47' 13.76' 27.29'
4 45.19' 90.20'
5 37.92' 75.74'
6 1653 15.78'
7 20.29' 40.56'
8 105 53.90'
9 99.56' 115 10.35' 20.62'

1.00'
140.86'
572.78'
570.30'

2.00'
559.54'
560.30'
-- 3.14'

5.78'
107.47'
1800
180
090
073
040

IMPERIAL HIGHWAY AT LONG BEACH BLVD MEDIAN ISLAND
498
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 12+00
13+00
14+00 15+00 16+00 17+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
10'
10'
10'
10'11'
11'11'20'
11'20'
11'
11'

OAKWOOD AVE

BEECHWOOD AVE
(20')
(20') (20')
50'
58'

STATE ST
50' 50'
62'
(20') (12') (12') (20')
(20')
(12') (12')
11'
13' 24'
13' 24'
50'
100'
100'
120'
60' 60'
7 L=388'

TYPE IV(L)
2 TYP.
5 1
1 2
2 2
24 L=322' 6
L=241'
3 L=50'
4 L=245'
5 2 TYP.

TYPE IV(L)
3 L=50'
4 L=149'
3 L=50'
6 L=118'
3 L=50'
6 L=123'
4 L=63'
3 L=50'

TYPE IV(L)
1 TYP.
5 2 TYP.
5 TYPE IV(L)
12' 12'
(21.5') (19.5')

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

MATCH EXIST STRIPING

BEG TAPER
STA 11+00.00 "IMPERIAL HWY", 5.00' RT
STA 11+60.00 "IMPERIAL HWY", 5.00' LT

END TAPER
STA 18+70.00 "IMPERIAL HWY", 17.00' RT
STA 19+10.50 "IMPERIAL HWY", 15.50' RT

BEG TAPER

MATCH EXIST STRIPING

END TAPER
STA 17+34.50 "STATE ST", 26.00' RT
W=10'
L=60'
10 24.5' 12.5'

12.5'
120'

24.5'
10 L=23.6'
ONE
WAY
LIMIT
SPEED
45 STOP

EXISTING ROADSIDE SIGN TO REMAIN

PROPOSED ROADSIDE SIGN AND POST

REMOVE ROADSIDE SIGN AND POST
EXISTING ROADSIDE SIGN (1 POST)
EXISTING ROADSIDE SIGN (2 POSTS)
PROPOSED ROADSIDE SIGN (1 POST)
PROPOSED ROADSIDE SIGN (2 POSTS)
LEGEND

EXISTING SIGN ON POLE ARM
18 SR4-1(CA)
MARKERS PER CALTRANS STD PLAN A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
R30(CA)
R30(CA)
R5-2
R9-3bP
R30(CA)
R9-3bP
R9-3
R30(CA)
R30(CA)
R30(CA)
R30(CA)R5-2
R30(CA)
R1-1
R30(CA)
R30(CA)
R2-1(40)
R30(CA)R30(CA) N-1
R6-2
R4-7
R30(CA)
R30(CA)
R30(CA)
SPEC
SPEC
R2-1(35)
SNS
SNS
R1-1
R2-1(45)
R3-5(R)
R3-7
R4-7
R5-2-SPEC
R6-2
W4-2R

SIGN LEGEND
OM1-1
R6-2
R4-7
OM1-1
N-1
R10-12
SW24-2(CA)
SW24-3(CA)
W11-8
W11-8
R49(CA)
R10-7
R30(CA)
R9-3
R36(CA)
R14-1
SR-56(CA)
SR4-1(CA)

RIGHT LANE
MUST

TURN RIGHT

COMMERCIAL

VEHCILES

PROHIBITED
OVER 5 TONS
TRUCK
ROUTE

INTERSECTION
BLOCK
NOTDO
NO
IT ME
YNA

STOPPING

PARKING
TIME
YNA
YIELD

ON GREEN

LEFT TURN
AHEAD

IMPERIAL HWY
R30(CA)
L=3.1'
R26(CA)
SPEC
R30(CA)
R1-1
R30(CA)
R49(CA) SPEC
R1-1
SPECR49(CA)
6 L=337'
6 L=332'
3 L=50'
6 L=195'
3 L=50'
3 L=50'
D9-6
ONLY
OVER 5 TONS
PHOTO

ENFORCED
SCHOOL
SPEED
LIMIT
25 WHEN

CHILDREN

ARE PRESENT
R26(CA)
R26(S)(CA)
..
6 TO
9 G
MA7
TO
4 P
MP ..

N

TP USXE EC
RA IK
DN YA

USE CROSSWALK

NO PED CROSSING
+5.37
+96.16
+21.41
+2.15
STA 18+70.00 "IMPERIAL HWY", 17.00' LT

MATCH EXIST STRIPING
499
24+00
25+00
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
35+00
36+00
12+00
13+00
14+00
15+00
16+00
17+00
13+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
50'50'
50' 55'
50'50'
45'47'
65' 51'

IMPERIAL HWY

LONG BEACH BLVD
116'
92'
100'
100'
105'
1 1
2 2
2 2
3 L=50'
3 L=50'
3 L=50'
3 L=50'
4 L=100'
4 L=164'
4 L=208'
4 L=207'
1 TYP.
5 5
4 TYP.

TYPE IV(L)

TYPE IV(L)
2 TYP.
5 TYPE IV(R)
1 TYP.
5 6
L=304'
6 L=311'
6 L=656'
6 L=647'
7 L=410'
8 L=242'
9 L=98'
9 L=110'
9 L=98'
10'11' 19'11'11'12'
18' 10' 10'10'10' 14'
20'
12'
23' 11' 11' 19'
4 L=250'
8 L=26'
7 L=279'
2 TYP.
5 TYPE IV(L)
R=70'

PEACH ST

OAKWOOD AVE

TYPE VII(R)

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W
STA 33+10.00 "IMPERIAL HWY", 23.00' LT
BEG TAPER STA 35+00.00 "IMPERIAL HWY", 17.00' LT

END TAPER
STA 33+23.00 "IMPERIAL HWY", 19.00' RT

BEG TAPER
STA 36+00.00 "IMPERIAL HWY", 17.00' RT

END TAPER
STA 36+00.00 "IMPERIAL HWY", 5.00' LT

END TAPER
W=10'
L=60'
W=10'
L=60'
STA 27+35.00 "IMPERIAL HWY", 3.00' RT

BEG TAPER
STA 27+95.00 "IMPERIAL HWY", 7.00' LT

END TAPER
MATCH LINE STA 36+50
SEE SHEET 20
11 L=38'
11 L=155'
10 L=3.14'
19 SR-56
SR-56
SR-56
R5-2
R30(CA)
R30(CA)
R30(CA)
R2-1(40)
SR-56
SR-56
R14-1
R14-1
R30(CA)
R3-7
R30(CA)
R30(CA)
R30(CA)
SR-56
SNS
R30(CA)
R5-2
W4-2
R2-1(35)
W4-2
R26(S)(CA)
R26K(CA)
R1-1
R26K(CA)
SNS
R5-2 SPEC
SPEC
SPEC
R26(S)(CA)
R30(CA)D9-6
R5-2
R30(CA)
SNS
3 L=50'
3 L=50'
STA 35+74.57 "IMPERIAL HWY", 1.06' LT

BEG TAPER
12'
10'
+24.43
+80.03
+14.55
+83.33
STA 25+55.00 "IMPERIAL HWY", 7.00' LT
500
13+00 14+00
15+00 16+00 17+00 18+00 19+00
37+00 38+00 39+00 40+00 41+00 42+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
50'
50' 50'

CALIFORNIA AVE
50'
20' 20'
40' 40'
100'
40'
100'
80'
1 1
2 2
2 2
3 L=50'
4 L=113'
4 L=93'
4 L=196'
2 TYP.
5 TYPE IV(L)
2 TYP.
5 TYPE IV(L)

TYPE IV(R)
1 TYP.
5 6
L=163'
7 L=262'
7 L=119'
8 L=60'
10' 12' 20'12'20'
12'10' 12'
VAR 11' 10' VAR
19' 11' 10' 20'
(20') (10')(10') (20')
(21') (20')(12') (12')

LOS FLORES BLVD

IMPERIAL HWY
STA 40+70.00 "IMPERIAL HWY", 4.00' RT

BEG TAPER
STA 41+30.00 "IMPERIAL HWY", 6.00' LT

MATCH EXIST STRIPING

END TAPER
STA 15+14.34 "CALIFORNIA AVE", 16.39' RT

BEG TAPER
STA 16+45.00 "CALIFORNIA AVE", 10.00' RT

END TAPER
STA 17+15.00 "CALIFORNIA AVE", 10.00' RT

BEG TAPER
STA 17+75.00 "CALIFORNIA AVE"

MATCH EXIST STRIPING

END TAPER

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/WEXIST R/W
W=10'
L=60'
W=10'
L=60'
MATCH LINE STA 36+50
SEE SHEET 19
3 L=50'
20 R2-1(25)
R1-1
SPEC
R30(CA)
R30(CA)
R30(CA)
R30(CA)
R30(CA)
R30(CA)
R30(CA)
R1-1
R1-1
R30(CA)
R26(S)(CA)
SPEC
R30(CA)
6 L=123'
6 L=129'
3 L=50'
3 L=50'

BEG TAPER
STA 17+15.00 "CALIFORNIA AVE", 11.00' LT
STA 17+75.00 "CALIFORNIA AVE"

MATCH EXIST STRIPING

END TAPER
21' 20'
+69.74
+98.58
+36.40
+17.85
501
18+00
19+00
20+00
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES

BULLIS RD
50'
50'50'
100'
50'
65'
25'
40'
1 2
2 3
3 L=50'
3 L=50'
4 L=201'
4 L=201'
4 L=100
4 L=110'
L=58'
5 TYPE IV(L)
4 TYP.
5 3 TYP.

TYPE VI
6 L=367'
6 L=353'
6 L=156'
7 L=206'
8 L=204'
8 L=227'
5 1 TYP.

TYPE IV(L)
VAR12'
10'11'10'11'
VAR11'12'11.5'
11'(20.5')
(12') (20')
(11')
14'10'
(20.5')
R=1.5'
100'
(11')(12')

OTIS ST

CARSON DR

M CNERNEY AVE

FRACAR AVE

ALEXANDER AVE

LYNDORA ST
9 L=83'
9 L=57'

IMPERIAL HWY
STA 73+25.55 "IMPERIAL HWY", 19.67' LT

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W
BC STA 73+25.77 "IMPERIAL HWY", 7.68' LT
STA 74+67.10 "IMPERIAL HWY", 23.96' LT

END TAPER
STA 18+57.29 "BULLIS RD", 6.20' LT
STA 77+88.29 "IMPERIAL HWY", 6.00' LT

END TAPER
STA 77+28.34 "IMPERIAL HWY", 6.50' RT

BEG TAPER
STA 76+88.29 "IMPERIAL HWY", 6.50' RT

BEG TAPER
STA 76+88.29 "IMPERIAL HWY", 24.50' LT

BEG TAPER

END TAPER
"IMPERIAL HWY", 17.00' LT
STA 78+90.38

MATCH EXIST STRIPING

END TAPER
W=12'
L=60'
W=16'
L=100'

EXIST R/W

EXIST R/W
11 L=78'
11 L=35'
EC STA 73+94.37 "IMPERIAL HWY", 4.26' RT
PCC STA 73+94.78 "IMPERIAL HWY", 1.31' RT
R=235.29'
R=59.66'
21 R36(CA)
R2-1(35)
R10-12
R26(CA)
R1-1
R30(CA)
SNS
R10-7
R26(CA)
R2-1(40)
SNSSPEC R26(CA)
SPEC
R30(CA)
SPEC
R1-1
R30(CA)
R36(CA)
SNS
R1-1
R30(CA)
R36(CA)
R30(CA)
R26(CA)
SNS
R36(CA)
R30(CA)
R3-3
R1-1
SNS
R30(CA)
R1-1
R26(CA)
R26(CA)
R1-1
SNS
R30(CA)
R30(CA)
SPEC
SNS
R30(CA)
R3-3
R30(CA)
"IMPERIAL HWY", 9.79' LT
STA 77+88.29
R26(S)(CA)
R30(CA)
R26(S)(CA)
STA 71+70.00 "IMPERIAL HWY"

MATCH EXIST STRIPING

BEG TAPER
STA 72+50.00 "IMPERIAL HWY", 6.24' LT
14'18'
18'
+67.09
+83.59
502

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
113+00 114+00 115+00 116+00 117+00
118+00
119+00
120+00
121+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
11+00
12+00

IMPERIAL HWY

ATLANTIC AVE

ATLANTIC AVE

LOS FLORES BLVD
50'
50'
50'

57.5'
50'
50'
50'
50'
50'
50'
50'

LINDEN ST
50'
100'
100'
100'
107.5'
100'
100'

12.5'17' 12'12'12' 17'
17' 12'10'12' 17'
(17')(12')
(17')
12'10'12'13'10'
18'
10'
13'
12'
10'
12'
18'
3 L=50'3
L=50'
4 L=70'
4 L=300'
3 L=50'
3 L=50'
4 L=151'
4 L=225'

TYPE IV(L)
2 TYP.
5 1 TYP.
5 TYPE IV(R)

TYPE IV(L)
2 TYP.
5 2 TYP.
5 TYPE IV(R)
6 L=326'
6 L=315'
6 L=186'
6 L=173'
7 L=231'
7 L=195'
4 L=18'
2 2
2 3
L=50'
3 L=50'
4 L=138'

TYPE IV(L)
2 TYP.
5 1 TYP.
5 TYPE VII(R)
6 L=162'
6 L=146'
7 L=207'
VAR12'12'12'19'
(12')(12') (19')(12')(19')
(17')
(12')
(11')
(22')
(10)

EXIST R/WEXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/WEXIST R/W
"IMPERIAL HWY", 6.00' RT
STA 114+54.87

MATCH EXIST STRIPING

BEG TAPER
"IMPERIAL HWY", 6.00' LT
STA 115+14.87

END TAPER
STA 18+10.00 "ATLANTIC AVE", 18.00' RT
"ATLANTIC AVE", 5.00' RT
STA 10+80.00

BEG TAPER
"ATLANTIC AVE", 5.00' LT
STA 11+40.00

END TAPER
W=10'
L=60'
MATCH LINE STA 12+10

SEE BELOW LEFT
MATCH LINE STA 12+10

SEE ABOVE RIGHT
MATCH

LINE STA 121+50
SEE SH
EET 23
ST JAM
ES AVE

SOUTH GATECITY OF

LYNWOODCITY OF
10 L=3.14'

EXIST R/W
22 R10-12
R30(CA)
R30(CA)
SR-56
SNS
R1-1
SR-56
R10-12
R3-7
R30(CA)
SR-56
SPECR30(CA)SPEC
R30(CA)
SPEC
R30(CA)
SR-56
R1-1
R30(CA)
SPEC
R3-7
SR-56
R30(CA)
R2-1(35)
R30(CA)
SPEC
R1-1
R30(CA)
SPEC
SPEC
R30(CA)
"ATLANTIC AVE", 17.00' RT
STA 10+62.00
(12')
503

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
1851 E First Street, Suite 1400
Santa Ana, CA 92705
Tel. (714) 442-2800
BE 2' WIDE.

SPACE BETWEEN MARKINGS SHALL BE 3', MARKINGS SHALL
CALTRANS STD PLAN A24F. CROSSWALKS SHALL BE 15' WIDE,

PLACE WHITE THERMOPLASTIC CONTINENTAL CROSSWALK, PER
ON EACH END.

INSTALL 6" SOLID WHITE LINE, WITH RETROREFLECTIVE MARKER ARROW PER CALTRANS STD A24A PER PLAN.

PLACE WHITE THERMOPLASTIC PAVEMENT MARKING
1 2
3 4
5 6
7 8
9 10
11 PER CALTRANS STD PLAN A20B DETAIL 29.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
12 REMOVE EXISTING CITY OF LYNWOOD SPECIALTY SIGN (MOUNTED ON GANTRY).

TRAFFIC STRIPING, MARKING, AND SIGNING NOTES:

STRIPING & SIGNING PLAN
INSTALL YELLOW CURB MARKING.

INSTALL RED CURB MARKING.
13 20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:
65SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
14 REMOVE EXISTING CONTROLLER AND FOUNDATION, REUSE EXISTING CONDUIT(S). 15 PER THE SPECIFICATIONS.

PROVIDE THE INTENDED OPERATION SHOWN ON THIS PLAN IN THE SIGNAL PHASE DIAGRAM AND 332 CABINET. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT AND APPURTENANCES TO

SYSTEMS OR EQUAL COMPLETE IN SEPARATE CABINET WITH ANTI-GRAFFITI COATING MOUNTED TO MONITOR AND 270 7G GPS MODULE AND ANTENNA. FURNISH AND INSTALL CLARY BATTERY BACKUP ISOLATION MODULE AND (12) SWITCH PACKS. FURNISH AND INSTALL TYPE 2010 CONFLICT COMPLETE PER CALTRANS STANDARD PLAN ES-3C WITH 2070E CONTROLLER, D4 PROGRAM. (4) PED FURNISH AND INSTALL NEW TYPE 332 CABINET WITH ANTI-GRAFFITI COATING AND FOUNDATION INSTALL ROADSIDE SIGN (MOUNTED ON GANTRY), SEE DETAIL A.

FEBRUARY/2023
DATE:

APPROVED BY:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
DATE ADJ. QUAD.

ELEV.NO. Y7199 93.249
2013 SOUTH GATE
CALTRANS STD PLAN RSP A20D DETAIL 38.

INSTALL 8" SOLID WHITE CHANNELIZING LINE, PER
CALTRANS STD PLAN RSP A24G 5' BEHIND BACK OF CROSSWALK.

PLACE 12" WIDE WHITE THERMOPLASTIC LIMIT LINE, PER
MARKERS PER CALTRANS STD PLAN RSP A20A DETAIL 9.

PLACE 6" WHITE SKIP LANE LINES WITH RETROREFLECTIVE
PER CALTRANS STD PLAN RSP A20A DETAIL 22.

PLACE DOUBLE YELLOW NO PASSING ZONE-TWO DIRECTION
PER CALTRANS STD PLAN RSP A20D DETAIL 40.

PLACE 6" WHITE EXTENSION LINE THROUGH THE INTERSECTION
H. TONG
M. HYNES
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
CIVIL
06-30-23
C 67872

MICHAEL HYNES
122+00 123+00 124+00 125+00 126+00 127+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
W

RIGHT RD

IMPERIAL HWY
50' 50'
30'
30'
33'
45'

CITY OF SOUTH GATECITY OF LYNWOOD

PENDLETON AVE

ST JAMES AVE
1 1
2 2
2 4
L=346'
7 L=347'

TYPE IV(L)
4 TYP.
5 TYPE IV(R)
1 TYP.
5 TYPE IV(L)
1 TYP.
5 1 TYP.
5 TYPE VII(R)
9 L=94'
9 L=86'
1 TYP.
5 TYPE VIII
100'
60'
78'

16.5'
10'10' 20'

16.5'10'10' 20'
25'
10'

21.5'
STA 16+10.00 "WRIGHT RD", 14.00' RT

BEG TAPER

END TAPER
STA 17+12.50 "WRIGHT RD", 9.00' RT

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/WEXIST R/W

EXIST R/W

EXIST R/W
STA 17+66.87 "WRIGHT RD", 9.00' RT
MATCH LINE STA 121+50
SEE SHEET 22
1 TYP.
13 1 TYP.
13 1 TYP.
13 1 TYP.
13 R3-6(R)

HOSPITAL

SPEC SIGN
4 L=194'
4 TYP.
12 SPEC SIGN

FWY ONLY(L)

SPEC SIGN
R3-5(L)
23 R3-7
R30(CA)
R30(CA)

SPEC SNS
R30(CA)
R2-1(25)
R4-7
SPEC
SPEC
R5-2
SPEC
R9-3bP
R9-3
SNS
R14-1
R3-7
R49(CA)
SW24-3(CA)
SPEC
R30(CA)
SW24-2(CA)
R30(CA)
R49(CA)
R49(CA)
R30(CA)
R30(CA)
R49(CA)
SNS
SNS
R1-1
R2-1(35)
R30(CA)
R30(CA)
SPEC
SNS
SNS
SW24-2(CA)
R4-7
R30(CA)
1514

DETAIL A
R3-5(L) ONLY(L)
FWY
SIGN
SPEC

HOSPITAL

SPEC SIGN
Š" Á Galv BOLT, NUT AND

FIBER WASHER
SLOT Galv STEEL OR ALUMINUM CHANNEL
1†" x 1…" x 0.105" CONTINUOUS
DRILL AND TAP FOR …" Á

CAP SCREW WITH LOCK WASHER

LOCK WASHER

INSTALL THRU CHANNEL
HEAD BOLT, NUT AND LOCK WASHER.

SAFETY STOP-‚" Á Galv Hex
Š" Á Galv Hex HEAD BOLT, NUT AND
1‚ NPS x 0.105" Galv PIPE CLAMP

GANTRY MAST ARM
2"
"

SIGN PANEL

TOP OF SIGN LEVEL
3"
2"
4"
4"
3'-9" Max
2'-6" Max

SIGN AREA
14 SQFT

SIGN WEIGHT
44 lb
Max
Max
3'-9" Max

SIDE VIEWREAR VIEW

SIGN MOUNTING DETAILS
AA

SECTION A-A

PIPE CLAMP

CHANNEL

ONLY ONLY
FWY
R3-6(R)

HOSPITAL EXISTING SIGN GANTRY
10'10' 16.5'ETW ETW

NO SCALE
+96.29
+89.25
+32.81
504

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:

SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DATE ADJ. QUAD.

ELEV.NO.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
CONSTRUCTION NOTES:

TRAFFIC HANDLING PLAN - TITLE SHEET
LEGEND:

CHANNELIZERS (SURFACE MOUNTED)

PLASTIC TRAFFIC DRUMS

CONSTRUCTION AREA SIGN

TYPE II BARRICADE

TYPE III BARRICADE

FLASHING ARROW BOARD
65 FEBRUARY/2023
DATE:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
Y7199 93.249
SOUTH GATE2013

DIRECTION OF TRAVEL
1 2

CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE

TYPE III BARRICADE
10 11

CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
13 PLASTIC TRAFFIC DRUMS
14 15

FLASHING ARROW BOARD (L/R/DBL)

PAINTED PAVEMENT ARROW (TYPE IV(R))

PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)

PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)

TISCARENO
CESAR
79951
9/30/24 C. TISCARENO
A. MARTINEZ
11+00
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1 8+00
24 TRAFFIC HANDLING GENERAL NOTES:

VICINITY MAP

NO SCALE

IMPERIAL HIGHWAY

IMPERIAL HIGHWAY

ATLANTIC AVE

STATE ST

CALIFORNIA AVE

PEACH ST

LONG BEACH BLVD

MARTIN LUTHER

KING JR BLVD

BULLIS RD
W
RIG
HT RD
MARKOUT CENTERLINE OR SCAR OF A SANDBLASTED CENTERLINE, AS APPLICABLE.

TEMPORARY REFLECTIVE RAISED PAVEMENT MARKERS SHALL BE MAINTAINED ADJACENT TO ANY TEMPORARY CENTERLINE, 34.

THERMOPLASTIC STRIPING MAY PROCEED ONLY AFTER APPROVAL OF MARKOUT BY THE AGENCY AND INSPECTOR.

MARKOUT. THE CONTRACTOR SHALL CORRECT ALL ERRORS IN MARKOUT REQUESTED BY THE INSPECTOR. THE INSTALLATION OF

33. THE CONTRACTOR SHALL CONTACT THE AGENCY AND INSPECTOR AT LEAST TEN (10) WORKING DAYS BEFORE BEGINNING THE INSPECTOR. PRIMER AND SEALERS ARE REQUIRED AS APPROVED BY THE INSPECTOR.

OF THE PROPOSED STRIPING. STRIPING AND PAVEMENT MARKINGS SHALL BE IN HOT APPLIED ALKYD THERMOPLASTIC APPROVED BY MARKOUT SHALL BE BY HEAVY PAINT BRUSH MARKINGS OVER A PULLED ROPE IN THE RESPECTIVE WHITE AND YELLOW COLORS 32.

DURING THE CONSTRUCTION PROCESS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAINTING OF ALL EXISTING STRIPING THAT HAS BEEN DAMAGED 31.

STRIPING PLANS SEVEN (7) DAYS PRIOR TO PROJECT COMPLETION.

STRIPING. IF THERE IS NO RESTORATION PLAN IN THIS PACKAGE, CONTRACTOR SHALL CONTACT THE INSPECTOR FOR THE LATEST

WTCP STRIPING, SIGNING, AND OTHER WTCP-RELATED TRAFFIC CONTROL DEVICES PRIOR TO THE INSTALLATION OF THE FINAL RESTORATION STRIPING/PAVEMENT MARKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF ALL CONFLICTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR AND MATERIAL INVOLVED IN THE MARKOUT, AND INSTALLATION OF ALL 30.

CONSTRUCTION AREA
FOR REVIEW AND ACCEPTANCE.

ANY CHANGES TO CONSTRUCTION AREAS, WORK HOURS, AND/OR APPROVED PLANS SHALL BE SUBMITTED TO THE INSPECTOR 14.

THAT IS NOT INDICATED OR SPECIFIED ON THESE PLANS, REGARDLESS OF DURATION OR TIME PERIOD.

HOURS; 9AM-3PM. CONTRACTOR SHALL REQUEST APPROVAL FROM THE INSPECTOR FOR ANY ADDITIONAL TEMPORARY LANE CLOSURES

INSTALLATION OF ALL TRAFFIC CONTROLS, INCLUDING SIGNAL WORK AND STRIPING SHALL ONLY TAKE PLACE DURING OFF-PEAK THE IMPLEMENTATION OF TRAFFIC HANDLING PLANS, INCLUDING PAINT REMOVAL/GRINDING, MARK-OUT, LAYOUT AND 13.

OF THE DESIGNATED "CONSTRUCTION AREA" WHICH IS NEEDED FOR CONSTRUCTION AT ANY GIVEN TIME.

CONTRACTOR SHALL PERFORM WORK IN ONLY ONE STAGE AT A TIME. THE CONTRACTOR SHALL ONLY UTILIZE THAT PORTION 12.

AFFECTED RESIDENTS AND BUSINESSES.

CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FUNCTIONAL DRIVEWAYS AT ALL TIMES AND SHALL COORDINATE WITH ALL 11.

REMOVED IMMEDIATELY FROM THE SITE.

NOT BE STORED IN PUBLIC STREETS UNLESS OTHERWISE PERMITTED. AFTER PLACING BACKFILL, ALL EXCESS MATERIAL SHALL BE BY THE ENGINEER. EXCAVATED MATERIAL, EXCEPT THAT WHICH IS TO BE USED AS BACKFILL IN THE ADJACENT TRENCH, SHALL FIVE (5) DAYS AFTER IT IS NO LONGER NEEDED. TIME NECESSARY FOR REPAIR OR ASSEMBLY OF EQUIPMENT MAY BE AUTHORIZED

CONSTRUCTION EQUIPMENT SHALL NOT BE STORED AT THE WORK SITE BEFORE ITS ACTUAL USE ON THE WORK NOR FOR MORE THAN SHALL BE STORED ELSEWHERE BY THE CONTRACTOR AT THEIR EXPENSE UNLESS AUTHORIZED ADDITIONAL STORAGE TIME.

UNLOADING. ALL MATERIALS OR EQUIPMENT NOT INSTALLED OR USED IN CONSTRUCTION WITHIN FIVE (5) DAYS AFTER UNLOADING CONSTRUCTION MATERIALS SHALL NOT BE STORED IN STREETS, ROADS, OR HIGHWAYS FOR MORE THAN FIVE (5) DAYS AFTER 10.

REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY.

ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, 9.

WHETHER OR NOT IT IS DEPICTED ACCURATELY ON THESE PLANS.

IMPLEMENTATION OF A CONSTRUCTION STAGE. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNAGE AND STRIPING, THE STRIPING AND SIGNAGE SHOWN FOR REMOVAL ON THESE PLANS MAY BE DIFFERENT THAN WHAT EXISTS AT TIME OF 8.

PRIOR TO PLAN ACCEPTANCE.

IS RESPONSIBLE TO NOTIFY ALL AFFECTED AGENCIES, UTILITIES, AND PROPERTY OWNERS AT LEAST TEN (10) BUSINESS DAYS FOR ALL CONSTRUCTION INVOLVING STREET CLOSURES, DIRECTIONAL STREET CLOSURES, AND ALLEY CLOSURES, CONTRACTOR 7.

THE CITY OF LYNWOOD SHALL APPROVE ALL STREET, ALLEY, AND SIDEWALK CLOSURES. 6.

WITHIN ANY PRIVATE PROPERTY.

OTHER CITIES, COUNTY, AND/OR STATE RIGHT OF WAY, AND FROM PROPERTY OWNERS FOR STRIPING/TRAFFIC CONTROL DEVICES

CONTRACTOR SHALL OBTAIN APPROVAL FROM OTHER GOVERNMENT AGENCIES FOR STRIPING/TRAFFIC CONTROL DEVICES WITHIN THE CITY OF LYNWOOD HAS JURISDICTION FOR STRIPING/TRAFFIC CONTROL DEVICES WITHIN CITY RIGHT OF WAY. 5.

REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THEIR OWN EXPENSE.

ANY DAMAGE TO TRAFFIC SIGNAL DETECTOR LOOPS, CONDUITS, INTERCONNECTS, OR FIBER OPTIC CABLE SHALL BE 4.

OR ATSAC FIBER OPTIC CABLE.

ANY EXCAVATION OR CONSTRUCTION WITHIN 10-FEET OF EXISTING TRAFFIC SIGNAL DETECTOR LOOPS, CONDUIT, INTERCONNECTS, CONTRACTOR SHALL NOTIFY THE AFFECTED AGENCY'S SIGNAL MAINTENANCE SUPERVISOR FIVE (5) WORKING DAYS PRIOR TO 3.

NOTICE FOR POSSIBLE RELOCATION/ABANDONMENTS OF A BUS STOP.

BUS STOP WILL BE AFFECTED BY CONSTRUCTION ACTIVITIES OR THE PROPOSED IMPROVEMENTS. PROVIDE TWO-WEEK ADVANCE PERMITTEE SHALL COORDINATE WITH THE IMPACTED TRANSIT OPERATOR(S) PRIOR TO PLAN SUBMISSION WHEN ANY EXISTING 2.

TRAFFIC CONTROL DEVICES NECESSARY TO ENSURE PUBLIC SAFETY AT ALL TIMES DURING CONSTRUCTION.

CHANGES SHALL SUPERSEDE THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY INSTALLATION OF ANY TEMPORARY STRIPING FOR ALL CONSTRUCTION STAGES. THE CITY OF LYNWOOD RESERVES THE RIGHT TO CONTRACTOR SHALL CONTACT THE INSPECTOR AT LEAST FIVE (5) WORKING DAYS (TO INSPECT MARK OUT) PRIOR TO THE 1.

AROUND THE WORK AREA. PEDESTRIAN DETOURS SHALL BE CLEARLY MARKED WITH SIGNAGE AND BARRICADES PER CA MUTCD.

WHERE PEDESTRIAN ACCESS IS NOT FEASIBLE, CONTRACTOR SHALL PROVIDE A PEDESTRIAN DETOUR WITHIN REASONABLE DISTANCE CONTRACTOR SHALL PROVIDE ADA COMPLIANT AND MINIMUM 5FT WIDE CONTINUOUS ACCESS FOR PEDESTRIAN PASSAGEWAYS. 29.

CONTRACTOR SHALL PROVIDE ACCESS TO ALL FIRE HYDRANTS WITHIN AND ADJACENT TO THE WORK AREA AT ALL TIMES.28.

BARRICADE SUPPORT.

27. CONTRACTOR SHALL PROVIDE REFLECTORIZED CONES AT TYPE III BARRICADE SUPPORTS TO ALERT PEDESTRIANS OF THE SIMULTANEOUSLY.

WHEN REMOVAL IS REQUIRED BY CONSTRUCTION, CROSSWALK MARKINGS AND PEDESTRIAN SIGNAL HEADS SHALL BE COVERED 26.

ALL TEMPORARY SIGNAGE INSTALLED ADJACENT TO PEDESTRIAN TRAVEL WAY MUST ALLOW FOR ADA-COMPLIANT PASSAGEWAYS.25.

CONDITIONS/DETOURS WARRANT AND AS DEEMED NECESSARY BY THE INSPECTOR, EVEN IF THEY ARE NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL PROVIDE CHANGEABLE MESSAGE SIGNS/FLASHING ARROW BOARDS AND CONES/BARRICADES AS FIELD 24.

EDITION) AND AS DIRECTED BY THE INSPECTOR.

LOCATION AND SPACING OF TEMPORARY SIGNS AND DELINEATORS SHALL CONFORM TO THE CALIFORNIA MUTCD (LATEST 23.

CONVENIENCE AND SAFETY," AND 302-4.5 "PUBLIC CONVENIENCE AND TRAFFIC CONTROL." RELATED SECTIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, INCLUDING SECTION 7-10 "PUBLIC

FOLLOW THE CALIFORNIA MUTCD (LATEST EDITION) AND WATCH MANUAL (LATEST EDITION) ADOPTED BY THE AGENCY, AND ALL FOR OTHER REQUIREMENTS RELATED TO TRAFFIC HANDLING PLANS AND WORK AREA MAINTENANCE, THE CONTRACTOR SHALL 22.

ALL SIGNS, DELINEATORS, BARRICADES, ETC., SHALL CONFORM TO THE CALIFORNIA MUTCD (LATEST EDITION).21.

PERFORMING THE WORK SAFELY. APPROPRIATE ADVANCE SIGNS MUST ALSO BE INSTALLED, PER THE WATCH MANUAL.

WORK) AND HARD HAT, AS REQUIRED BY THE WATCH MANUAL, AND MUST BE PROPERLY TRAINED BY THE CONTRACTOR IN

OCTAGONAL STOP/ SLOW PADDLE, SHALL WEAR AN ORANGE SAFETY VEST (PADDLE AND VEST MUST BE REFLECTORIZED FOR NIGHT CONTRACTORS SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY CITY. A FLAGGER SHALL USE ONLY THE APPROVED 20.

WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA M.U.T.C.D.) LATEST EDITION.

ALL CONSTRUCTION RELATED WARNING SIGNS SHALL BE IN BLACK LEGEND WITH ORANGE BACKGROUND AND IN CONFORMANCE 19.

LESS THAN 6 MONTHS. DETOUR TAPE IS NOT PERMITTED.

LONGER THAN 6 MONTHS, AND/OR AS REQUIRED BY THE INSPECTOR. PAINT MAY BE USED ON SMOOTH SURFACES FOR INSTALLATION CENTERLINE OR TAPED-OVER CENTERLINE. THERMOPLASTIC SHALL BE USED FOR ALL ROUGH OR UNEVEN SURFACES, INSTALLATIONS

REFLECTIVE PAVEMENT MARKERS SHALL BE MAINTAINED BY THE CONTRACTOR ADJACENT TO THE SCAR OF THE SANDBLASTED SANDBLASTING/GRINDING. PAINTING THE EXISTING STRIPING OVER WITH BLACK PAINT IS NOT PERMITTED. TEMPORARY AND AS CONSTRUCTION STAGING NECESSITATES. STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET MAINTENANCE OF ALL STRIPING, PAVEMENT MARKINGS, SIGNS, BARRICADES, DELINEATORS, ETC., SHOWN ON THESE THP PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR LABOR AND MATERIAL INVOLVED IN THE REMOVAL, INSTALLATION, AND 18.

THP IMPLEMENTATION.

CONTRACTOR MAY BE REQUIRED TO SUBMIT A REVISED THP TO THE INSPECTOR AND THE AUTHORITY FOR ACCEPTANCE PRIOR TO CONDITIONS ARE DIFFERENT, THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR BEFORE IMPLEMENTING THE THP. THE FIELD CONDITIONS MAY VARY FROM THOSE SHOWN ON THE TRAFFIC HANDLING PLAN (THP). IN THE EVENT FIELD 17.

ACCORDING TO THE LATEST CA MUTCD SPECIFICATIONS.

16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY MISSING OR DAMAGED SIGNS (DUE TO CONSTRUCTION) BY THE INSPECTOR.
(THP) TO BE IN GOOD CONDITION AND VISIBLE. THE CONTRACTOR SHALL REPAINT ANY FADED EXISTING STRIPING AS DIRECTED

15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRIPING (PROPOSED AND EXISTING) SHOWN ON THIS TRAFFIC HANDLING PLAN 505
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 11+00
12+00
13+00
14+00 15+00 16+00 17+00 18+00

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:

SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DATE ADJ. QUAD.

ELEV.NO.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 1
CONSTRUCTION NOTES:
65 FEBRUARY/2023
DATE:

MIR T. FATTAHI, P.E.

CITY OF LYNWOOD, CALIFORNIA
12/31/23EXPIRES59465R.C.E.

ACTING CITY ENGINEER
Y7199 93.249
SOUTH GATE2013
1 2

CHANNELIZERS (SURFACE MOUNTED)
3 5
6 4
7 8
9 TYPE II BARRICADE

TYPE III BARRICADE
10 11

CONSTRUCTION AREA SIGN
12 REMOVE EXISTING PAVEMENT ARROW BY WET SANDBLASTING
LEGEND:

CHANNELIZERS (SURFACE MOUNTED)
13 PLASTIC TRAFFIC DRUMS

PLASTIC TRAFFIC DRUMS

CONSTRUCTION AREA SIGN

TYPE II BARRICADE

TYPE III BARRICADE

FLASHING ARROW BOARD
14 15

FLASHING ARROW BOARD (L/R/DBL)

DIRECTION OF TRAVEL

PAINTED PAVEMENT ARROW (TYPE IV(R))

PAINTED PAVEMENT ARROW (TYPE IV(L))
PAINTED TRAFFIC STRIPE (DETAIL 21)
PAINTED TRAFFIC STRIPE (DETAIL 24)
PAINTED TRAFFIC STRIPE (DETAIL 38A)

PAINTED PAVEMENT ARROW (TYPE VII(R))
PAINTED TRAFFIC STRIPE (DETAIL 40)
PAINTED TRAFFIC STRIPE (DETAIL 41)

TISCARENO
CESAR
79951
9/30/24
A. MARTINEZ
C. TISCARENO

EXIST R/W EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

EXIST R/W

STATE ST

BEECHWOOD AVE

EXIST R/W

EXIST R/W

EXIST R/W
50' 50'
13' 13'37'37'

IMPERIAL HWY
STAGE 1 - MEDIAN WORK COMPLETED IN THIS STAGE.

ETW
"STATE ST"
CL
BOUND

NORTH SW
ETW
Exist
ETW
Exist
ETW
SW
BOUND
SOUTH
ACTIVE LANE IN EACH DIRECTION.

SHIFT LANES AWAY FROM MEDIAN. AT LEAST ONE
B
B
A
A
SECTION B-B (STAGE 1)
CONSTRUCTION NOTES: TRAFFIC HANDLING NOTES:

NO SCALE
SW
ETW
BOUND

EAST SW
ETW
Exist
ETW
BOUND
WEST
"IMPERIAL HWY"
CL
SECTION A-A (STAGE 1)
50' 50'
13' 13'37'37'
10' 10'
62' 58'
52' 48'
60'
10' 10'50' 50'
10' (20')
(12')(20')
12' 12'
12'
10'
20'
2 40' O.C.

STA 13+09 "IMPERIAL HWY", 5' LT
STA 11+78 "IMPERIAL HWY"
STA 11+78 "IMPERIAL HWY"
STA 14+88 "IMPERIAL HWY", 5' RT
STA 14+88 "IMPERIAL HWY", 17' RT
1 12.5' O.C.
21 EA
M
AT
CH
L
IN
E
STA
1 0+
50 1
2 EA
25' O.C.

STA 13+38 "IMPERIAL HWY", 5' RT
11 11'

OAKWOOD AVE
STA 16+17 "IMPERIAL HWY", 13' LT
MATCH LINE STA 18+00
STA 17+84 "STATE ST", 27' LT

R3-2
10 40' O.C.
7 EA
2 STA 16+17 "IMPERIAL HWY", 13' RT
STA 14+07 "STATE ST", 13' RT
STA 14+07 "STATE ST", 25' RT
12'

11.33'
22'
22'
(21.67')(13.27')
MATCH LINE STA 11+00.00

EXIST R/W
2 12.5' O.C.
(22.25')(13')
(22.25')
(12.5')
(11.25')
(19')
2 3 EA
STA 21+17 "IMPERIAL HWY", 13' LT
8 SEE SHEET 26
1 12.5' O.C.
16 EA
2 12.5' O.C.
3 EA

12.5' O.C.
3 EA
2 12.5' O.C.
1 16 EA
1 12.5' O.C.
2 EA
SEE SHEET 26
MATCH LINE STA 21+50
11'24'9.5'±
Temp CHANNELIZER
15'15'
30' 9.5'±24'
AREA
Const
25 SEE SHEET 26

NO SCALE
MATCH LINE STA 10+50

SEE LEFT ABOVE
S
EE
R
IG
HT
B
ELO
W
1 11 EA
25' O.C.

EXIST R/W
STA 8+32 "IMPERIAL HWY"

EXIST R/W
IMPERIAL HIGHWAY10
W20-1
10 10
10 G20-2
24'
20'20'
20'20'
(19')
8 9
20'
Const AREA
10 10
W20-1
G20-2
8 R4-7
320'
320'
10 R3-7(L)
8 C30
8 8
C30
13'
Temp CHANNELIZER Temp CHANNELIZER
ETW
Exist
Temp CHANNELIZER
STA 21+17 "IMPERIAL HWY", 13.00' RT

12.5' O.C.
1 12.5' O.C.
1 12.5' O.C.
37 EA

12.5' O.C.
2 3 EA
37 EA
W20-5(L)
W4-2(L)

BEGIN MERGING TAPER
5' RT
R
8 C30
10 EA
100'
250'250'250'
6 6
6 6
16 EA
10 W12-1
17' RT
5' RT

12.5' O.C.
4 EA
1 12.5' O.C.
5 EA
1 8
C30
10 W20-1
10 G20-2

END MERGING TAPER
STA 11+17 "IMPERIAL HWY", 17' RT
24'
24'
24'
R3-2
8 STA 15+09 "STATE ST", 26' LT
STA 17+41 "STATE ST", 26' LT
STA 17+41 "STATE ST", 26' RT
STA 15+09 "STATE ST", 26' RT
R4-7
R3-2 8
7 10
W12-1
10 R3-7(L)

12.5' O.C.
1 5 EA
11'
60'
STA 15+60 "STATE ST", 26' LT
6 STA 16+20 "STATE ST", 2' LT
STA 15+60 "STATE ST", 26' LT
100'
10 W20-1
G20-2
10 G20-2
10 W20-1
10 11'
5'20'13'± 13' 20'5' 13'±
100'
506

PUBLIC WORKS DEPARTMENT
UNDER THE SUPERVISION OF:

FROM STATE STREET TO WRIGHT ROAD

CAPACITY ENHANCEMENTS

IMPERIAL HIGHWAY CORRIDOR
No.

Exp.

CIVIL
R
E
G
I
S
T
E
R
E
D

PROFESSIONAL
E
N
G
I
N
E
E
R

STATE OF CALIFORNIA
20' 40'0' 80'
SCALE: 1" = 40'
DRAWN BY:

DESIGNED BY:

OF
PLAN FILE NO.:

SHEET
DATE:SCALE:
1" = 40'DESCRIPTION

REVISIONS
DATENO.

BENCHMARK
DATE ADJ. QUAD.

ELEV.NO.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Alhambra, California 91803
Suite 1201
1000 S Fremont Ave
TRAFFIC HANDLING PLAN - STAGE 1
CONSTRUCTION NOTES:
65 FEBRUARY/2023
DATE: