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Agenda packet

El Centro City Council
June 21, 2022

Document
Agenda packet
Meeting
June 21, 2022
Body
El Centro City Council
Pages
25
Original file
107.4 MB
Text extracted from the city's file for reading and search. Open the original on elcentroca.api.civicclerk.com. That file is the official record.

AGENDA

CITY OF EL CENTRO

CITY COUNCIL
TUESDAY, JUNE 21, 2022
City Hall Regular Meeting 11:30 AM

CITY HALL

COUNCIL CHAMBERS
1275 MAIN STREET
EL CENTRO, CA 92243
City of El Centro Page 1
The public may attend in person. The City asks that anyone in attendance that is not fully vaccinated wear a mask. The public may choose to be outside and are subject to the same requirements. Any member of the public attending in person and wishing to make a comment is asked to complete a speaker slip and follow the instructions below regarding “Notice to the Public”. Any member of the public is invited to submit public comments in advance of the meeting to be answered at the meeting. Please email your questions to [email protected] or call 760-337-4515 by June 21, 2022.

COUNCIL MEMBERS, STAFF AND THE PUBLIC MAY ATTEND VIA ZOOM.

To participate and make a public comment via Zoom or telephone, please raise your hand, speak up and introduce yourself.

Join Zoom Meeting:
https://us02web.zoom.us/j/84952174303?pwd=bzc5RGVFenFmWFdIWk1IVIpid2ItUT09 Optional dial-in number: 1 (669) 900-6833
Meeting ID: 849 5217 4303 Passcode: 928527
Public comments via zoom are subject to the same time limits as those in person.

Mayor & Council Members may be reached at (760) 336-8989 Mayor: Tomás Oliva City Manager: Marcela Piedra
Mayor Pro-Tem: Martha Cardenas-Singh City Attorney: Elizabeth Martyn Evans Council Members: Edgard Garcia City Clerk: Norma Wyles
Sylvia Marroquin
Cheryl Viegas-Walker
11:30 A.M CLOSED SESSION - CONFERENCE ROOM "A"
ROLL CALL (Open Session)
Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 2
CLOSED SESSION PUBLIC COMMENT:

Any member of the public wishing to address the City Council on any matter appearing on the closed session may do so at this time. Unless the Mayor extends the time limit, remarks shall be limited to three (3) minutes. Additional opportunities for Public Comments will be given during and at the end of the meeting.

CITY COUNCIL ADJOURNS INTO CLOSED SESSION

CITY COUNCIL CLOSED SESSION

LABOR NEGOTIATIONS
The City Council will recess to closed session pursuant to Government Code 54957.6 to meet with Agency Representatives Marcela Piedra, City Manager, Dulce Bedolla, Human Resources Director and Patrick Clark, consulting negotiator, for the purpose of considering employee compensation in the form of fringe benefits, or, as applicable, other matters dealing with mandatory subjects within the scope of representation pursuant to Government Code 3504; negotiating with all bargaining units within the City.

ANTICIPATED LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation against the City under Govt. Code Section 54956.9(d)(2) based upon the possible claim of a former employee.

EXISTING LITIGATION
Upon advice of its legal counsel, the City Council will recess to closed session pursuant to Government Code §54956.9(d)(1) regarding the following litigation against the City - Manuel Avendano, and Arturo Lucero v. City of El Centro, ECU 002428

POSSIBLE LITIGATION AGAINS THE CITY
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation against the City under Govt. Code Section 54956.9(d)(2)
Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 3

NOTICE TO THE PUBLIC
This is a public meeting. If there is an item on the agenda on which you wish to be heard, you are asked to complete a blue speaker slip and submit it to the City Clerk prior to the start of the meeting. Persons wishing to address the Council are not required to identify themselves (Gov’t Code § 54953.3); however, this information assists the Mayor by ensuring that all persons wishing to address the Council are recognized and also assists the City Clerk in preparing the City Council meeting minutes. When the item is announced and your name is called by the Mayor, please step to the podium and state your name for the record. Unless the Mayor extends the time, there is a three (3) minute time limit for each public presentation. If you wish to address the Council concerning any other matter not appearing on the agenda, you may do so during the public comment portion of the agenda.
* Any information provided on the “Speaker Slip” is voluntary and will be public record.

RECONVENE FOR OPEN SESSION 6:00 P.M.
6:00 P.M. OPEN SESSION

ALL TIMES ARE APPROXIMATE AND MAY VARY
CALL TO ORDER:

ROLL CALL BY CITY CLERK

PLEDGE OF ALLEGIANCE

INVOCATION
6:05-6:10 CITY ATTORNEY REPORT ON CLOSED SESSION
6:10-6:10 SCHEDULED PRESENTATIONS

1. Presentation of New Personnel by Mr. Paul Lu, YK America

2. Accessity Business Loans Presentation by Larisa Urias 6:10-6:15 PUBLIC COMMENTS

CONSENT AGENDA
Consent agenda items are approved by one motion. Council members or members of the public may pull consent items to be considered separately at a time determined by the Mayor.

3. Approve Warrant Registers for the Month of May 2022

4. Approve Payroll Registers for the Month of May 2022
Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 4

5. Approve Treasurer's Report for the Month of May 2022

6. 2nd Reading and Adoption of Ordinance No. 22-03, ORDINANCE OF THE

CITY COUNCIL OF THE CITY OF EL CENTRO AMENDING THE ZONING

MAP OF THE CITY OF EL CENTRO PERTAINING TO CHANGE OF ZONE 22-02, waive reading and adopt by title only.

7. Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF EL CENTRO ESTABLISHING THE APPROPRIATIONS LIMIT FOR THE 2022-2023 FISCAL YEAR IN ACCORDANCE WITH ARTICLE XIII B OF THE CONSTITUTION OF THE STATE OF CALIFORNIA.

8. Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF EL CENTRO RENEWING AND CONFIRMING RESOLUTION NO. 20-14 REGARDING A DECLARATION OF LOCAL EMERGENCY VIRUS ON BEHALF OF THE CITY OF EL CENTRO RELATED TO COVID 19

9. Adopt Resolution No. 22.- , RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF EL CENTRO APPROVING AN AGREEMENT FOR

TEMPORARY TRANSFER OF VEHICULAR EQUIPMENT - TYPE VI FIRE ENGINE

10. Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF EL CENTRO APPROVING A MEMORANDUM OF

UNDERSTANDING WITH THE COUNTY OF IMPERIAL FOR THE

REGIONAL AERIAL IMAGERY ACQUISITION PROJECT

PUBLIC HEARING - CONTINUED

11. Public Hearing to consider the residential and commercial solid waste services rates and tabulate protest ballot results
PRESENTATION: Abraham Campos, PE - Public Works Director/City Engineer RECOMMENDATION:

Upon a Favorable Result on the Ballot Count and Upon Conclusion of the Public Hearing, Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF EL CENTRO, DECLARING THE RESULTS OF THE PROPERTY

OWNER PROTEST BALLOT PROCEEDING CONDUCTED FOR THE INCREASE

OF RESIDENTIAL AND COMMERCIAL/MULTIFAMILY SOLID WASTE RATES, COMMENCING IN FISCAL YEAR 2022/2023 AND THE SUBSEQUENT FOUR

FISCAL YEARS, MAKING FINDINGS AND APPROVING SUCH RATES AND

CERTAIN RELATED ACTIONS
Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 5

UNFINISHED BUSINESS

12. Community Sponsorship Request - Sure Helpline Center PRESENTATION: Liz Zarate, Management Assistant
RECOMMENDATION:

Discussion and any necessary action regarding the requested sponsorship from Sure Helpline Center.

NEW BUSINESS

13. Annual FY 2023 Budget
PRESENTATION: Richard L. Romero - Director of Finance
RECOMMENDATION:

Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF EL CENTRO, CALIFORNIA ADOPTING THE ANNUAL BUDGET FOR FISCAL YEAR 2022-2023

14. Measure P Project Requests
PRESENTATION: Liz Zarate, Management Assistant
RECOMMENDATION:

Consideration of requests for recommended projects from each Measure P Task Force Group.

15. Discussion and related action regarding Parks and Recreation and Aquatic Center Fees be Exempted from Automatic 3% Increase for Fiscal Year 2022- 2023
PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:

Discussion and related action regarding parks and recreation and aquatic center fees.

Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 6

16. Potential Dog Park at the Southeast Corner of Adams Avenue and 7th Street PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:
1) Discussion and related action regarding approval of a Dog Park at the southeast corner of Adams Avenue and 7th Street adjacent to the Brett Driscoll Sidewinder Skate Park.
2) Discussion and related action regarding approval of $220,000 in Measure P funds for the construction of a Dog Park.

17. Discussion and any necessary action regarding the approval of plans and specifications for the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I PRESENTATION: Abraham Campos, PE - Director of PW / City Engineer RECOMMENDATION:

Approve the plans and specifications for the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I and authorize staff to release for public bidding.

18. Discussion and any necessary action regarding the approval of plans and specifications for the Extension of Imperial Ave. from Wake Avenue to Danenberg Drive - Phase II
PRESENTATION: Abraham Campos, PE - Director of PW / City Engineer RECOMMENDATION:

Approve the plans and specifications for the Extension of Imperial Ave. from Wake Avenue to Danenberg Drive - Phase II and authorize staff to release for public bidding.

LEGISLATIVE ACTION
ITEM FROM CLOSED SESSION:
7:15-7:25 TASK FORCE REPORTS AND MAYOR - COUNCIL MEMBER

REPORTS

CITY MANAGER REPORT
Agenda City Council of the City of El Centro June 21, 2022 City of El Centro Page 7

ADJOURNMENT
Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet will be available for public inspection at the Office of the City Clerk, 1275 Main Street, El Centro, California 92243, Monday-Friday during normal business hours.

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, you should contact the office of the City Clerk at (760)337-4515. Notification at least 48 hours prior to the meeting will enable the City to make reasonable arrangement to assure accessibility to this meeting.

City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Clerk's Office
El Centro, CA 92243 Category: Presentation
Prepared By: Norma Wyles
SCHEDULED Department Head: Norma Wyles
PRESENTATION (ID # 5579) DOC ID: 5579
Presentation of New Personnel by Mr. Paul Lu, YK America 1 Packet Pg. 8
City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Clerk's Office
El Centro, CA 92243 Category: Presentation
Prepared By: Aimee Osuna
SCHEDULED Department Head: Norma Wyles
PRESENTATION (ID # 5545) DOC ID: 5545
Accessity Business Loans Presentation by Larisa Urias
ATTACHMENTS:
• Accessity Program Overview for Partners -LU(PDF)
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Presenting today…
Rosalinda Delgado
Business Development Manager
[email protected]

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Program Overview

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Who we are…
As a Community Development Financial Institution and mission-based lender, Accessity’s mission is to open doors of financial opportunity primarily to those historically with less access to capital and business support: entrepreneurs of color, women, immigrant, and lowto-moderate income entrepreneurs, so they can build a prosperous business and livelihood for themselves and their families, while also strengthening our communities.

Since 1994, we have disbursed more than $60 million in loans. In 2021 we served about 300 business owners disbursing over $8 million.

We are funded by government agencies, banks, foundations, former clients, and individuals who support our mission.

We service businesses located in Los Angeles, Orange, Imperial, Riverside, San Bernardino, and San Diego. Our main office is located in San Diego.

All loans are personally guaranteed.

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Who we help
…
Startup Businesses: • Pre-revenue business loans • Business Plan with 1-year projections • Other source of income or Co-borrower required Existing Businesses: • Insufficient time in business • Insufficient credit history • High risk industry • Low credit score or past challenges, but now current on all accounts.

Applicants with NO FICO will be considered with collateral or coborrower

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Start Up and Expansion Loans
Term loans: $8,001 to $100,000
Rate: 6.99-14.99%* • Based on overall strength • No prepayment penalties • Simple interest • Fully amortized • No application fee • Approved & disbursed in 2-3 weeks** Term: 12-72 months
Cost: Charged only at closing • Approximately 6% of loan amount (Admin Fee 3% + State Guarantee Fee (3%)
*1% discount and $100 off closing costs for veterans and active-duty military ** After all documents are collected

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Rapid Loans: $300 to $8,000
Interest Rate: 6.99-14.99%*
• Approved & Disbursed in 3 days**
• 6 – 36 months term
• Low Documentation
• Short interview
Fees: $95 <$5000; approximately 6% > $5,000
*1% discount and $100 off closing costs for veterans and active-duty military ** After all documents are collected
Rapid Loans

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Identifying Borrowers’ Strenghts and Weaknesses (5Cs)
Character: How is their credit? Fico score, current on payment, derogatory items.

What is their experience in the industry, in management? Do they have what it takes?
Capacity: How are they going to repay the loan?
What sources of income do they have?
Are they going to quit their job to start the business? Who will support them?
Collateral: How can the lender protect its investment; if cash flow is tight, or credit is weak?
Capital: What is their skin in the game?
How much had they saved for this venture?
Where is the money?
Conditions: What is the purpose of the loan?
Does the business make sense in this economy?
What are the industry trends?

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Industries not served
• Alcohol sales (excluding manufacturing like breweries & distilleries) • Animal Reproductive Clinics
• Art Galleries
• Auto Dealerships/Rental Car Businesses
• Cannabis/Hemp related business
• Financial Services (Commercial Brokers, Lenders, investments firms) • Firearms and weapons (accessories not included)
• Games of chance or wagering
• Multi-level marketing/Direct Sales
• Pornography/ Adult Entertainment
• Predatory lending service/ Speculative Investments
• Product Development
• Tobacco (vaping)
• Real Estate Investments (Flipping)
• Short Term Rentals/AirbnB/VRBO

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan New Website:
www.accessity.org

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan Investing in individuals.

Improving our world.
10 300 S. Imperial Ave, Suite 10 El Centro, Ca 92243
accessity.org
Larisa Urias
Business Development Manager
[email protected]
760-223-9394
Have Questions?

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Attachment: Accessity Program Overview for Partners -LU (5545 : Accessity - Business Loan City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Finance
El Centro, CA 92243 Category: Warrants
Prepared By: Esmeralda Nunez
SCHEDULED Department Head: Richard Romero
ACTION ITEM (ID # 5548) DOC ID: 5548
Warrant Registers for May 2022
CITY MANAGER’S RECOMMENDATION:

Approve Warrant Registers for the Month of May 2022
FISCAL IMPACT:

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

BACKGROUND:

DISCUSSION:

CONCLUSION:

ATTACHMENTS:
• May 2022 (PDF)
3 Packet Pg. 20

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Attachment: May 2022 (5548 : Warrant Registers - May 2022) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Finance
El Centro, CA 92243 Category: Informational
Prepared By: Elsa Montoya
SCHEDULED Department Head: Richard Romero
ACTION ITEM (ID # 5570) DOC ID: 5570
Discussion and any necessary action regarding approval of Payroll Registers for the Month of May 2022
CITY MANAGER’S RECOMMENDATION:

Approve Payroll Registers for the Month of May 2022
ATTACHMENTS:
• PAYROLL REGISTERS MAY 2022 (PDF)
4 Packet Pg. 80

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Attachment: PAYROLL REGISTERS MAY 2022 (5570 : Payroll Registers for the Month of May 2022)

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Attachment: PAYROLL REGISTERS MAY 2022 (5570 : Payroll Registers for the Month of May 2022) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Finance
El Centro, CA 92243 Category: Report
Prepared By: Anthony G. Plancarte
SCHEDULED Department Head: Richard Romero
ACTION ITEM (ID # 5568) DOC ID: 5568
Treasurer's Report - May 2022
CITY MANAGER’S RECOMMENDATION:

Approve Treasurer's Report for the Month of May 2022
FISCAL IMPACT:

STRATEGIC PLANNING PROGRAM 2013-2018 RELATION:

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

BACKGROUND:

DISCUSSION:

CONCLUSION:

ATTACHMENTS:
• Treasurer's Report May 2022 (PDF)
5 Packet Pg. 93

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Attachment: Treasurer's Report May 2022 (5568 : Treasurer's Report - May 2022) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Clerk's Office
El Centro, CA 92243 Category: Ordinance
Prepared By: Norma Wyles
SCHEDULED Department Head: Norma Wyles
ACTION ITEM (ID # 5576) DOC ID: 5576
2nd Reading and Adoption of Ordinance No. 22-03,

ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EL

CENTRO AMENDING THE ZONING MAP OF THE CITY OF EL
CENTRO PERTAINING TO CHANGE OF ZONE 22-02, waive
reading and adopt by title only.

CITY MANAGER’S RECOMMENDATION:
2nd Reading and Adoption of Ordinance No. 22-03, ORDINANCE OF THE CITY

COUNCIL OF THE CITY OF EL CENTRO AMENDING THE ZONING MAP OF THE CITY OF EL CENTRO PERTAINING TO CHANGE OF ZONE 22-02, waive reading and adopt by title only.

ATTACHMENTS:
• ORDINANCE NO. 2022-003 (DOCX)
6 Packet Pg. 97
05/2022/liz/A22-0099/Reso/Ord-Change of Zone 22-02
ORDINANCE NO. 22-03

ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF EL CENTRO AMENDING THE ZONING MAP OF

THE CITY OF EL CENTRO PERTAINING TO CHANGE
OF ZONE 22-02

THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. The Zoning Map of the City of El Centro, California is hereby amended to provide:
“The following property which consists of approximately 2.39 acres of land, located at northeast corner of Dogwood Avenue and E. Main Street, further identified by APN 054- 271-030, is hereby re-zoned from MBP (Manufacturing Business Park) to MG (General Manufacturing).”
Section 2. This Amendment shall be given appropriate enumeration in the files of the City Clerk regarding the Zoning Map.

Section 3. This Ordinance shall take effect thirty (30) days from and after its adoption. Within fifteen (15) days after adoption, it shall be published once in a newspaper, published and circulated within the City of El Centro, California.

INTRODUCED at a regular meeting of the City Council of the City of El Centro, California, held on the 7
th
day of June, 2022.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022.

CITY OF EL CENTRO
By
ATTEST: Tomas Oliva, Mayor
By
Norma Wyles, City Clerk

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Packet Pg. 98
Attachment: ORDINANCE NO. 2022-003 (5576 : 2nd Reading & Adoption of Ordinance No. 22-03 - Change of Zone 22-02) 05/2022/liz/A22-0099/Reso/Ord-Change of Zone 22-02

APPROVED AS TO
FORM: Office of the City
Attorney
By
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )

COUNTY OF IMPERIAL )
ss CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the foregoing Ordinance No. 22-03 had its first reading on the June 7, 2022, and had its second reading on , 2022, and was passed by the following vote:

AYES: Garcia, Viegas-Walker, Oliva, Cardenas-Singh, Marroquin NOES: None
ABSENT: None
ABSTAINED: None
AYES:

NOES:

ABSENT:

ABSTAINED:

By
Norma Wyles, City Clerk

6.a
Packet Pg. 99
Attachment: ORDINANCE NO. 2022-003 (5576 : 2nd Reading & Adoption of Ordinance No. 22-03 - Change of Zone 22-02) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Finance
El Centro, CA 92243 Category: Resolution
Prepared By: Richard Romero
SCHEDULED Department Head: Richard Romero
ACTION ITEM (ID # 5530) DOC ID: 5530
Adopt Resolution Establishing the Appropriations Limit for the 2023 Fiscal Year
CITY MANAGER’S RECOMMENDATION:

Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO ESTABLISHING THE APPROPRIATIONS LIMIT FOR THE 2022-2023

FISCAL YEAR IN ACCORDANCE WITH ARTICLE XIII B OF THE CONSTITUTION OF THE STATE OF CALIFORNIA.

FISCAL IMPACT:

None
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

N/A
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

N/A
BACKGROUND:

Article XIII B of the California Constitution requires cities and counties to adopt an Appropriations Limit on an annual basis.

DISCUSSION:

The 2023 Appropriations Limit has been calculated using the change in total population and the change in California per capita income.

This resolution establishes the City’s 2023 Appropriations Limit at $46,163,972.

Preliminary estimates of proceeds from taxes for the 2023 fiscal year are $38,740,049 leaving an unused appropriations limit of $7,423,923.

CONCLUSION:

Adopt Resolution No. 22-____, RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO ESTABLISHING THE APPROPRIATIONS LIMIT FOR THE 2022-2023 FISCAL

YEAR IN ACCORDANCE WITH ARTICLE XIII B OF THE CONSTITUTION OF THE STATE OF CALIFORNIA.

ATTACHMENTS:
• Final Resolution - Establishing the Appropriation Limit for the 2022-2023 Fiscal Year (PDF) • Appropriations Limit - Exhibit A-1 (PDF)
• Appropriations Limit - Exhibit A-2 (PDF)
7 Packet Pg. 100
1 05/2022liz/A22-0093/Reso/Grann LimitationFY23
RESOLUTION NO. 22-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL

CENTRO ESTABLISHING THE APPROPRIATIONS LIMIT
FOR THE 2022-2023 FISCAL YEAR IN ACCORDANCE WITH

ARTICLE XIII B OF THE CONSTITUTION OF THE STATE OF

CALIFORNIA
WHEREAS, in 1979, the voters of the State of California approved Proposition 4, which was a spending-limit initiative to restrict growth of tax-funded programs and services by California cities and counties and which created Article XIII B of the California Constitution; and WHEREAS, in 1990, the voters of the State of California amended Article XIII B of the California Constitution by approving Proposition 111; and WHEREAS, Article XIII B requires that the governing body of each local jurisdiction shall, post the calculations and thereafter by resolution, to establish its appropriations limit annually; and WHEREAS, the City Council has selected the following adjustment methods:
the CPI for the cost of living adjustment; for the change in population, the percentage change in population within the City, both as provided by the State of California as shown by Exhibits A-1 and A-2, attached and incorporated as if fully set forth herein.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. That the foregoing is true, correct and adopted.

2. That the City Council of the City of El Centro, California, establishes forty six million one hundred sixty three thousand nine hundred and seventy two dollars ($46,163,972) as shown on Exhibit “A-1” and “A-2”, as the City’s appropriations limit for the 2022-2023 fiscal year.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022.

CITY OF EL CENTRO
By_________________________
Tomas Oliva, Mayor
ATTEST:

By_____________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney

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Packet Pg. 101 Attachment: Final Resolution - Establishing the Appropriation Limit for the 2022-2023 Fiscal Year (5530 : Adopt Resolution Establishing the 2 05/2022liz/A22-0093/Reso/Grann LimitationFY23
By______________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By___________________________
Norma Wyles, City Clerk

7.a
Packet Pg. 102 Attachment: Final Resolution - Establishing the Appropriation Limit for the 2022-2023 Fiscal Year (5530 : Adopt Resolution Establishing the

7.b
Packet Pg. 103 Attachment: Appropriations Limit - Exhibit A-1 (5530 : Adopt Resolution Establishing the Appropriations Limit for the 2023 Fiscal Year)

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Packet Pg. 104 Attachment: Appropriations Limit - Exhibit A-2 (5530 : Adopt Resolution Establishing the Appropriations Limit for the 2023 Fiscal Year) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Manager's Office
El Centro, CA 92243 Category: Resolution
Prepared By: Elizabeth Zarate
SCHEDULED Department Head: Marcela Piedra
ACTION ITEM (ID # 5583) DOC ID: 5583
Renewing and Confirming Resolution Declaring Local
Emergency
CITY MANAGER’S RECOMMENDATION:

Approve Resolution No. 22-__, RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO RENEWING AND CONFIRMING RESOLUTION NO. 20-14 REGARDING A

DECLARATION OF LOCAL EMERGENCY VIRUS ON BEHALF OF THE CITY OF EL CENTRO RELATED TO COVID 19

BACKGROUND
On March 4, 2020, Governor Newsom declared an emergency based upon the threat of COVID-19 within the state of California. The County of Imperial declared a local health emergency on March 5, 2020. The El Centro City Council activated its Emergency Operations Center (EOC) on March 17, 2020, as well as adopted a resolution declaring a local emergency within the City.

DISCUSSION
State law requires that a city adopt and thereafter review a declaration of emergency every 60 days.

This review and confirmation of the local declaration of emergency indicates the City’s ongoing emergency authority and meets the requirements for funding, should any be available.

CONCLUSION
Approve Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO RENEWING AND CONFIRMING RESOLUTION NO. 20-14 REGARDING A

DECLARATION OF LOCAL EMERGENCY VIRUS ON BEHALF OF THE CITY OF EL CENTRO RELATED TO COVID 19.

ATTACHMENTS:
• Resolution (PDF)
8 Packet Pg. 105
1 06/2022liz/A22-0119/ResoRenewalEmergency Dec COVID19
RESOLUTION NO. 22-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO RENEWING AND CONFIRMING RESOLUTION NO. 20-14 REGARDING A

DECLARATION OF LOCAL EMERGENCY VIRUS ON BEHALF OF THE
CITY OF EL CENTRO RELATED TO COVID 19
WHEREAS, Health & Safety Code section 101080 and Chapter 8 of the City Code authorize the City to declare a local health emergency whenever the City determines that there is an epidemic and to review that declaration within 60 days thereafter; and WHEREAS, on March 4, 2020, the Governor of the State of California declared an emergency based upon the threat of COVID-19 within the state and that state of emergency has been extended through the present; and
WHEREAS, on March 5, 2020, Imperial County declared a local health emergency throughout the County based on the imminent and proximate threat to public health from the introduction of COVID-19 in Imperial County, which declarations were ratified and extended by the Board of Supervisors on March 10, 2020 and extended that declaration through the present; and WHEREAS, on March 13, 2020, the President declared a national state of emergency and on February 22, 2022 again extended such state of emergency to on and after March 1, 2022 and that state of emergency remains in effect; and
WHEREAS, on March 17, 2020, the City Council of the City of El Centro adopted Resolution No. 20-14 declaring a local emergency within the City and periodically has extended such declaration of local emergency; and
WHEREAS, at and since that time, conditions of extreme peril to the safety of persons and property within the City continue to exist; and
WHEREAS, on March 17, 2020, the City activated its Emergency Operations Center (EOC) and through the EOC is coordinating with the County EOC, other City EOC’s, the State of California, the Centers for Disease Control (CDC) and the federal government and the EOC remains activated; and
WHEREAS, on April 19, 2022, the City readopted this form of Resolution continuing the declaraction of emergency for another 60-day period; and WHEREAS, the City’s ability to mobilize local resources, coordinate interagency responses, accelerate procurement of vital supplies, use mutual aid, and seek future reimbursement by the State and Federal governments will be critical to successfully respond to COVID-19; and
WHEREAS, the City has and continues to anticipate that its emergency response actions will require additional services, personnel, facilities, resources and funding far beyond that currently available, that exceed the City’s ability to provide, and that require the combined

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Packet Pg. 106 Attachment: Resolution (5583 : Renewing and Confirming Resolution Declaring Local Emergency) 2 06/2022liz/A22-0119/ResoRenewalEmergency Dec COVID19
financial assistance and resources of other local governments as well as the State and Federal government and their partners; and
WHEREAS, the City Council hereby finds that based upon the continued threat to public health from COVID-19 find that the use of emergency power must continue to deal with this emergency.

NOW, THEREFORE THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. That the foregoing is true, correct and again adopted hereby.

2. That the City Manager as the Director of Emergency Services, the Emergency Operations Center Coordinator and the Finance Director each shall have the authority set out in Chapter 8 of the City Code and as otherwise provided by state law and City policies and procedures to act on behalf of the City, and shall have the authority to act on its behalf.

3. That the City of El Centro in accordance to theCalifornia Disaster Assistance Act,the Stafford Act and any other applicable County, State or Federal law or regulation, hereby requests public financial assistance for their response and recovery efforts, and further requests that the State expedite access to County, State and Federal resources and any other appropriate disaster relief programs.

4. That the Director of Emergency Services has forwarded this City Resolution No. 22- to the Governor’s Office and will forward this Resolution No. to theState Director of Emergency Services (CalOES) and to the Governor’s Office as well as to the Federal Emergency Management Agency.

5. That this Resolution is adopted and is effective immediately and until such time as revoked by the City Council or replaced by a subsequent Resolution.

PASSED, APPROVED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on the 21st day of June 2022.

CITY OF EL CENTRO
By __________________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk

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Packet Pg. 107 Attachment: Resolution (5583 : Renewing and Confirming Resolution Declaring Local Emergency) 3 06/2022liz/A22-0119/ResoRenewalEmergency Dec COVID19
APPROVED AS TO FORM:

OFFICE OF THE CITY ATTORNEY
By _______________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )

COUNTY OF IMPERIAL ) SS

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the forgoing Resolution No. was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By _________________________
Norma Wyles, City Clerk

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Packet Pg. 108 Attachment: Resolution (5583 : Renewing and Confirming Resolution Declaring Local Emergency) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Fire
El Centro, CA 92243 Category: Agreement
Prepared By: Veronica Leal
SCHEDULED Department Head: Cedric Cesena
ACTION ITEM (ID # 5571) DOC ID: 5571
Discussion and necessary action regarding the Approval of Cal OES Agreement for Temporary Transfer of Type VI Fire Engine
CITY MANAGER’S RECOMMENDATION:

Adopt Resolution No. 22.- , RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF EL CENTRO APPROVING AN AGREEMENT FOR TEMPORARY TRANSFER OF

VEHICULAR EQUIPMENT - TYPE VI FIRE ENGINE
FISCAL IMPACT:

Fire Department staff anticipates the ongoing fiscal impacts associated with entering into this agreement with Cal OES to be minimal. The State of California is responsible for all maintenance costs associated with the vehicle over $100, with any repair under $100 being the responsibility of the City. The fire department’s budget will absorb costs associated with picking up the vehicle in Sacramento. The State of California reimburses personnel costs and administrative fees associated with emergency response to statewide mutual aid requests.

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

GOAL #3 Community Health, Safety & Welfare
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

N/A
BACKGROUND:

The Governor’s Office of Emergency Services has responsibility for administering the California Fire Service and Rescue Emergency Mutual Aid System’s - Mutual Aid Plan.

The City of El Centro is a longtime participant in this mutual aid plan that provides for emergency resources to be shared throughout the state during major emergencies for incidents that exceed the capability of the local jurisdiction. Mutual aid responses include emergencies such as civil disturbances, major earthquakes, wildfires, and floods. As part of the statewide mutual aid system, Cal OES has purchased fire apparatus and equipment for responding to incidents in furtherance of the California Fire and Rescue Mutual Aid Plan. These vehicles are assigned, by agreement, to fire departments throughout the state to be staged for Cal OES purposes and used by local jurisdictions. Due to the increased need for resources, Cal OES is looking for agencies willing to take receipt of Type VI fire engines.
9 Packet Pg. 109
Action Item (ID # 5571) Meeting of June 21, 2022
DISCUSSION:

Cal OES is looking for fire engine assignees to help locate firefighting assets throughout the State. Neighboring Fire Departments moving toward participation in this program include the Cities of Holtville, Brawley, and Calipatria.

In accepting responsibility for the Cal OES fire engine, the fire department will be responsible for staffing and responding with the engine to support statewide emergencies. Responding to these statewide emergencies will also provide valuable experience for our firefighters. Reimbursement for personnel costs associated with staffing and responding with the fire engine is provided by the State; the City also receives an administrative fee, which is currently set at 10 percent.

The City also would gain the benefit of having the ability to press the fire engine into service due to a major emergency, in a surge event, or as a result of multiple City fire engines being out of service. The Type VI Engine can maneuver into smaller places; adding this engine would increase the department’s capability to respond to wildland incidents. The apparatus cannot be used as a “frontline” engine but as a backup if an apparatus is out of service. The City does not currently have an apparatus of this size or capability.

The City maintenance costs for maintaining this fire apparatus are minimal compared to the benefit of having an extra fire engine available locally. Repairs with a price under $100 would be the responsibility of the City. The State would pay for any repairs over $100.

CONCLUSION:

Adopt Resolution No. 22.- , RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF EL CENTRO APPROVING AN AGREEMENT FOR TEMPORARY TRANSFER OF

VEHICULAR EQUIPMENT - TYPE VI FIRE ENGINE
ATTACHMENTS:
• CALOES Agrmnt-DocuSign_6617 ECFD (PDF)
• RESOLUTION CalOES Type-VI Assignee Agreement.docx (PDF) 9 Packet Pg. 110

GAVIN NEWSOM

GOVERNOR
MARK S. GHILARDUCCI

DIRECTOR
3650 SCHRIEVER AVENUE  MATHER, CA 95655

FIRE AND RESCUE DIVISION
PHONE: (916) 845-8711  FAX: (916) 845-8396
Date: 4/25/2022
Cedric Cesena, Interim Fire Chief
1910 N. Waterman Avenue
El Centro, CA 92243
Dear Interim Fire Chief Cedric Cesena
You will find enclosed two copies of Assignment of Equipment Form, and Agreement for Temporary Transfer of Vehicular Equipment covering the transfer of Cal OES Fire Engine Number: 6617 to the El Centro Fire Department. The agreement is effective May 24, 2022.

Please have the authorized official sign both copies of the above-mentioned documents and return one original set to our office. Cal OES cannot transfer the fire engine to your agency until this signed agreement is returned.

Cal OES must also be furnished with a Certificate of Insurance, or a letter certifying selfinsurance in the amounts required, in accordance with Paragraph 11 of the Agreement for Temporary Transfer of Vehicular Equipment.

If you have any questions regarding this transfer, please feel free to contact our office.

Sincerely,
BRIAN S. MARSHALL
State Fire and Rescue Chief
BSM/
Enclosures
Cc: Glen Barley, Region VI Fire and Rescue Coordinator
Alex Silva Operational Area Coordinator
Art Torrez, Cal OES Fire and Rescue Deputy Chief, North or South Operations Tony Rouhotas, Cal OES Fire and Rescue Assistant Chief
Randy Unkovich, Cal OES fire and Rescue Assistant Chief DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

9.a
Packet Pg. 111 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
1 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine

AGREEMENT FOR TEMPORARY TRANSFER OF

VEHICULAR EQUIPMENT-TYPE VI FIRE ENGINE
THIS AGREEMENT, entered into this May 24, 2022, by and between the STATE OF CALIFORNIA acting by and between its duly appointed, qualified Director of the Governor’s Office of Emergency Services (Cal OES), hereinafter called the "STATE," and the El Centro Fire Department acting by and through its duly appointed, qualified and acting officers, hereinafter called "TRANSFEREE",
W I T N E S S E T H:

IT IS HEREBY MUTUALLY AGREED between the parties hereto as follows:

1. The STATE hereby transfers possession to TRANSFEREE and TRANSFEREE hereby accepts possession from STATE of the fire engine and equipment listed on the attached Exhibit "A" which is by this reference made a part hereof, for the period commencing May 24, 2022, through May 24, 2032, for the following all-hazard events, emergency incidents, civil defense, and disaster purposes, namely:

Mutual aid, multiple alarm events and emergency incidents, emergency incidents threatening properties vital to national defense or important military installations, parades and displays, training of regular, volunteer and auxiliary firefighters and temporary standby for assignee's regular fire engine and the regular fire engines of other fire departments while out of service for repairs. a. Vehicle Description: 2020 HME/Ahrens-Fox Type 6 Wildland Fire Engine Vehicle Designation: 6617
Vehicle License Number: 1616807
Vehicle Identification Number: 1FD0W5HT8LED22978
Value of Vehicle: $215,599.00
Value of Hose and Appliances: $41,826.00
b. Equipment inventories (Exhibit "A") may by mutual concurrence of the STATE and TRANSFEREE be changed during the term of this agreement, utilizing property accountability procedures established or approved by the STATE.

A. Transfer of Possession
The following outlines the steps required to complete the transfer of the fire engine from the STATE to the TRANSFEREE:
a. The STATE shall send two copies of the Assignment of Equipment Form and Agreement for Temporary Transfer to the TRANSFEREE for signatures. b. The TRANSFEREE shall obtain the necessary signatures from the Fire Chief. c. The TRANSFEREE shall send the completed Assignment of Equipment Form and Agreement for Temporary Transfer forms back to the STATE. d. The STATE shall then contact the TRANSFEREE to schedule a date for the transfer to take place.
e. The TRANSFEREE shall travel to the Cal OES Fire and Rescue Fleet Services DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

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Packet Pg. 112 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
2 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Division, located at:
3791 Bradview Drive
Sacramento, California 95827
f. TRANSFEREE shall be responsible for all travel expenses (to and from) including, vehicle, fuel, food, and lodging.
g. The STATE shall provide the TRANSFEREE with a comprehensive training session specific to the operation and maintenance of the fire engine. h. TRANSFEREE shall notify the STATE and the appropriate CAL OES Fire and Rescue Region Assistance Chief(s), Operational Area and Region Dispatch centers of the fire engine assignment and entering the fire engine information into the resource ordering system of record.

The following outlines the steps required to complete the return of the fire engine from the TRANSFEREE to the STATE:
a. This section does not apply to the return of the fire engine from the TRANSFEREE to the STATE when a new or replacement fire engine is assigned by the STATE to the TRANSFEREE.
b. The TRANSFEREE shall notify the STATE of the intent to return the fire engine to the STATE.
c. The STATE shall coordinate a pre-inspection to be performed on the fire engine to determine the condition of the fire engine and equipment inventory of equipment. This pre-inspection shall be performed by the Cal OES Fire and Region Division Assistance Chief.
d. The TRANSFEREE shall return the fire engine to the Cal OES Fire and Rescue Fleet Services Division, located at:
3791 Bradview Drive
Sacramento, California 95827
e. TRANSFEREE shall be responsible for all travel expenses (to and from) including, vehicle, fuel, food, and lodging.
f. The STATE shall preform a final inspection on the fire engine and the equipment inventory.

B. Housing, Maintenance, Repair and Replacement
During the term of this transfer, TRANSFEREE agrees to adequately house in an enclosed secure structure, staff, operate, maintain and repair (consistent with section 2 b.) said fire engine and equipment (hereinafter collectively referred to as the ”fire engine" except where it is desired to refer to equipment alone, in which case the term "equipment" will be used) at its sole cost and expense, save as otherwise expressly provided in this agreement. Fire engine shall be housed on property of the TRANSFEREE in a manner to provide reasonable protection against inclement weather, sabotage, theft or malicious damage. Fire engine shall be maintained in accordance with manufacturer’s recommendations, and in such condition that it is available for immediate emergency use. Maintenance shall include care of hose, batteries, tires, appliances, lubrication and fuel, general cleaning and polishing, minor body repairs and periodic testing. Repairs shall include, without being limited to, motor tune-ups, pump repairs, transmission, differential and all running gears, brake and exhaust systems, cooling devices DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

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Packet Pg. 113 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
3 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine including radiator, pump packing, equipment assigned to apparatus and so forth. a. Repairs up to and including $100.00 for each individual item of repair shall be the responsibility of TRANSFEREE.
b. Repairs exceeding $100.00 for each individual item of repair shall be the responsibility of STATE; however, a $100.00 deductible shall apply, unless in the judgment of the STATE the repairs results from misuse or negligence on the part of TRANSFEREE in the maintenance or use of the fire engine, in which event the cost of each such item of repair above $100.00 shall also be the responsibility of TRANSFEREE. In no event shall TRANSFEREE arrange for repairs costing above $100.00 for any item of repair, whether it deems the same to be the responsibility of STATE or TRANSFEREE, without first obtaining authorization in writing from STATE.
c. Notwithstanding the foregoing, replacement of hose, batteries and tires shall be the responsibility of STATE, save to the extent STATE deems damage thereto to be the result of negligence or misuse on the part of TRANSFEREE, in which event TRANSFEREE will bear such portion of the replacement cost thereof as the STATE deems equitable. Procurement of tires, hose and batteries is subject to State fiscal policies and procedures, and written approval must be obtained by STATE prior to procurement. d. Maintenance and repairs must be requested and authorized pursuant to Cal OES, Fire and Rescue Division Operations Bulletin # 18, which is here by incorporated into this agreement by reference.
e. Repair or replacement of the fire engine transferred hereunder which is consumed, lost, stolen, damaged or destroyed during mutual aid operations when STATE has dispatched or directed the dispatch of said apparatus through Regional or Operational Area Fire and Rescue Coordinators, or when STATE has reassigned said apparatus pursuant to the provisions of paragraph 10 of this agreement, shall be the responsibility of STATE However, in the event that any such loss or damage is due to the negligence of TRANSFEREE, under such circumstances, TRANSFEREE shall be liable therefore to the extent that the STATE deems equitable. TRANSFEREE agrees that it will assume responsibility in full for the repair or replacement of equipment which has been consumed, lost, stolen, damaged or destroyed in operations other than referred to in this paragraph.

3. Inspection of Apparatus
TRANSFEREE agrees that representatives of STATE and other authorized State personnel may inspect the fire engine at any time, with or without advance notice.

4. Staffing
Reasonable and continual training shall be carried on so that trained personnel shall at all times be available to staff and operate said fire engine. The TRANSFEREE DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

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Packet Pg. 114 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
4 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine shall provide personnel to staff the transferred fire engine per FIRESCOPE ICS standards with the expectation of staffing with three trained fire personnel for out of operational area assignments.

Per the California Fire Assistance Agreement, personnel under this Agreement are expected to be available for a minimum of seven (7) days (elapsed time) excluding travel, before needing replacement, regardless of the number of assignments from original dispatch. When local government personnel, staffing the fire engine, are committed to extended assignments there may be a need to replace or rotate personnel. Personnel rotation will follow the direction outlined in the California Fire Assistance Agreement when assigned to an incident within California. Crew rotation for incidents outside of California shall be consistent with the appropriate forest’s agencies policy and coordinated by STATE.

5. Personal Protective Equipment (PPE) and Specialized Equipment In addition to providing the standard complement of firefighting PPE, it shall be the TRANSFEREE’S responsibility to provide its personnel with all other PPE that may be required by NFPA 1901, other NFPA Standards, and 8 CA ADC § 3401 et seq. This shall include, but not be limited to, one Traffic Vest (ANSI / ISEA 207) for each seating position. In addition, we recommend chainsaw chaps be provided.

6. Training
Personnel assigned shall meet wildland fire and ICS standards established in the California Incident Command Certification System (CICCS) (January 2014 version) or NWCG 310-1 (October 2020 version). Personnel staffing STATE Type VI Fire Engines shall include the following qualifications: Company Officer (Engine Boss/ENGB), Apparatus Operator (engineer), and Firefighter (FFT1 or FFT2).

TRANSFEREE agrees to participate in an off-road train-the-trainer course and to adopt an off-road training program for their respective agencies.

7. Dispatching
All movement of the fire engine shall be handled through the official dispatching channels of TRANSFEREE. TRANSFEREE dispatchers will recognize and act on all official requests for movement of the fire engine in conformance with the Fire and Rescue Annex (California Fire and Rescue Mutual Aid System) to the State Emergency Plan and its subsequent revisions. STATE reserves the right to dispatch, direct the dispatch of, or temporarily reassign the said apparatus and equipment whenever, in the opinion of the Director of the Governor’s Office of Emergency Services, their representatives, or Operational Area and Regional Fire and Rescue Coordinators, such equipment and apparatus is essential to the protection of life and property in another jurisdiction or in the best interest of the STATE.

8. Mutual Aid Response
DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

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Packet Pg. 115 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
5 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Procedures for mutual aid response shall be in accordance with California Fire Service and Rescue Emergency Mutual Aid Plan.

9. Reimbursable Response
Reimbursement for mutual aid may be provided pursuant to a governor’s disaster proclamation or when conditions warrant invoking the California Fire Assistance Agreement, the State of Nevada Cooperative Agreement, the Emergency Management Assistance Compact, or the Interstate Compact as appropriate.

There is no other existing provision for mutual aid reimbursement.

10. Temporary Use
TRANSFEREE shall be permitted to use the fire engine for temporary cover of fire stations when emergency conditions warrant, or when regular fire engine is out of service for repairs. In either case, the TRANSFEREE shall immediately notify the Operational Area Dispatch Center. The TRANSFEREE further agrees that Cover-in or Standby of the fire engine exceeding 90 days is at the discretion of the STATE.

11. Temporary Transfer
a. A transfer of the fire engine or any portion thereof by TRANSFEREE for any period not exceeding seven consecutive days within a given Operational Area may be made with the consent of the Operational Area Fire and Rescue Coordinator and the STATE, providing that at the time such fire engine is received, such Temporary Transferee furnish TRANSFEREE and STATE a letter to the effect that Temporary Transferee assumes all obligations and criteria of TRANSFEREE with respect to such fire engine under this agreement during the period of transfer, including insurance coverage in accordance with Paragraph 13 or 14, as appropriate, and a copy of this Agreement is provided to the Temporary Transferee. Any transfer by TRANSFEREE for a period of more than seven consecutive days shall be subject to authorization by the STATE and execution of an “Agreement for the Temporary Transfer of Vehicular Equipment”, with the agency requesting the transfer.
b. Whenever fire engine is transferred in accordance with the provisions of paragraph 11.a, regular TRANSFEREE shall be relieved of its obligations under this agreement during such period of transfer.
c. Complete a written Temporary Cal OES Fire Engine Transfer Record, Exhibit “B”. The TRANSFEREE will retain one copy, the Temporary Transferee will retain one copy, and one copy will be forwarded to the STATE.

12. Reports and Records
TRANSFEREE shall maintain daily and monthly reports on the details of fire engine DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

9.a
Packet Pg. 116 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
6 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Use on OES F-101 Form. A Smoke Opacity Test, Pump Test, and Hose Test, and Ladder Test shall be completed annually. Written results of all tests and reports shall be forwarded to the STATE, by the end of the calendar year. A recent copy of the tests and reports shall be maintained in the vehicle logbook.

13. Report of Accidents
TRANSFEREE shall immediately notify STATE following any and all accidents involving this fire engine. It shall be the responsibility of TRANSFEREE to fill out State Form 270, "Report of Automobile Accident," and file the report with the STATE. A copy of this report shall be retained by the TRANSFEREE and the original and four copies forwarded to the STATE.

14. Insurance Protection (Non- State Agencies)
a. TRANSFEREE agrees forthwith to furnish evidence of insurance protecting the legal liability of the TRANSFEREE and the STATE for liability and/or property damage with a combined single limit of 1,000,000.00 per occurrence, by means of a Certificate of Insurance naming State of California as Additional Insured. Said certificate shall contain an agreement by the insurance company that it will not cancel said policy without 15 days prior written notice to the STATE and that the STATE is not liable for the payment of any premiums or assessments thereon. Said certificate must include the description of the fire engine including VIN, state license number and fire engine number.
b. In the event the TRANSFEREE is self-insured, TRANSFEREE in lieu of a certificate of insurance shall furnish the STATE a written statement of such fact. In such event TRANSFEREE agrees to hold the STATE harmless from any personal injury or property damage claims arising out of its maintenance, use or operation of the fire engine under the terms of this agreement. c. Physical damage insurance, including collision coverage and comprehensive coverage, shall be obtained. The STATE will be named as a loss payee. The description of the vehicle and the necessary amount of insurance required is outlined in attached Exhibit "C" which is by this reference made a part hereof.

15. Insurance Protection (State Agencies)
Any insurance necessary for coverage of the fire engine shall be the sole responsibility of the department having custody of the vehicle. TRANSFEREE agrees to report apparatus as being under its control to the Insurance Officer, Department of General Services.

16. Termination of Agreement
a. Either party may terminate this agreement upon 14 days written notice to other party, or TRANSFEREE may relinquish or STATE may repossess any DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

9.a
Packet Pg. 117 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
7 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine portion of the fire engine upon like notice to the other party, except that STATE may repossess any portion thereof without written notice whenever it deems the same is not being maintained in accordance with this agreement.
b. Upon the termination of this agreement, TRANSFEREE agrees to return said fire engine in the same condition as received, reasonable wear and tear excepted.
c. As inventory changes occur, or items of equipment are replaced, deleted or added by the STATE or replaced by TRANSFEREE, it is mutually agreed that no amendment to this agreement need be made at the time of the change; provided however, at the termination of this agreement a complete reconciliation of all equipment will be made. TRANSFEREE further agrees that all replacements for fire engine or equipment will be made with identical or substantially like items as approved by the STATE. d. Nothing in this agreement shall be construed to create a new property interest or right of action for the TRANSFEREE.

17. Unauthorized Use of STATE Fire Engine and Equipment Use of this fire engine other than as specified in paragraph 1 will be considered a breach of this agreement.

18. Use of Radio Equipment
a. STATE will furnish at STATE's sole cost, radio equipment installed in the fire engine to be operated on the current approved State radio load. b. STATE agrees to maintain said radio equipment without cost to TRANSFEREE. c. The TRANSFEREE agrees to operate said radio equipment in accordance with the Rules and Regulations of the Federal Communications Commission.
d. Ownership of said equipment is in the STATE, and all applications to the Federal Communications Commission seeking authority to add, modify or replace radio equipment covered by this agreement shall be made by and in the name of the State of California. To activate this agreement and in compliance with the control requirements of the Communications Act of 1934, as amended, the STATE hereby deputizes the Chief of the agency of said TRANSFEREE, and such volunteers, regularly employed and salaried assistants as shall be designated by the Chief of the agency as his agents to operate said radio equipment as specified in paragraph ''c" above. e. STATE assumes no liability hereunder for claims or losses accruing or resulting to any person, firm or corporation furnishing or supplying work, services or material or services in connection with the performance of this agreement DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

9.a
Packet Pg. 118 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
8 10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine or for any claims and losses accruing or resulting to any person, firm or corporation injured or damaged by performance of either party hereunder.

19. Notices
All notices herein provided to be given, or which may be given by either party to the other shall be deemed to have been fully given when made in writing and deposited in the U.S. mail, registered and postage prepaid and addressed as follows: To the TRANSFEREE at El Centro Fire Department, 1910 N. Waterman Ave.

El Centro, CA 92243 and to the STATE at Governor’s Office of Emergency Services, Fire and Rescue Division, 3650 Schriever Avenue, Mather, CA 95655. The address to which notices shall or may be mailed as aforesaid to either party may be changed by written notice given by such party to the other, as hereinabove provided; but nothing herein contained shall preclude the giving of any such notice by personal service.

20. Alterations and Variations
It is mutually understood and agreed that no alteration or variation of the terms of this agreement shall be valid unless made in writing and signed by the parties hereto, and that no oral understanding or agreements not incorporated herein, and no alterations or variations of the terms hereof unless made in writing between the parties hereto shall be binding on any of the parties hereto.

21. Waivers
The STATE may in its sole discretion and for such good cause as it determines waive in writing in whole or in part any requirement of this agreement that fire engine and/or equipment shall be maintained in operating condition, or repaired, or replaced, providing that any such waiver shall be applicable only to the specific fire engine or equipment to which it refers. No failure to enforce any provision of this Agreement shall be construed as a waiver of the provision. Any waiver, in order to be effective, must be in writing and shall only be effective for the instance specified in the writing.

IN WITNESS WHEREOF the parties hereto have executed this agreement upon the date first above written.

TRANSFEREE: STATE OF CALIFORNIA:

El Centro Fire Department_______ _________Mark S. Ghilarducci _ Mayor, Tomas Oliva Director
El Centro Fire Department Governor’s Office of Emergency Services By: By:

Brian S. Marshall Chief
City Clerk: Norma Wyles State Fire and Rescue
By: _____________________________
DocuSign Envelope ID: 44858998-43B7-41AF-9888-460B6184F654 In Process

9.a
Packet Pg. 119 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “A”
EQUIPMENT INVENTORY: Type VI Fire Engine

QUAN DESCRIPTION OES
NUMBER
SERIAL
NUMBER

FIRE HOSE
3 1 ½” NH X 50’, Structural Hose
1 1 ½” NH X 35’, Structural Hose
1 1 ½” NH X 35’, Wildland Hose
1 3” NH X 15’ Soft Suction Hose
8 3” NH X 50 Structural Hose
3 1 ½” NH X 100’, Wildland Hose
3 1” NPSH X 100’, Wildland Hose
3 5/8” GHT X 100’, Wildland Hose

HOSE REEL FIRE HOSE
2 ¾” NPSHX 50’, Hose Reel

SUCTION HOSE
2 3” NH X 9’, Suction Hose
1 1 ½” NH X 8, Suction Hose

NOZZLES
1 1 ½” NH Nozzle Structural, 30-125 GPM, Pistol Grip
1 1 ½” NH Nozzle, Structural, 30-125 GPM, Break-Apart
2 1 ½” NH Nozzle, Wildland, 20-60 GPM
1 1” NPSH Foam Nozzle, Pistol Grip
1 ¾” GHT Nozzle, Wildland
4 1” NPSH Nozzle, Wildland, 10-23 GPM
1 1 ½” NH Nozzle, Wildland w/ Foam Nozzle Attached

ADAPTERS AND FITTINGS
1 2 ½” NH Double Male
1 2 ½” NH Double Female
1 2 ½” NH-F X 1 ½” NH-M Reducer
1 1 ½” NH Double Male
2 1 ½” NH Double Female
1 1” NPSH Double Male
1 1” NPSH Double Female
1 1 ½” NH-F X 1” NH-M Reducer
2 1 ½” NH-F X 1” NPSH-M Reducer
3 1” NPSH-F X ¾” GHT-M Reducer
1 1 ½” NH-F X 2 ½” NH-M Increaser
1 ¾” GHT-F X 1” NSPH-M Increaser
1 1” NPSF-F X 1 ½” NH-M Increaser
1 3” NH-F X 2 ½” NH-F Adapter
1 1 ½” NPSH-F X 1 ½” NH-M Adapter
1 1 ½” NH-F X 1 ½” NPSH-M Adapter
1 1” NH-F X 1” NPSH-M Reducer
1 1 ½” NH-F X 1 ½” NH-M In-Line Shut-Off
1 1” NPSH-F X 1” NPSH-M In-Line Shut-Off
5 ¾” GHT-F X ¾” GHT-M In-Line Shut-Off

HOSE APPLIANCES
1 2 ½” NH-F X 1 ½” NH-F X 1 ½” NH-F Gated Wye
2 1 ½” NH-F X 1 ½” NH-M X 1 ½” NH-M Gated Wye
A-1
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Packet Pg. 120 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine 1 1” NPSH-F X 1” NPSH-M X 1” NPSH-M Gated Wye
1 ¾” GHT-F X ¾” GHT-M X ¾” GHT-M Gated Wye
3 1 ½” NH-F X 1 ½” NH-M X 1” NPSH-M Tee
3 1” NPSH-F X 1” NPSH-M X 1” NPSH-M Tee
1 3” NH Suction Hose Strainer
1 1 ½” NH Strainer/Foot Valve
1 1 ½” NH Floating Strainer

LADDERS
1 Little Giant Ladder, 20’

HAND TOOLS
1 Pick-Head Axe, 6 LB, 36” Handle
1 Flat-Head Axe, 6 LB, 36” Handle
1 Pike Pole, 6’
1 Rubbish Hook, 6’
2 Forest Fire Shovel
1 McLeod
1 Pulaski
1 Fire Rake
1 Council Combination Tool
2 Hay Hooks
1 Pipe Wrench, 24”
1 Bolt Cutters, 24”
1 Fence Pliers

HOSE ACCESSORIES
2 Forestry Spanner Wrench, Combination
1 Dead-Blow Hammer, 2 LB
1 Hydrant Wrench
2 Spanner Wrench
1 Foam Can Wrench
1 Hose Roller
2 Wildland Hose Clamp

PORTABLE PUMP
1 Portable Pump, 119 GPM, 64 PSI 189926 GCBRT3004538
2 2” NPT-F X 1 ½” NH-M Adapter
1 Fuel Can, 2 ½ Gallon, Regular Fuel

BACKPACK PUMP
1 Backpack Pump, 5 Gallon

DRIP TORCH
1 Drip Torch

TRUCK EQUIPMENT
2 Chock Blocks
1 Triangle Warning Reflectors
1 Electronic Road Flare Kit
1 Traffic Cones, Collapsible Kit,
1 Jack, 8-Ton
1 Tow Chain, 25’ X 3/8”, 6,660 LB Working Load

CHAIN SAW
1 Chain Saw, 24” Bar, Standard Chain 189927 187565855
1 Spark Plug, Spare
1 Air Filter, Spare
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9.a
Packet Pg. 121 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine 1 Bar, 24”, Spare
1 Bar Oil, 1 Gallon
1 Chain Saw Tool Kit

FIRE EXTINGUISHERS
1 30 LB BC Fire Extinguisher
1 5 LB ABC Fire Extinguisher

EXTRICATION EQUIPMENT
1 Spreader, eDRAULIC
1 Cutter, eDRAULIC
1 Ram, eDRAULIC
Rechargeable Battery
1 Battery Charger, Multi-Bank

MEDICAL EQUIPMENT
1 Trauma Kit
1 Burn Kit
ROPE
1 Utility Rope, ½” X 100’
1 Rope Bag
G.P.S.
1 Garmin
A-3
A-2
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9.a
Packet Pg. 122 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “B”
RADIO INVENTORY: Type VI Fire Engine

QUAN DESCRIPTION OES NUMBER SERIAL NUMBER

MOBILE RADIOS
1 Mobile Radio, Bendix-King, KNG M-150 190046 1005110120350014

PORTABLE RADIOS
1 Portable Radio, Bendix-King, KNG P-150 189888 1005030119340071 1 Speaker Microphone
1 Battery Holder
1 Carrying Case, Leather
B-1
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9.a
Packet Pg. 123 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine EXHIBIT “C”

TEMPORARY CAL OES FIRE ENGINE TRANSFER RECORD
NO. A R T I C L E OES
DECAL

QUANTITY

1. 500 GPM Type IV Fire Engine, complete with
equipment per attached Exhibit "A" of Agreement
for Temporary Transfer of Vehicular Equipment.

OES - 1

2. License No: 1616807

3. VIN No: 1FD0W5HT8LED22978

4. Engine Number: 6617

5. Proof of Insurance:

6. Inventory Completed:

7. 8.

9. 10.

11. REASON FOR TEMPORARY TRANSFER:

SIGNATURES:

Date

PERMANENT TRANSFEREE
Date

TEMPORARY TRANSFEREE
C-1
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9.a
Packet Pg. 124 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine EXHIBIT “D”

INSURANCE REQUIREMENTS
Part of the agreement through which the STATE makes a temporary transfer of vehicular equipment is the agreement on the part of the TRANSFEREE to furnish certain evidence of insurance. Your organization, as a transferee of equipment, will want to be mindful of these requirements and assure they are complied with.

Liability Insurance
A certificate of insurance shall be furnished to the STATE providing minimum limits of insurance as follows:

BODILY INJURY and PROPERTY DAMAGE LIABILITY $1,000,000.00 PER OCCURANCE A certificate of insurance will have the following provisions included:

1. The State of California shall be named Loss Payee and Additional Insured.

2. The insurance company shall agree that in the event of cancellation, 15 days prior written notice will be given to the STATE.

3. The STATE shall not be responsible for premium or assessments.

4. Certificate of Insurance must include the description of the fire engine including identification number, State license number and Cal OES unit number.

Physical Damage Insurance
The transfer agreements place certain responsibilities upon your organization for the safekeeping of the vehicle and equipment. The STATE will look to your organization for reimbursement for repair or replacement cost in the event the vehicle or equipment is damaged by misuse or negligence or by other causes, except normal wear and tear, acts of God and conditions over which your organization has no control.

D-1
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Packet Pg. 125 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine Description of Fire Engine

VEHICLE VALUE
2020 FORD (HME) $215,599.00
License Number: 1616807
VIN Number: 1FD0W5HT8LED22978
Engine Number: 6617

EQUIPMENT
Hose and Appliance $41,826.00
D-2
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9.a
Packet Pg. 126 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) State of California
GOVERNOR’S OFFICE OF EMERGENCY SERVICES
Fire and Rescue Division
10/2020
Agreement for Temporary Transfer of Vehicular Equipment-Type VI Engine EXHIBIT “E”
Original text of letter addressed to the California Fire Service outlining the specifications to be considered for a Type VI fire engine assignment:

As a result of the Governor’s Blue-Ribbon Commission of the 2003 Fire Siege, the Governor’s Office of Emergency Services, Fire and Rescue Division has purchased seventy-nine Type VI fire engines.

Cal OES, Fire and Rescue Division is notifying agencies that are interested in becoming a transferee of the new Type VI fire engines. These fire engines will be assigned within the Cal OES Regions. Agencies desiring to house and staff these fire engines must meet the following criteria for consideration of transfer. All these items must be addressed in your fire engine request.

Training:
· Personnel responding with the fire engine shall meet wildland fire and ICS training standards established in the California Incident Command Certification System (CICCS) or NWCG 310-1 (Current version) for the following positions; 1 Engine Boss or Company Officer
1 Apparatus Operator (Engineer)
1 Firefighter (Type 1 or 2 Firefighter)
· The department has or will adopt a 4X4 Driver Training Program Cal OES, Fire and Rescue Division Type VI TRANSFEREE will be expected to meet and accept the following work assignments & staffing:
· Backfire, Burnout, Holding, and Mop-Up
· Progressive Hose Lays, Hose Lays supplemented with portable pumps · Construct Hand lines
· Mobile Pumping
· Operate in Off-Road Environment
· Meet the expected 7-Day minimum assignment period in compliance with the California Fire Assistance Agreement.
· Meet FIRESCOPE compliant 3-person staffing
· The ability to staff 3-person staffing for out of Operational Area dispatches · The transfer agreement that transfers the fire engine requires that a fire department staff the fire engine for immediate need with 3 fully trained personnel.
· The department should assess if it has the staffing capability to send the engine out (minimum 3 fire fighters) for 7-14 days (excluding travel time) E-1
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Packet Pg. 127 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) Certificate Of Completion
Envelope Id: 4485899843B741AF9888460B6184F654 Status: Sent Subject: Please DocuSign: 6617 - El Centro Fire Department.pdf Source Envelope:

Document Pages: 17 Signatures: 2 Envelope Originator:

Certificate Pages: 2 Initials: 0 Mitch Higgins
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
3650 Schriever Ave
Mather, CA 95630
[email protected]
IP Address: 12.198.223.202
Record Tracking
Status: Original
4/25/2022 7:07:41 AM
Holder: Mitch Higgins
[email protected]
Location: DocuSign
Security Appliance Status: Connected Pool: StateLocal
Storage Appliance Status: Connected Pool: California Governor's Office of Emergency Services
Location: DocuSign
Signer Events Signature Timestamp
Brian Marshall
[email protected]
Carahsoft OBO California Governor's Office of
Emergency Services
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Signed by link sent to
[email protected]
Using IP Address: 63.193.207.1
Sent: 4/25/2022 7:13:12 AM
Viewed: 4/26/2022 12:47:14 PM
Signed: 4/26/2022 12:47:23 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Tomas Oliva
[email protected]
Security Level: Email, Account Authentication
(None)
Sent: 4/26/2022 12:47:25 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Norma Wyles
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp
In Process

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Packet Pg. 128 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) Carbon Copy Events Status Timestamp
Mitch Higgins
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 4/25/2022 7:13:12 AM
Payment Events Status Timestamps
In Process

9.a
Packet Pg. 129 Attachment: CALOES Agrmnt-DocuSign_6617 ECFD (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) 06/2022/liz/A22-0102/Reso/TempTransferOESvehicle
RESOLUTION NO. 22-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO APPROVING

AN AGREEMENT FOR TEMPORARY TRANSFER OF VEHICULAR EQUIPMENT-TYPE

VI FIRE ENGINE
WHEREAS, the Governor’s Office of Emergency Services (CalOES) has offered the City of El Centro Fire Department the temporary use of a wildland fire engine at minimal cost to the City as set out in the Agreement for Temporary Transfer of Vehicular Equipment-Type I Fire Engine (the “Agreement”); and
WHEREAS, the City may use the engine for City fire protection purposes as long as such use meets the terms and conditions of the Agreement to appropriately house the fire engine and provide insurance and routine maintenance; and
WHEREAS, the City also must provide staffing and training for use of the engine for mutual aid and wildland fire protection; and
WHEREAS, the City Council has determined that approval of the Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine will be in the best interest of the City.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. That the foregoing is true, correct and adopted.

2. That the City Council hereby approves the Agreement for Temporary Transfer of Vehicular Equipment-Type VI Fire Engine and authorized the Interim Fire Chief to execute the agreement and take any and all actions necessary for its implementation.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on the day of , 2022.

CITY OF EL CENTRO
By __________________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk

9.b
Packet Pg. 130 Attachment: RESOLUTION CalOES Type-VI Assignee Agreement.docx (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) 06/2022/liz/A22-0102/Reso/TempTransferOESvehicle
APPROVED AS TO FORM:

Office of the City Attorney
By _______________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, L. Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the forgoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By _________________________
Norma Wyles, City Clerk

9.b
Packet Pg. 131 Attachment: RESOLUTION CalOES Type-VI Assignee Agreement.docx (5571 : Approve Agreement for Temp Transfer of Type VI Fire Engine) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Public Works
El Centro, CA 92243 Category: Resolution
Prepared By: Abraham Campos
SCHEDULED Department Head: Abraham Campos
RESOLUTION (ID # 5374) DOC ID: 5374
Discussion and any necessary action regarding the approval of a Memorandum of Understanding with the County of
Imperial related to Aerial Imagery acquisition services CITY MANAGER’S RECOMMENDATION:

Adopt Resolution No. 22- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

EL CENTRO APPROVING A MEMORANDUM OF UNDERSTANDING WITH THE

COUNTY OF IMPERIAL FOR THE REGIONAL AERIAL IMAGERY ACQUISITION

PROJECT
FISCAL IMPACT:

Estimated $7,675 from LTA Measure D funds.

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

Goal 2 - Environmental Sustainability and Infrastructure. The project deliverable is a tool in support of the actions listed in Goal 2.

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

NA
BACKGROUND:

Every few years, the region participates towards a County wide project for Aerial Imagery. The aerial imagery is utilized by agencies to assist in design of road projects and to assess development growth in the region.

DISCUSSION:

The County is the lead agency for this round of Aerial Imagery Acquisition. Due to the area covered, the IID and Imperial County are the major contributors to the cost. SCAG has been a partner and contributed funds towards the project to the benefit of the regions' local agencies.

A total of $600,000 is requested for the project, of which the City of El Centro is requested to contribute $7,675.00. The $600,000 includes $144,534.387 that will remain available as reserve towards a 2024 aerial imagery update project.

CONCLUSION:

Adopt Resolution No. 22- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

EL CENTRO APPROVING A MEMORANDUM OF UNDERSTANDING WITH THE

COUNTY OF IMPERIAL FOR THE REGIONAL AERIAL IMAGERY ACQUISITION

PROJECT
10 Packet Pg. 132
Resolution (ID # 5374) Meeting of June 21, 2022
ATTACHMENTS:
• Resolution (PDF)
• Exhibit 1 - MOU Final_Imperial County Regional Aerial Imagery Consortium (PDF) • MOU Exhibit B_ Contributions (PDF)
• MOU Exhibit A_ EagleView_ServiceAgreement_2020 (PDF)
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06/2022/liz/A21-0238/Reso/MOU/ImCoImageryProject 1
RESOLUTION NO. 22 –

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL

CENTRO APPROVING A MEMORANDUM OF UNDERSTANDING

WITH THE COUNTY OF IMPERIAL FOR THE REGIONAL AERIAL
IMAGERY ACQUISITION PROJECT.

WHEREAS, the City of El Centro (“City”) was invited to participate in the Countywide Regional Aerial Imagery Acquisition Project (“Project”) in conjunction with other public agencies (“Members”); and
WHEREAS, the County of Imperial (“County”) led the development of the Project; and WHEREAS, the County is seeking to secure commitments of financial contributions from the Members; and
WHEREAS, the City has considered the participation and provision of financial contribution to the acquisition of high-resolution imagery, building footprints and web hosting services as a consortium of local governments and agencies; and WHEREAS, the County presented to the City a Memorandum of Understanding attached as Exhibit 1, between the County and Members; and
WHEREAS, it is necessary for the City Council of the City of El Centro, California (“City Council”) to approve a Memorandum of Understanding with the County; and WHEREAS, the City Council finds that its approval of the Memorandum of Understanding is in the best interest of the City.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. That the foregoing is true, correct and adopted.

2. That the City Council does hereby accept the Memorandum of Understanding between the City and the County for the Project.

3. That the City Manager is hereby authorized to sign a Memorandum of Understanding in substantial form to Exhibit 1.

4. That the Memorandum of Understanding for the Project shall be reviewed and approved as to form by the City Attorney prior to execution.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on the day of , 2022.

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Packet Pg. 134 Attachment: Resolution (5374 : Aerial Imagery MOU with County) 06/2022/liz/A21-0238/Reso/MOU/ImCoImageryProject 2

CITY OF EL CENTRO
By _____________________
Tomas Oliva, Mayor
ATTEST:

By
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By
Betsy Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By
Norma Wyles, City Clerk

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Packet Pg. 135 Attachment: Resolution (5374 : Aerial Imagery MOU with County) Exhibit 1
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REGIONAL AERIAL IMAGERY ACQUISITION

CONSORTIUM MEMORANDUM OF UNDERSTANDING
This Regional Aerial Imagery Acquisition Consortium Memorandum of Understanding (“MOU”) is made and entered into this _____________________________ 2021, by and between the COUNTY OF IMPERIAL, a political subdivision of the State of California, (“COUNTY”), and

CITY OF EL CENTRO, CITY OF BRAWLEY, CITY OF IMPERIAL, CITY OF

WESTMORLAND, CITY OF CALIPATRIA, CITY OF HOLTVILLE, CITY OF CALEXICO, IMPERIAL IRRIGATION DISTRICT (“IID”), IMPERIAL COUNTY TRANSPORTATION COMMISSION (“ICTC”), IMPERIAL COUNTY LOCAL AGENCY FORMATION COMMISSION (“LAFCO”), THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (DISTRICT 11) (“CALTRANS”), and SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS (“SCAG”), individually and collectively referred to as “MEMBER” and “MEMBERS” respectively.

WITNESSETH
WHEREAS, COUNTY entered into that certain Aerial Imagery Acquisition Service Agreement dated December 8, 2020 through Minute Order No. 25 (“Aerial Imagery Agreement”), attached hereto as Exhibit “A”, with Pictometry International Corp to perform aerial imagery and web hosting services in connection with the Countywide Regional Aerial Imagery Acquisition Project (“Project”) to be utilized by several COUNTY departments and a consortium of public sector partner agencies (“RAIA Consortium”); and
WHEREAS, COUNTY has secured commitments of financial contributions (“RAIA Consortium fee”) from a consortium of partner agencies that will utilize the imagery and information that is acquired, which the COUNTY will maintain, including IID, ICTC, LAFCO, CALTRANS, and SCAG; and
WHEREAS, upon payment of the RAIA Consortium fee, any remaining contributions will roll over for the next Consortium project—an anticipated imagery acquisition project slated to kick

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off by 2024 (“2024 Consortium project”); and
WHEREAS, COUNTY and MEMBERS are desirous of entering into a memorandum of understanding to complete the Project and future projects by establishing the RAIA Consortium.

NOW, THEREFORE, COUNTY and MEMBERS hereby enter into this MOU upon the terms and conditions set forth herein.

1. PARTIES TO AGREEMENT

1.1. This MOU is by and between COUNTY and MEMBERS.

1.2. It is not the intent of the parties to this MOU to create, and nothing in this MOU shall be construed as creating a joint venture or partnership or any other relationship between the parties. Neither the COUNTY nor MEMBERS authorizes the others to act as their agents or representatives. No employees of COUNTY or any MEMBER shall be deemed the employees of any other party to this MOU.

2. TERM OF AGREEMENT
This MOU shall be conterminous with the Aerial Imagery Agreement.

3. COMPENSATION

3.1. The compensation for services required to be performed under the Aerial Imagery Agreement (2020 Flight) is $455,465.62. The total contribution amount under this MOU is $600,000. $144,534.38 of the $600,000 shall be reserved towards the 2024 Consortium project. Now therefore, MEMBERS and COUNTY shall contribute an RAIA Consortium fee in the following amounts:

Entity Contribution
SCAG $300,000.00
IID $120,000.00
Imperial County $100,000.00
ICTC $30,000.00
LAFCO $15,000.00
City of El Centro $7,675.00
City of Calexico $6,800.00

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Packet Pg. 137 Attachment: Exhibit 1 - MOU Final_Imperial County Regional Aerial Imagery Consortium (5374 : Aerial Imagery MOU with County) Exhibit 1
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City of Brawley $4,550.00
City of Imperial $3,250.00
City of Calipatria $1,275.00
City of Holtville $1,075.00
City of Westmorland $375.00
Caltrans $10,000.00
Total $600,000.00
Cost of 2020 Flight $455,465.62
Reserves for Next Flight $144,534.38
A more detailed description is included in the attached Exhibit “B”, incorporated by this reference as though fully set forth herein.

3.2. The MEMBERS listed in 3.1 are governmental entities that will have access to the data upon payment of the RAIA Consortium fee to the County Executive Office. Each MEMBER shall pay the COUNTY the required RAIA Consortium fee within thirty (30) days of invoice. All MEMBERS understand that each RAIA Consortium fee must be paid prior to being able to access the data. If any MEMBER fails or refuses to pay its RAIA Consortium fee within the required thirty (30) day period, each of the other MEMBERS shall pay the RAIA Consortium fee on a proportional basis in the same fashion as the original fee amount was calculated.

3.3. Notwithstanding Section 3.2 above, SCAG shall pay the COUNTY $150,000.00 within thirty (30) days of invoice and shall be provided with access to the data upon payment. SCAG shall provide the remaining $150,000 upon receiving, reviewing and approving the provided data.

3.4. Agencies participating in this current consortium are not obligated to participate in the 2024 Consortium project. Regardless of whether a MEMBER chooses to participate beyond Cycle 1, the MEMBER is authorized to possess and use the current consortium Digital Aerial Data for its organizational purposes in perpetuity. If applicable, an amendment to this Agreement or separate participation agreement will be executed by the

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Parties for the 2024 Consortium project and the distribution of funds for the 2024 Consortium project will be addressed separately by such amendment or separate participation agreement. In such event, funds received in excess of the current consortium costs shall be applied to the 2024 Consortium project. In the event that a MEMBER determines not to participate in the 2024 Consortium project, funds paid in excess of the current consortium costs shall be forfeited. If COUNTY does not continue past the current consortium, any funds collected by the COUNTY in excess of the current consortium costs shall be returned to the MEMBERS in proportion to their separate contributions actually made.
///

4. PRODUCTS
A. Digital Imagery: 3-inch resolution and 6-inch resolution, 4 band (red, green, blue, and near infrared) true natural color digital orthophoto/ortho-rectified data covering Imperial County project area. Digital imagery will be provided in the following formats: GeoTIFF tiles and mosaic of ECW or MrSID tile format (which includes seamline generation, radiometric balancing and final color balancing to ensure seamless consistent coverage of the area of interest). These data will be California State Plane Coordinate System, Zone 6 (US feet), Datum NAD 83.

B. Building footprints: Outlines of building footprints for structures that are 300 square feet or greater will be provided for Imperial County project area in shapefile format with z values.

These data will be California State Plane Coordinate System, Zone 6 (US feet), Datum NAD

83. The vertical datum will be North American Vertical Datum of 1988 (NAVD88), US Feet.

C. External Hard Drive with contents stated above.

D. Vendor web hosting services (Pictometry Connect) and related products for duration of agreement.

5. INDEMNIFICATION
Each MEMBER shall defend, indemnify and hold harmless COUNTY and the other MEMBERS from any and all claims, damages or loss arising out of the MEMBER’s performance of this MOU, their agents or employees, or any obligation imposed thereby, or any act of or failure to act by such MEMBER. Notwithstanding the foregoing, no MEMBER shall be

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liable for the negligent act or omission, or the willful misconduct, of any other MEMBER.

6. INSURANCE REQUIREMENTS
MEMBERS hereby agree to obtain and maintain in full force during the entire term of this MOU insurance coverage acceptable to COUNTY and MEMBERS.

7. WITHDRAWAL
MEMBERS may withdraw from this MOU by giving all other parties to this MOU thirty (30) days prior written notice. In the event of withdrawal, MEMBER’S forfeit any fees paid.

8. NOTICES

8.1. Any notice by either party to the other shall be personally delivered to the party or sent by certified mail, return receipt requested, to the addresses set forth below:

COUNTY:

Imperial County Executive Office
940 Main Street, Suite 208
El Centro, CA 92243
MEMBERS:

City of El Centro City of Calipatria
1275 W. Main St. 125 N. Park Ave.

El Centro, CA 92243 Calipatria, CA 92233
City of Holtville City of Westmorland
121 W. 5th 355 S. Center
Holtville, CA 92250 Westmorland, CA 92281
City of Brawley City of Imperial
400 Main Street 420 S. Imperial Ave.

Brawley, CA 92227 Imperial, CA 92251
City Manager Imperial Irrigation District
City of Calexico P. O. Box 937
608 Heber Ave. 333 E. Barioni Blvd.

Calexico, CA 92231 Imperial, CA 92251
State of California Imperial County Transportation
Department of Transportation Transportation Commission

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District 11, MS-50 1503 N. Imperial Ave., Suite 104
2829 Juan Street El Centro, CA 92243
San Diego, CA 92110
Imperial County Local Agency Southern California Association Formation Commission of Governments
1122 State Street, Suite D 1503 N. Imperial Ave., Suite 104 El Centro, CA 92243 El Centro, CA 92243

8.2. Any party may change its address for notice by providing written notice to the other parties in accordance with Paragraph 7.1. Notices shall be deemed effective on the date of delivery.

9. ENTIRE AGREEMENT
This MOU contains the entire contract between COUNTY and MEMBERS relating to the transactions contemplated hereby and supersedes all prior or contemporaneous agreements, understandings, provisions, negotiations, representations, or statements, either written or oral.

10. MODIFICATION
No modification, waiver, amendment, discharge, or change of this MOU shall be valid unless the same is in writing and signed by all parties.

11. PARTIAL INVALIDITY
If any provision in this MOU is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions will nevertheless continue in full force without being impaired or invalidated in any way.

12. WAIVER
No waiver of any breach or of any of the covenants or conditions of this MOU shall be construed to be a waiver of any other breach or to be consent to any further or succeeding breach of the same or any other covenant or condition.

13. CHOICE OF LAW
This MOU shall be governed by the laws of the State of California. This MOU is made and entered into in Imperial County, California. To the extent permitted by law, any action brought by

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any party with respect to this MOU shall be brought in a court of competent jurisdiction within said County.

14. ATTORNEYS’ FEES
If a party herein brings an action to enforce the terms thereof or declare rights hereunder, each party shall be responsible for its own attorneys’ fees.

15. AUTHORITY

15.1. Each of the individuals executing this MOU on behalf of COUNTY and MEMBERS represents and warrants that:

15.1.1. He or she is duly authorized to execute and deliver this MOU on behalf of COUNTY or MEMBER as applicable;

15.1.2. Such execution and delivery on behalf of COUNTY is duly authorized by the Board of Supervisors and within the authority of the signatory identified below.

15.1.3. MEMBERS warrant that the party executing this MOU on behalf of MEMBER is authorized to do so by MEMBER’S legislative or governing body, consistent with California Gov. Code §6502.

16. COUNTERPARTS
This MOU may be executed in counterparts.

17. REVIEW OF AGREEMENT TERMS
This MOU has been reviewed and revised by legal counsel for COUNTY and MEMBERS, and no presumption or rule that ambiguities shall be construed against the drafting party shall apply to the interpretation or enforcement of the same or any subsequent amendments thereto. ///
///
IN WITNESS WHEREOF, the parties have caused this MOU to be executed the day and year first above written.

COUNTY OF IMPERIAL

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___________________________
By: MICHAEL W. KELLEY
Chairman of the Board of Supervisors
ATTEST:
__________________
By: Blanca Acosta
Clerk of the Board of Supervisors
APPROVED AS TO FORM:

COUNTY COUNSEL
ADAM G. CROOK
___________________________
By: Eric Havens
Assistant County Counsel
APPROVED AS TO FORM AND CONTENT:

CITY OF EL CENTRO: CITY OF HOLTVILLE:
___________________________ __________________________
CITY OF CALEXICO: CITY OF BRAWLEY:
___________________________ __________________________
CITY OF IMPERIAL: CITY OF CALIPATRIA:
___________________________ __________________________
CITY OF WESTMORLAND: IMPERIAL IRRIGATION DISTRICT:
___________________________ _________________________

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STATE OF CALIFORNIA IMPERIAL COUNTY TRANSPORTATION
DEPARTMENT OF COMMISSION:

TRANSPORTATION (DISTRICT 11):
____________________________ _________________________

IMPERIAL COUNTY LOCAL SOUTHERN CALIFORNIA
AGENCY FORMATION ASSOCIATION OF GOVERNMENTS:

COMMISSION:
____________________________ _________________________
Approved as to form by:

Michael R.W. Houston, Chief Counsel

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Packet Pg. 144 Attachment: Exhibit 1 - MOU Final_Imperial County Regional Aerial Imagery Consortium (5374 : Aerial Imagery MOU with County) Entity Contribution
SCAG $300,000.00
IID $120,000.00
Imperial County $100,000.00
ICTC $30,000.00
LAFCO $15,000.00
City of El Centro $7,675.00
City of Calexico $6,800.00
City of Brawley $4,550.00
City of Imperial $3,250.00
City of Calipatria $1,275.00
City of Holtville $1,075.00
City of Westmorland $375.00
Caltrans $10,000.00
Total $600,000.00
Cost of 2020 Flight $455,465.62
Reserves for Next Flight $144,534.38
Exhibit B

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Packet Pg. 145 Attachment: MOU Exhibit B_ Contributions (5374 : Aerial Imagery MOU with County) Agency / Jurisdiction Contribution Contribution of Project Cost Contribution of Total Funds SCAG $300,000.00 65.87% 50.00%
IID $55,465.62 12.18% 9.24%
IID Rollover $64,534.38 10.76%
Imperial County $55,000.00 12.08% 9.17%
Imperial County Rollover $45,000.00 7.50%
ICTC $30,000.00 6.59% 5.00%
LAFCO $15,000.00 3.29% 2.50%
City of El Centro Rollover $7,675.00 1.28%
City of Calexico Rollover $6,800.00 1.13%
City of Brawley Rollover $4,550.00 0.76%
City of Imperial Rollover $3,250.00 0.54%
City of Calipatria Rollover $1,275.00 0.21%
City of Holtville Rollover $1,075.00 0.18%
City of Westmorland Rollover $375.00 0.06%
Caltrans Rollover $10,000.00 1.67%
Total Funds $600,000.00
Needed to Fund Project $455,465.62
Rollover $144,534.38

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Packet Pg. 146 Attachment: MOU Exhibit B_ Contributions (5374 : Aerial Imagery MOU with County) City Percentage Contribution $20,000.00 $25,000.00 $30,000.00 City of El Centro 30.70% $6,140.00 $7,675.00 $9,210.00
City of Calexico 27.20% $5,440.00 $6,800.00 $8,160.00
City of Brawley 18.20% $3,640.00 $4,550.00 $5,460.00
City of Imperial 13.00% $2,600.00 $3,250.00 $3,900.00
City of Calipatria 5.10% $1,020.00 $1,275.00 $1,530.00
City of Holtville 4.30% $860.00 $1,075.00 $1,290.00
City of Westmorland 1.50% $300.00 $375.00 $450.00
City Percentage Contribution $25,000.00
City of El Centro 30.70% $7,675.00
City of Calexico 27.20% $6,800.00
City of Brawley 18.20% $4,550.00
City of Imperial 13.00% $3,250.00
City of Calipatria 5.10% $1,275.00
City of Holtville 4.30% $1,075.00
City of Westmorland 1.50% $375.00

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Packet Pg. 171 Attachment: MOU Exhibit A_ EagleView_ServiceAgreement_2020 (5374 : Aerial Imagery MOU with County) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Public Works
El Centro, CA 92243 Category: Public Hearing
Prepared By: Norma Wyles
SCHEDULED Department Head: Abraham Campos
RESOLUTION (ID # 5575) DOC ID: 5575
Public Hearing to consider the residential and commercial solid waste services rates and tabulate protest ballot results CITY MANAGER’S RECOMMENDATION:

Upon a Favorable Result on the Ballot Count and Upon Conclusion of the Public Hearing, Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

EL CENTRO, DECLARING THE RESULTS OF THE PROPERTY OWNER PROTEST

BALLOT PROCEEDING CONDUCTED FOR THE INCREASE OF RESIDENTIAL AND

COMMERCIAL/MULTIFAMILY SOLID WASTE RATES, COMMENCING IN FISCAL YEAR 2022/2023 AND THE SUBSEQUENT FOUR FISCAL YEARS, MAKING

FINDINGS AND APPROVING SUCH RATES AND CERTAIN RELATED ACTIONS FISCAL IMPACT:

Administering the Proposition 218 majority process came at a cost $20,483.14 to the General Fund, including mailing of notices, consultant costs and IV Press publishing. If the rates are approved, the New Agreement with CR&R will generate $50,000 per year to the City to reimburse contract and program implementation costs such as this. The City is also in receipt of $64,444 in State grant funds for implementation of SB1383 regulations, all of which help offset initial implementation costs.

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

Goal 2, Environmental Sustainability & Infrastructure. Action 2.9, Ensure compliance with State and solid waste and recycling requirements
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

NA
BACKGROUND:

The City is proposing to increase trash and recycle collection rates due to increasing costs of service and costs associated with compliance with new State regulations.

Increasing the rates must comply with Proposition 218, which requires certain procedures to be followed with regard to “property-related” fee increases imposed by government agencies. This report provides the proposed rate increases and identifies the required procedures to implement the new rates.

On March 20, 2007, the City awarded the eight-year Agreement between City of El Centro and CR&R Incorporated for Integrated Solid Waste Management Services to CR&R for citywide commercial and residential refuse and recycling collection services (Agreement). The agreement commenced on July 1, 2007. On July 1, 2011, the Third Amendment to the Agreement extended the term of the Agreement to July 2027. On March 21, 2017, Council approved new commercial organic and multi-family green 11 Packet Pg. 172
Resolution (ID # 5575) Meeting of June 21, 2022
waste rate schedules to fund CR&R’s expenses for implementing programs for commercial organic and multi-family green waste.

The City determined the need to amend and restate the Agreement to incorporate updates and new regulations, such as Senate Bill 1383. The City retained HF&H Consultants, LLC to assist in the development and negotiation of an Amended and Restated Agreement. The Amended and Restated Agreement between City of El Centro and CR&R Incorporated for Integrated Solid Waste Management Services (New Agreement), which includes residential and commercial organics recycling collection services, became effective on April 5, 2022 upon Council’s approval, with the term commencing May 1, 2022, and expiring on June 30, 2027. The New Agreement may be extended in five-year intervals by mutual agreement of the City and CR&R, same as with the original amended agreement.

The New Agreement incorporated implementation language required by State regulations at an additional cost to CR&R. CR&R requested a rate increase to account for these new requirements and changes in the recycling markets.

Pursuant to Proposition 218, the Right to Vote on Taxes Act of 1996, local governments must follow certain requirements before increasing an existing property-related fee such as the rates imposed for solid waste collection. Local governments must mail information about a proposed new or increased fee in a notice of public hearing to account holders. Account holders may be property owners or tenants of properties who actually pay the rates for the service. The governing body of the local government must, at the time and place specified in the hearing notice, conduct a public hearing to consider the new fee or fee increase. The notice must be mailed 45 days prior to the public hearing date. The governing body must reject the fee if a majority of the property owners (or tenants that pay the rate) protest in writing via mail or delivered in-person.

DISCUSSION:

Tonight’s public hearing is to consider the proposed maximum rate schedules in accordance with Proposition 218. In accordance with State law, the public hearing notice was mailed to account holders on April 18, 2022, which exceeds the required 45 minimum day notice requirement. The notice is included in this report as Attachment 1.

It includes information outlining the maximum rate increases for solid waste collection services for a five-year (5-year) period commencing July 1, 2022 through June 30, 2027.

The proposed July 1, 2022 rates included in Exhibit A of the public hearing notice are the actual rates that will be charged to customers foregoing a majority protest (50% plus one protest from businesses and residents/property owners in the City.) A total of 8,977 addresses were found to contain a service account based on account records. Of these, 61 were returned as not deliverable. As such 8,916 were delivered and 4,459 protests are required to create a majority protest.

For the years ending June 30, 2024 through June 30, 2027, beginning July 1, 2023, 11 Packet Pg. 173
Resolution (ID # 5575) Meeting of June 21, 2022
residential and commercial solid waste service rates and roll-off service rates are proposed to be adjusted on a yearly basis on July 1 of the related year, based on the weighted changes to the rate adjustment factors as described in Article 6 of the New Agreement. Said factors are also included as Attachment 2, hereto attached. In either case, the yearly rate increase is limited to the adjustment factors here stated, or 4 percent, whichever is less.

Annual rate increases in any given year exceeding the rates proposed in Exhibit A of the public hearing notice and any further increases proposed after June 30, 2027, would be subject to approval by the City Council via a public hearing and protest procedures.

For illustration purposes, select typical rates are included below for residential and commercial accounts:

Residential accounts:

As a sample, the table below illustrates the maximum possible rate increases for a single-family residential home. Rates beginning July 1, 2023 may be lower if the rate adjustment factors produce an adjustment factor lower than 4 percent.

Sample single-family residential
maximum possible rate increase schedule.

Time Period Max Rate Notes
July 1, 2022 to June 30, 2023 $ 22.95 Includes one time 11.2% increase July 1, 2023 to June 30, 2024 $ 23.87 Includes maximum 4% increase July 1, 2024 to June 30, 2025 $ 24.82 Includes maximum 4% increase July 1, 2025 to June 30, 2026 $ 25.81 Includes maximum 4% increase July 1, 2026 to June 30, 2027 $ 26.84 Includes maximum 4% increase Commercial and multi-family accounts:

Due to the new recycling requirements, cost of compliance, and recycling markets, multi-family and commercial recycling services will be charged at 75% of the corresponding commercial refuse rates. This is in addition to the onetime 7.0% proposed increased on commercial refuse rates for FY22-23.

Understanding the cost impact to rate payers, this increase is proposed to be phased in over two years: multi-family and commercial customers will be charged

37.5% of corresponding refuse rates beginning July 1, 2022, and the remainder

37.5% of corresponding refuse rates effective July 1, 2023 for a total of 75% phased over said two years.

It should be noted that recycle carts are proposed at a rate lesser than the corresponding commercial refuse rate to 1) account for the value of the recyclable contents and 2) promote recycling.

The full list of FY22-23 rates is found in Exhibit A of the proposed resolution attached to this agenda. Exhibit B of the proposed resolution includes the maximum possible rates through June 30, 2027.
11 Packet Pg. 174
Resolution (ID # 5575) Meeting of June 21, 2022
OUTREACH EFFORT:

City staff provided a dedicated phone number to answer questions, created a city web page with information for residents, including a Frequently Asked Questions section, and included social media outreach directing users to the dedicated city web page through a QR code. All information was provided and made available in English and Spanish. Attachment 3 of this report includes a printout of the website content provided.

SCHEDULE:

April 22, 2022 or before Public Hearing Notices mailed
April 18, 2022 All Notices mailed.

April 18, 2022 to
June 7, 2022 Protest Period (50-days. 45-day is legal requirement) June 7, 2022 Public Hearing and Protest Results
July 1, 2022 If approved, new rates become effective
CONCLUSION:

UPON A FAVORABLE RESULT ON THE BALLOT COUNT AND UPON CONCLUSION OF THE PUBLIC HEARING, ADOPT RESOLUTION NO. 22-___ RESOLUTION OF THE

CITY COUNCIL OF THE CITY OF EL CENTRO, DECLARING THE RESULTS OF THE

PROPERTY OWNER PROTEST BALLOT PROCEEDING CONDUCTED FOR THE

INCREASE OF RESIDENTIAL AND COMMERCIAL/MULTIFAMILY SOLID WASTE RATES, COMMENCING IN FISCAL YEAR 2022/2023 AND THE SUBSEQUENT FOUR

FISCAL YEARS, MAKING FINDINGS AND APPROVING SUCH RATES AND

CERTAIN RELATED ACTIONS
Attachments:

Resolution No. 22-____
Exhibit A - FY23 Rates
Exhibit B - FY23 through FY27 Maximum Possible Rates
Attachment 1 - Public Hearing Notice
Exhibit A - FY23 Rates
Attachment 2 - Rate Adjustment Indices
Attachment 3 - Website content
ATTACHMENTS:
• Attachment 1 Public Hearing Notice (PDF)
• Attachment 2 Rate Adjustment Indices (PDF)
• Attachment 3 - Website Information(PDF)
• Resolution with Exhibit A and B (PDF)
11 Packet Pg. 175

NOTICE OF PUBLIC HEARING
Concerning proposed increases to the City of El Centro
residential, multi-family, commercial, industrial and roll-off solid waste service rates
The City of El Centro (“City”) is dedicated to providing reliable and cost-effective solid waste collection services to property owners, residents, and businesses.

Pursuant to State law, the El Centro City Council will hold a public hearing at the time, date, and location specified below to consider increases to the City’s residential, multi-family, commercial and roll-off solid waste collection and processing service fees (“Solid Waste Service Rates”).

DATE: June 7, 2022
TIME: 6:00 p.m. or as soon thereafter as the matter may be heard LOCATION: City Hall Council Chambers
1275 W Main Street
El Centro, CA 92243
Summary: The public hearing will include consideration of adopting a resolution that will authorize maximum rate increases for solid waste collection services for a five-year (5-year) period commencing July 1, 2022 through June 30, 2027. The proposed rates included in Exhibit “A” hereto are the actual rates that will be charged to customers foregoing a majority protest (50% plus one protest from businesses and residents/property owners in the City) for July 1, 2022. Thereafter, such rates are subject to a 4% increase each year, as explained below. The maximum proposed rates for July 1, 2023 through June 30, 2027 are available on the City’s website at www.cityofelcentro.org/publicworks/prop218 and reflect that possible four percent increase from year-to-year; however, actual increases may be less. Annual rate increases in any given year exceeding 4% and any further increases proposed after June 30, 2027, would be subject to approval by the City Council via public hearing and protest procedures open to interested persons.

The protest process and public hearing will be conducted in accordance with California Constitution Article XIII D, Section 6 (also known as “Proposition 218”). This notice is being sent by direct mail to the address to which the City mails the billing statement for the parcel receiving Solid Waste Services.

Under Proposition 218, property owners of record (“property owner”) or tenants responsible for payment (“tenant”) of the Solid Waste Service Rates may submit a written protest to the proposed rate changes as explained in this Notice. Only one protest per parcel is permitted.

Please refer to the “How Can I Participate or File a Protest?” section of this document for instructions on submitting a formal written protest against the proposed action. You also may appear at the public hearing at the date and time specified above.

All members of the public are invited to attend the public hearing. The City of El Centro welcomes your participation and input throughout the process as the City Council considers the new rates and estimated future rate adjustments explained in this Notice. If you have questions or comments about the new and estimated future rates, CALL OR EMAIL. Call (760) 352-6178 or email [email protected]

11.a
Packet Pg. 176 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) WHY HAVE I RECEIVED THIS NOTICE?
The City currently contracts with CR&R, Incorporated to provide Solid Waste Services. The City maintains a list of account holders for billing statement purposes. An account holder may be the property owner or it may be a tenant. Every account holder received a public hearing notice. In addition, this notice is available at the website in the summary above.

HOW CAN I PARTICIPATE OR FILE A PROTEST ?
WRITE. Written protests may be mailed to the City of El Centro, Attention: City Clerk, 1275 W Main Street, El Centro, CA 92243 or delivered in-person to the City Clerk at the same address: 1275 W Main Street, El Centro, CA 92243. To be counted, a protest must be in writing.

AN ORAL PROTEST DOES NOT COUNT. Any written protest may be a letter which must have the following information: (1) state that the property owner or tenant opposes the proposed rate increases to the Solid Waste Service Rates; (2) provide the location of the parcel by street address or assessor’s parcel number; and (3) include the name and signature of the property owner or tenant submitting the protest. Alternatively, you may utilize the sample protest letter attached to the end of this Notice, which includes said information. For any written protest, whether mailed or submitted in person to the City Clerk, please write on the front of the envelope “Attn: Public Hearing on Solid Waste Rate Increases.” A sample protest letter is available No protest submitted via e-mail or other electronic means will be accepted.

All written protests must be received by the City Clerk before the close of the public hearing.

Any property owner of record or tenant responsible for payment of Solid Waste Service Rates may submit a written protest of those proposed rate increases. However, only one written protest will be counted per each parcel.

ATTEND THE PUBLIC HEARING. Written protests also may be submitted at the Public Hearing on June 7, 2022, at 6:00 p.m., in the City Council Chambers at 1275 W Main Street, El Centro, CA 92243. Only written protests will count toward a majority protest. Written protests must be received before the conclusion of the public hearing to be counted. In addition, members of the public will have an opportunity to speak and give testimony regarding the proposed Solid Waste Service Rates at the Public Hearing. However, members of the public who are not property owners or tenants may not file a written protest.

The public hearing may be held electronically or by teleconference if required or permitted by national, state and/or local orders as a result of the COVID-19 public health or other emergency.

In that event, information will be provided on the City's website and posted in City Council Chambers.

At the conclusion of the public hearing, the City Council will hear and consider all written protests of the proposed rate increases submitted before or at the public hearing.

A majority protest means that those representing 50% plus 1 of the properties noticed have filed a written protest. If there is a majority protest, the Council may not move forward with the increase.

11.a
Packet Pg. 177 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) If there is not a majority protest, City Council may consider adoption of a resolution authorizing the rate increases to the City’s Solid Waste Service Rates as described in this notice. If authorized, the proposed rate increases to the Solid Waste Service Rates will be in effect beginning July 1, 2022, for a five-year period through June 30, 2027 based on the adjustments outlined in this notification.

WHY ARE RATES PROPOSED TO INCREASE?
The City Council previously determined that the collection, processing, and disposal of solid waste in the City is a service to be performed by a private company, under an exclusive franchise agreement. The exclusive amended and restated franchise agreement with CR&R was approved by the City Council on April 5, 2022. At that time, the City Council instructed staff to proceed with the Proposition 218 process to determine if the proposed fee increases may be approved. The proposed Solid Waste Service Rates effective July 1, 2022, were negotiated between the City and CR&R and are the maximum amount that may be charged for Solid Waste Services. Solid Waste Services Rates effective July 1, 2023 through June 30, 2027 may not increase by more than 4% each year. Fees above that amount are subject to another Proposition 218 noticed public hearing and approval by the City Council. The new rates are for the operation and administration of the solid waste disposal and recycling services and programs implemented by the franchisee as required by State law, the City Code, and the franchise agreement. Such services include solid waste containers, solid waste pick-up, street sweeping, periodic bulky and special item curbside pickup, oil recycling, sharps disposal and paper shredding events. Additional information on services provided by CR&R is found at www.cityofelcentro.org/publicworks/trash-and-recycling/ The primary factors for the proposed new rate structure are cost increases due to inflation as well as increases in solid waste collection costs such as fuel and supplies, increased costs of providing State-required organics diversion programs and other recently enacted State mandates and volatility in recycling markets.

Disposal costs (such as the cost of taking waste to a landfill or recycling facility) already are included in the proposed rate increases.

HOW MUCH WILL RATES INCREASE?
As stated, the proposed increased rates commencing July 1, 2022 are set out in Exhibit A attached to this Notice.

The initial rate increase for residential properties is $2.31 per month for the July 1, 2022 to June 30, 2023 period which is an increase of 11.2% above the current rate. That is an increase from the current $20.64 to $22.95 per home per month for residential accounts for July 1, 2022 through June 30, 2023.

As a sample, the table below illustrates the maximum possible rates for residential cart service, including one each refuse (black), recycling (blue), and organic waste cart (green), for a singlefamily home.

11.a
Packet Pg. 178 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) Sample single-family residential cart service projected maximum rate schedule (includes 11.2% increase)
Projected
(assuming maximum 4% per year CPI increase)1
Service July 1,
2022 to
June 30,
2023
July 1,
2023 to
June 30,
2024
July 1,
2024 to
June 30,
2025
July 1,
2025 to
June 30,
2026
July 1,
2026 to
June 30,
2027
Residential cart service $22.95 $23.87 $24.82 $25.82 $26.85 (1) Residential cart service includes one each refuse, recycling, and organic waste cart. Rate does not include the rate for used oil/filter collection of $0.06 per month per eligible home.

The rate increase for commercial and multi-family properties is 7% per month for the July 1, 2022 to June 30, 2023 period across the various available services.

Due to the new recycling requirements, cost of compliance, and recycling markets, multi-family and commercial recycling services will be charged at 75% of the corresponding commercial refuse rates. In an effort to reduce the initial rate impact to ratepayers, CR&R will phase in the multifamily and commercial recycling charge over two years, in addition to the impact under the rate adjustment methodology. For the 2022/2023 fiscal year, to calculate the multi-family and commercial recycling rates, multiply the corresponding trash rate by 37.5%. For the 2023/2024 fiscal year, to calculate the multi-family and commercial recycling rates, multiply the corresponding refuse rates by 75%.

As a sample, the table below illustrates the maximum possible rate for a commercial refuse and a commercial recycling 3 cubic yard bin collected once per week.

Sample commercial refuse and recycling bin service
3 cubic yard collected once per week service maximum possible rate schedule (includes 7.0% increase)
Projected
(assuming maximum 4% per year increase to
refuse rate)2
July 1,
2022 to
June 30,
2023
July 1,
2023 to
June 30,
2024
July 1,
2024 to
June 30,
2025
July 1,
2025 to
June 30,
2026
July 1,
2026 to
June 30,
2027
Refuse $115.97 $120.61 $125.43 $130.45 $135.67
Recycling $43.49 1 $90.46 $94.07 $97.84 $101.75
(1) July 1, 2022 recycling rate is 37.5% the amount of the refuse rate. (2) Starting July 1, 2023 recycling rate is 75% the amount of the refuse rate.

Industrial and Roll off rate increases are set out in Exhibit A. Industrial and roll-off customer rate dollar increases vary by service levels.

11.a
Packet Pg. 179 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) Possible Annual Increase up to 4% per year: During each fiscal year between July 1, 2023 and June 30, 2027, CR&R may request an annual adjustment of any or all rates up to 4% of the existing rate. The annual increase in rates is determined using specific methods incorporating weighted cost category indices. The indices and the methodology for their use is available for review in the City’s website at www.cityofelcentro.org/publicworks/prop218. Such an increase will be considered and may be granted by the City Council when CR&R shows evidence of increased costs in various categories as set out in the franchise agreement. However, in no event shall the increase in any rate be more than 4% above the rate for the prior year.

The annual increase does compound: if the rate is increased by 4% in one year, the increase, of whatever percentage, will be calculated on the existing rate (which includes the prior annual increase). However, the inflator does not carry forward. If the actual rate increase in one year is 5%, and in the next year a lower amount, such as 3%, the 1% increase in the prior year above the 4% cap may not be applied to subsequent years.

Rates beginning July 1, 2023, may be lower than those included in the samples above if the rate adjustment factors produce an adjustment factor lower than 4%.

Again, the proposed Solid Waste Service Rates and their effective dates are set forth in Exhibit A of this Notice. A projection of maximum rates to be charged each year through June 30, 2027 can be found on the City website, www.cityofelcentro.org/publicworks/prop218 for typical ratepayers.

The disclosure of possible annual increase is not a prediction of whether such increases will occur, but the explanation of the maximum rates that may be charged without an additional Proposition 218 hearing.

I HAVE MORE QUESTIONS
Please visit www.cityofelcentro.org/publicworks/prop218 for additional information, call (760) 352-6178 or email [email protected].

If you do not oppose the rates, do not submit a letter.

If you oppose the rates, you may utilize the sample protest letter here included.

Written protest must be mailed in an envelope or delivered to: City Clerk, Attn: Public Hearing on Solid Waste Rate Increases, 1275 W. Main Street, El Centro CA 92243 I ________________________________________________ oppose the proposed rate increases. (Print Name - Property Owner or Tenant)
Assessor’s Parcel Number or Address: _______________________________________________ Signature: ______________________________________________

11.a
Packet Pg. 180 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing)

EXHIBIT A ANEXO A
SOLID WASTE RATES (1)
Following are the rates effective July 1, 2022 through June 30, 2023:

Residential Service Rate
Cart Service – one each Refuse, Recycling, and Organics Waste Cart $22.95 per month Additional Refuse Cart $14.34 per month
Additional Recycling Cart at 50% of additional Refuse rate $7.17 per month Additional Organics Waste Cart at 50% of additional Refuse rate $7.17 per month Additional Special Overage Pickup for Automated Cart Customers $7.17 per month Additional Bulky Item pickups (in excess of three per year) $28.72 per month Used Oil/Filter Collection per Eligible Home $0.06 per month Apartment Houses, Courts and
Similar Dwellings Rate Trailer Courts and Mobile Home Parks Rate First Unit $22.95 per month First Unit $22.95 per month Units 2 – 15 $14.00 per month Units 2 – 5 $11.93 per month Units 16 – 30 $12.61 per month Units 6 – 10 $11.26 per month Units 31 – 50 $11.26 per month Units 11 – 20 $10.80 per month Units 51 – 75 $10.34 per month Units 21 – 30 $10.34 per month Units 31 – 50 $9.41 per month
Units 51 – 100 $8.95 per month
Refuse Bin and Commercial Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup
Size 1 2 3 4 5 6
96-gallon Cart $ 40.05 $ 67.67 $ 95.26 $ 122.90 $ 150.52 $ 178.11 $ 20.71 2 cubic yard $ 102.17 $ 185.02 $ 267.86 $ 350.71 $ 433.55 $ 516.42 $ 27.28 2 yard
compactor $ 167.81 $ 303.47 $ 439.30 $ 575.17 $ 711.04 $ 846.93 $ 44.74 3 cubic yard $ 115.97 $ 212.64 $ 309.29 $ 405.94 $ 502.59 $ 599.27 $ 30.99 4 cubic yard $ 129.79 $ 240.26 $ 350.71 $ 461.17 $ 571.62 $ 682.07 $ 36.25 4 yard
compactor $ 220.14 $ 420.93 $ 621.72 $ 822.53 $ 1,023.32 $ 1,224.11 $
135.50
5 cubic yard $ 243.02 $ 360.40 $ 484.64 $ 608.93 $ 733.20 $ 857.46 $ 42.07 6 cubic yard $ 288.60 $ 419.74 $ 557.84 $ 695.90 $ 833.97 $ 972.06 $ 48.39 (1) Not all rates identified above constitute “property-related fees” subject to the majority protest process under Proposition 218. The City has nonetheless provided a full schedule of all fees in furtherance of public transparency.

11.a
Packet Pg. 181 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) Commercial Foodwaste Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
35-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 60-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 2 cubic yard $ 161.81 $ 323.62 $ 485.45 $ 647.26 $ 809.07 $ 970.87 $ 83.74 Multi-Family Organics Waste Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
90-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 300-gallon $ 120.16 $ 240.31 $ 360.48 $ 480.64 $ 600.80 $ 720.94 $ 62.18 Commercial Recycling Cart Rates (37.5% of Refuse (2))
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
96-gallon $ 15.02 $ 25.38 $ 35.72 $ 46.09 $ 56.44 $ 66.79 $ 7.77 2 cubic yard $ 38.31 $ 69.38 $ 100.45 $ 131.52 $ 162.58 $ 193.66 $ 10.23 3 cubic yard $ 43.49 $ 79.74 $ 115.98 $ 152.23 $ 188.47 $ 224.72 $ 11.62 4 cubic yard $ 48.67 $ 90.10 $ 131.52 $ 172.94 $ 214.36 $ 255.78 $ 13.59 (2) Effective July 1, 2023, these rates will be increased to seventy-five percent (75%) of the corresponding refuse rates.

Service Category Rate per Service
Temporary Bin Services:
3 cubic yard Bin, per dump $ 69.02
4 cubic yard Bin, per dump $ 82.84
6 cubic yard Bin, per dump $ 124.27
Bin rental (when less than one dump each 14 day period) $ 41.43 Blocked pickup $ 48.34
Locking Bins – monthly service charge:
1x week $ 6.90
2x week $ 13.80
3x week $ 20.71
4x week $ 27.63
5x week $ 34.51
6x week $ 41.43
Other Residential Services:

Cart Redelivery Fee – Stop Service, per occurrence $ 26.75 Cart Replacement Fee – After 1 free per 12-month period (Customer Damaged or Stolen) $ 55.56

11.a
Packet Pg. 182 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) Other Commercial Services:

Commercial Bulky Item Pickup $ 27.63
Extra Bin Cleanings (beyond one free per year) $ 55.23
Bin Overflow Charge (after Customer has been notified of charge) $ 62.15 Contamination Charge, per occurrence $ 53.49
Commercial Setup Fee, per occurrence $ 26.75
Commercial CUB, Bin Delivery Fee, per occurrence $ 32.10 Commercial Cart Delivery Fee, per occurrence $ 26.75
Bin Redelivery Fee – Stop Service, per occurrence $ 32.10 Cart Replacement Fee – (Customer Damaged or Stolen) $ 55.56 Bulk Compost (per ton) $ 25.00
Roll-Off Box Service Charges (3) Rate
Standard Roll-Off Box – Rate per pull $ 253.72
Compactor Roll-Off Box – Rate per Pull (excluding rental) $ 338.80 COD Roll-off 10 or 40-yard (up to 10 tons) – C&D Processing $ 1,013.11 COD Roll-off 10 or 40-yard (up to 10 tons) – Landfill $ 895.43 Tonnage Charge, per ton (Refuse) $ 64.17
Tonnage Charge, per ton (Construction and Demolition Debris) $ 75.94 Recyclable Material Roll-Off Service 150% of Pull Rate
Overweight per Ton Charge (per ton beyond 10 tons/load) 150% of Gate Rate Roll-Off Box Rental Charge – per day for each day beyond 14 days $ 21.26 Dry Run – pickup of empty Roll-off Box $ 141.76
Blocked Pickup $ 70.87
Overweight compactor Transportation fee $ 556.49
Compactor Cleaning Service $ 363.76
*Including all fees retained by, or paid to, City.
(3) COD Roll-off Box Customers may be requested to pre-pay the Standard Roll-Off Box Pull Rate plus the per ton rate for up to ten (10) tons, with unused payment (the per ton payment for tons over actual tons collected) refunded within thirty (30) days of pull.

11.a
Packet Pg. 183 Attachment: Attachment 1 Public Hearing Notice (5575 : SB1383 solid waste rate proposition prop 218 hearing) ATTACHMENT 2
Figure 1
Cost Components for Single Family & Commercial Rate Adjustment Indices Cost
Category
Weighting
(1)
Rate Adjustment Factor
Labor 23% Employment Cost Index, ECU125421 not seasonally adjusted, Total compensation, Private industry, Index number, Electric, gas, and sanitary services (2)
Fuel 8% Producer Price Index, WPU057303 not seasonally adjusted, Fuels and related products and power, #2 diesel fuel (2)
Equipment 11% Producer Price Index, PCU3361203361201, Heavy duty truck mfg, Trucks, tractors, and bus chassis, 14,001 to 33,000 lbs (2) Insurance 3% Producer Price Index, PCU524---524---, Insurance carriers and related activities (2)
Disposal 32% Consumer Price Index for All Urban Consumers (CUUR0000SA0L1E), all items less food and energy index - U.S. city average (2)
All Other 23% Consumer Price Index for All Urban Consumers (CUUR0000SA0L1E), all items less food and energy index - U.S. city average (2)
Total 100%
(1) Weightings may be adjusted annually based on the adjustment process described in the franchise agreement with CR&R
(2) The increase or decrease in the indices will be for the twelve (12) month period ending December prior to the rate year anniversary date.

Figure 2
Cost Components for Roll-off Box Rate Adjustment Indices Cost
Category
Weighting
(1)
Rate Adjustment Factor
Labor 44% Employment Cost Index, ECU125421 not seasonally adjusted, Total compensation, Private industry, Index number, Electric, gas, and sanitary services (2)
Fuel 8% Producer Price Index, WPU057303 not seasonally adjusted, Fuels and related products and power, #2 diesel fuel (2)
Equipment 10% Producer Price Index, PCU3361203361201, Heavy duty truck mfg, Trucks, tractors, and bus chassis, 14,001 to 33,000 lbs (2) Insurance 3% Producer Price Index, PCU524---524---, Insurance carriers and related activities (2)
All Other 35% Consumer Price Index for All Urban Consumers (CUUR0000SA0L1E), all items less food and energy index - U.S. city average (2)
Total 100%
(1) Weightings may be adjusted annually based on the adjustment process described in the franchise agreement with CR&R
(2) The increase or decrease in the indices will be for the twelve (12) month period ending December prior to the rate year anniversary date.

11.b
Packet Pg. 184 Attachment: Attachment 2 Rate Adjustment Indices (5575 : SB1383 solid waste rate proposition prop 218 hearing) 5/24/22, 2:19 PM Proposition 218 | Public Works Department https://cityofelcentro.org/publicworks/prop218/ 1/4
Proposition 218
Proposed Solid Waste Collection Rate Adjustments
Information Page
Para ver esta página en español, seleccione “Spanish” en el menú.

Proposition 218 Public Hearing Notice (English)
Proposicion 218 Aviso de Audiencia Publica (Spanish)
EXHIBIT A / ANEXO A– Proposed Rate Schedule
Maximum possible 5-year rate schedule for all services
Proposition 218 Council Presentation (April 5, 2022)
Proposition 218 Staff Report (April 5, 2022)
Pursuant to Proposition 218, the El Centro City Council will hold a public hearing to consider increases to the City’s residential, multi-family, commercial and roll-off solid waste collection and processing service fees. The public hearing will include consideration of adopting a resolution that will authorize maximum rate increases for solid waste collection services for a five-year (5-year) period commencing July 1, 2022 through June 30, 2027.

The public hearing for the proposed rate increase will be held on:

DATE:

June 7, 2022 at 6 p.m.
or as soon thereafter as the matter may be heard
LOCATION:

City Council Chambers
1275 W. Main Street
El Centro CA 92243
A list of frequently asked questions has been included below, but if you have additional questions or concerns related to the Proposition 218 Public Hearing for the proposed rate adjustments, please call Catherine Gutierrez at (760) 352-6178 or email [email protected]
Se habla español. Estamos aquí para atender sus preguntas. Si tiene mas preguntas, comuníquese con Catherine Gutierrez al (760) 352-6178 o por correo electrónico a [email protected]
Frequently Asked Questions

11.c
Packet Pg. 185 Attachment: Attachment 3 - Website Information (5575 : SB1383 solid waste rate proposition prop 218 hearing) 5/24/22, 2:19 PM Proposition 218 | Public Works Department https://cityofelcentro.org/publicworks/prop218/ 2/4
Q: What is Proposition 218?
Proposition 218, or the “Right to Vote on Taxes Act”, was approved by California state voters in November 1996. The Act amended the California constitution to require local governments to follow certain procedures when they impose fees for certain kinds of services in order to ensure that they are subject to voter approval. Prop 218 is a tool designed to provide greater public involvement in the rate setting process.

Q: I am home owner (or rent and pay the trash bill). How much will this affect my monthly bill?
In El Centro, the trash rate is included in your combined water/sewer/trash bill. The trash rate component of that bill is requested to increase $2.31 per month (11.2%) one time starting on July 1, 2022 and up to 4% each year thereafter through June 30, 2027. As such, your total combined bill would increase by that same amount. Refer to the table below to get the maximum proposed rates going forward.

Sample single-family residential cart service projected maximum rate schedule Residential cart service includes one each refuse, recycling, and organic waste cart. Rate does not include the rate for used oil/filter collection of $0.06 per month per eligible home.

A full list of all maximum possible rates is available by selecting the link above titled “Maximum possible 5-year rate schedule for all services” Q: I am home owner (or rent and pay the trash bill). In the past I asked for and received a second green or blue cart from CR&R, will my rate change?
Currently, everyone gets three-bin service (black, blue, green). That continues. If you have requested from CR&R an additional bin, a new rate is requested for that extra bin starting July 1, 2022. Refer to Exhibit A for the proposed charge starting July 1, 2022. If you no longer require that extra bin, contact CR&R to have them update your account and the extra bin removed from your property.

Q: I own a business or a multifamily complex. How much will my rate increase?
Commercial and multi-family rates are proposed to increase 7% onetime starting on July 1, 2022 and up to 4% each year thereafter through June 30, 2027 across the rate structure.

In addition, a new fee is introduced for Commercial Recycling Service. Currently the recycling bin is offered free of charge. The City proposes to establish a rate equivalent to 37.5% of the comparable trash service rate starting July 1, 2022 and at 75% of the comparable trash service rate starting July 1, 2023. Refer to Exhibit A for the full list of proposed rates starting July 1, 2022

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Packet Pg. 186 Attachment: Attachment 3 - Website Information (5575 : SB1383 solid waste rate proposition prop 218 hearing) 5/24/22, 2:19 PM Proposition 218 | Public Works Department https://cityofelcentro.org/publicworks/prop218/ 3/4
Q: How about other services such as roll-off containers, how much will rates increase?
Rates such as roll-off solid waste collection are also proposed to increase 7% starting on July 1, 2022 and up to 4% each year thereafter through June 30, 2027 across the rate structure.

The proposed Rate Exhibit A provides a full list or proposed rates for the July 1 2022 to June 30 2023 period. A full list of all maximum possible rates is available by selecting the link above titled “Maximum possible 5-year rate schedule for all services” Q: Why is the City requesting this rate increase?
The primary factors for the proposed new rate structure are cost increases due to inflation as well as increases in solid waste collection costs such as fuel and supplies, increased costs of providing State-required organics diversion programs and other recently enacted State mandates and volatility in recycling markets.

Q: What services are covered by the rates?
The rates are for the operation and administration of the solid waste disposal and recycling services and programs implemented by the franchisee as required by State law, the City Code, and the franchise agreement. Such services include solid waste containers, solid waste pick-up, street sweeping, periodic bulky and special item curbside pickup, oil recycling, sharps disposal and paper shredding events. Additional information on services provided by CR&R is found at www.cityofelcentro.org/publicworks/trash-and-recycling/ Q: Are we the only city affected?
No. The costs associated with the proposed rate increase will affect most, if not all, jurisdictions in County and the State. Costs associated with CPI, SB 1383, recycling markets, and market wages will impact solid waste rates all across California.

Q: How does the rest of the process work?
A Proposition 218 Notice will be mailed to each active customer of CR&R in the City of El Centro on by April 22. The Notice will include rate change details and rate adjustment calculations. Between April 22 and June 7, 2022, customers have the opportunity to protest the rate increase. At the June 7, 2022 City Council meeting, this item will be before the City Council for their consideration and discussion. The purpose of a Public Hearing is to provide an opportunity for residents to provide and receive information associated with decisions to be made by the City Council.

Q: How do I protest?
Owners or tenants of a property receiving services from the City of El Centro may submit a written protest against the Proposed Rate Increase to the City Clerk before the close of the Public Hearing on June 7, 2022. A valid written protest must contain a statement that you protest the increase, the address or APN of the property which receives solid waste services, and a signature by either the owner or the tenant-customer of the property. One written protest per property shall be counted in calculating a majority protest. Written protests will not be acceptable by e-mail or facsimile.

Written protests regarding the solid waste rate increase may be personally delivered or mailed to:

City of El Centro
Attn: City Clerk

11.c
Packet Pg. 187 Attachment: Attachment 3 - Website Information (5575 : SB1383 solid waste rate proposition prop 218 hearing) 5/24/22, 2:19 PM Proposition 218 | Public Works Department https://cityofelcentro.org/publicworks/prop218/ 4/4
1275 W Main Street
El Centro CA, 92243
If valid written protests are presented by a majority of owners and/or tenants-customers of properties receiving service, then the City will not adjust/increase the rates for the services.

Q: Can I protest some, but not all, of the proposed rate increase? No. Solid waste service rates include recycling and organics services and the costs are therefore considered as a whole. As a result and as required by the State of California, solid waste, recycling and organics service are available to all residents of the City of El Centro.

Q: I received multiple notices by mail, can I protest more than once? Only one protest letter may be submitted per parcel.

Q: Where can I get more information?
Contact the City at (760) 352-6178 or email [email protected]

11.c
Packet Pg. 188 Attachment: Attachment 3 - Website Information (5575 : SB1383 solid waste rate proposition prop 218 hearing) 05/2022/liz/A22-0108/Reso/SolidWasteRates
RESOLUTION NO. 22 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL

CENTRO, DECLARING THE RESULTS OF THE PROPERTY

OWNER PROTEST BALLOT PROCEEDING CONDUCTED

FOR THE INCREASE OF RESIDENTIAL AND

COMMERCIAL/MULTIFAMILY SOLID WASTE RATES,
COMMENCING IN FISCAL YEAR 2022/2023 AND THE

SUBSEQUENT FOUR FISCAL YEARS, MAKING FINDINGS

AND APPROVING SUCH RATES AND CERTAIN RELATED

ACTIONS
WHEREAS, Chapter 12 of the El Centro Municipal Code regarding collection of solid waste, green waste and recyclables (“integrated waste management services”) as well as state law provide that shall be adopted by resolution of the City Council of the City of El Centro, California (“the City Council”); and
WHEREAS, rates were last set in 2021 pursuant to Resolution No. 21-58; and WHEREAS, SB 1383, the Short-Lived Climate Pollutant Reduction Strategy, as well as other state legislation requires additional programs and services for organics recycling; and WHEREAS, on or about March 1, 2022, the City Council adopted Ordinance No. 22-01 revising El Centro Municipal Code Section 12 regarding the collection of solid waste, green waste and various types of recyclable, constituting the integrated waste management services; and WEHREAS, on or about April 5, 2022, the City Council approved an Integrated Waste Management Services Agreement (the “Agreement”) with CR&R Incorporated (“CR&R”), an active California corporation, on April 18, 2007, which Agreement now has been amended to address such changes in the law, among other things ; and WHEREAS, the Agreement provides for certain rate adjustments to address the requirements of Senate Bill 1383, in addition to cost of living increases pursuant to Article 6 of the Agreement, which increases for residential and commercial properties are set out on Exhibits A and B, attached and incorporated; and
WHEREAS, in accordance with State law and specifically the requirements of Proposition 218, the City now wishes to consider and authorize estimated rate increases for solid waste collection services for the first five-year (5-year) period of the Agreement, commencing July 1, 2022 through June 30, 2027; and

11.d
Packet Pg. 189 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) 05/2022/liz/A22-0108/Reso/SolidWasteRates
WHEREAS, such rate increases are governed by the provisions of Proposition 218, Cal Constit. XIIID for property-based fees and charges, and the procedures set out in Govt. Code Section 53750 et seq; and
WHEREAS, onApril 5, 2022, the City Council by majority vote called for a public hearing on such rates and charges and directed staff to provide notice as required by Proposition 218 and related statutes; and
WHEREAS, the City thereafter determined that those privately-owned parcels which currently receive solid waste collection services (as well as those receiving such service in the future) will be billed for the reasonable cost of that service plus overhead, and that the record owner of such parcels (which here is defined as the account holder) will be mailed written notice with at least a 45-day protest period; and
WHEREAS, the current rates as well as the automatic rate adjustment calculated by employing the rate adjustment methodology specified in Article 6 of the Agreement for each respective rate year is consistent with the requirements of Proposition 218; and WHEREAS, on April 18, 2022, the City therefore mailed to the account holders, notices of a public hearing to be held on June 7, 2022 to consider the new rates for commercial and residential services; and
WHEREAS, said notices describe the proposed rates, the basis for these rates and other items as be required by Article XIIID of the California Constitution ("Proposition 218 "); and WHEREAS, such rates are the reasonable cost of the services provided plus overhead; and WHEREAS, the cost of living increases approved are for the allowed 5-year period; and WHEREAS, the said rates are not subject to the provisions of Proposition 26 because they are not regulatory fees and charges; and
WHEREAS, at the duly noticed public hearing on June 7, 2022, the City Council heard all evidence submitted and duly reviewed all protests submitted and determined that a majority protest of 50% plus 1 of those record owners of property/account holders did not occur; and WHEREAS, the City Council now desires to approve the proposed increased rates for residential and commercial/multifamily solid waste disposal and recycling set out on Exhibit A and maximum rates as shown in Exhibit B, effective as of July 1, 2022 for the term of five years until June 30, 2027.

11.d
Packet Pg. 190 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) 05/2022/liz/A22-0108/Reso/SolidWasteRates

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. That the foregoing is true, correct and incorporated herein by reference.

2. That Resolution No. 21-58 hereby is rescinded in its entirety.

3. That the Residential and the Commercial/Multifamily Solid Waste Disposal and Recycling Rates shown on Exhibit A and Exhibit B, attached hereto, are hereby adopted and shall commence and be effective for services provided as of July 1, 2022 through June 30, 2027.

4. That the City Council further may adjust customer rates starting July 1, 2023 through June 30, 2027. The rates may be adjusted by employing the rate adjustment methodology specified in Article 6 of the Agreement for each respective rate year up to a maximum of 4% per year. The maximum rates are shown in Exhibit B.

5. That the City Council has taken a count of protests received from record owners/account holders authorized to protest, and there is no majority protest to the proposed rates.

6. That therefore, based on the information considered in the record of the Public Hearing and in the Agreement that, in accordance with Proposition 218 and Proposition 26:
(a) All notices, mailings and the hearings have taken place in accordance with the law; (b) The revenues derived from the charge will not be used for any purpose other than the provision of integrated waste management services, the purpose for which the fee is charged.
(c) The amount of the charge levied on each property does not exceed that property’s proportional cost of the service to that parcel;
(d) All services are immediately available to residential and commercial/multifamily customers and property owners.
(e) The service is a property-related service available specifically to property owners and is not a general government service available to the public at large; and (f) The charges are not a regulatory fee subject to Proposition 26.

7. Effective Date: This resolution shall take effect immediately upon adoption. The proposed rates shall be effective for services provided as of July 1, 2022.

11.d
Packet Pg. 191 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) 05/2022/liz/A22-0108/Reso/SolidWasteRates
PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on day of , 2022.

CITY OF EL CENTRO
By _____________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By________________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By__________________________
Norma Wyles, City Clerk

11.d
Packet Pg. 192 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing)

EXHIBIT A ANEXO A
SOLID WASTE RATES (1)
Following are the rates effective July 1, 2022 through June 30, 2023:

Residential Service Rate
Cart Service – one each Refuse, Recycling, and Organics Waste Cart $22.95 per month Additional Refuse Cart $14.34 per month
Additional Recycling Cart at 50% of additional Refuse rate $7.17 per month Additional Organics Waste Cart at 50% of additional Refuse rate $7.17 per month Additional Special Overage Pickup for Automated Cart Customers $7.17 per month Additional Bulky Item pickups (in excess of three per year) $28.72 per month Used Oil/Filter Collection per Eligible Home $0.06 per month Apartment Houses, Courts and
Similar Dwellings Rate Trailer Courts and Mobile Home Parks Rate First Unit $22.95 per month First Unit $22.95 per month Units 2 – 15 $14.00 per month Units 2 – 5 $11.93 per month Units 16 – 30 $12.61 per month Units 6 – 10 $11.26 per month Units 31 – 50 $11.26 per month Units 11 – 20 $10.80 per month Units 51 – 75 $10.34 per month Units 21 – 30 $10.34 per month Units 31 – 50 $9.41 per month
Units 51 – 100 $8.95 per month
Refuse Bin and Commercial Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup
Size 1 2 3 4 5 6
96-gallon Cart $ 40.05 $ 67.67 $ 95.26 $ 122.90 $ 150.52 $ 178.11 $ 20.71 2 cubic yard $ 102.17 $ 185.02 $ 267.86 $ 350.71 $ 433.55 $ 516.42 $ 27.28 2 yard
compactor $ 167.81 $ 303.47 $ 439.30 $ 575.17 $ 711.04 $ 846.93 $ 44.74 3 cubic yard $ 115.97 $ 212.64 $ 309.29 $ 405.94 $ 502.59 $ 599.27 $ 30.99 4 cubic yard $ 129.79 $ 240.26 $ 350.71 $ 461.17 $ 571.62 $ 682.07 $ 36.25 4 yard
compactor $ 220.14 $ 420.93 $ 621.72 $ 822.53 $ 1,023.32 $ 1,224.11 $
135.50
5 cubic yard $ 243.02 $ 360.40 $ 484.64 $ 608.93 $ 733.20 $ 857.46 $ 42.07 6 cubic yard $ 288.60 $ 419.74 $ 557.84 $ 695.90 $ 833.97 $ 972.06 $ 48.39 (1) Not all rates identified above constitute “property-related fees” subject to the majority protest process under Proposition 218. The City has nonetheless provided a full schedule of all fees in furtherance of public transparency.

11.d
Packet Pg. 193 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) Commercial Foodwaste Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
35-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 60-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 2 cubic yard $ 161.81 $ 323.62 $ 485.45 $ 647.26 $ 809.07 $ 970.87 $ 83.74 Multi-Family Organics Waste Cart Rates
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
90-gallon $ 40.05 $ 80.10 $ 120.16 $ 160.21 $ 200.26 $ 240.31 $ 20.71 300-gallon $ 120.16 $ 240.31 $ 360.48 $ 480.64 $ 600.80 $ 720.94 $ 62.18 Commercial Recycling Cart Rates (37.5% of Refuse (2))
Container Monthly Rate (based on pickups per week) Rate Per Extra
Pickup Size 1 2 3 4 5 6
96-gallon $ 15.02 $ 25.38 $ 35.72 $ 46.09 $ 56.44 $ 66.79 $ 7.77 2 cubic yard $ 38.31 $ 69.38 $ 100.45 $ 131.52 $ 162.58 $ 193.66 $ 10.23 3 cubic yard $ 43.49 $ 79.74 $ 115.98 $ 152.23 $ 188.47 $ 224.72 $ 11.62 4 cubic yard $ 48.67 $ 90.10 $ 131.52 $ 172.94 $ 214.36 $ 255.78 $ 13.59 (2) Effective July 1, 2023, these rates will be increased to seventy-five percent (75%) of the corresponding refuse rates.

Service Category Rate per Service
Temporary Bin Services:
3 cubic yard Bin, per dump $ 69.02
4 cubic yard Bin, per dump $ 82.84
6 cubic yard Bin, per dump $ 124.27
Bin rental (when less than one dump each 14 day period) $ 41.43 Blocked pickup $ 48.34
Locking Bins – monthly service charge:
1x week $ 6.90
2x week $ 13.80
3x week $ 20.71
4x week $ 27.63
5x week $ 34.51
6x week $ 41.43
Other Residential Services:

Cart Redelivery Fee – Stop Service, per occurrence $ 26.75 Cart Replacement Fee – After 1 free per 12-month period (Customer Damaged or Stolen) $ 55.56

11.d
Packet Pg. 194 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) Other Commercial Services:

Commercial Bulky Item Pickup $ 27.63
Extra Bin Cleanings (beyond one free per year) $ 55.23
Bin Overflow Charge (after Customer has been notified of charge) $ 62.15 Contamination Charge, per occurrence $ 53.49
Commercial Setup Fee, per occurrence $ 26.75
Commercial CUB, Bin Delivery Fee, per occurrence $ 32.10 Commercial Cart Delivery Fee, per occurrence $ 26.75
Bin Redelivery Fee – Stop Service, per occurrence $ 32.10 Cart Replacement Fee – (Customer Damaged or Stolen) $ 55.56 Bulk Compost (per ton) $ 25.00
Roll-Off Box Service Charges (3) Rate
Standard Roll-Off Box – Rate per pull $ 253.72
Compactor Roll-Off Box – Rate per Pull (excluding rental) $ 338.80 COD Roll-off 10 or 40-yard (up to 10 tons) – C&D Processing $ 1,013.11 COD Roll-off 10 or 40-yard (up to 10 tons) – Landfill $ 895.43 Tonnage Charge, per ton (Refuse) $ 64.17
Tonnage Charge, per ton (Construction and Demolition Debris) $ 75.94 Recyclable Material Roll-Off Service 150% of Pull Rate
Overweight per Ton Charge (per ton beyond 10 tons/load) 150% of Gate Rate Roll-Off Box Rental Charge – per day for each day beyond 14 days $ 21.26 Dry Run – pickup of empty Roll-off Box $ 141.76
Blocked Pickup $ 70.87
Overweight compactor Transportation fee $ 556.49
Compactor Cleaning Service $ 363.76
*Including all fees retained by, or paid to, City.
(3) COD Roll-off Box Customers may be requested to pre-pay the Standard Roll-Off Box Pull Rate plus the per ton rate for up to ten (10) tons, with unused payment (the per ton payment for tons over actual tons collected) refunded within thirty (30) days of pull.

11.d
Packet Pg. 195 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) Service
Proposed
July 1,
2022
Estimated
July 1,
2023
Estimated
July 1,
2024
Estimated
July 1,
2025
Estimated
July 1,
2026
Standard Residential Service – One Refuse, Recycling, and Organics Waste Cart 22.95$ 23.87$ 24.82$ 25.81$ 26.84$ Additional Refuse Cart 14.34$ 14.91$ 15.51$ 16.13$ 16.78$ Additional Recycling Cart at 50% of additional Refuse rate 7.17$ 7.46$ 7.76$ 8.07$ 8.39$ Additional Organics Waste Cart at 50% of additional Refuse rate 7.17$ 7.46$ 7.76$ 8.07$ 8.39$ Additional Special Overage Pickup for Automated Cart Customers 7.17$ 7.46$ 7.76$ 8.07$ 8.39$ Additional Bulky Item pickups (in excess of three per year) 28.72$ 29.87$ 31.06$ 32.30$ 33.59$ Used Oil/Filter Collection per Eligible Home 0.06$ 0.06$ 0.06$ 0.06$ 0.06$ First Unit 22.95$ 23.87$ 24.82$ 25.81$ 26.84$ Units 2-15 14.00$ 14.56$ 15.14$ 15.75$ 16.38$ Units 16-30 12.61$ 13.11$ 13.63$ 14.18$ 14.75$ Units 31-50 11.26$ 11.71$ 12.18$ 12.67$ 13.18$ Units 51-75 10.34$ 10.75$ 11.18$ 11.63$ 12.10$ First Unit 22.95$ 23.87$ 24.82$ 25.81$ 26.84$ Units 2-5 11.93$ 12.41$ 12.91$ 13.43$ 13.97$ Units 6-10 11.26$ 11.71$ 12.18$ 12.67$ 13.18$ Units 11-20 10.80$ 11.23$ 11.68$ 12.15$ 12.64$ Units 21-30 10.34$ 10.75$ 11.18$ 11.63$ 12.10$ Units 31-50 9.41$ 9.79$ 10.18$ 10.59$ 11.01$ Units 51-100 8.95$ 9.31$ 9.68$ 10.07$ 10.47$

RESIDENTIAL MONTHLY RATES
Residential Service
Apartment Houses, Courts and Similar Dwellings
Trailer Courts and Mobile Home Parks
EXHIBIT B 11.d
Packet Pg. 196
Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 Bin and Commercial MSW Cart Rates
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
1 day per week $ 40.05 $ 43.32 41.65 $ 45.05 $ 46.85 $
2 days per week $ 67.67 $ 73.20 70.38 $ 76.13 $ 79.18 $ 3 days per week $ 95.26 $ 103.03 99.07 $ 107.15 $ 111.44 $ 4 days per week $ 122.90 $ 132.93 127.82 $ 138.25 $ 143.78 $ 5 days per week $ 150.52 $ 162.80 156.54 $ 169.31 $ 176.08 $ 6 days per week $ 178.11 $ 192.64 185.23 $ 200.35 $ 208.36 $ Extra pickup $ 20.71 $ 22.40 21.54 $ 23.30 $ 24.23 $
1 day per week $ 102.17 $ 110.51 106.26 $ 114.93 $ 119.53 $ 2 days per week $ 185.02 $ 200.12 192.42 $ 208.12 $ 216.44 $ 3 days per week $ 267.86 $ 289.71 278.57 $ 301.30 $ 313.35 $ 4 days per week $ 350.71 $ 379.33 364.74 $ 394.50 $ 410.28 $ 5 days per week $ 433.55 $ 468.93 450.89 $ 487.69 $ 507.20 $ 6 days per week $ 516.42 $ 558.56 537.08 $ 580.90 $ 604.14 $ Extra pickup $ 27.28 $ 29.50 28.37 $ 30.68 $ 31.91 $
1 day per week $ 115.97 $ 125.43 120.61 $ 130.45 $ 135.67 $ 2 days per week $ 212.64 $ 230.00 221.15 $ 239.20 $ 248.77 $ 3 days per week $ 309.29 $ 334.53 321.66 $ 347.91 $ 361.83 $ 4 days per week $ 405.94 $ 439.07 422.18 $ 456.63 $ 474.90 $ 5 days per week $ 502.59 $ 543.60 522.69 $ 565.34 $ 587.95 $ 6 days per week $ 599.27 $ 648.17 623.24 $ 674.10 $ 701.06 $ Extra pickup $ 32.23 30.99 $ 33.52 $ 34.86 $ 36.25 $
1 day per week $ 129.79 $ 140.38 134.98 $ 146.00 $ 151.84 $ 2 days per week $ 240.26 $ 259.86 249.87 $ 270.25 $ 281.06 $ 3 days per week $ 350.71 $ 379.33 364.74 $ 394.50 $ 410.28 $ 4 days per week $ 461.17 $ 498.80 479.62 $ 518.75 $ 539.50 $ 5 days per week $ 571.62 $ 618.26 594.48 $ 642.99 $ 668.71 $ 6 days per week $ 682.07 $ 737.72 709.35 $ 767.23 $ 797.92 $ Extra pickup $ 37.70 36.25 $ 39.21 $ 40.78 $ 42.41 $
1 day per week $ 243.02 $ 262.85 252.74 $ 273.36 $ 284.29 $ 2 days per week $ 360.40 $ 389.81 374.82 $ 405.40 $ 421.62 $ 3 days per week $ 484.64 $ 524.19 504.03 $ 545.16 $ 566.97 $ 4 days per week $ 608.93 $ 658.62 633.29 $ 684.96 $ 712.36 $ 5 days per week $ 733.20 $ 793.03 762.53 $ 824.75 $ 857.74 $ 6 days per week $ 857.46 $ 927.43 891.76 $ 964.53 $ 1,003.11 $ Extra pickup $ 42.07 $ 45.50 43.75 $ 47.32 $ 49.21 $
1 day per week $ 288.60 $ 312.15 300.14 $ 324.64 $ 337.63 $ 2 days per week $ 419.74 $ 453.99 436.53 $ 472.15 $ 491.04 $ 3 days per week $ 557.84 $ 603.36 580.15 $ 627.49 $ 652.59 $ 4 days per week $ 695.90 $ 752.69 723.74 $ 782.80 $ 814.11 $ 6 cubic yard bin
Commercial Monthly Rates (based on pickups per week)
96-gallon cart
2 cubic yard bin
3 cubic yard bin
4 cubic yard bin
5 cubic yard bin

11.d
Packet Pg. 197 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) 5 days per week $ 833.97 $ 902.02 867.33 $ 938.10 $ 975.62 $ 6 days per week $ 972.06 $ 1,051.38 1,010.94 $ 1,093.44 $ 1,137.18 $ Extra pickup $ 48.39 $ 52.34 50.33 $ 54.43 $ 56.61 $
1 day per week $ 167.81 $ 181.50 174.52 $ 188.76 $ 196.31 $ 2 days per week $ 303.47 $ 328.23 315.61 $ 341.36 $ 355.01 $ 3 days per week $ 439.30 $ 475.14 456.87 $ 494.15 $ 513.92 $ 4 days per week $ 575.17 $ 622.11 598.18 $ 646.99 $ 672.87 $ 5 days per week $ 711.04 $ 769.06 739.48 $ 799.82 $ 831.81 $ 6 days per week $ 846.93 $ 916.04 880.81 $ 952.68 $ 990.79 $ Extra pickup $ 44.74 $ 48.39 46.53 $ 50.33 $ 52.34 $
1 day per week$     220.14 $ 238.11 228.95 $ 247.63 $ 257.54 $ 2 days per week$     420.93 $ 455.28 437.77 $ 473.49 $ 492.43 $ 3 days per week$     621.72 $ 672.45 646.59 $ 699.35 $ 727.32 $ 4 days per week$     822.53 $ 889.65 855.43 $ 925.24 $ 962.25 $ 5 days per week$  1,023.32 $ 1,106.82 1,064.25 $ 1,151.09 $ 1,197.13 $ 6 days per week$  1,224.11 $ 1,323.99 1,273.07 $ 1,376.95 $ 1,432.03 $ Extra pickup$     135.50 $ 146.56 140.92 $ 152.42 $ 158.52 $ 2 cubic yard compactor
4 cubic yard compactor

11.d
Packet Pg. 198 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) Commercial and Multi-Family Food and Green Waste
Container Rates
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
1 day per week $       40.05 $ 43.32 41.65 $ 45.05 $ 46.85 $ 2 days per week $       80.10 $ 86.63 83.30 $ 90.10 $ 93.70 $ 3 days per week $     120.16 $ 129.97 124.97 $ 135.17 $ 140.58 $ 4 days per week $     160.21 $ 173.28 166.62 $ 180.21 $ 187.42 $ 5 days per week $     200.26 $ 216.60 208.27 $ 225.26 $ 234.27 $ 6 days per week $     240.31 $ 259.92 249.92 $ 270.32 $ 281.13 $ Extra pickup $       20.71 $ 22.40 21.54 $ 23.30 $ 24.23 $ 1 day per week $       40.05 $ 43.32 41.65 $ 45.05 $ 46.85 $ 2 days per week $       80.10 $ 86.63 83.30 $ 90.10 $ 93.70 $ 3 days per week $     120.16 $ 129.97 124.97 $ 135.17 $ 140.58 $ 4 days per week $     160.21 $ 173.28 166.62 $ 180.21 $ 187.42 $ 5 days per week $     200.26 $ 216.60 208.27 $ 225.26 $ 234.27 $ 6 days per week $     240.31 $ 259.92 249.92 $ 270.32 $ 281.13 $ Extra pickup $       20.71 $ 22.40 21.54 $ 23.30 $ 24.23 $ 1 day per week $     161.81 $ 175.01 168.28 $ 182.01 $ 189.29 $ 2 days per week $     323.62 $ 350.02 336.56 $ 364.02 $ 378.58 $ 3 days per week $     485.45 $ 525.06 504.87 $ 546.06 $ 567.90 $ 4 days per week $     647.26 $ 700.08 673.15 $ 728.08 $ 757.20 $ 5 days per week $     809.07 $ 875.09 841.43 $ 910.09 $ 946.49 $ 6 days per week $     970.87 $ 1,050.09 1,009.70 $ 1,092.09 $ 1,135.77 $ Extra pickup $       83.74 $ 90.57 87.09 $ 94.19 $ 97.96 $ 1 day per week $       40.05 $ 43.32 41.65 $ 45.05 $ 46.85 $ 2 days per week $       80.10 $ 86.63 83.30 $ 90.10 $ 93.70 $ 3 days per week $     120.16 $ 129.97 124.97 $ 135.17 $ 140.58 $ 4 days per week $     160.21 $ 173.28 166.62 $ 180.21 $ 187.42 $ 5 days per week $     200.26 $ 216.60 208.27 $ 225.26 $ 234.27 $ 6 days per week $     240.31 $ 259.92 249.92 $ 270.32 $ 281.13 $ Extra pickup $       20.71 $ 22.40 21.54 $ 23.30 $ 24.23 $ 1 day per week $     120.16 $ 129.97 124.97 $ 135.17 $ 140.58 $ 2 days per week $     240.31 $ 259.92 249.92 $ 270.32 $ 281.13 $ 3 days per week $     360.48 $ 389.90 374.90 $ 405.50 $ 421.72 $ 4 days per week $     480.64 $ 519.86 499.87 $ 540.65 $ 562.28 $ 5 days per week $     600.80 $ 649.82 624.83 $ 675.81 $ 702.84 $ 6 days per week $     720.94 $ 779.77 749.78 $ 810.96 $ 843.40 $ Extra pickup $       62.18 $ 67.26 64.67 $ 69.95 $ 72.75 $ Commercial Recycling Container Rates
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
96-gallon recyle cart
35-gallon commercial food waste cart
Commercial and Multi-Family Monthly Rates (based on pickups per week) 60-gallon commercial food waste cart
2 cubic yard commercial food waste bin
90-gallon multi-family organics waste cart
300-gallon multi-family organic waste cart

11.d
Packet Pg. 199 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) 1 day per week $ 15.02 $ 32.49 31.24 $ 33.79 $ 35.14 $
2 days per week $ 25.38 $ 54.90 52.79 $ 57.10 $ 59.39 $ 3 days per week $ 35.72 $ 77.27 74.30 $ 80.36 $ 83.58 $ 4 days per week $ 46.09 $ 99.70 95.87 $ 103.69 $ 107.84 $ 5 days per week $ 56.44 $ 122.10 117.41 $ 126.98 $ 132.06 $ 6 days per week $ 66.79 $ 144.48 138.92 $ 150.26 $ 156.27 $ Extra pickup $ 7.77 $ 16.80 16.16 $ 17.48 $ 18.17 $
1 day per week $ 38.31 $ 82.89 79.70 $ 86.21 $ 89.66 $
2 days per week $ 69.38 $ 150.09 144.32 $ 156.09 $ 162.33 $ 3 days per week $ 100.45 $ 217.29 208.93 $ 225.98 $ 235.02 $ 4 days per week $ 131.52 $ 284.50 273.56 $ 295.88 $ 307.72 $ 5 days per week $ 162.58 $ 351.70 338.17 $ 365.77 $ 380.40 $ 6 days per week $ 193.66 $ 418.92 402.81 $ 435.68 $ 453.11 $ Extra pickup $ 10.23 $ 22.13 21.28 $ 23.02 $ 23.94 $
1 day per week $ 43.49 $ 94.08 90.46 $ 97.84 $ 101.75 $ 2 days per week $ 79.74 $ 172.49 165.86 $ 179.39 $ 186.57 $ 3 days per week $ 115.98 $ 250.90 241.25 $ 260.94 $ 271.38 $ 4 days per week $ 152.23 $ 329.31 316.64 $ 342.48 $ 356.18 $ 5 days per week $ 188.47 $ 407.70 392.02 $ 424.01 $ 440.97 $ 6 days per week $ 224.72 $ 486.13 467.43 $ 505.58 $ 525.80 $ Extra pickup $ 11.62 $ 25.14 24.17 $ 26.15 $ 27.20 $
1 day per week $ 48.67 $ 105.29 101.24 $ 109.50 $ 113.88 $ 2 days per week $ 90.10 $ 194.90 187.40 $ 202.70 $ 210.81 $ 3 days per week $ 131.52 $ 284.50 273.56 $ 295.88 $ 307.72 $ 4 days per week $ 172.94 $ 374.11 359.72 $ 389.07 $ 404.63 $ 5 days per week $ 214.36 $ 463.69 445.86 $ 482.24 $ 501.53 $ 6 days per week $ 255.78 $ 553.29 532.01 $ 575.42 $ 598.44 $ Extra pickup $ 13.59 $ 29.41 28.28 $ 30.59 $ 31.81 $
4 cubic yard recycle bin
2 cubic yard recycle bin
3 cubic yard recycle bin

11.d
Packet Pg. 200 Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 hearing) Temporary Bin Service
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
3 cubic yard bin, per dump $ 71.78 69.02 $ 74.65 $ 77.64 $ 80.75 $ 4 cubic yard bin, per dump $ 86.15 82.84 $ 89.60 $ 93.18 $ 96.91 $ 6 cubic yard bin, per dump $ 129.24 124.27 $ 134.41 $ 139.79 $ 145.38 $ Bin rental (when less than one dump each 14 day period) $ 43.09 41.43 $ 44.81 $ 46.60 $ 48.46 $ Blocked pickup $ 50.27 48.34 $ 52.28 $ 54.37 $ 56.54 $
Locking Bins - monthly service charge
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
1x week $ 7.18 6.90 $ 7.47 $ 7.77 $ 8.08 $
2x week $ 14.35 13.80 $ 14.92 $ 15.52 $ 16.14 $
3x week $ 21.54 20.71 $ 22.40 $ 23.30 $ 24.23 $
4x week $ 28.74 27.63 $ 29.89 $ 31.09 $ 32.33 $
5x week $ 35.89 34.51 $ 37.33 $ 38.82 $ 40.37 $
6x week $ 43.09 41.43 $ 44.81 $ 46.60 $ 48.46 $
Other Residential Services
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
Cart Redlivery Fee - Stop Service, per occurrence $ 27.82 26.75 $ 28.93 $ 30.09 $ 31.29 $ Cart Replacement Fee – After 1 free per 12-month period (Customer Damaged or Stolen) $ 57.78 55.56 $ 60.09 $ 62.49 $ 64.99 $ Other Commercial Services
Proposed
July 1, 2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
Commercial Bulky Item Pickup $ 28.74 27.63 $ 29.89 $ 31.09 $ 32.33 $ Extra Bin Cleanings (beyond one free per year) $ 57.44 55.23 $ 59.74 $ 62.13 $ 64.62 $ Bin Overflow Charge( after customer has been nottified of charge) $ 64.64 62.15 $ 67.23 $ 69.92 $ 72.72 $ Contamination Charge, per occurance $ 55.63 53.49 $ 57.86 $ 60.17 $ 62.58 $ Commercial Setup Fee, per occurance $ 27.82 26.75 $ 28.93 $ 30.09 $ 31.29 $ Commercial CUB, Bin Delivery Fee, per occurrence $ 33.38 32.10 $ 34.72 $ 36.11 $ 37.55 $ Commercial Cart Delivery Fee, per occurrence $ 27.82 26.75 $ 28.93 $ 30.09 $ 31.29 $ Additional Commercial Services

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Packet Pg. 201
Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 Bin Redelivery Fee - Stop Service, per occurrence $ 33.38 32.10 $ 34.72 $ 36.11 $ 37.55 $ Cart Replacement Fee - (Customer Damaged or Stolen) $ 57.78 55.56 $ 60.09 $ 62.49 $ 64.99 $ Bulk Compost (per ton) $ 26.00 25.00 $ 27.04 $ 28.12 $ 29.24 $

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Packet Pg. 202
Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 Service
Proposed July 1,
2022
Estimated
July 1, 2023
Estimated
July 1, 2024
Estimated
July 1, 2025
Estimated
July 1, 2026
Standard Roll-Off Box - Rate per pull $ 253.72 $ 274.42 263.87 $ 285.40 $ 296.82 $ Compactor Rolll-Off Box - Rate per Pull (excluding rental) $ 338.80 $ 366.44 352.35 $ 381.10 $ 396.34 $ *COD Roll-off 10 or 40-yard (up to 10 tons) - C&D Processing $ 1,013.11 $ 1,095.78 1,053.63 $ 1,139.61 $ 1,185.19 $ *COD Roll-off 10 or 40-yard (up to 10 tons) - Landfill $ 895.43 $ 968.50 931.25 $ 1,007.24 $ 1,047.53 $ Tonnage Charge, per ton (refuse) $ 64.17 $ 69.41 66.74 $ 72.19 $ 75.08 $ Tonnage Charge, per ton (construction and demolition debris) $ 75.94 $ 82.14 78.98 $ 85.43 $ 88.85 $ Recyclable Material Roll-Off ServiceOverweight per Ton Charge (per ton beyond 10 tons/load)Roll-Off Box Rental Charge - per day for ech day beyond 14 days $ 21.26 $ 22.99 22.11 $ 23.91 $ 24.87 $ Dry Run - pickup of empty roll-off box $ 141.76 $ 153.33 147.43 $ 159.46 $ 165.84 $ Blocked Pickup $ 70.87 $ 76.65 73.70 $ 79.72 $ 82.91 $ Overweight compactor transportation fee $ 556.49 $ 601.90 578.75 $ 625.98 $ 651.02 $ Compactor Cleaning Service $ 363.76 $ 393.44 378.31 $ 409.18 $ 425.55 $ Roll-Off Rates
150% of Pull Rate
150% of Gate Rate
*COD roll-off box customers pre-pay for one pull plus 10 tons, with unused balance refunded within 30 days of pull.

11.d
Packet Pg. 203
Attachment: Resolution with Exhibit A and B (5575 : SB1383 solid waste rate proposition prop 218 City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Manager's Office
El Centro, CA 92243 Category: Sponsorship
Prepared By: Cynthia De Zilwa
SCHEDULED Department Head: Marcela Piedra
ACTION ITEM (ID # 5547) DOC ID: 5547 A
Community Sponsorship Request - Sure Helpline Center
CITY MANAGER’S RECOMMENDATION:

Discussion and any necessary action regarding the requested sponsorship from Sure Helpline Center.

FISCAL IMPACT:

Funding is available from the Community Sponsorship Fund 1201-610139. Available balance is $2900.00.

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

NA
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

N/A
BACKGROUND:

DISCUSSION:

Sure Helpline Center is requesting cash sponsorship for its 50th Year Anniversary Gala Event that took place on Friday, May 27, 2022. The event benefited victims of domestic and sexual violence. The proceeds were dedicated to victims of crime and needed supportive services.

The following are the sponsorship levels that are available:

Platinum Chief Sponsor $2,500
Gold Lieutenant Sponsor $1,000
Silver Sergeant Sponsor $500
The completed application was submitted on May 19, 2022. The City Manager's Office has reviewed the application and the requirements of the policy statement have been met. The Mayor has reviewed the request. The recommended amount for Council consideration on this sponsorship is $500.00.

At the request of City Council Members, this item was continued to the June 21st Council Meeting. Staff has verified that Sure Helpline Center has an active business license which is set to expire on June 30, 2022. Exempt organizations are not required to have a business license but they can apply for one if they choose to.

CONCLUSION:

Staff seeks direction on the approved cash amount and any necessary action regarding the requested cash sponsorship.
12 Packet Pg. 204
Action Item (ID # 5547) Meeting of June 21, 2022
HISTORY:
06/07/22 City Council CONTINUED
Continued to June 21st.

ATTACHMENTS:
• Community Sponsorship Application (PDF)
• Sponsorship Packet (PDF)
12 Packet Pg. 205

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Packet Pg. 206 Attachment: Community Sponsorship Application (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 207 Attachment: Community Sponsorship Application (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 208 Attachment: Community Sponsorship Application (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 209 Attachment: Community Sponsorship Application (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 210 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 211 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 212 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 213 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center)

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Packet Pg. 214 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center)

12.b
Packet Pg. 215 Attachment: Sponsorship Packet (5547 : Community Sponsorship Request - Sure Helpline Center) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Finance
El Centro, CA 92243 Category: Budget
Prepared By: Richard Romero
SCHEDULED Department Head: Richard Romero
ACTION ITEM (ID # 5442) DOC ID: 5442
Annual FY 2023 Budget
CITY MANAGER’S RECOMMENDATION:

Adopt Resolution No. 22- , RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF EL CENTRO, CALIFORNIA ADOPTING THE ANNUAL BUDGET FOR FISCAL YEAR 2022-2023
FISCAL IMPACT:

As discussed
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

The City budget includes allocations to fund the operations directly involved in the strategic plan goals; Financial & Governance Stability, Environmental Sustainability, Community Health, Safety & Welfare, Recreation & Lifelong Learning, City Beautification, Engagement & Civic Pride and Economic Opportunity.

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:
n/a
BACKGROUND:

It is the policy of the City of El Centro to prepare an annual budget including proposed expenditures and the means of financing them. This is the final budget workshop and includes all funds (General Fund, Enterprise Funds, Special Revenue Funds, Capital Projects Funds, Debt Service Funds, Internal Service Funds).

DISCUSSION:

The City of El Centro’s Budget for fiscal year 2022-23 totals $127.7 million. The major allocations are for the General Fund, Enterprise Funds, Special Revenue Funds, Capital Project Funds and the Internal Service Funds.

General Fund Budget: $36.1 million
The General Fund Budget is in balance and total ongoing operating revenues and reserves are sufficient to cover total ongoing operating expenditures. Approximately $2.29 million from fund balance will be used for operating expenditures.

Beginning Fund Balance July 1, 2022 $19,629,151
Operating Revenues and Sources of Funds $33,730,450
Operating Expenditures and Transfers Outs

1. Public Safety $20,920,141
13 Packet Pg. 216
Action Item (ID # 5442) Meeting of June 21, 2022

2. General Government 4,436,553

3. Culture and Recreation 6,037,921

4. Street and Traffic Safety & Engineering 2,484,620

5. Community Development 1,336,658

6. Economic Dev., Blight Elim. & Valley Ctr 803,755
Total Expenditures and Other Uses $36,019,648
Operating Revenues less Operating Expenditures and Other Uses <2,289,198> Ending Fund Balance June 30, 2023 $17,339,953
Enterprise Funds - $ 32.8 Million
The enterprise funds are used to account for operations that are financed and operated in a manner that is similar to a private business enterprise. The enterprise funds include water, wastewater and solid waste. The enterprise fund budget provides funds to cover current operations, current debt service and capital replacement. Combined expenditures for the water, wastewater and solid waste funds total $32.8 million and is allocated as follows; operations $14.9 million, debt service $4.6 million and capital $13.3 million. The enterprise fund budget includes capital outlays in the total amount of $13.3 million of which $11.1 million is for improvements to the wastewater system and equipment. The Water Fund has $2.2 million in capital for equipment and water system improvements.

Special Revenue Funds - $31.8 million & Capital Project Funds - $11.4 million Special Revenue Funds are used to account for revenues that are restricted to a specific project or activity. Capital Project Funds are used to account for the acquisition and construction of major capital facilities. Combined expenditures total $43.2 million.

Expenditures are as follows; operations $3.5 million, transfer out to General Fund $1.3 million, loans $2.2 million, transfers out to debt service in the amount of $1.8 million and capital in the amount of $34.4 million.

Capital - General Fund, Enterprise Funds, Special Revenue Funds, Capital Projects Funds, Internal Service Fund
The total amount for capital outlays is $49.3 million and is made of $36.0 million from federal grants, state grants, bond proceeds and other, $13.3 million Enterprise Funds. $17,064,400 - Wastewater System Improvements
3,653,318 - Water Fund Improvements
6,577,270 - Imperial Avenue extension
4,395,000 - Street improvements - misc.
1,008,671 - SE City Quadrant Project
38,000 - Signal light improvement
250,000 - Sidewalks, curbs & gutters
1,022,881 - Buena Vista Park
5,190,000 - Gomez Park Improvements
857,721 - McGee Park & Various Parks
4,986,599 - Library Construction
100,000 - Bus shelter improvements
13 Packet Pg. 217
Action Item (ID # 5442) Meeting of June 21, 2022
150,000 - Police Station Design
66,000 - City Hall Pedestrian & Vehicle Gates/Access
1,259,934 - ADA City Hall Improvements
700,000 - Public Works ADA Restroom Project
333,825 - Reroofing City Hall Buildings
9,872 - IT - Server
550,000 - Police Patrol Vehicles - 5
225,000 - Police General Service Vehicles - 3
383,758 - Trucks - 7
52,000 - Pool Vehicle - 1
62,004 - Police Safety Equipment
109,128 - Fire Safety Equipment
83,710 - Fire - Computer Aided Dispatch Interface Connection 8,053 - IT - City Hall DNS Server
10,000 - Street Maintenance - Field & Safety Equipment
75,550 - Parks - 50” Articulating 4WD Diesel Lift
30,000 - Youth Center - Gym Floor Sand & Finish
7,000 - Youth Center - Radios with Chargers, Holster and Mic - 2 40,000 - Youth Center - Replacement of Fluorescent Lighting to LED

Internal Service Funds - 6.7 million
Major internal service funds include the following: workers compensation, health insurance and motor vehicle.

Debt Service Funds - 4.5 million
The Debt Service Funds are used to pay for debt related to the LTA Bonds and debt for the former Redevelopment Agency and Successor Agency.

Conclusion:

Adopt 2023 Budget as presented.

ATTACHMENTS:
• Resolution Adopting the Annul Budget for Fiscal Year 2022-2023 (PDF) 13 Packet Pg. 218
02/2022/liz/A22-0048/Reso/FY23Budget 1
RESOLUTION NO. 22 -

RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF EL CENTRO, CALIFORNIA

ADOPTING THE ANNUAL BUDGET FOR
FISCAL YEAR 2022-2023
WHEREAS, the City Manager of the City of El Centro has prepared and submitted to the City Council of the City of El Centro the proposed budget for fiscal year 2022-2023; and WHEREAS, the City Council has reviewed the proposed budget for fiscal year 2022-2023 at length; and
WHEREAS, all changes and necessary modifications to the proposed budget for fiscal year 2022-2023 have been made.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of El Centro, California does hereby adopt the budget for fiscal year 2022-2023 for the City of El Centro as prepared and submitted by the City Manager and as modified by the City Council.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on the day of 2022.

CITY OF EL CENTRO
By ___________________________
Tomas Oliva, Mayor
ATTEST:

By_______________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By _______________________________
Elizabeth L. Martyn, City Attorney

13.a
Packet Pg. 219 Attachment: Resolution Adopting the Annul Budget for Fiscal Year 2022-2023 (5442 : Final Budget Presentation FY 2023 - All Funds) 02/2022/liz/A22-0048/Reso/FY23Budget 2

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California, do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By ___________________________
Norma Wyles, City Clerk

13.a
Packet Pg. 220 Attachment: Resolution Adopting the Annul Budget for Fiscal Year 2022-2023 (5442 : Final Budget Presentation FY 2023 - All Funds) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: City Manager's Office
El Centro, CA 92243 Category: Request
Prepared By: Elizabeth Zarate
SCHEDULED Department Head: Marcela Piedra
ACTION ITEM (ID # 5421) DOC ID: 5421
Measure P Project Requests
CITY MANAGER’S RECOMMENDATION:

Consideration of requests for recommended projects from each Measure P Task Force Group.

FISCAL IMPACT:

Measure P Revenues
BACKGROUND:

Measure P was approved in November 2016 by the voters and went into effective in April 2017. On October 3, 2017, the City Council formed four Measure P Working Groups - Public Works, Parks & Recreation, IT/ADA and Community Enhancement. Each working group was comprised of two members of the City Council and select city staff.

A list of all projects approved from 2017 to date is provided in Exhibit A for your reference.

TOTAL MEASURE P FUNDS COMMITTED TO DATE $ 17,809,931
DISCUSSION:

Staff initiated the submission of projects to be considered under the Measure P in February 2022. During the month of May 2022, City Manager’s staff coordinated the individual Measure P Working Group meetings. The goal of each working group was to review the submitted capital projects, prioritize the projects requested, and report back to the City Council for further discussion and recommendation.

The projects recommended to move forward for consideration are listed in Exhibit B.

Staff is requesting that City Council members determine which projects will be approved. After evaluating, all of the projects submitted for Measure P funds are listed below by working groups.

ADA/IT $1,419,840
Community Enhancement $3,044,000
Parks & Recreation $6,377,000
Public Works & Operational $3,501,172
TOTAL REQUEST: $14,342,012
14 Packet Pg. 221
Action Item (ID # 5421) Meeting of June 21, 2022
The following projects were not part of the working groups initial request and Community Service staff is requesting as part of the Parks & Recreation group funds for Zumba/Pilates/Tai Chi/Yoga for the Senior program in the amount of $25,000; and Special Events in the amount of $110,000.

CONCLUSION:

The Measure P fund balance on June 30, 2022 is estimated to be $16,481,910. Since the inception of Measure P back in 2017, a total of $17,809,931 million has been committed for various capital projects. Staff is requesting that Council Members consider which projects presented in Exhibit B are being considered.

ATTACHMENTS:
• Exhibit A (PDF)
• Exhibit B (PDF)
14 Packet Pg. 222
ROUND 1 PROJECTS APPROVED AT FEBRUARY 6, 2018 COUNCIL MEETING Project Name Estimated Amount Status
IT Project 1 - Main Infrastructure $286,438 Completed
IT Project 2 - Licensing upgrades/Security $297,674
In Process; HR Module-Anticipated
Completion December 2022
IT Project 3 - Library upgradres $78,909 Completed
Transition Plan - ADA Improvements $195,400 Completed
Valley Center Point Shopping Center Redevelopment RFP for the Master Plan $350,000 Completed
Replacement of Field Lighting - Design/Environmental $272,100 Completed Bucklin Park Renovation - Design/Environmental $146,206 Completed Restroom/Snack Bar Renovations - Design/Environmental $84,100 Completed Carlos Aguilar new Parking Lot - Design/Environmental $28,100 Completed Parking lots resurface/restripe - City public Downtown $500,000 Completed Parking lot resurface - OPOP $119,390 Completed
Parking lot resurface - Library immediate front $300,000 Completed Reroofing - City buildings $430,000 In Process
Reroofing - Valley Center Point - Library and surrounding area $50,000 On Hold TOTAL $3,138,317
ROUND 2 PROJECTS APPROVED AT JUNE 19, 2018 COUNCIL MEETING Project Name Estimated Amount Status
Information Technology - Project 5: Fiber $188,000 In Process Public Works - ADA Project: ADA Ramps $300,000
On hold. Design phase before the end of
the year and bid summer 2022
Police Dept. - Security Pole Cameras $55,075 Completed
Police Dept. - Expansion Automated License Plate Reader Program $187,808 Completed Animal Control Shelter - Consultant Services $15,000 Completed Fire Station No. 1 Upgrades - CPSM Recommendations: $50,000 Completed Fire Station No. 2 Upgrades - CPSM Recommendations: $45,000 Completed Bucklin Park - Upgrades $35,000 Completed
Stark Field Playground Replacement $150,000 Completed
Carlos Aguilar Park Improvements-Shortfall $503,000 Completed Frazier Park Upgrades: Netting & Backstops $25,000 Completed Monte Vista Regional Wellness Park - Feasibility Study ($8,100 approved for Environmental Fees approved at 10/20/20 Council Meeting) $70,000 Completed
Public Works Shop - ADA Code Compliant Restrooms $183,000 Design Phase City Thoroughfares - Design $100,000 Completed
Marketing/Signage Project Budget $3,000 Ongoing
TOTAL $1,909,883
Additional projects that have been approved by Council:

Project Name Estimated Amount Status
Financial Consultant contracted to assist with bond measure $10,000 Completed Fire Station Upgrades shortfall due to grant denial $90,000 Completed Downtown Christmas Lights $27,000 Completed
TOTAL $127,000

SUMMARY OF APPROVED MEASURE P PROJECTS EXHIBIT A

14.a
Packet Pg. 223 Attachment: Exhibit A (5421 : Measure P Project Requests)

SUMMARY OF APPROVED MEASURE P PROJECTS EXHIBIT A
ROUND 3 PROJECTS APPROVED AT APRIL 2, 2018 COUNCIL MEETING Project Name Estimated Amount Status
Grant Applications Writing Services for Prop 68 Grant Applications $50,000 Completed Proposed Park South Fire Station No. 3 $2,000,000 Completed Library Design Plans $600,000 Completed
Bucklin Park Improvements
Phase II $692,200 Completed
Parking Lot Improvements $320,000 Completed
Plank Park Phase II Shortfall $100,000 Completed
TOTAL $3,762,200
PROJECTS APPROVED AT AUGUST 6, 2019 COUNCIL MEETING
Project Name Estimated Amount Status
Security Cameras at Valley Center Point $20,000
No Measure P funds will be used for
project
Adult Center Senior Services $23,000 Completed
Carlos Aguilar Shortfall $446,753 Completed
Animal Control Shelter $375,000 Completed
TOTAL $864,753
PROJECT APPROVED AT FEBRUARY 4, 2020 COUNCIL MEETING
Project Name Estimated Amount Status
Valley Center Point Master Plan Design $450,000 Completed TOTAL $450,000
PROJECTS APPROVED AT MAY 19, 2020 COUNCIL MEETING
Project Name Estimated Amount Status
Capital Outlay Request from General Fund $529,773 Completed Consultant Services for Measure P Sales Tax Monitoring $10,000 Completed Consultant Services for new Police Facility $125,000 In Progress IT Repairs/Upgrades to Council Chambers $25,000 Completed Design Services for FY 2021 for new Police Facility $2,000,000 Completed TOTAL $2,689,773
PROJECT APPROVED AT OCTOBER 6, 2020 COUNCIL MEETING
Project Name Estimated Amount Status
MOU Imperial Co. Sheriff's - Use of Inmate Labor
***Funds have been repurposed for community clean-ups*** (Cost for 24 month) $75,769
Project no longer funded by Measure P -
New funding source ARPA
TOTAL $75,769
PROJECT APPROVED AT MARCH 3, 2021
Project Name Estimated Amount Status
Fire Department RCS Radios (10) $40,365 Completed
TOTAL $40,365

14.a
Packet Pg. 224 Attachment: Exhibit A (5421 : Measure P Project Requests)

SUMMARY OF APPROVED MEASURE P PROJECTS EXHIBIT A
PROJECT APPROVED AT APRIL 22, 2021 BY TF TO END HOMELESSNESS Project Name Estimated Amount Status
Esri Software Program $2,750 Completed
TOTAL $2,750
PROJECT APPROVED AT MAY 4, 2021 COUNCIL MEETING
Project Name Estimated Amount Status
Downtown Façade Improvement $125,000 Eight (8) complete and one (1) pending TOTAL $125,000
PROJECT APPROVED AT JUNE 1, 2021 COUNCIL MEETING
Project Name Estimated Amount Status
Buena Vista Park Basketball Court $150,000
In Process - Anticipating completion
01/2024
TOTAL $150,000
PROJECTS APPROVED AT SEPTEMBER 7, 2021 COUNCIL MEETING
Project Name Estimated Amount Status
Consultant Services for Measure P Sales Tax Monitoring FY19, FY20, FY21, FY22 $40,000 Completed
Mapping Utilities Proposal for Bucklin Park $46,500 In Process City Playground Surfacing Improvement $142,260
In Process - Anticipating completion
09/2022
Bucklin Park Playground Shortfall $32,048
In Process - Anticipating completion
06/2022
IT Repairs/Upgrades
(Glass Doors/Maas360) $33,946 Completed
TOTAL $294,754
PROJECT APPROVED AT OCTOBER 19, 2021 COUNCIL MEETING
Project Name Estimated Amount Status
Community Special Events (October 2021 - July 2022) $49,280 Completed - Six (6) special events TOTAL $49,280
PROJECTS APPROVED AT DECEMBER 21, 2021 COUNCIL MEETING
Project Name Estimated Amount Status
ADA City Hall Improvements - Comm Dev. $1,380,000 In Progress ADA Community Center doors - Comm Dev. $12,864 Ordered
ADA Required signage - Comm Dev. $67,070 Ordered
73 HP New Holland Tractor loader - Parks $110,300 In Process Automated License Plate Recognition cameras - PD $615,000 In Process New Type I Fire Pumper - Fire $750,000 Completed
New Type III/I Fire Engine - Fire $650,000 Completed
Peterbilt 2 Axle 26,000 CVW Vehicle - Parks $99,130 Completed TOTAL $3,684,364

14.a
Packet Pg. 225 Attachment: Exhibit A (5421 : Measure P Project Requests)

SUMMARY OF APPROVED MEASURE P PROJECTS EXHIBIT A
PROJECT APPROVED AT JANUARY 18, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Bucklin Park Challenge Course Shortfall - Comm Serv. $84,715 In Progress TOTAL $84,715
PROJECT APPROVED AT FEBRUARY 15, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Community Special Events (February 2022 - July 2022) $40,000 In Progress TOTAL $40,000
PROJECT APPROVED AT MARCH 1, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Swarthout Park Field Conversion/Decommission
(Convert 2 Baseball Diamonds to Football Fields) $100,000 In Progress TOTAL $100,000
PROJECT APPROVED AT MARCH 1, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Alarm System Upgrade @ City Hall $13,000 Completed
TOTAL $13,000
PROJECT APPROVED AT MAY 17, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Police Facility Consultant - Additonal Funds $169,008 In Progress TOTAL $169,008
PROJECT APPROVED AT JUNE 7, 2022 COUNCIL MEETING
Project Name Estimated Amount Status
Imperial Ave Complete Streets Plan - Grant $39,000 In Progress TOTAL $39,000
GRAND TOTAL ALLOCATED FOR ALL MEASURE P PROJECTS $17,809,931

14.a
Packet Pg. 226 Attachment: Exhibit A (5421 : Measure P Project Requests)

EXHIBIT B
Project Recommendations from the Measure P Working Groups

ADA PROJECTS
CD-Adult Center ADA Upgrades $500,000
CD-Community Center ADA Upgrades $700,000
CS- Splash Pad Improvements $13,000
TOTAL $1,213,000

COMMUNITY ENHANCEMENT PROJECTS
CC-Monthly Commemorative Community Streaming Videos $9,000 PW-Demolition of Valley Center Point Buildings $3,000,000 CS- Mural Art Program Citywide $35,000
TOTAL $3,044,000

IT PROJECTS
IT - Adobe 2020 software $60,522
IT – COEC Exchange Server $31,963
IT - Police Department Exchange Server $31,963
IT - Police Department V Drive Server $33,366
IT - Updated costs for Fiber to Fire Station 2 $7,000
IT - WIFI to First Responders Park $15,973
IT – IT Consulting Professional Services $18,000
IT – City Hall DNS Server $8,053
TOTAL $206,840

OPERATIONAL PROJECTS
PD-New Automated License Plate Recognition (ALPR) $229,440 CC-Records Retention Management Professional Services $9,900 CS- Security Professional Services – Bucklin & Skate Park $213,117 PD/PW – Samsara Fleet Management Software $42,877

14.b
Packet Pg. 227 Attachment: Exhibit B (5421 : Measure P Project Requests)

EXHIBIT B
FIN – HDL Consultants FY2023 $10,000
CS- Radios for Special Events for MLK staff $7,000
CS- Bulb Replacements @ MLK Pavilion $40,000
LB- Library Cleaning Professional Services $51,400
FD-Fire Hose Replacement Plan $50,000
CD-Zoning Code Update (non-housing) Consultant Services $44,300 PD – Ballistic Vest (24) $62,004
PD – First Responder Therapy Dog $15,000
FD – Structural Turnout Ensemble (30) $84,210
FD – Tactical Pants (36) $9,108
FD – Gerber Medical Jackets (34) $15,810
FD – CAD ESO Software & tablet $83,710
PW – Street Maintenance Field Equipment $5,000
PW – Street Maintenance Safety Equipment $5,000
TOTAL $977,876

PARKS & RECREATION PROJECTS
CS- Swarthout Park Field Lighting $3,340,000
CS- Swarthout Parking Lot Lighting $250,000
CS- Conrad Harrison Gym Floor Regulation Lines $30,000
CS – Dog Park Project $220,000
CS – Parks Division Yard Renovation Project $437,000
CS- Bucklin Park Rural Recreation Grant Match $1,650,000 CS – McGee Park Basketball Court & Lighting-CDBG Grant Match $450,000 TOTAL $6,377,000

PUBLIC WORKS PROJECTS
CD- Bucklin Park South Parking Lot ADA Upgrades $50,000 PW-On-Call Sidewalks Maintenance Contract $200,000

14.b
Packet Pg. 228 Attachment: Exhibit B (5421 : Measure P Project Requests)

EXHIBIT B
PW-City Hall Parking Lot Resurfacing $100,000
CS – Bucklin Alley Paving $450,000
PW- Remodel Facility Maintenance Division building $300,000 TOTAL $1,100,000

VEHICLES
PD-Patrol Unit Replacement (5) $550,000
FD-Mobile Command Vehicle $98,000
PW-Service Truck for Facility Maintenance Division $60,000 PW-Service Truck for Streets Division $65,000
PW-Truck for Engineering Division $50,532
CS- 1-Ton Crew Cabs w/Service Bed (2) $130,250
CS- Silverado Truck w/Man Lift for Parks Monitors $38,988 CS- Silverado Truck w/Man Lift for Aquatic Center $38,988 CS- 2021 Silverado Truck for Economic Development $38,988 ND – Passenger Pool Vehicle to support operation at City Hall $52,000 PD – General Service Vehicles (3) $225,000
CS- 50-foot Articulating Man Lift $75,550
TOTAL $1,423,296
GRAND TOTAL REQUEST $14,342,012
Request submitted after the Measure P Working Groups met:

CS - Zumba/Pilates/Tai Chi/Yoga for Senior program $25,000 CS - Special Events ( $85,000
Total Request $110,000

14.b
Packet Pg. 229 Attachment: Exhibit B (5421 : Measure P Project Requests) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Community Services
El Centro, CA 92243 Category: Request
Prepared By: Adriana Nava
SCHEDULED Department Head: Adriana Nava
ACTION ITEM (ID # 5578) DOC ID: 5578
Discussion and related action regarding Parks and
Recreation and Aquatic Center Fees be Exempted from
Automatic 3% Increase for Fiscal Year 2022-2023
CITY MANAGER’S RECOMMENDATION:

Discussion and related action regarding parks and recreation and aquatic center fees.

FISCAL IMPACT:
"See Below"
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

Goal #4- Recreation & Lifelong Learning
Action 4.5: Support programs and amenities to further develop literacy, health, and education of children, youth, and seniors.

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

Not applicable.

BACKGROUND:

On March 19, 2019, the City Council adopted numerous Citywide fees, which include Parks and Recreation and the Aquatic Center. Specifically, Resolution No. 19-13, provided for an automatic 3 percent increase effective on July 1 of each year. During this calendar year, users and parents of users have been informing City Staff that we are pricing out residents as our fees have become too high and too burdensome for the economically vulnerable residents of our community. Similar comments have been received by Mayor Oliva and after discussion with the City Manager, this item was added to the meeting agenda for discussion and action by Council.

DISCUSSION:

As previously discussed, Citywide fees were adopted via Resolution 19-13, which denotes that fees will automatically increase by 3 percent unless there is action to the Contrary by Council and will be effective July 1, 2022. After consideration by the Library & Community Services Board, the recommendation was to keep at the current rate for most services except Nothing But Net, at a lower rate. This lower rate was advertised in the Summer Recreation Program at $110 for non-residents for the season and $100 for residents. Additionally, given inflation and the continuing impact of the pandemic on El Centro residents and families, and the high heat warnings already in place in June, access to summer recreation programs is vital for the health, safety and welfare of youth and other members of the community and increased fees will impede that access because families cannot afford to enroll in the programs if the fees are increased by 3 percent.
15 Packet Pg. 230
Action Item (ID # 5578) Meeting of June 21, 2022
The resolutions attached provide various options the Council may consider as follows:
• Exempting aquatic center entry fees from the annual 3 percent increase, but increasing all other aquatic center fees by 3% percent; • Decreasing Nothing But Net Fees to $100 for residents and $110 for nonresident's;
• Exempting all parks and recreation and aquatic center fees from the annual 3 percent increase.

The fiscal impact of this agenda item differs depending upon the action taken by the Council. If no resolution is approved, there is no negative fiscal impact.

If the Aquatic Center daily admissions are kept at the same level for resident and nonresidents, the City will not receive the 15 cent increase per resident admission and 24 cent increase per non-resident admission. The time frame used here is that for the summer Aquatic Center programs, for July 1 through the end of August, when the El Centro Elementary Schools return to classes. (June information was not included because the fees would take effect July 1). Last year’s information was used to provide fiscal impact estimates.

There are an estimated 4490 resident admissions and 1349 non-resident admissions as shown by the charts below for a total of 5839 admissions. Based upon these assumptions, the fiscal impact would be a reduction of $6957.58. Obviously, this amount differs depending upon who uses the Aquatic Center and how often.

July 2021
Gen Admission 2744 888 3632
Gen Admission:

Resident: 2,744 admissions x $5.00 per admission = $13,720 x .15 cent increase = $2,058.00
Non-Resident: 888 admissions x $8.00 per admission = $7,104.00 x .24 cent increase = $1,704.96
August 2021
Gen Admission 1746 461 2207
Gen Admission:

Resident: 1,746 admissions x $5.00 per admission = $8,730 x .15 cent increase = $2,309.50
Non-Resident: 461 admissions x $8.00 per admission = $3,688 x .24 cent increase = $885.12
Information regarding the fiscal impact of lowering or retaining the Nothing But Net (NBN) fees will be provide for the Tuesday meeting (or in advance as possible). The same is true of the Library and Community Services Advisory Board’s recommendations 15 Packet Pg. 231
Action Item (ID # 5578) Meeting of June 21, 2022
not to increase fees.

CONCLUSION:

Staff recommends discussion and related action regarding parks and recreation and aquatic center fees.

ATTACHMENTS:
• Resolution for Exempting all Fees from the 3% (DOCX)
• Resolution for Exempting Aquatic Center Admission Fee (DOCX) • Resolution for Exempting NBN Fees (DOCX)
15 Packet Pg. 232
06/2022/liz/A22-0117/Reso-P&R-Aquatic/Fee Reduction
RESOLUTION NO. 22 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO

DIRECTING THAT ALL AQUATIC CENTER AND RECREATION AND PARK FEES BE EXEMPTED FROM THE AUTOMATIC 3% FEE INCREASE FOR FY 2022-23
WHEREAS, on or about March 19, 2019, the City completed its review and verification of Citywide fees subject to Proposition 218 and adopted Resolution No. 19-13, setting those for Parks & Recreation and certain fees for the Aquatic Center; and WHEREAS, that Resolution provides for an automatic 3% increase effective on July 1 of each year; and
WHEREAS, Resolution No. 19-13 also states that “without additional Council action the fees will increase by that automatic escalator although the Council may remove one or more fees from the escalator and may examine individual fees;” and WHEREAS, the Library and Community Services Board considered the Aquatic Center and Park & Recreation fees at its June 2022 meeting and, after discussion, recommended that all such fees be kept at FY 2021-22 levels, except for those for the Nothing But Net (NBN) program; and
WHEREAS, for the NBN program, the Board recommended a fee decrease from $100 for residents and $110 for non-residents to $80 and $90 respectively for both the Spring and Summer programs, based upon community comments and to make the program more affordable; and
WHEREAS, unless there is City Council action at this time, all Aquatic Center fees subject to Proposition 218 adopted by the Council will be increased by 3% effective July 1, 2022; and
WHEREAS, this basis for this action is that given inflation and the continuing impact of the pandemic on El Centro residents and families, and the high heat warnings already in place in June, access to the Aquatic Center and City Park & Recreation programs during the summer is vital for the health, safety and welfare of youth and other members of the community and increased fees will impeded that access; and, while a 3% increase seems minimal, for some families, especially for multiple visits to the Aquatic Center, such fees are outside their ability to pay while meeting other obligations; and

15.a
Packet Pg. 233 Attachment: Resolution for Exempting all Fees from the 3% (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso-P&R-Aquatic/Fee Reduction
WHEREAS, all other Aquatic Center and Park & Recreation fees remain subject to the increase.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. The Recitals set out above are true and correct.

2. The fees set out on Exhibit “A” for Parks and Recreation will not increase for FY 2022-23.

3. The fees set out on Exhibit “B” for Aquatic Center programs will not increase for FY 2022-23.

4. The City Manager, Finance Director and Community Services Director shall take all necessary action to implement this Resolution.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on day of , 2022.

CITY OF EL CENTRO
By _____________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By________________________________
Elizabeth L. Martyn, City Attorney

15.a
Packet Pg. 234 Attachment: Resolution for Exempting all Fees from the 3% (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso-P&R-Aquatic/Fee Reduction

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By__________________________
Norma Wyles, City Clerk

15.a
Packet Pg. 235 Attachment: Resolution for Exempting all Fees from the 3% (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso-P&R-Aquatic/Fee Reduction

PARKS AND RECREATION FEES
Exhibit A
Proposed/Current Fees Current fee
Nothing But Net (NBN)
Summer Session
$80 Resident*
$90 Non Resident
$100 Resident
$110 Non
Resident
Nothing But Net (NBN) Spring
Session
$80 Resident*
$90 Non Resident
$100 Resident
$110 Non
Resident
Knowledge in Developing
Skills (KIDSZ) Program (per
week)
$53.84 Resident
$63.84 Non Resident
NFL Flag Football Fall Season $100.00 Resident
$110.00 Non Resident
Stepping Stones (per week) $53.84 Resident
$63.84 Non Resident
Half Pint (per week) $53.84 Resident
$63.84 Non Resident
*Recommended by the Library and Community Services Commission

15.a
Packet Pg. 236 Attachment: Resolution for Exempting all Fees from the 3% (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso-P&R-Aquatic/Fee Reduction
Exhibit B
Aquatic Center Fees
Category Fee Rate Unit
Daily Admission
Resident
Individual $ 5 Daily*
Non-Resident
Individual $ 8 Daily*
2 Years and Under Individual Free Daily
Summer Season Pass
Resident
Individual $ 75 Per Season
Family (4) $ 200 Per Season
Non-Resident
Individual $ 120 Per Season
Family (4) $ 300 Per Season
Annual Pass (10 Months)
Resident
Individual $ 250 Annual
Family (4) $ 625 Annual
Additional Member $ 100 Annual
Non-Resident
Individual $ 400 Annual
Family (4) $ 1,000 Annual
Additional Member $ 200 Annual
Swim Team Fee
Meet Rentals (Comp Pools)
Resident $ 200 Per Hour
Non-Resident $ 250 Per Hour
Lane Rental Resident $ 20 Per Hour
Non-Resident $ 30 Per hour
Masters Swimming $ 30 Per Month
Summer League $ 150 Per Swimmer
Aquatic Instruction Fees
Swim Lessons $ 45 Per Session
Private Lessons $ 40 Per Lesson
Jr Lifeguard $ 50 Per Session
Water Fitness $ 5 Per Class
Lifeguard Certification $ 200 Per Class
Water Safety Instructor Certification $ 200 Per Class
Facility Rental Fees
Birthday Party $ 300 Per 2 Hrs
Multi-purpose Room $ 105 Per Hour
Large Cabana $ 25 Per Hour
Small Cabana $ 15 Per Hour
Private Rental (Competition Pools) $ 400 Per Hour
Private Rental (Leisure Pools) $ 425 Per Hour
Private Rental (Full Aquatic Center) $ 825 Per Hour
*City Staff reserves the right to set limitations on the number of daily passes purchased for a single day

15.a
Packet Pg. 237 Attachment: Resolution for Exempting all Fees from the 3% (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso-AquaticFeeReduction
RESOLUTION NO. 22 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO

DIRECTING THAT AQUATIC CENTER DAILY ADMISSION FEES BE EXEMPTED FROM THE AUTOMATIC 3% INCREASE FOR FY 2022-23
WHEREAS, on or about March 19, 2019, the City completed its review and verification of Citywide fees and adopted Resolution No. 19-13, setting such fees including those for Parks & Recreation and the Aquatic Center; and
WHEREAS, in addition to the fees, the Resolution provides for an automatic 3% increase effective on July 1 of each year; and
WHEREAS, Resolution No. 19-13 also states that “without additional Council action the fees will increase by that automatic escalator although the Council may remove one or more fees from the escalator and may examine individual fees;” and WHEREAS, unless there is City Council action at this time, all Aquatic Center fees subject to Proposition 218 adopted by the Council will be increased by 3% effective July 1, 2022; and
WHEREAS, staff and the Mayor have recommended that the daily admission fees set out on Exhibit “A” remain at current levels and not be adjusted automatically for FY 2022-23 for the following reasons: given inflation and the continuing impact of the pandemic on El Centro residents and families, and the high heat warnings already in place in June, access to the Aquatic Center during the summer is vital for the health, safety and welfare of youth and other members of the community and increased fees will impeded that access; and, while a 3% increase seems minimal, for some families, especially for multiple visits to the Aquatic Center, such fees are outside their ability to pay while meeting other obligations; and WHEREAS, all other Aquatic Center fees remain subject to the increase.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. The Recitals set out above are true and correct.

2. The fees set out on Exhibit “A” will not increase for FY 2022-23.

3. The City Manager and Finance Director shall take all necessary action to implement this Resolution.

15.b
Packet Pg. 238 Attachment: Resolution for Exempting Aquatic Center Admission Fee (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic 06/2022/liz/A22-0117/Reso-AquaticFeeReduction
PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on day of , 2022.

CITY OF EL CENTRO
By _____________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By________________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By__________________________
Norma Wyles, City Clerk

15.b
Packet Pg. 239 Attachment: Resolution for Exempting Aquatic Center Admission Fee (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic 06/2022/liz/A22-0117/Reso-AquaticFeeReduction
EXHIBIT “A”
Daily Admission
Resident
Individual $ 5 Daily*
Non-Resident
Individual $ 8 Daily*
2 Years and Under Individual Free Daily
*City Staff reserves the right to set limitations on the number of daily passes purchased for a single day

15.b
Packet Pg. 240 Attachment: Resolution for Exempting Aquatic Center Admission Fee (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic 06/2022/liz/A22-0117/Reso/NBN-RecreationFeeReduction
RESOLUTION NO. 22 -

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL CENTRO

DIRECTING THAT CERTAIN CITYWIDE RECREATION AND PARK FEES BE EXEMPTED FROM THE AUTOMATIC 3% INCREASE FOR FY 2022-23 WHEREAS, on or about March 19, 2019, the City completed its review and verification of Citywide fees and adopted Resolution No. 19-13, setting such fees including those for Parks & Recreation; and
WHEREAS, in addition to the fees, the Resolution provides for an automatic 3% increase effective on July 1 of each year; and
WHEREAS, Resolution No. 19-13 also states that “without additional Council action the fees will increase by that automatic escalator although the Council may remove one or more fees from the escalator and may examine individual fees;” and WHEREAS, unless there is Council action to the contrary, all park and recreation fees adopted by the Council will be increased by 3% effective July 1, 2022; and WHEREAS, staff requests that this year’s 3% increase be waived only for the recreation program known as “Nothing But Net” for both the Spring and Summer programs, as set out on Exhibit “A”, attached and incorporated; and WHEREAS, as considered and recommended in part by the Library and Community Services Board, the lingering impact of the pandemic on El Centro residents and families along with inflation and increased interest rates have impacted families’ ability to pay for to summer recreation programs; such programs are vital for the health, safety and welfare of youth and other members of the community. Even a small increase in fees could impede that access because families cannot afford to enroll in the programs if the fees are increased by the 3% and meet other obligations.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA, DOES HEREBY RESOLVE AS FOLLOWS:

1. The recitals set out above are true and correct.

2. The fees set out on Exhibit “A” shall not be increased by 3% for the 2022-23 fiscal year.

15.c
Packet Pg. 241 Attachment: Resolution for Exempting NBN Fees (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22-0117/Reso/NBN-RecreationFeeReduction

3. The City Manager, Finance Director and Community Services Director are authorized to take any and all necessary action to implement the provisions of this Resolution.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of El Centro, California held on day of , 2022.

CITY OF EL CENTRO
By _____________________
Tomas Oliva, Mayor
ATTEST:

By _____________________________
Norma Wyles, City Clerk
APPROVED AS TO FORM:

Office of the City Attorney
By________________________________
Elizabeth L. Martyn, City Attorney

STATE OF CALIFORNIA )
COUNTY OF IMPERIAL ) ss

CITY OF EL CENTRO )
I, Norma Wyles, City Clerk of the City of El Centro, California do hereby certify that the foregoing Resolution No. 22- was duly and regularly adopted at a regular meeting of the City Council of the City of El Centro, California, held on the day of , 2022, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

By__________________________
Norma Wyles, City Clerk

15.c
Packet Pg. 242 Attachment: Resolution for Exempting NBN Fees (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) 06/2022/liz/A22
-0117/Reso/NBN-RecreationFeeReduction
Exhibit A
Current Fees
Nothing But Net (NBN) Summer
Session
$100 Resident
$110 Non Resident
Nothing But Net (NBN) Spring
Session
$100 Resident
$110 Non Resident

15.c
Packet Pg. 243 Attachment: Resolution for Exempting NBN Fees (5578 : Fee Increase Exemption for Parks and Recreation and Aquatic Center) City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Community Services
El Centro, CA 92243 Category: Grant
Prepared By: Adriana Nava
SCHEDULED Department Head: Adriana Nava
ACTION ITEM (ID # 5552) DOC ID: 5552
Potential Dog Park at the Southeast Corner of Adams Avenue and 7th Street
CITY MANAGER’S RECOMMENDATION:

Discussion and related action regarding approval of a Dog Park at the southeast corner of Adams Avenue and 7th Street adjacent to the Brett Driscoll Sidewinder Skate Park.

Discussion and related action regarding approval of $220,000 in Measure P funds for the construction of a Dog Park.

FISCAL IMPACT:

Phillip Heald, a resident and longstanding member of the business community has been interested in developing a Dog Park in El Centro for many years. Recently, he has committed a donation in the amount of $500,000 for a Dog Park at the southeast corner of Adams Avenue and 7th Street (directly west of the Skate Park). The approximate cost of the Dog Park is $900,000, including a single compartment restroom.

However, when the Measure P Task Force reviewed the project, they recommended $220,000 for the Dog Park Project as the restroom is not required by the Building Code and other budget constraints. If the restroom were included, the City's portion is estimated to be $400,000.

STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

Goal #4 Recreation & Lifelong Learning
• Action 4.3: Secure public/private partnerships in parks and recreation and leverage resources and opportunities to help develop comprehensive cultural, recreational, and lifelong learning programs for all.
• Action 4.5: Improve parks, recreational amenities, open space, and trail development, and fulfill critical lifecycle and facility maintenance needs.

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

As a charter city, the City can procure directly for the construction of the Dog Park. The company currently working on the design concept is Duggins Construction. The City has had a positive working relationship with Duggins Construction and they are amenable in constructing the proposed Dog Park.

BACKGROUND:

In April 2022, Phillip and Elise Heald approached the City about constructing a Dog Park and donating $500,000 for the Dog Park. A concept site plan had been drawn by Interim Parks Supervisor, Javier Villaverde, along with cost estimates for the purpose of the meeting with Phillip and Elise Heald. The design was then value-engineered by Duggins Construction and the cost estimate was verified by Duggins Construction. 16 Packet Pg. 244
Action Item (ID # 5552) Meeting of June 21, 2022
DISCUSSION:

A Dog Park has long been desired by the community and the $500,000 donation makes the project more feasible. The Recreation Master Plan was reviewed for consistency and the proposed dog park is consistent with the description in the plan and meets and exceeds the standard. The project was considered and reviewed by the Library & Community Services Board on May 12, 2022, and was recommended to City Council for approval unanimously. If the City Council approved the funding for the project and the project as a whole, the contract for the contractor would be considered by Council at a later date. Additionally, the naming of the Dog Park would also be required to be considered by Council at a later date.

The concept site plan attached incorporates two areas, one for small dogs and another for large dogs, modest play features, walking trails, landscaping, a picnic area as well as restrooms. The estimated cost to complete the dog park, as designed with the restroom is $900,000, however, the recommendation from the Task Force is not to include the restroom due to budget constraints. The level of personnel within the Parks Division is low to add an additional park that will demand daily maintenance. Thus, the Work Training Center would be retained to complete daily cleanup of the park site.

The process for construction would be as follows per direction by the City Attorney.

1. Private Contribution: Mr. Heald would make his contribution(s) directly to the City.

The City also may accept donations in the same manner as was done for the Veterans Memorial. Donations to the City are deductible in much the same manner as those made to a 501(c)(3) organization.

2. Design of the Dog Park: Mr. Heald has agreed to pay Duggins Construction for the preparation of the plans and specifications determined by the City to be necessary for the construction of the Dog Park.

3. Public Works Construction Agreement: As a charter city, El Centro may waive the competitive bidding for public works agreement, although other state law requirements such as prevailing wage continue to apply. (See City Charter, Section 300).

The Dog Park may be built in phases depending upon funding. The first phase could be built immediately and would be a smaller, initial area. The phasing would be reflected in the construction documents.
a. The format of the Construction Agreement is that normally used by the City and approved by CalJPIA.
b. The contractor will need to obtain an encroachment permit for work in the City right of way (or other property) as well as possible other approvals. c. The contractor will be required to provide Faithful Performance and Labor and Materials Bonds.

4. Completion: Upon completion of construction, the City will fund, maintain and 16 Packet Pg. 245
Action Item (ID # 5552) Meeting of June 21, 2022
manage the Dog Park as a City facility and will adopt and enforce rules and regulations for its use. The Dog Park will be operated pursuant to specific rules and regulations mandated by the City’s insurance joint powers authority and state law.

CONCLUSION:

Discussion and related action regarding approval of a Dog Park at the southeast corner of Adams Avenue and 7th Street adjacent to the Brett Driscoll Sidewinder Skate Park.

Discussion and related action regarding approval of $220,000 in Measure P funds for the construction of a Dog Park.
16 Packet Pg. 246
City Council of the City of El Centro Meeting: 06/21/22 11:30 AM 1275 Main Street Department: Engineering Division
El Centro, CA 92243 Category: Bid
Prepared By: Abraham Campos
SCHEDULED Department Head: Abraham Campos
ACTION ITEM (ID # 1190) DOC ID: 1190
Discussion and any necessary action regarding the approval of plans and specifications for the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I
CITY MANAGER’S RECOMMENDATION:

Approve the plans and specifications for the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I and authorize staff to release for public bidding.

FISCAL IMPACT:

No Impact to the General Fund. This project is funded by HIP funds, SB1 Funds, and Street Impact Fees. Available budget is as follows, which will be updated once bids are received.

HIP Funds (federal) $823,068
SB1 Funds (state) $875,000
Street Impact Fees (local) $ 1,026,932
Total $ 2,725,000
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:

Goal #2 Environmental Sustainability & Infrastructure, Action 2.3: Construct the Imperial Avenue extension between Interstate 8 and McCabe Road including Wake Avenue extension from Imperial Avenue to Cypress Avenue.

DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE

DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:

N/A
BACKGROUND:

Caltrans has recently completed construction of the new Imperial Avenue/Interstate 8 interchange, which will now allow the City to connect Imperial Avenue south of I-8.

The City will be extending S. Imperial Avenue to Wake Avenue, and extending Wake Avenue east and west of S. Imperial Avenue as part of Phase I of the Imperial Avenue Extension Project. This Phase I project is to include a new roadway from the new I-8 Interchange to Wake Avenue and the westerly extension of Wake Ave. to create a new S. Imperial / Wake Ave. Intersection.

S. Imperial Avenue will be extended to McCabe Road, with intersections located at Danenberg Drive, Manuel Ortiz Avenue, and Valleyview Avenue in subsequent project phases.
17 Packet Pg. 247
Action Item (ID # 1190) Meeting of June 21, 2022
City Staff has applied for and successfully been awarded additional funding through the FHWA Highway Improvement Program ("HIP") in the amount of $823,068, for construction of the Phase I portion of S. Imperial Avenue extension.

DISCUSSION:

Engineering Staff has contracted The Holt Group, Inc. to design the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I.

The Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I will provide new access south of Interstate 8 on South Imperial Ave. from Wake Avenue, as well as the connection of Wake Avenue East of Imperial Avenue.

Below is a tentative Schedule for this project:

Schedule:

Approval of Plans and Specs June 21, 2022
Advertise Project July 01, 2022
Pre-Bid Meeting July 12, 2022
Bid Opening August 04, 2022
Construction Award September 06, 2022
Construction Commence October 10, 2022
Construction Completed August 01, 2023
CONCLUSION:

Approve the plans and specifications for the Extension of Imperial Avenue from Interstate 8 to Wake Avenue and Wake Avenue East of Imperial Avenue - Phase I and authorize staff to release for public bidding.

ATTACHMENTS:
• 11X17 Phase I Bid Set Plans (PDF)
• Phase I Specifications VOL.1 (PDF)
• Phase I Specifications Volume II of II (PDF)
17 Packet Pg. 248

17.a
Packet Pg
249
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) P
TBM#1
EL 970.74
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 SS
SS
SS
SS
SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+13 P
SS
SS
SS SS
973.00

SOUTH IMPERIAL AVENUE

WAKE AVENUE

SOUTH IMPERIAL AVENUE
WAKE AVENUE WAKE AVENUE TBM#1 EL 970.74
P
TBM#1
EL 970.74
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 SS
SS
SS
SS
SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+13 P
SS
SS

SOUTH IMPERIAL AVENUE SS SS

WAKE AVENUE

SOUTH IMPERIAL AVENUE
WAKE AVENUE WAKE AVENUE TBM#1 EL 970.74
Exp. 12-31-22
No. 31773
AJ M G.

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OF SHEETS 36

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DATE DESIGN BY:

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NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 2_INDEX SHEET.dwg 06/09/2022 13:50 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 INDEX SHEET 2 AGG. AGGREGATEAPP. APPROXIMATEA.C.P. ASBESTOS CEMENT PIPEA.C. ASPHALT CONCRETEAWWA AMERICAN WATER WORKS

ASSOCIATION
B.C. BEGINNING OF CURVE RADIUSBLDG. BUILDINGBOT BOTTOM OF SLOPEB.V. BUTTERFLY VALVE C CHORDC.I. CAST IRONC.B. CATCH BASINC.M.C. CEMENT MORTAR COATEDC.M.L. CEMENT MORTAR LINEDC2B CLASS 2 BASE ℄ CENTERLINE
DIA. DIAMETERDI DUCTILE IROND/W DRIVEWAY
Δ DELTA
EP EDGE OF PAVEMENTEL. ELEVATIONEC END OF CURVE RADIUS
FF FINISH FLOOR ELEVATIONFFL FUTURE FLOWLINEFTC FUTURE TOP OF CURBFTP FUTURE TOP OF PAVEMENTFSW FUTURE SIDEWALKFL FLOWLINEF.S. FINISH SURFACE G.B. GRADE BREAKG.V. GATE VALVE
H.B HOSE BIB
I.D. INSIDE DIAMETERINV. INVERT
L LENGTHLIP LIP OF CURB IN DRIVEWAYSMH MANHOLEMAX MAXIMUMMIN MINIMUMMISC. MISCELLANEOUSNS NATIVE SURFACENTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROHE OVERHEAD ELECTRICAL LINE

PAD PAD ELEVATION
% PERCENT

PIG POINT OF INTERSECTING GRADESPIT POINT OF INTERSECTING

TANGENTS

PVC POLY VINYL CHLORIDEPCC PORTLAND CONCRETE
CEMENT

PP POWER POLER RADIUSRC REINFORCED CONCRETEROW RIGHT-OF-WAY

S/W SIDEWALKS SLOPESD STORM DRAINSS SANITARY SEWERSTA STATION

T TANGENTTC TOP OF CURB OR TOP OF

CONCRETE
TMH TOP OF MANHOLETOP TOP OF SLOPETP TOP OF PAVEMENTTYP. TYPICAL

VCP VITRIFIED CLAY PIPE

ABBREVIATION INDEX
SHEET 4
SHEET 5 SHEET 6 SHEET 7
SHEET 8 SHEET 10 NTS
NTS
GENERAL NOTE:

THE IMPROVEMENT PLANS WERE PREPARED IN CONFORMANCE WITH C-16 1981 NAVD 88 ELEVATION 985.97 (CITY OF EL CENTRO DATUM).

SHEET 9 "CORFMAN 1979" - HORIZONTAL CONTROL POINT #1 THE STATION IS LOCATED 1.4 MILES WEST OF THE TOWN OF HEBER IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF HEBER RD. AND CORFMAN RD. TO REACH THE STATION FROM THE POST OFFICE IN HEBER GO WEST ON STATE HIGHWAY 86, HEBER RD., FOR 1.3 MILES TO A POINT WHERE HIGHWAY 86 BEGINS A TURN TO THE RIGHT, CONTINUE STRAIGHT AHEAD, WEST, FOR 0.1 MILE ON HEBER RD. TO THE INTERSECTION OF CORFMAN ROAD AND THE STATION ON THE LEFT. THE STATION MARK IS A STANDARD CADT DISK STAMPED - CORFMAN 1979 - SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, 58.04 FT. EAST OF A STANDARD CADT DISK STAMPED - CORFMAN RM NO 1 1979 - SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, 81.95 FT. FROM A STANDARD CADT DISK STAMPED - CORFMAN RM NO 2 1979 - SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, 28 FT. SOUTH OF THE CENTERLINE OF HEBER RD., 11 FT. EAST OF THE CENTERLINE OF CORFMAN RD., 3.5 FT. NORTHWEST OF POWER POLE NO. 20058 ID, 22.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A 3.5 FT. BY 6.5 FT. CONCRETE UTILITY VAULT, AND 0.4 FT. LOWER THAN THE CENTERLINE OF HEBER RD.

VERTICAL- NAVD 88 ORTHO HEIGHT= -11.00 FEET+1000 FEET = 989.00 HORIZONTAL: NAD 83 (2011) POSITION - SPC CA 6 [- 1,846,310.59 N, 6,776,512.62 E] IN FEET "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMANROAD).

PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 HORIZONTAL: NAD 83 (2011) POSITION - SPC CA 6 [- 1,851,748.52 N, 6,792,215.91 E ] IN FEET MC CABE RM 1 - HORIZONTAL CP #3
THE STATION IS LOCATED 4.9 MILES SOUTHWEST OF THE TOWN OF EL CENTRO IN THE NORTHWEST QUADRANT OFTHE INTERSECTION OF STATE HIGHWAY 111 AND MC CABE RD. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 111 AND INTERSTATE HIGHWAY 8, WHICH IS 4.0 MILES EAST OF EL CENTRO, GO SOUTH ON HIGHWAY 111 FOR 1.5 MILES TO THE INTERSECTION OF MC CABE RD. AND THE STATION ON THE RIGHT. THE STATIONMARK IS A STANDARD CADT DISK STAMPED - MC CABE RM NO 1 1979 - SET IN THE TOP OF A SQUARE CONCRETEMONUMENT, 42.42 FT. NORTHEAST OF A STANDARD CADT DISK STAMPED - MC CABE RM NO 2 - SET IN THE TOP OF A SQUARE CONCRETE MONUMENT, 2 FT. EAST OF A NORTH SOUTH FENCE, 47 FT. WEST OF THE CENTERLINE OF THESOUTHBOUND LANES OF HIGHWAY 111, 80 FT. NORTH OF THE CENTERLINE OF MC CABE RD., 48.5 FT. EAST OF THE END OF A CONCRETE LINED DITCH, AND 0.7 FT. LOWER THAN THE EDGE OF PAVEMENT OF THE SOUTHBOUNDLANES OF HIGHWAY 111.

VERTICAL- NAVD 88 ORTHO HEIGHT= -22.00 FEET+1000 FEET = 978.00 HORIZONTAL: NAD 83 (2011) POSITION - SPC CA 6 [- 1,854,461.40 N, 6,791,948.65 E] IN FEET DESCRIPTIONS POINT No.

HORIZONTAL CONTROL POINTS
1 2
3 CITY OF EL
CENTRO

ELEVATION DATUM

DESCRIPTION

BENCHMARK TABLE

BENCHMARK /
TBM
PK NAIL W/ METAL TAG "3696" ON TOP OF CURB AT NORTHWEST CORNER OF THE WAKE AVENUE AND S. IMPERIAL AVENUE INTERSECTION.
970.74 TBM 1972.94 TBM 2 COTTON SPINDLE ON NORTH SIDE OF POWER POLE #1111378D.

PROJECT

BENCH MARK
"C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN

RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT(12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD).

PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97
HORIZONTAL: NAD 83 (2011) POSITION - SPC CA 6 [- 1,851,748.52 N, 6,792,215.91 E ] IN FEET
985.97
TBM 3 CHISELED "X" ON TOP OF CURB AT THE END OF CURVE OF THE NORTHEAST 973.03

CORNER OF THE INTERSECTION OF MANUEL ORTIZ AVENUE AND SOUTH IMPERIAL AVENUE.

CHISELED "X" ON TOP OF CURB AT THE END OF CURVE OF THE NORTHEASTCORNER OF THE INTERSECTION OF VALLEYVIEW AVENUE AND SOUTH IMPERIAL AVENUE.
975.40 TBM 4
BRASS DISK AT THE SOUTHEAST CORNER OF THE DAHLIA LATERALHEADWALL STRUCTURE, NORTH OF McCABE ROAD.

TBM 5 982.35

BENCHMARK ELEVATION CONVERSION
PK NAIL W/ METAL TAG "3696" ON TOP OF CURB AT NORTHWEST CORNER OF THE WAKE AVENUE AND S. IMPERIAL AVENUE INTERSECTION.

BM
TBM 1
EQUATION: CITY ELEVATION - 671.88 = CALTRANS DATUM
CITY ELEVATION - 1.84 = IID DATUM

DESCRIPTION CITY OF

EL CENTRO

IID CALTRANS
970.74 968.90 298.86
970.74

17.a
Packet Pg. 250
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) IID 60' EASEMENT

POINT OF

CONNECTION
APN 052-686-027

IMPERIAL

IRRIGATION

DISTRICT
60' EXISTING

CITY OF EL CENTRO ROW
ROW DEEDED TO CALTRANS PERDOC. # 2006-017011 DATED APRIL 5, 2006 FILED AT IMPERIAL
COUNTY RECORDERS OFFICE.
18' W PVC

EXISTING

ABANDONED
18-INCH AC

WATER PIPELINE

NEWLY CONSTRUCTED
48" PVC IID DATE DRAIN
PIPELINE IID PROJECTNO. 1.00646
86'
TOE OF SLOPE 20'
20'
60'
NEW

CALTRANS
ROW

CALTRANS

CITY OF EL CENTRO

TOE OF SLOPE
60'
1 4
4 4
4 4 4
4 4 4

NEWLY CONSTRUCTED
18" PVC WATER PIPELINE

NEWLY CONSTRUCTED
18" PVC WATER PIPELINE
4 STA 8+00S STA 9+00S STA 10+00S STA 11+00S STA 12+00S STA 13+00S STA 14+00S STA 15+00S STA 16+00S STA 17+00S STA 18+00S STA 19+00S STA 20+00S STA 21+00S STA 22+00S STA 23+00S
STA 24+00S
STA 25+00S
STA 26+00S
ST
4 EXISTING ABANDONED
18-INCH STEEL WATER

PIPELINE

NEWLY CONSTRUCTED
18" PVC WATER PIPELINE
APN 052-686-025

DE LEON ISRAEL F & AFRA G
1503 WHITNEY WAY
EL CENTRO, CA. 92243
APN 052-686-027

IID/ REAL ESTATE &

ENVIRONMENTAL

COMPLIANCE
333 E BARIONI BLVD
IMPERIAL, CA 92251
APN 053-670-003

MAHAVIR HOSPITALITY LLC
1455 OCOTILLO DR
EL CENTRO, CA 92243

START EXISTING
ABANDONED 30"

CONCRETE CASING

PER AS-BUILTS

END EXISTING
ABANDONED 30"

CONCRETE CASING

PER AS-BUILTS

END EXISTING
ABANDONED 30"

CONCRETE CASING

PER AS-BUILTS

START EXISTING
ABANDONED 30"

CONCRETE CASING

PER AS-BUILTS

END EXISTING ABANDONED
30" CONCRETE CASING PER

AS-BUILTS
EXISTING 18-INCH

AC WATER PIPELINE

EXISTING

ABANDONED
18-INCH STEEL

WATER PIPELINE

EXISTING ABANDONED
30" CONCRETE CASING

PER AS-BUILTS

EXISTING ABANDONED
30" CONCRETE

CASING PER

AS-BUILTS

EXISTING ABANDONED
30" CONCRETE CASING

PER AS-BUILTS

START EXISTING
ABANDONED 30"

CONCRETE CASING

PER AS-BUILTS

EXISTING ABANDONED
18-INCH STEEL WATER

PIPELINE
EXISTING 18-INCH

STEEL WATER

PIPELINE

OLD DATE DRAIN

RELOCATED ANDBACKFILLED AFTER THE

CONSTRUCTION OF IID DATE
DRAIN UNDERGROUNDPIPELINE PER IID PROJECTNO. 1.00646
15 15 15 15
APN 052-686-007 SINGH HENRY/SINGH LOURDES 1502 WAKE AVE. APN 052-686-013 SANTOS JAIME A JR/ LEONOR FELIX 1519 FARMER DR.

EL CENTRO, CA 92243
APN 052-686-015

E L D C ENTERPRISES LLC
14629 VENTURA BLVD,
SHERMAN OAKS CA 91403
APN 052-686-014

JOE WONG
644 COSTA AZUL ST.

IMPERIAL, CA 92251
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 052-335-034

LOS BANOS MOTEL

INVESTMENTS LLC/MIKE PATEL
2015 COTTONWOOD CIR
EL CENTRO, CA 92243
APN 052-335-007

IMPERIAL PROPERTIES LLC
2984 BAYSIDE WALK
SAN DIEGO, CA 92109

IMPERIAL AVENUE
18' W PVC
18' W PVC
18' W P

PARKING LANE

PARKING LANE
MEDIAN

IMPERIAL AVENUE
2:1
SLOPE
2:1
SLOPE
2:1
SLOPE
SS
SS
SS
SS
(18" W)
SS
SS
SS SS
SS SS
SS
AV
(12" W)
(18" W)
(12" W)
(18" W)
(21" SS)
(12" SS)
(12" SS)
60' EXISTING

CITY OF EL

CENTRO ROW
(12" SS)
(12" SS) (12" SS)
(12" SS)
(12" SS) (12" SS) (12" SS) (12" SS)
18' W PVC
26'
88'
88'
4 4
4 4 4
1 1
2 1
(12" W)
4 1
1 4
1 4
4 4
1 4
4 4
1 4
2 1 2
1 1
5 E
1 5
1 1 2 1
2 2
STA 27+00S
STA 28+00S
STA 29+00S
11 (21" SS)
APN 052-686-003

HUERTA EVERARDO
& ROSA E
1564 WAKE AVE. EL CENTRO, CA 92243
APN 052-685-008 MORALES RODOLFO/ MORALES PATRICIA
1626 WAKE AVE. EL CENTRO, CA 92243
APN 052-686-006 PATINA DIMAS RENE/ FLORES CONSUELO
1518 WAKE AVE. EL CENTRO, CA 92243
APN 052-280-014 WATERMAN SUSANNA D (TE)/ WATERMAN MINCKS J L (TE) 8560 TIO DIEGO PL, LA MESA, CA 91942 APN 052-280-014 WATERMAN SUSANNA D (TE)/ WATERMAN MINCKS J L (TE) 8560 TIO DIEGO PL, LA MESA, CA 91942 4 STA 7+00W STA 6+00W STA 5+00W STA 4+00W
STA 3+00W
STA 1+00W STA 0+00
STA 1+00E
STA 2+00E STA 3+00E STA 4+00E STA 5+00E STA 6+00E STA 7+00E STA 8+00E STA 9+00E STA 10+00E STA 11+00E STA STA 2+00W
2 2
(12" SS)
(12" SS)
2 2
61'
NEWLY CONSTRUCTED 48" PVC IID DATE DRAIN PIPELINE IID PROJECT NO. 1.00646 4 APN 052-686-007 SINGH HENRY/SINGH

LOURDES
1502 WAKE AVE. EL CENTRO, CA 92243
15 APN 052-686-002
GARCIA, ALFREDO 1582 WAKE AVE EL CENTRO, CA 92243
APN 052-686-004 VOLDMAN ALEXANDR 1550 WAKE AVE. EL CENTRO, CA 92243 APN 052-686-005 MEJORADO OLIVIAE & VANESSA/ MEJORADO

EDUARDO A
1950 BARBARA WAY, EL CENTRO, CA 92243
APN 052-685-009

HWANG IL HOON/ HWANG YANG SOOK
1602 WAKE AVE. EL CENTRO, CA 92243 APN 052-686-001 ALFORD CHARLES E (TE) 1598 WAKE AVE EL CENTRO, CA 92243
APN 053-690-036 MARUTI CONSTRUCTION & MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN DIEGO, CA 92108

WAKE AVENUE
I
18' W PVC

WAKE AVENUE
(18" W)
SS
(18" W)
(12" SS)
(18" W) (18" W)
1 APN 053-592-028

MARRS CHRISTOPHER
DANIEL
2403 S. CYPRESS DR. EL CENTRO, CA 92243
APN 053-591-028
CORNEJO FRANK J 2402 S CYPRESS DR. EL CENTRO, CA 92243
A
AND
M/
1 EL C
APN 053-594-013

PEREZ IRMA
2031 W HOLT AVE. EL CENTRO, CA 92243
STA 13+00E
STA 12+00E
STA 13+65E
2 7 7
7 8
8 11
8 11
8 11
11 11
11 APN
KIN
KIN
245
EL CE
APN 053-594-012 GALLOWAY BRANDON

S & SUSY
1166 WAKE AVE. EL CENTRO, CA 92243

WAKE AVENUE

CYPRESS DRIVE
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 3_PLAN INDEX SHEET.dwg 06/09/2022 13:59 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 3 SITE/UTILITY PLAN
0' 60' 120' 180'
SCALE: 1"=60'
60'

POINT OF

CONNECTION

TRACTCORNER

TOE OF SLOPE

NEWLY CONSTRUCTED

WATER VALVES
APN 053-690-036 MARUTI CONSTRUCTION & MGMT LLC
CORPORATION 445 HOTEL CIR S, SAN DIEGO, CA 92108
APN 053-690-036 MARUTI CONSTRUCTION & MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN DIEGO, CA 92108
APN 053-690-036 MARUTI CONSTRUCTION & MGMT LLC
CORPORATION 445 HOTEL CIR S, SAN DIEGO, CA 92108
MATCHLINE STA 26+50S

SEE PLAN VIEW ABOVE RIGHT
MATCHLINE STA 11+60E

SEE PLAN VIEW BELOW
MATCHLINE STA 11+60 E

SEE MIDDLE PLAN VIEW

ABOVE RIGHT

MATCHLINE

SEE PLAN VIEW BOTTOMLEFT
MATCHLINE STA 26+50S

SEE PLAN VIEW BELOW
SCALE: 1" = 60'
SCALE: 1" = 60'
SCALE: 1" = 60'
EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TOREMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GASPIPELINE TO REMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETE PIPELINE TO REMAIN.

EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE
JUNCTION MANHOLE TO REMAIN.

EXISTING ABANDONED SANITARY SEWER PIPELINE TOREMAIN.EXISTING SANITARY SEWER MANHOLE TO BE REMOVED.

EXISTING KEYNOTES
62134579
10131214
8 111516

17.a
Packet Pg. 251
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 986
975
975
980
980
985
985
990
990
95 985
980
975
985
985
990
990
990
995
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995
971
971 971971
971
971 971
971
971
972
972
972
972
972
972
972
972
972
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972
973
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974 974
982
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978
977
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984
984
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986
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986
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987 988
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991
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991 992 992
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965 965965
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970 970 970
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975
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986
974
968 969
969
970
972 980 978 979
981
986
987
965
965 964
964
P

TRACT LINE
SS SS (21"SS)
SS
SS
AV

IID DATE DRAIN
WATER
WAKE AVE.

DIRT ROAD DIRT ROAD

DIRT ROAD
5 25 25
FLOW

TOP OF SLOPE
(21"SS)
(12" W)
(18" W)

DIRT ROAD
P
(12"SS)
S.S. MANHOLESTA 28+04S
SS
30 SS SS

RIGHT OF WAY
(21"SS)
(48" IID W)

DIRT ROAD
(NS 993.00)

SOUTH IMPERIAL AVENUE SOUTH IMPERIAL AVENUE
(NS 992.42)
(NS 984.96)
(NS 992.33)
(NS 973.29)
(NS 972.22)
(NS 972.99)
(NS 972.99)
(NS 971.32)
(NS 973.00)
(NS 971.61)
(NS 973.00)
(NS 971.08)
(NS 972.55)
(NS 972.00)
(NS 972.71)
(NS 972.58)
(NS 973.00)
(NS 972.37)
(NS 971.18)
(NS 972.88)(NS 972.46)(NS 971.95)
(NS 971.38)(NS 971.78)
(NS 971.84)
(NS 971.96)
(NS 972.01)
(NS 971.75)
(NS 973.01)(NS 970.87)
5 5

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCITION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
40'

LIMITS OF

CONSTRUCTION

PUBLIC UTILITY EASEMENT
VARIES
(NS 992.05)
(NS 972.73)
(18"W) (18"W)
(NS 972.28)
TRACT 85
FARMERS ESTATES SUBDIVISION TRACT 60
TRACT 60

DIRT ROAD
88'
ROW
(12"SS) ℄ ℄ ℄
℄
℄ ℄
℄ TRACT LINE

TRACT LINE
60'
VARIES STA 0+00E
STA 1+00E

20.38' STA 0+00W
(NS 973.00)
(NS 971.18)
50'
110'
60'
5'
VARIES
(NS 971.91)

CALTRANS ROW
SS

CALTRANS ROW
SS
G
88'
ROW
2 ℄
4 4
4 4
4 4
4 4
4 4
4 4 4
28 4
9 9
9 12
12 20
20 20
20 20
20 20
20 20 20
20 20
20 20
20 20
20 20
20 20
20 ROW
ROW
ROW

LIMITS OF

CONSTRUCTION
4 4
4 4
4 4
4 4
ROW
ROW
8 1 2
2 WAKE AVENUE
5 6 18
6 19
20 12
11 TRACT 86
21 23
23 TBM#1
EL 970.74

ROW ROW ROW
17 17
17 17 17
20'
ROW
ROW
ROW
4 4 1
2 ROW
4 18
8 DIRT ROAD

SOUTH IMPERIAL AVENUE
21+00S STA 22+00S
STA 23+00S
STA 24+00S
STA 25+00S
STA 26+00S STA 27+00S
STA 28+00S
STA 29+00S STA 30+00S
(NS 972.86)

DIRT ROAD
(NS 971.95)
ROW
(12" W)
5 12
APN 052-686-007

SINGH HENRY/SINGH

LOURDES
1502 WAKE AVE.

EL CENTRO, CA 92243
APN 052-686-006

PATINA DIMAS RENE/

FLORES CONSUELO
1518 WAKE AVE.

EL CENTRO, CA 92243
APN 052-686-013

SANTOS JAIME A JR/

LEONOR FELIX
1519 FARMER DR.

EL CENTRO, CA 92243
APN 052-686-015

E L D C ENTERPRISES LLC
14629 VENTURA BLVD,
SHERMAN OAKS CA 91403
APN 052-686-028
CITY OF EL CENTRO1652 LA BRUCHERIE
EL CENTRO, CA 92243
APN 052-686-025

DE LEON ISRAEL F & AFRA G
1503 WHITNEY WAY
EL CENTRO, CA. 92243
APN 052-686-014

JOE WONG
644 COSTA AZUL ST.

IMPERIAL, CA 92251
APN 052-686-027

IID/ REAL ESTATE &

ENVIRONMENTAL

COMPLIANCE
333 E BARIONI BLVD
IMPERIAL, CA 92251
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942

BLOW UP DETAIL B
ON SHEET 5
1 1
3 18

LIMITS OF

CONSTRUCTION
(NS 972.65)

LIMITS OF

CONSTRUCTION
DIRT ROAD 11

TRACT LINE
8 28
8 8
8 8
10 15
8 8 14
14 10
10 10
10 (18" W)
(18" W)
8 (18" W)
(18" W)
(12" W)
33 34
18 18
18 26
26 5 29 29 29
29 17 (12"SS)
3 11
4 9
(12"SS)
(18" W)
8 S.S. MANHOLESTA 27+97S
(TMH 972.45)(N. INV 959.48)(S. INV 959.52)(E. INV 959.91)(W. INV 959.75)

DIRT ROAD
60'

EASEMENT
60'

EASEMENT
20'
80'

IID PROPERTY
80'

IID PROPERTY
3 (18"W)

22.23'

77.85'
1 1
2 161' 55'
22 22
2 (18" W)
(12" W)
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 4_EXISTING DEMO.dwg 06/09/2022 14:37 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 4 SOUTH IMPERIAL AVENUE EXISTING/DEMOLITION

SITE PLAN FROM CALTRANS ROW
STA 22+90S TO STATION 29+25S.

END OF PROJECT - STATION 29+25S
SEE SHEET 6 FOR CONTINUATION
SEE 1+00W SHEET 5 FOR CONTINUATION
CALTRANS MATCHLINE - STATION 22+90S BEGINNING OF PROJECT A
4 B
4 B
4 13
B
4 C
4 14
C
4 D
4 D
4 E
4 E
4 15
0' 40' 80' 120'
SCALE: 1"=40'
40'
13 13 13
14 14
14 15
0' 40' 80' 120'
SCALE: 1"=40'
40'
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL
BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THEEXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25
262728293031
32 33
3435
SAWCUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE A.C. PAVEMENT.COLD PLANE EXISTING A.C. PAVEMENT FOR A THICKNESS OF 0.2' MIN. PER DETAIL A ON SHEET 26. CONTRACTOR TO DISPOSE OFGRINDINGS.

REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

CLEAR AND GRUB EXISTING OVERGROWN VEGETATION. GRADE EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE.SAWCUT THE EXISTING P.C.C. CONCRETE SIDEWALK FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. SIDEWALK AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

SAWCUT THE EXISTING P.C.C. CURB AND GUTTER FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. CURB AND GUTTER AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.REMOVE AND TEMPORARY STORE THE EXISTING BARRICADES/WOODEN FENCE.LOWER THE WATER VALVE RISER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR TO PROTECT IN PLACE THE EXISTING MONUMENT "1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNERTRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39". THE CONTRACTOR SHALL GRADE AROUND THE PERIMETER OF THE EXISTING MONUMENT / MONUMENT WELL. THE CONTRACTOR SHALL LOWER THE EXISTING MONUMENT WELL 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL H ON SHEET 26.

CONTRACTOR TO LOWER THE SANITARY SEWER MANHOLE FRAME AND COVER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL F ON SHEET 26.

EXISTING POWER/TELEPHONE LINES TO BE RELOCATED BY OTHERS. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTINGPOLE AFTER UTILITIES HAVE BEEN RELOCATED TO THE NEW LOCATION OF THE POLE.EXISTING AIR RELEASE VALVE TO BE PROTECTED IN PLACE.

ADJUST THE EXISTING FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY SHEER SPOOL FOR THEADJUSTMENT OF THE FIRE HYDRANT.

REMOVE AND DISPOSE OF EXISTING ELECTRICAL SERVICE POLE FOR THE PREVIOUSLY REMOVED CITY OF EL CENTRO WATERPIPELINE CATHODIC PROTECTION SYSTEM, BY OTHERS.

SWEEP CLEAN STREET, ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURED BLOWN FREE OF DEBRIS PRIOR TO APPLYING TYPE IISLURRY SEAL.

EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

SAWCUT THE EXISTING P.C.C. CONCRETE DRIVEWAY FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. DRIVEWAY AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.EXISTING PIEZOMETER #1 (B-1) AT STATION 26+00,TOP OF PIPE CAP EL. 972.98, DEPTH OF PIPE=10', NO GROUNDWATER ENCOUNTERED, TO BE ABANDONED AT THE TIME OF CONSTRUCTION.REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE. 1 2
3 4
56789
10 11
12 13141516171819
20 21
22 DEMOLITION KEYNOTES

17.a
Packet Pg. 252
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) SS
SS
1 9
1 4
3 3
2 2
2 4
4 8
2 (18" W) (18" W)
(12" W)
(TP 970.50)
(EP 970.76)
9 2.0'

2.0'

1.0'

BASE LINE BASE LINE

2.0'
8 5 5
8 8
(12" SS)
3 3
1 3 3
SS
SS
SS
5 5
STA 2+00W
STA 1+90.00W

2.00R
STA 1+92.00W

4.00R
STA 1+90.00W30.50R
2 (18" W)
3 3
5 STA 1+90.00W

44.00R
5 19
20 6
7 8
20 20
20 11

1.5'

2.2' 4.9'

3.4' 16.5'
12 3
18 DW
17 17 17
17 2.7'
6 20
8 3
4 4
5 26.5'
5 3
2 1
8 8
STA 1+92.00W30.50R
(12" SS)
(18" W)
12 1
1 1
1 1

WAKE AVENUE

WAKE AVENUE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

1.0'

0.9'

ROW ROW ROW
(24" SS) (24" SS)
5 5
5 12.0'

15.6'
STA 1+58.03W
4 4
1 2
2 2
START

BARICADE/WOODEN

FENCE REMOVAL
9 3
1 1
20 19
20 20
20 BASE LINE

BASE LINE
4 2

2.0'

2.0'

2.0'
STA 8+34.38W8.00L
STA 8+32.38W
STA 8+34.38W 2.00R

4.00R
STA 8+32.38W0.00
17 17
17 17
1 1
2 3
20 20
STA 8+34.38W

30.50R

26.5'
5 5 5
(12" SS) (12" SS)
(18" W) (18" W) (18" W)
8 8
17 17
STA 8+00W
1 1
1 1
1 WAKE AVENUE

WAKE AVENUE
1 1

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

0.4'

ROW ROW

0.4'
5 5
(24" SS) (24" SS)
971
971
971971
965
970
970
970
968
969
970 970
965
964
964
965
971
971
971971
965
970
970
970
968
969
970 970
965
964
964
965
SS
SS
SS
SS
SS
SS
(TC 970.68)(FL 970.26)
(EG 970.26)
(TP 970.54)
(EP 970.54)
(TC 970.55)(FL 970.06)
(TP 970.50)
(EP 970.76)
(TP 970.37)
(TC 970.33)(FL 969.85)
(TP 970.21)
(EP 970.54)
(TC 970.26)(FL 969.78)
(TP 970.14)
(EP 970.46)
88'
(UG)
SS (NS 971.00)
(NS 971.01)
(NS 971.09)
(NS 971.30)

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
SS
ROW

LIMITS OF

CONSTRUCTION
℄ ℄

ROW TO ROW
80'

IID PROPERTY
SS
G
G
3 3 11 11
(UG)
START

BARICADE/WOODEN

FENCE REMOVAL
1 1
1 11
11 11 11 3
3 3
3 3
2 2 2 2
2 2
2 4 4
1 2 2
℄ (EP 970.66) SS

26.5'

26.5'

26.5'
STA 8+32.38W

2.00R
STA 8+34.55W31.32R
21 12
SS
SS

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
11 ROW
ROW

ROW ROW
ROW

ROW ROW

ROW ROW

BLOW UP DETAIL B
ON SHEET 5
(TC 970.43)(FL 969.98)

BLOW UP DETAIL A
ON SHEET 5
STA 8+34.38W8.00L
STA 8+34.38W

44.00L

26.5'
(UG) (UG)

AGRICULTURAL FIELD AGRICULTURAL FIELD

AGRICULTURAL FIELD
1 1
1 1
1 1
44'
STA 1+90.00W

2.00R
STA 1+90.00W38.50L
44'
STA 2+00W STA 1+00W
STA 4+00W STA 3+00W
STA 7+00W STA 6+00W STA 5+00W STA 8+00W
STA 9+00W
APN 052-686-002

GARCIA, ALFREDO
1582 WAKE AVE
EL CENTRO, CA 92243
APN 052-686-007

SINGH HENRY/SINGH

LOURDES
1502 WAKE AVE.

EL CENTRO, CA 92243
APN 052-686-004

VOLDMAN ALEXANDR
1550 WAKE AVE.

EL CENTRO, CA 92243
APN 052-685-008

MORALES RODOLFO/

MORALES PATRICIA
1626 WAKE AVE.

EL CENTRO, CA 92243 APN 052-686-006 PATINA DIMAS RENE/

FLORES CONSUELO
1518 WAKE AVE.

EL CENTRO, CA 92243
APN 052-685-007

MANAIG ALFREDO

HERNANDEZ/

MANAIG ELOISE M
1687 QUIET TRAIL DR,
CHULA VISTA, CA 91915
APN 052-686-005

MEJORADO OLIVIAE
& VANESSA/

MEJORADO

EDUARDO A
1950 BARBARA WAY,
EL CENTRO, CA 92243
APN 052-685-009

HWANG IL HOON/

HWANG YANG SOOK
1602 WAKE AVE.

EL CENTRO, CA 92243 APN 052-686-001

ALFORD CHARLES E (TE)
1598 WAKE AVE
EL CENTRO, CA 92243
APN 052-686-003

HUERTA EVERARDO
& ROSA E
1564 WAKE AVE.

EL CENTRO, CA 92243
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942
SS
SS
44'
STA 1+35.36W0.00R

PROPOSED WAKE

AVENUE CENTERLINE
(NS 971.54)
22'

5.5'
STA 3+44.38W38.50L

ANGLE POINT
9 2 2
1 1
3 3
3 4
11 2
1 2
1 2
3 3
2 9 9
4 4
4 4 4
4 4
3 18
18 18
12 12
12 12
9 3 9
3 7
5 19
8 20 6
9 17 17
17 17 17 17 17 17
4 4
1 1
12 12 9
1 18
18 18
VARIES
DIRT ROAD DIRT ROAD S.S. MANHOLE STA 0+32W S.S. MANHOLE STA 0+32W (TMH 972.45) (N.INV 959.48) (S.INV 959.52) (E. INV 959.91) (W. INV 959.75) S.S. MANHOLE STA 01+61W S.S. MANHOLE STA 01+60W (18" W) (18" W) (18" W) (12" W) (12" W) (12" W) (18" W) (18" W) (12" W) (18" W) (12" W) IID DATE DRAIN (48"IID W) (12"SS) TRACT 60
TRACT 60

WAKE AVENUE

WAKE AVENUE

COTTONWOOD DR
(24"SS) (24"SS) (24"SS) (24"SS) (12"SS)
5 8
18 8
23 23 17
5 8 8 8
8 8
5 5 5 5
8 8 8 8
20 20
20 23 23
8 8
10 17
17 5
5 5 5
5 5
5 8
34 18
33 1

LIMITS OF

CONSTRUCTION
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 5-6_EXISTING DEMO.dwg 06/09/2022 14:47 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 5 WAKE AVENUE EXISTING/DEMOLITION SITE PLAN FROM
STATION 8+34.38W TO 1+00W
VARIES
FROM 0.5' TO 1.2'
SEE SHEET 4 FOR CONTINUATION
H
H
5 16
5 16
MATCHLINE SEE SHEET 6 TOP LEFT AT STA 1+00W

BLOW UP DETAIL A BLOW UP DETAIL B
VARIES
FROM 0.4' TO 1.2'
F
F
5 15
5 15
G
G
5 16
5 16
0' 40' 80' 120'
SCALE: 1"=40'
40'
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL

BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THE
EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25262728293031
32 33
3435
SAWCUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE A.C. PAVEMENT.

COLD PLANE EXISTING A.C. PAVEMENT FOR A THICKNESS OF 0.2' MIN. PER DETAIL A ON SHEET 26. CONTRACTOR TO DISPOSE OFGRINDINGS.

REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

CLEAR AND GRUB EXISTING OVERGROWN VEGETATION. GRADE EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE.

SAWCUT THE EXISTING P.C.C. CONCRETE SIDEWALK FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. SIDEWALK AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

SAWCUT THE EXISTING P.C.C. CURB AND GUTTER FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. CURB AND GUTTER AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.REMOVE AND TEMPORARY STORE THE EXISTING BARRICADES/WOODEN FENCE.

LOWER THE WATER VALVE RISER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR TO PROTECT IN PLACE THE EXISTING MONUMENT "1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNERTRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39". THE CONTRACTOR SHALL GRADE AROUND THE PERIMETER OF THE EXISTING MONUMENT / MONUMENT WELL. THE CONTRACTOR SHALL LOWER THE EXISTING MONUMENT WELL 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL H ON SHEET 26.

CONTRACTOR TO LOWER THE SANITARY SEWER MANHOLE FRAME AND COVER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL F ON SHEET 26.

EXISTING POWER/TELEPHONE LINES TO BE RELOCATED BY OTHERS. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTINGPOLE AFTER UTILITIES HAVE BEEN RELOCATED TO THE NEW LOCATION OF THE POLE.EXISTING AIR RELEASE VALVE TO BE PROTECTED IN PLACE.

ADJUST THE EXISTING FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY SHEER SPOOL FOR THEADJUSTMENT OF THE FIRE HYDRANT.

REMOVE AND DISPOSE OF EXISTING ELECTRICAL SERVICE POLE FOR THE PREVIOUSLY REMOVED CITY OF EL CENTRO WATERPIPELINE CATHODIC PROTECTION SYSTEM, BY OTHERS.

SWEEP CLEAN STREET, ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURED BLOWN FREE OF DEBRIS PRIOR TO APPLYING TYPE IISLURRY SEAL.

EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

SAWCUT THE EXISTING P.C.C. CONCRETE DRIVEWAY FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. DRIVEWAY AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.EXISTING PIEZOMETER #1 (B-1) AT STATION 26+00,TOP OF PIPE CAP EL. 972.98, DEPTH OF PIPE=10', NO GROUNDWATER ENCOUNTERED, TO BE ABANDONED AT THE TIME OF CONSTRUCTION.REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE. 1 23
4 5
6 7
8 9
10 11
12 13141516171819
20 21
22 DEMOLITION KEYNOTES

17.a
Packet Pg. 253
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 971
971
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971
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965
P

SSSS SS SS
S
S
AV
(TC 970.68)(FL 970.26)
(EG 970.26)
(TP 970.54)
(EP 970.54)
0)
SS SS

20.3'
88'
SS
S
(NS 969.48)
(NS 969.59) ROW
(NS 969.77)
(NS 970.00)
(NS 969.84)
(NS 970.00)
(NS 969.45)
(NS 969.09)
(NS 969.26)
(NS 969.40)
(NS 969.31)
(NS 970.00)
(NS 969.00)
(NS 969.00)
(NS 969.03)
(NS 969.21)
(NS 969.09)
(NS 969.38)
(NS 969.00)
(NS 969.00)
(NS 969.00)
(NS 969.02)
(NS 969.02)
(NS 969.38)
(NS 969.00)
(NS 969.00)
(NS 969.00)
(NS 969.00)
(NS 969.33)
(NS 969.52)
(NS
(NS 9
(NS 9
(N
(NS 9
(NS
(NS 973.00)
(NS 973.00)
(NS 973.00)
(NS 971.00)
(NS 971.01)
(NS 971.09)
(NS 971.30)
(NS 970.00)
(NS 970.32)
(NS 970.34)
(NS 970.52)
(NS 970.23)
(NS 970.43)

PROPOSED WAKE

AVENUE CENTERLINE

PROPOSED WAKE

AVENUE CENTERLINE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
40'

PUBLIC UTILITY

EASEMENT
ROW
ROW
ROW
ROW
ROW
℄ ℄ ℄ ℄ ℄ ℄
STA 5+00E
110'
VARIES
℄ ℄ ℄ ℄ (NS 973.00) STA 27+95.6S SS 80' IID PROPERTY 5' ROW

TRACT LINE
TRACT
CORNER
P
S
00W
00W
ROW

ROW ROW

ROW ROW
8" W)
00W

2.7'
(NS 970.00)
STA 0+00W
STA 1+00W

KE AVENUE
GH
43 APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
STA 1+58.03W ROW ROW

ROW ROW
ROW
60'

IID EASEMENT
(NS 971.54)
22'
4 4
4 4
4 4
4 4
4 11
12 15
4 4
4 4
4 12 12
4 12
9 3
8 6
9 4
11 10
15 10
10 14
9 10

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD
DIRT
S.S. MANHOLE
STA 0+32W
S.S. MANHOLE
STA 3+16.7E
(TMH EL. 971.07) (E.INV EL. 960.57) (W.INV EL. 960.50)
S.S. MANHOLESTA 0+32W
(TMH 972.45)(N.INV 959.48)(S.INV 959.52)(E. INV 959.91)(W. INV 959.75) S.S. MANHOLE STA 6+64E (TMH EL. 969.42)(E.INV EL. 961.18)(W.INV EL. 960.99)
(12" W) (12" W)
(18" W)
" W)
(12" W)

WAKE AVENUE
(21"SS)

IID DATE DRAIN
(18"W)
(12"SS)
(48"IID W)
(12"SS) (12"SS) (12"SS) (12"SS)
S. IMPERIAL AVENUE S. IMPERIAL AVENUE WAKE AVENUE WAKE AVEN (21"SS)
TRACT 86
TRACT 85
18"W 18"W 18"W (12"SS)
5 8
18 8
17 20
20 20 20 20
20 20
20 20
20 20
20 20
20 20
5 5 5 5
17 17
29 8
8 8
8 5
5 8
8 5
5 8
34 1833
13 18 26
18 29

TRACT LINE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
STA 0+00E
STA 1+00E STA 2+00E
STA 3+00E
STA 4+00E STA 5+00E STA 6+00E STA
SS SS
SS
(EC FL 967.26)
(BC FL 967.32)
(UG) (UG)
(UG)
SS
(C&G FL 967.49)
(EP CL 968.38)
(C&G FL 967.56)
(18"SD) (18"SD) (NS 969.00) (NS 969.00) (NS 969.00) (NS 969.00) (NS 969.33) (NS 969.52)
(NS 969.00)
(NS 968.95)
(NS 968.95)
(NS 969.00)
(NS 968.83)
(NS 969.04)
(NS 967.57)
(NS 967.79)
(NS 968.06)
(NS 968.93)
(NS 967.82)
(NS 968.92)
(NS 966.13)
(NS 966.52)
(NS 967.26)(NS 968.25)
(NS 966.94)
(NS 968.22)
(NS 966.66)
(NS 967.00)
(NS 967.52)
(NS 968.25)
(NS 966.26)
(NS 968.30)
(NS 966.99)
(NS 967.78)
(NS 968.08)
(NS 967.00)
(NS 969.64)
(NS 969.01)
(NS 969.00)
(NS 969.00)
(NS 969.02)
(NS 969.15)
(EP 968.00)
(NS 968.91)
(EP 968.00)
(NS 968.77)

PROPOSED WAKE

AVENUE CENTERLINE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
ROW

ROW ROW
ROW

ROW ROW
ROW
ROW
ROW
ROW
ROW
88'
ROW
℄ ℄ ℄
(UG)
(EC FL 967.49)
44'
44'
3'
1'2'
ROW

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
APN 053-592-028

MARRS CHRISTOPHER
DANIEL
2403 S. CYPRESS DR.

EL CENTRO, CA 92243
APN 053-293-001

VELASCO JULIAN
2398 S. CYPRESS DR.

EL CENTRO, CA 92243
APN 053-594-013

PEREZ IRMA
2031 W HOLT AVE.

EL CENTRO, CA 92243
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
53-690-036

ONSTRUCTION

GMT LLC PORATION
EL CIR S, SAN O, CA 92108
53-690-036

ONSTRUCTION

GMT LLC

ORATION

EL CIR S, SAN
, CA 92108
(30"SD)

LIMITS OF

CONSTRUCTION
(30"SD)
44'
(12"SD)
61' SS
3'
4 4
4 4
4 4
2 2
12 12
9 1 17
17 18
9 3
17 1 3

PROPOSED WAKE

AVENUE CENTERLINE
℄

LIMITS OF

CONSTRUCTION
ROW

ROW ROW
ROW
ROW
ROW
ROW
ROW

DIRT ROAD

EXISTINGRESIDENCE

DIRT ROAD

DIRT ROAD
(TMH 967.85) (E.INV 962.06) (W.INV 961.97)
S.S. MANHOLESTA 6+64E
(TMH EL. 969.42)(E.INV EL. 961.18)(W.INV EL. 960.99)
(18" W)
(12" W)
(12"SS) (12"SS) (12"SS) (12"SS)
(12"SS) CYPRESS DRIVE WAKE AVENUE WAKE AVENUE

CYPRESS DRIVE
(12"SS) (12"SS)

WAKE AVENUE
2 2
2 2
2 2
3 8
8 13
7 9 12
4 14
1 2
23 23
5 5
1 9
12 12 13
4 3
4 24
24 13
13 10
4 3 2
20 0
20 20
20 20
20 20 20 20
5 5
3 3
3 3
16 23 1
1 1
1 3
2 1
10 9
5 8
5 12
24 24
7 7
7 8 8 6
14 STA 6+00E STA 7+00E STA 8+00E STA 9+00E STA 10+00E STA 11+00E STA 12+00E
STA 12+13E
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 5-6_EXISTING DEMO.dwg 06/09/2022 14:42 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 6 WAKE AVENUE EXISTING/DEMOLITION SITE PLAN FROM
STATION 1+00W TO END OF PROJECT
MATCHLINE SEE SHEET 5 TOP RIGHT AT STA 1+00W
MATCHLINE SEE BELOW LEFT AT STA 6+50E
MATCHLINE SEE TOP RIGHT STA 6+50E
0' 40' 80' 120'
SCALE: 1"=40'
40'
J
J
6 17
6 17
H
H
6 17
6 17
K
K
6 18
6 18
L
L
6 18
6 18
SEE SHEET 4 FOR CONTINUATION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
I
I
6 17
6 17
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL
BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THEEXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25
262728293031
32 33
3435
SAWCUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE A.C. PAVEMENT.

COLD PLANE EXISTING A.C. PAVEMENT FOR A THICKNESS OF 0.2' MIN. PER DETAIL A ON SHEET 26. CONTRACTOR TO DISPOSE OFGRINDINGS.

REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

CLEAR AND GRUB EXISTING OVERGROWN VEGETATION. GRADE EXISTING NATIVE MATERIAL TO SUBBASE DESIGN GRADE.

SAWCUT THE EXISTING P.C.C. CONCRETE SIDEWALK FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. SIDEWALK AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.

SAWCUT THE EXISTING P.C.C. CURB AND GUTTER FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. CURB AND GUTTER AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.REMOVE AND TEMPORARY STORE THE EXISTING BARRICADES/WOODEN FENCE.

LOWER THE WATER VALVE RISER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR TO PROTECT IN PLACE THE EXISTING MONUMENT "1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNERTRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39". THE CONTRACTOR SHALL GRADE AROUND THE PERIMETER OF THE EXISTING MONUMENT / MONUMENT WELL. THE CONTRACTOR SHALL LOWER THE EXISTING MONUMENT WELL 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL H ON SHEET 26.

CONTRACTOR TO LOWER THE SANITARY SEWER MANHOLE FRAME AND COVER TO 0.30 FEET BELOW GRADE PRIOR TO PAVING ACTIVITIES. SEE DETAIL F ON SHEET 26.

EXISTING POWER/TELEPHONE LINES TO BE RELOCATED BY OTHERS. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING POLE AFTER UTILITIES HAVE BEEN RELOCATED TO THE NEW LOCATION OF THE POLE.

EXISTING AIR RELEASE VALVE TO BE PROTECTED IN PLACE.

ADJUST THE EXISTING FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY SHEER SPOOL FOR THEADJUSTMENT OF THE FIRE HYDRANT.

REMOVE AND DISPOSE OF EXISTING ELECTRICAL SERVICE POLE FOR THE PREVIOUSLY REMOVED CITY OF EL CENTRO WATER PIPELINE CATHODIC PROTECTION SYSTEM, BY OTHERS.

SWEEP CLEAN STREET, ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURED BLOWN FREE OF DEBRIS PRIOR TO APPLYING TYPE IISLURRY SEAL.

EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

SAWCUT THE EXISTING P.C.C. CONCRETE DRIVEWAY FOR THE FULL DEPTH OF THE P.C.C. CONCRETE.

REMOVE AND DISPOSE OF EXISTING P.C.C. DRIVEWAY AND UNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.EXISTING PIEZOMETER #1 (B-1) AT STATION 26+00,TOP OF PIPE CAP EL. 972.98, DEPTH OF PIPE=10', NO GROUNDWATER ENCOUNTERED, TO BE ABANDONED AT THE TIME OF CONSTRUCTION.REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE. 1 23
4 5
6 7
89 10
11 1213141516171819
20 21
22 DEMOLITION KEYNOTES

17.a
Packet Pg. 254
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) STA 24+00.00S
TP 989.97
EXISTING NATIVEEARTH GRADE @NEW STREET

CENTERLINE
DESIGN

CENTERLINE
TOP OF

PAVEMENT
DESIGN

CENTERLINE
TOP OF

PAVEMENT
DESIGN

CENTERLINE
TOP OF

PAVEMENT
EXISTING NATIVEEARTH GRADE @NEW STREET

CENTERLINE
PHASE 2 DESIGN

CENTERLINE TOP OF

PAVEMENT
STA 24+50.00S
TP 987.47
STA 25+00.00S
TP 984.97
STA 25+50.00S
TP 982.47
STA 26+00.00S
TP 979.97
STA 27+00.00S
TP 975.02
STA 27+50.00S
TP 973.19
STA 28+00.00N
TP 972.20
STA 28+50.00S
TP 971.97
STA 23+50.00S
TP 992.12
STA 23+00.00S
TP 993.33
STA 22+93.00S
TP 993.44

EXISTING NATIVE
EARTH GRADE @

NEW STREET

CENTERLINE
DESIGN

CENTERLINE
TOP OF

PAVEMENT
S=5.00%
S=1.50%
MATCH EXISTING A.C.PAVEMENT
(EG 994.76) (EG 993.33)
(EG 973.32)
(EG 971.89)
(EG 972.60)
(EG 973.55) (EG 973.11)
(EG 972.84) (EG 972.02) 61'

SOUTH IMPERIAL

AVENUE AND WAKEAVENUE

INTERSECTION
PVI STA:27+56.52
PVI ELEV:972.15
K:30.00
LVC:144.08
BVCS: 26+84.48
BVCE: 975.75
EVCS: 28+28.56
EVCE: 972.01
STA 26+50.00S
TP 977.47

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED
IMPORTED FILL TO SUBBASE DEIGN GRADE. THE

CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE

EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES
AND PER SECTION B-B TO E-E ON SHEETS 14-16. THE
CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO90 PERCENT MAXIMUM DENSITY PER ASTM D-1557.

AFTER FINAL GRADING IS SATISFACTOR COMPLETED,

INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL

AVOID MULCH OVERSPRAY ONTO TRAVEL WAY,
SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

EXISTING PAVEMENT

SECTION WITHIN
CALTRANS RIGHT OF WAY.

STA 29+00.00S
TP 971.87
S=5.00%
S=0.20%
PVI STA:23+46.75
PVI ELEV:992.63
K:26.58
LVC:93.01
BVCS: 23+00.24
BVCE: 993.33
EVCS: 23+93.25
EVCE: 990.31
EXISTING NATIVEEARTH GRADE @

NEW STREET

CENTERLINE
970 966
966
967
967
968
968
969
971
969
965
970
966
968967
969
971
971
971
971
971
972
972
972
973
SS SS
SS
SS
AV
TP 979.97 TP 975.02 TP 989.97 TP 984.97
TC 989.48
FL 988.98
TC 984.48
FL 983.98
TC 979.48
FL 978.98
TC 974.52
FL 974.02
TC 989.48
FL 988.98
TC 984.48
FL 983.98 TC 979.48
FL 978.98
TC 974.51
FL 974.01
TMH 970.66
TMH 970.64
TMH 970.37

ANGLE POINT
S=2.0%
S=2.0%
S=1.8%
S=1.2%

ANGLE POINT
STA 29+25.00S
S=2.0%
S=2.1% S=2.2%
STA 27+36.48S
STA 27+39.28S
STA 28+52.90S
STA 28+27.90S

TRACT LINE
SOUTH IMPERIAL AVE.

ROW
℄ ℄
971
963
971
963
℄ ℄

IID PROPERTY

BASE LINE BASE LINE
80'

IID PROPERTY

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

ROW TO ROW

ROW TO ROW

LIMITS OF

CONSTRUCTION
VARIES
49'
ROW
80'

IID EASEMENT
2 5'
ROW
ROW
' 8
H
NG
E
MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE

MATCHEXISTING
GRADE
MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE

MATCHEXISTING
GRADE
MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE

MATCHEXISTING
GRADE

MATCH EXISTING
GRADE
S.S. MANHOLE
STA 01+52W
(E.INV EL. 960.63)
(W.INV EL. 960.65)
I.I.D. MANHOLE
I.I.D. STA 5+69
I.I.D. TMH EL. 970.06
E.INV EL. 957.72S.INV EL. 957.66
S=2%
S=2%
S=2%
2:1
2:1
6'
6'
2:1
2:1
2:1
ROW
S.S. MANHOLESTA 01+60W
S.S. MANHOLESTA 0+32W
TMH 972.12
S.S. MANHOLESTA 0+32W
TMH 972.22
(N.INV 959.48)(S.INV 959.52)(E. INV 959.91)

ROW ROW
ROW

SOUTH IMPERIAL AVENUE

LIMITS OF

CONSTRUCTION
20'
5'
20 20
20 20

EXISTING

AGRICULTURAL
FIELD
APN 052-686-007

SINGH HENRY/SINGH

LOURDES
1502 WAKE AVE.

EL CENTRO, CA 92243
APN 052-686-013

SANTOS JAIME A JR/

LEONOR FELIX
1519 FARMER DR.

EL CENTRO, CA 92243
APN 052-686-015

E L D C ENTERPRISES LLC
14629 VENTURA BLVD,
SHERMAN OAKS CA 91403
APN 052-686-028
CITY OF EL CENTRO1652 LA BRUCHERIE
EL CENTRO, CA 92243
APN 052-686-025

DE LEON ISRAEL F & AFRA G
1503 WHITNEY WAY
EL CENTRO, CA. 92243
APN 052-686-014

JOE WONG
644 COSTA AZUL ST.

IMPERIAL, CA 92251
APN 052-686-027

IID/ REAL ESTATE &

ENVIRONMENTAL

COMPLIANCE
333 E BARIONI BLVD
IMPERIAL, CA 92251
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
6'

28.48'
2'

5.5'

1.5'

0.5'

16.58'
VARIES

1.5'

2.17'
6'

5.5'

0.5'

35.44'
43' 43'

50.25'
6'

2.17'

0.5'
6'

1.5'

28.27'
VARIES

13.56'
80'

0.5'
2'
VARIES

5.5'
2:1
S=2%
I.I.D. MANHOLE
I.I.D. STA 11+69
I.I.D. NE TOP (EL. 973.73)
N. INV. (EL. 957.81)
E.INV. (EL. 957.73)S.INV. (EL. 961.15)
5'

2.17'
S.S. MANHOLESTA 01+60W
5'
971

MATCHEXISTING
GRADE

6.5'

MATCHEXISTING
GRADE
I.I.D. MANHOLE
I.I.D. STA 9+64
I.I.D. TMH (EL. 971.36)
N.INV (EL. 957.56)
W.INV (EL. 957.55)
40'
110'

LIMITS OF

MATCH CONSTRUCTIONEXISTING
GRADE

SOUTH IMPERIAL AVENUE

5.5'
6'

WAKE AVENUE
2:1

MATCHEXISTING
GRADE
23 SOUTH IMPERIAL

AVENUE PHYSICAL

STREET CENTERLINE

34.16'
(UG)
6'
5'

MATCHEXISTING
GRADE
VARIES

1.5'
31 28
(18''W)
TP 971.87
18 33
S=2.0%
S=2.0%
(18''W)
8 8
8 8

6.5'
61'
WAKE AVENUE 6.5' 6.5'
(18''W) STA 27+64.28S
8 (18''W) 8
18 34
18 18
18 26
26 18
18 (18''W)
8 TC 971.38
FL 970.88
28 28
28 MATCH EXISTING
P.C.C. SIDEWALK

DRIVEWAY

16.45'

DRIVEWAY
21'
18 10'

4.50'

IID DATE DRAIN
MATCHEXISTING A.C.PAVEMENT
2'
6'
STA 23+93.00S
8'
TC 971.38
FL 970.88
ROW

LIMITS OF

CONSTRUCTION

BASE LINE

ANGLE POINT
TC 989.83
FL 989.33
TC 989.83
FL 989.33
STA 23+93.00S
14 1
1 1
1 1
1 11
24 5 5 5
5 5 8 8
8 4 4 4
9 7
10 3
3 3
19 4
11 11
11 11
13 13
11 7
25 25 25
25 2
16 16
24 1 1
14 1
27 13
27 23
23 13
5 25 25
3 3
13 11
25 25 25
18 19
13 9 30
13 4 4
9 1
13 4
5 6
5 6
5 7
3 8
13 4
24 1
13 4
5 4
4 12
12 12
12 12
12 12
24 24
19 18
12 12
7 35
16 4
4 11
1 25
TC 993.00
FL 992.50
STA 28+51.35S
(EG 969.65)
(EG 970.61)
(EG 971.89) (EG 971.65)
(EG 973.17)

ROAD WIDENING TRANSITION
100'
5 16
48'
11 76.6' TP 993.33
TP 993.44
TC 993.01
FL 992.51
STA 22+00S STA 23+00S STA 24+00S
STA 25+00S STA 26+00S
STA 27+00S STA 28+00S STA 29+00S STA 30+00S

51.32'
2 33
NOTE:

THE CONTRACTOR SHALL BE REQUIRED TO
"POT-HOLE" THE EXISTING UNDERGROUND UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION WITHIN FIVE
(5) DAYS FROM THE ISSUANCE OF THE NOTICE TO
PROCEED. THE CONTRACTOR SHALL BE REQUIRED
TO COORDINATE THE "POT-HOLING" ACTIVITIES WITHTHE UTILITY COMPANIES AND THE RESIDENT ENGINEER. IT SHALL BE VERIFIED THAT THEEXISTING UTILITIES ARE LOCATED BELOW THE

SUBBASE DESIGN ELEVATION OF THE NEW
IMPROVEMENTS. RELOCATION OF THE UTILITIES
SHALL BE COORDINATED WITH THE UTILITYCOMPANY. THERE ARE EXISTING UNDERGROUND TELEPHONE CABLE, WATER, AND SEWER. THE

CONTRACTOR SHALL BE REQUIRED TO POTHOLE

AND EXPOSE THE UTILITIES PRIOR TO THE

EXCAVATION OF SUBGRADE ALONG THE NEW
IMPROVEMENT STRUCTURAL SECTIONS. THE
RESIDENT ENGINEER SHALL OBSERVE THE UTILITIESPRIOR TO ANY EXCAVATION. AFTER ALL "POT-HOLE"EXCAVATION ACTIVITIES HAVE BEEN COMPLETED,

THE CONTRACTOR SHALL BACKFILL ALL
EXCAVATIONS PER GEOTECHNICAL REPORTREQUIREMENTS. THE CONTRACTOR SHALLPREPARE HIS/HER PROPOSAL BASED ON THE

ASSUMPTION THAT UNDERGROUND UTILITIES SHALL

NOT BE REQUIRED TO BE RELOCATED BY THE
CONTRACTOR.

Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 7_IMPROVEMENT PLAN.dwg 06/09/2022 14:57 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 7 STA 22 +00 STA 23 +00 STA 24 +00 STA 25 +00 STA 26 +00 STA 27 +00 STA 28 +00 STA 29 +00 STA 30 +00 PROFILE SCALEHORIZONTAL:1" = 40'
VERTICAL: 1" = 4'

CENTERLINE - TOP OF PAVEMENT
SEE SHEET 7 FOR
MATCHLINE AT STA 22+93S
1000
998996994992990988986984982980978976974972970968966

SOUTH IMPERIAL AVENUE IMPROVEMENT PLAN

AND PROFILE, FROM CALTRANS ROW
STA 22+90S TO STATION 29+25S.

END OF PROJECT STATION 29+25S
SEE SHEET 9 FOR CONTINUATION
22+93S BEGINNING OF PROJECT
MATCHEXISTINGP.C.C.

SIDEWALK
MATCH

EXISTING
P.C.C. CURB

AND GUTTER

SEE BLOW UP
DETAIL 5 ON
SHEET 12

SEE BLOW UP
DETAIL 6 ON
SHEET 12

SEE BLOW UP
DETAIL 4 ON
SHEET 12

SEE BLOW UP
DETAIL 7 ON
SHEET 12
A
7 A
7 B
7 13
B
7 C
7 C
7 D
7 D
7 E
7 E
7 1000
998996994992990988986984982980978976974972970968966

END OF PROJECT
PHASE 1
STA 29+25E
SEE SHEET 8 FOR CONTINUATION
14 14
14 14
15 15
13 13
13 SEE DETAIL ON SHEET 19

FOR CONSTRUCTION OFRAMP AT CALTRANS ROW
EXISTING DATE DRAINPIPELINE.

STA 26+35.36
(INV. 957.65±)
NOTE: ALL ELEVATIONS ARE IN THE CITY OF EL
CENTRO SURVEY DATUM. SEE SHEET 2

FOR IID AND CALTRANS SURVEY DATUM
CONVERSION.

CALTRANS MATCHLINE - STATION
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE ANDRIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETE PIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TO REMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTION MANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THE EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25
262728293031
32 33
3435
INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN 8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF EL CENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCHMONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGNGRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDEDFIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR AHORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.

INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 23
4 5
6 789
10 11
141617
12 13
15 CONSTRUCTION KEYNOTES
1819
20 21
22 2324252627282930
31 323334
3536
0' 40' 80' 120'
SCALE: 1"=40'
40'

MATCH EXISTING

CLATRANS SIDE
SLOPE GRADE.

NOTE:

SEE PAVEMENT DATA CHART
ON SHEETS 20 TO 22 FOR
PRECISE ROAD GRADING.
(16.5' ±)

17.a
Packet Pg. 255
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) (EG 9
STST

TP DESIGN CENTERLINE
TOP OF

PAVEMENT

SOUTH IMPERIAL

AVENUE AND WAKEAVENUE, STREET

INTERSECTION
STA 8+00.00W
TP 970.13
STA 8+34.00W
TP 970.17
STA 7+50.00W
TP 970.08
STA 7+00.00W
TP 970.02
STA 6+50.00W
TP 969.96 STA 6+00.00W
TP 969.95
STA 5+50.00W
TP 970.03
STA 5+00.00W
TP 970.11
STA 4+49.96W
TP 970.18
STA 4+00.00W
TP 970.24
STA 3+50.00W
TP 970.32
STA 3+00.00W
TP 970.41
STA 2+50.00W
TP 970.50
STA 2+00.00W
TP 970.59
STA 1+50.00W
TP 970.71
STA 1+00.00W
TP 971.11
STA 0+50.00W
TP 971.68

DESIGN CENTERLINE

TOP OF PAVEMENT

DESIGN CENTERLINE

TOP OF PAVEMENT

DESIGN CENTERLINE

TOP OF PAVEMENT
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE
STA 28+00.00NSTA 0+00.00ESTA 0+00.00W
TP 972.26
S=0.11% S=0.15% S=0.14% S=0.18%
STA 0+43.13W
TP 971.76
GRADE
BREAK

EXISTING EDGE OF
PAVEMENT @ NEW

STREET CENTERLINE
STA 6+20.00W
TP 969.92
EVCS STA 1+49.51
S=1.15%
EVCE 970.68
BVCS STA 1+20.44
BVCE 970.88
K 30.00 29.06'
LVC 29.06
SS
S=0.14%
S=0.18%
SS
SS
SS
SS
SS
SS
SS
AV
S
21"
S)20.3'
24 24
1 1
1 1
1 1
7 8 8
8 8
17 LIMITS OF

CONSTRUCTION

MATCHEXISTING
GRADE

MATCHEXISTING
GRADE
MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE
5'
5'
3 3
VARIES
18 18
11 11
11 13
13 5
5 5
5 SS
SS
3 1
1 3
2 2
2 1
21 12

LIMITS OF

CONSTRUCTION
3 16
16 EXISTING

AGRICULTURAL

FIELD TO
REMAIN
2 WAKE AVENUE 2

EXISTING

AGRICULTURAL

FIELD TO
REMAIN
1 1

BASE LINE

BASE LINE
13 13
13 13

WAKE AVENUE
1 STA 8+34W
START FENCE 23
3 20
23 20
20 20
20 3
2'
2'
3 4
13 STA 1+35.36W
END FENCE 23
23 23
1717
12 12 12 4

IID PROPERTY
APN 052-685-008

MORALES RODOLFO/

MORALES PATRICIA
1626 WAKE AVE.

EL CENTRO, CA 92243
APN 052-685-007

MANAIG ALFREDO

HERNANDEZ/

MANAIG ELOISE M
1687 QUIET TRAIL DR,
CHULA VISTA, CA 91915
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942
APN 052-280-014

WATERMAN SUSANNA D (TE)/

WATERMAN MINCKS J L (TE)
8560 TIO DIEGO PL,
LA MESA, CA 91942
80'
5 18
MATCH

EXISTING
GRADE
8' 18

MATCHEXISTING
GRADE
2%24
18 8'
13 13

WAKE AVENUE
27 25

SOUTH IMPERIAL AVENUE
9 7
7 23
18 88'

ROW TO ROW
2'
2 2
2'
2' BASE LINE
23 2'

LIMITS OF

CONSTRUCTION
(12" SS)
8 8
8 8
5 5
5 5 5
5 (12" W)

COTTONWOOD DR
5 2

ROWMATCH EXISTING GRADE
STA 26+00S
STA 27+00S
STA 28+00S
STA 29+00S
STA 30 00S

5.5 16
11 5.5

2.17 1.5'

0.67 VARI
MATCH

EXISTING AC

PAVEMENT
ROW
2 3
ROW
2 3
8'
24 18
17 28
7 13
2 2
11 ROW MATCH EXISTING
GRADE
7 28
11 8'
2' 28 26.46' 17 (12" SS)
8'
24 (18" W) 26.46'
(12" SS) 3
17 2
(12" W)
11 11 11
ROW
24 ROW 23
2%

30.5'
28 LIMITS OF
20 CONSTRUCTION
MATCH

EXISTING
GRADE
13 13
12 (12" SS)
ROW

LIMITS OF

CONSTRUCTION
25 EXISTING DATEDRAIN
10'
R25'
(12" SS)
4 4
(12" SS)25
ROW

5.5'
VARIES

2.17'

0.67'
7 4 (12" W)
16 24

2.17'
5' 1.5'
6' 5
7 19 4
2 (18" W)
11 5'
6' 6

LIMITS OF

CONSTRUCTION
19 4
2 2
28 2
23 3
(UG)
MATCH

EXISTING
P.C.C. CURB

AND GUTTER
MATCH

EXISTING
P.C.C.

SIDEWALK
APN 052-686-006

PATINA DIMAS RENE/

FLORES CONSUELO
1518 WAKE AVE.

EL CENTRO, CA 92243
10 3
11 3
ROW
APN 052-686-005

MEJORADO OLIVIAE
& VANESSA/

MEJORADO

EDUARDO A
1950 BARBARA WAY,
EL CENTRO, CA 92243
APN 052-686-004

VOLDMAN ALEXANDR
1550 WAKE AVE.

EL CENTRO, CA 92243
ROW
(UG)

LIMITS OF
CONSTRUCTION 3
ROW
23 APN 052-686-002

GARCIA, ALFREDO
1582 WAKE AVE
EL CENTRO, CA 92243
APN 052-686-001

ALFORD CHARLES E (TE)
1598 WAKE AVE
EL CENTRO, CA 92243

ROWLIMITS OF CONSTRUCTION
3 3
4 23
4 (18" W)

BASE LINE
R25'
APN 052-686-007

SINGH HENRY/SINGH

LOURDES
1502 WAKE AVE.

EL CENTRO, CA 92243
ROW

26.46'
2%
(12" SS)
7 BASE LINE

30.5' 30.5'
ROW
APN 052-686-003

HUERTA EVERARDO
& ROSA E
1564 WAKE AVE.

EL CENTRO, CA 92243
2%
ROW
APN 052-685-009

HWANG IL HOON/

HWANG YANG SOOK
1602 WAKE AVE.

EL CENTRO, CA 92243
(12" SS)

LIMITS OF

CONSTRUCTION
8 8
8 I.I.D. MANHOLE
I.I.D. STA 11+67
I.I.D. TMH EL. 971.69
E. INV. EL. 957.80S. INV. EL. 961.22
13 6 (UG)
5 ROW
ROW
ROW
12 13 5
27 35
STA 0+00E
STA 0+67.17
32 (18'' W)
4 8
STA 1+00W STA 0+00W
STA 2+00W
STA 3+00W
STA 4+00W
STA 5+00W
STA 6+00W STA 7+00W STA 8+00W
STA 8+34W
13 BCSTA 0+66.86W
ECSTA 0+69.39W
STA 3+44.38W
STA 1+90.00W
S=0.18%

IID ROW
23 11
11 17
R25'
R25'
4 106.44' FLOWLINE TRANSITION FROM BRIDGE RAMP

SEE NORTH FLOWLINE PROFILE VIEW ABOVE
24 S=0.16%
23 S=0.14% S=0.18%
TP 972.26
TP 970.41 TP 971.11
TP 970.13
TP 970.11
EP 969.66
EP 969.70
TP 970.32
EP 969.98
EP 969.85
EP 969.69 TP 970.24
TP 970.02
EP 970.09
TP 969.95 BC FL 972.44
TP 970.59
EP 970.50
TP 971.11
EP 969.80

EXISTING CURB AND

GUTTER FLOWLINE
ELEVATION.

FLOW LINE
(EG 969.90)
(EG 970.51)
PVI STA 1+58.82
PVI EL. 969.98
EVC STA 1+76.11
EVC 970.23
BVC STA 1+32.72
BVC 970.74

43.39' K 20.00
LVC 43.39
S=2.26%
CURB
RETURN
STA 1+00.00E
FL 971.32
STA 0+69.38E
FL 972.00
STA 0+41.35E
FL 972.62
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 8-10 IMPROVEMENT PLAN.dwg 06/09/2022 15:10 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 8 WAKE AVENUE IMPROVEMENT

PLAN AND PROFILE FROM
STA 8+34W TO STATION 0+00
STA 9 +00W STA 8 +00W STA 7 +00W STA 6 +00W STA 5 +00W STA 4 +00W STA 3 +00W STA 2 +00W STA 1 +00W STA 0 +00 976
974972970
968966
964

PROFILE SCALE
HORIZONTAL:1" = 40'
VERTICAL: 1" = 4'
MATCHLINE - SEE SHEET 9 LEFT AT STA 0+00
SEE SHEET 7 FOR CONTINUATION
SEE SHEET 7 FOR CONTINUATION
10 SEE BLOW UP
DETAIL 1 ON
SHEET 11

SEE BLOW UP
DETAIL 2 ON
SHEET 11

SEE BLOW UP
DETAIL 4 ON
SHEET 12

SEE BLOW UP
DETAIL 5 ON
SHEET 12

SEE BLOW UP
DETAIL 7 ON
SHEET 12

SEE BLOW UP
DETAIL 6 ON
SHEET 12 H
H
8 16
8 16

85.65'
G
G
8 16
8 16
F
F
8 15
8 15
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL
BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THEEXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25
262728293031
32 33
3435
INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF ELCENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCHMONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGNGRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDEDFIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR AHORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.

INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.

INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 23
4 5
6 789
10 11
14 1617
12 1315

CONSTRUCTION KEYNOTES
1819
20 21
222324252627282930
31 323334
3536
0' 40' 80' 120'
SCALE: 1"=40'
40'
NOTE:

SEE PAVEMENT DATA CHART
ON SHEETS 20 TO 22 FOR
PRECISE ROAD GRADING.
976974972970
968
966964
976974
972
970968966964

CENTERLINE - TOP OF PAVEMENT PROFILE

NORTH CURB & GUTTER - FLOW LINE PROFILE
STA 2 +00W STA 1 +00
PROFILE SCALEHORIZONTAL:1" = 40'
VERTICAL: 1" = 4'
978976974972970968966

17.a
Packet Pg. 256
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) STA 1+00.00E
TP 972.04 STA 2+00.00E TP 971.71 STA 1+50.00E TP 971.87 STA 2+50.00E TP 971.55 STA 3+00.00E
TP 971.38
STA 3+50.00E
TP 971.22 STA 4+00.00E TP 971.05 STA 4+50.00E TP 970.89 STA 5+00.00E TP 970.73 STA 5+50.00E TP 970.56 STA 6+00.00E TP 970.40 STA 6+50.00E TP 970.24 STA 7+00.00E TP 970.07 STA 7+50.00E TP 969.91 STA 8+00.00E TP 969.75 STA 8+50.00E TP 969.58

DESIGN CENTERLINE

TOP OF PAVEMENT DESIGN CENTERLINE

TOP OF PAVEMENT

DESIGN CENTERLINE

TOP OF PAVEMENT DESIGN CENTERLINE TOP OF PAVEMENT
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE
S=0.33%
S=0.33% S=0.33%
S=0.33% S=0.33% S=0.33%
STA 9+00
TP 969.42
S=0.33%
DES
TOP

EXISTING NAEARTH GRA

STREET CEN
(EG 970.00) (EG 969.55) (EG 969.26) (EG 968.84) (EG 968.99) (EG 968.89) (EG 969.00) (EG 967.57)
(EG 966
(EG 973.16)
STA 28+00.00NSTA -0+00.02E
TP 972.26
EXISTING 12-INCHDIAMETER SANITARY
SEWER PIPELINE.

EXISTING 12-INCH

DIAMETER SANITARY
SEWER PIPELINE.

EXISTING 12-INCHDIAMETER SANITARY
SEWER PIPELINE.
(INV 960.50) (INV 960.57) (INV 960.99) (INV 961.18)

EXISTING SANITARY
SEWER MANHOLE.

EXISTING SANITARY
SEWER MANHOLE.

SSSS SS SS
AV

WAKE AVENUE

WAKE AVENUE
2 S)
1"

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

20.3 7'

IID EASEMENT
80'
1 1
1 14
14 14
14 1
1 1
1 8 8
8 14
14 14

MATCHEXISTING
GRADE
MATCH

EXISTING
GRADE
3 3 3 3
3 3 3
34 34
18 18 18
18 34 34 34
11 15
15 15 15
15 15
15 5
5 20
16 16
MATCH

EXISTING
GRADE
7'
7'
7'
7'
7'
7'
7'
7 7

BASE LINE

BASE LINE BASE LINE

BASE LINE
STA 3+68E

ANGLE POINT
℄
2%
2%

0.33% 0.33%
15 15
3 4
13 12 4
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
APN 053-690-036

MARUTI CONSTRUCTION
& MGMT LLC

CORPORATION
445 HOTEL CIR S, SAN
DIEGO, CA 92108
20 20
20 20
20 27
25 SOUTH IMPERIAL AVENUE 12
30 9
9 15
13' 13'
2%

30.5'
8 5
5 8
5 5
20 3
MATCH 20

EXISTING
GRADE

ROW TO ROW
88'
ROW
15 LIMITS OF

CONSTRUCTION
26' (12" SS)
2%
20 LIMITS OF

CONSTRUCTION
ROW
20 14
MATCH

EXISTING
GRADE
℄

LIMITS OF

CONSTRUCTION
ROW
WAKE AVENUE (12" SS) 61'

30.5'

LIMITS OF

CONSTRUCTION
OW

MATCHEXISTING
STA 26+00S
STA 27+00S
STA 28+00S
STA 29+00S
13 6'

5.5'
9 16
VARIES

MATCHEXISTING
GRADE
11 5.5'

2.17'

1.5'

0.67'
VARIES
ROW
20 MATCHEXISTING
GRADE
3 STA 3+68E

ANGLE POINT
3 ℄
2%
ROW
VARIES
3 (12" SS)

MITS OF
UCTION
R25'
(12" SS)
4 4
(12" SS)
7 W)
16 BASE LINE
R25'
MATCH

EXISTING
GRADE
ROW
ROW
88'
VARIES
18 ROW
ROW

LIMITS OF

CONSTRUCTION
8 8
20 3
STA 7+27.91 E
(18" PVC)
13 ROW TO ROW
5 27
6'
18'
7'

20.25'
7'
13'

6.5'

6.5'

6.5'
13'TOE 966.96 STA 6+13
3 TOE 966.96
STA 6+13
S=0.58%
S=0.33%
18'

0.5'

6.5'

6.5'
13' 0.5'

6.5'

0.5'
35 181.67' TRANSITION FROM BRIDGE RAMP
STA 0+00E
STA 1+00E
STA 2+00E
STA 3+00E STA 4+00E STA 5+00E STA 6+00E STA 7+00E STA 8+00E STA 9+00E STA 0+67.17
EC

SEE NORTH EDGE OF PAVEMENT

PROFILE VEW ABOVE
32 4 8
8 8
8 STA 2+48.95

LIMITS OF

CONSTRUCTION
34 36

FL FL FL FL

FL FL FL
36 36 36 36
FL

FL FL FL

FL FL FL
FL FL
36 36 36 36 36 36

SS FLOW
6'
6'
6'
6'
6'
6'

0.33%
14 EX. SS. MH
(TMH 971.07)(E.INV 960.57)(W.INV 960.50)
EX. SS. MH
(TMH 969.42)(E.INV 961.18)(W.INV 960.99)
36 18' 18' S=0.33 S=0.33%
S=0.59% S=2.43%
S=2.07%
S=2.04%
S=0.33%
S=0.33%

SS FLOW SS FLOW
STA 0+00W 3
STA 4+84.85 E
ROW
11 11
33 R25'
R25'
4 STA 0+68.18
FUTURE STREETLIGHT. NOT A PART

OF THIS PROJECT

FUTURE STREET
LIGHT. NOT A PART

OF THIS PROJECT

FUTURE STREET
LIGHT. NOT A PART

OF THIS PROJECT
29 TP 972.26
TP 971.71
EP 971.10
TP 971.38
EP 970.77
TP 971.05
EP 970.49
EP 970.49
TP 970.73
EP 970.31
TP 970.40 TP 970.07
EP 969.81
TP 969.75
EP 969.49
TP 969.42
EP 969.16
EP 969.16 EP 970.77 EP 970.31 EP 971.33 EP 971.92
EP 971.43 TOP 969.98 TOP 969.67
TOP 970.09
TOP 969.35 TOP 969.00
TOE 966.02
STA 9+00
TOP 969.02
EP 970.12
TOP 969.87
TOP 970.22
TOP 969.35
EP 969.49
TOP 969.02
TOP 969.02
TP 972.04
FL 970.65
FL 971.32
TOE 966.67
STA 7+00
TOE 966.35
STA 8+00
TOP 969.35
TOE 967.00
STA 6+00
FL 969.80
FL 969.80
TOE 967.87
STA 5+00 TOP 969.98
TOP 969.96TOP 969.96
EP 970.10
TOE 968.16
STA 5+00
TOE 966.02
STA 9+00 TOE 966.35
STA 8+00
TOE 966.67
STA 7+00
EP 970.55
FL 970.97
FL 970.64
EP 970.55 EP 970.12
TOP 970.22
TOP 969.67 TOP 969.35
EP 970.10
TOP 969.98
TOE 967.00
STA 6+00
TOP 969.98
TOP 969.96
TOP 969.96
FL 970.42
FL 970.42
FL 971.21
FL 972.50
BC FL 972.44
FL 970.81
EP 970.94
FL 970.91
EP 971.04
TP 971.55
TOP 969.67
EP 969.81
TOP 969.67
FL 971.36
9 13
ROW

EXISTING NATIVE EARTH
GRADE @ EDGE OF PAVEMENT.
224' EDGE OF PAVEMENT TRANSITION FROM BRIDGE RAMP

NORTH EDGE
OF PAVEMENT.

S=0.59%
S=0.33%
(EG 969.93) (EG 969.80) (EG 970.26)
STA 1+00.00E
EP 971.92 STA 1+50.00E
EP 971.62 STA 2+00.00E
EP 971.33
STA 2+50.00E
EP 971.04 STA 3+00.05E
EP 970.77
CURB
RETURN
STA 2+90.99E
EP 970.80

GRADE BREAK
STA 0+67.17E
EP 972.11
FL 971.94
STA 0+40.69E
EP 972.52
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 8-10 IMPROVEMENT PLAN.dwg 06/09/2022 15:11 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 9 MATCHLINE - SEE SHEET 8 AT STA 0+00

WAKE AVENUE IMPROVEMENT

PLAN AND PROFILE FROM
STA 0+00E TO 9+00E
976974972970968966964962960958956
STA 0 +00 STA 1 +00E STA 2 +00E STA 3 +00E STA 4 +00E STA 5 +00E STA 6 +00E STA 7 +00E STA 8 +00E 9 +00E 976974972970968966964962960958956
PROFILE SCALEHORIZONTAL:1" = 40'
VERTICAL: 1" = 4'

SEE BLOW UP
DETAIL 8 ON
SHEET 12
9 17

SEE BLOW UP
DETAIL 6 ON
SHEET 12
J
J
9 17
18 10
K
K
9 18
9 MATCHLINE - SEE SHEET 10 AT STA 9+00E
I
I
9 17
9 17

MATCHLINE - SEE
SHEET 8 AT STA 0+00

MATCHLINE - SEE SHEET
10 AT STA 9+00E

CENTERLINE - TOP PAVEMENT PROFILE
0' 40' 80' 120'
SCALE: 1"=40'
40'
980978976974972970968966964
STA 1 +00 STA 2 +00E STA 3 +00E
980978976974972970968966964
PROFILE SCALEHORIZONTAL:1" = 40'
VERTICAL: 1" = 4'

NORTH EDGE OF PAVEMENT

TRANSITION PROFILE
NOTE:

SEE PAVEMENT DATA CHART
ON SHEETS 20 TO 22 FOR
PRECISE ROAD GRADING.

17.a
Packet Pg. 257
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) SS
SS
14 14
14 PROPOSED STREET LIGHTS TO BE
INSTALLED WITH PHASE II IMPROVEMENTS - NOT A PART OF SCOPE OF WORK.

STA 9+70.96 E
17 MATCH EXISTING
GRADE
3 3 3
18 18 18
18 15 15
36 15 36
2 2
2 2
7 12
4 1
2 9
13 H
G
E
7'
7'
7'
7'
7'
7'
7 BASE LINE
℄ ℄ 0.33%
15 APN 053-293-001

VELASCO JULIAN
2398 S. CYPRESS DR.

EL CENTRO, CA 92243
APN 053-591-028

CORNEJO FRANK J
2402 S CYPRESS DR.

EL CENTRO, CA 92243
0-036

RUCTION LLC
TION

R S, SAN
92108
20 28 9
18 2%
3 12
1 13
4 2
10 12
(18" W)
6 14
STA 13+33.30E

ENDCONSTRUCTION
12 13 13
4 4
3 2

BASE LINE
9 10
2 17

MATCH EXISTING

AC PAVEMENT

WAKE AVENUE
3 2
2 14
(12" SS) 3
20 MATCH

EXISTING
GRADE

MATCHEXISTING
GRADE

LIMITS OF

CONSTRUCTION
3 20
3 MATCH 20

EXISTING
GRADE

LIMITS OF

CONSTRUCTION
20 ℄

ROW TO ROW
88'
3 2% 2%

ROW ROW
26'
13' 13'
2%
ROW
ROW
24 24
24 24
STA 12+14.50E

CYPRESS
AVENUE
APN 053-592-028

MARRS CHRISTOPHER
DANIEL
2403 S. CYPRESS DR.

EL CENTRO, CA 92243
APN 053-594-013

PEREZ IRMA
2031 W HOLT AVE.

EL CENTRO, CA 92243

CYPRESS
AVENUE
15 W
20 7
7 5
5 14
STA 13+59E
STA 9+00E STA 10+00E STA 11+00E
STA 12+00E
STA 13+00E
FL
FL
6' 6'

LIMITS OF

CONSTRUCTION
36 36
6'
6'
6'
6'
18' 18'
18' 18'S=0.33% S=0.33% S=0.33%
EX. SD. MH
(TMH 967.94)(E.INV 963.67)(W.INV 963.68)(S.INV 963.67)
7 TP 969.42
EP 969.16
EP 969.16
TP 969.09
EP 968.83
TP 968.76
EP 968.50
EP 968.83
TOP 969.00
TOE 966.02
STA 9+00
TOP 969.02
TOP 968.67
TOE 965.69
STA 10+00
TOP 968.36
TOE 965.36
STA 11+00
TOP 969.02
TOP 969.02
TOP 968.69
TOP 968.36
TOP 968.36
EP 968.50
TOP 968.69 TOP 968.36
TOP 968.69
EP 968.18
TOP 968.20
TOE 965.20
TOE 966.02 STA 11+50
STA 9+00
TOE 965.69
STA 10+00 TOE 965.36
STA 11+00 TOP 968.20
TOP 968.20
TOE 965.20
STA 11+50
TOP 968.20
EP 968.18
TP 968.44
STA 8+50.00E
TP 969.58
EWNE
STA 9+00.00E
TP 969.42
STA 9+50.00E
TP 969.25 STA 10+00.00E
TP 969.09
STA 10+50.00E
TP 968.93
STA 11+00.00E
TP 968.76
STA 11+50.00E
TP 968.60
STA 12+00.00E
TP 968.44
S=0.33%
S=0.33% S=0.33%

DESIGN CENTERLINE

TOP OF PAVEMENT
EXISTING NATIVEEARTH GRADE @ NEW

STREET CENTERLINE

DESIGN CENTERLINE

TOP OF PAVEMENT
STA 13+33.30
END

CONSTRUCTION
(EG 966.12)
STA 12+14.50E
TP 968.38
STA 11+98.45E
(12" DIA. E. INV. 963.67)(30" DIA N. INV. 963.68)(30" DIA S. INV. 963.67) STA 13+75.76E
EXISTING 12-INCH (12" DIA W. INV 963.49)

STORM WATER

PIPELINE
EXISTING 30-INCH STORM

WATER PIPELINE

CRACK SEAL ANDSLURRY SEAL
EXISTING A.C.PAVEMENT

EXISTING STORMDRAIN

MANHOLE
STA 11+98.45E
(RIM 967.94)
EXISTING 18-INCH STORM

WATER PIPELINE

EXISTING STORMDRAINMANHOLE
STA 13+75.76E
(RIM 968.94)

0.1%
(EG 966.66)
(EG 966.99)

CENTERLINE - TOP OF PAVEMENT PROFILE
MATCH
EXISTING A.C.PAVEMENT
EXISTING 12-INCHDIAMETER SANITARY
SEWER PIPELINE.
(INV 961.62)
EXACT DEPTHUNKNOWN.

EXISTING SANITARY
SEWER MANHOLE.

Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 8-10 IMPROVEMENT PLAN.dwg 06/09/2022 15:13 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 10 MATCHLINE - SEE SHEET 9 RIGHT AT STA 9+00E

WAKE AVENUE IMPROVEMENT

PLAN AND PROFILE FROM
STA 9+00E TO END OF PROJECT
976974972970968966964962960958956
STA 9 +00E STA 10 +00E STA 11 +00E STA 12 +00E STA 13 +00E STA 14 +00E

WAKE AVENUE END OF PROJECT
0' 40' 80' 120'
SCALE: 1"=40'
40'
976974972970968966964962960958956
PROFILE SCALEHORIZONTAL:1" = 40'
VERTICAL: 1" = 4'

SEE BLOW UP
DETAIL 3 ON
SHEET 11
K
K
10 18
10 18
L
L
10 18
10 18
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETE PIPELINE TO REMAIN.

EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTION MANHOLE TO REMAIN.

EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL

BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THE
EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.

EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
2421
11 25
262728293031
32 33
3435
INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF ELCENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCHMONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR A HORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.

INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 2
3 4
5 6
7 89
10 11
141617
12 1315

CONSTRUCTION KEYNOTES
1819
20 21
222324252627282930
31 323334
3536
NOTE:

SEE PAVEMENT DATA CHART
ON SHEETS 20 TO 22 FOR
PRECISE ROAD GRADING.

17.a
Packet Pg. 258
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

WAKE AVENUE
STA 8+00W
17 3

8.0'
1 17
17 17
18 18
18 20
20 20

2.0'

26.5'
VARIES

2.0'
3 3
2 2 2
5 5
5 8 8 8
23 23 8.0'
2 13
13 13
(12" SS)

LIMITS OF

CONSTRUCTION
MATCH

EXISTING ACPAVEMENT

BASE LINE

MATCHEXISTING
GRADE
MATCH

EXISTING ACPAVEMENT

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION MATCH EXISTING
GRADE
24 TP 969.56
TP 970.14
5 S=2.00%
S=2.00%
STA 8+00W
(18" W) (18" W)
12+00E

WAKE AVENUE

6.0'
TP 968.14
14 17
3 7.0' 18.0'

18.0'
18 15
15 2
14 3
17 15 17
15 3
2 2

2.0'

3.0'

3.0'
14 14
14 36
15 15
15 13.0' 13.0'
23 23
8 5
8 5 5
10 18

7.0'
28 17
3 18
3 MATCH EXISTING

AC PAVEMENT

LIMITS OF

CONSTRUCTION
MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
36 6.0'

10.0'
8 PHYSICAL ROAD

CENTERLINE
℄ ℄ ℄

10.0'
(UG) (UG)
FL 965.05
36 36
1 1
1 1

15.5' 30.0' TP 968.14
STA 12+12.50E
TP 968.38

15.7'
(12" SS) TP 968.44 (12" SS)
STA 12+12.50E
(18" W)
8 FL 965.08
S=2.26%
S=0.43%

WAKE AVENUE
S=1.22%

WAKE AVENUE

11.0'

1.5'

0.5'

80.0'

IID PROPERTY
S=8.1%
S=8.1%
S=1.5%
SLOPE
VARIES
S=1.5%
S=1.5% CL
S=8.1%
D/W CL STA 1+15.92W
STA 1+00W
STA 2+00W
TC 971.29
S=2.26% S=2.26%

IID DRIVEWAY
S=8.1%
SS TP 971.11
EC TC 972.50
SW 972.67
DW 970.79
FL 970.21
TC 970.71
(DW 970.86)
FL 970.20
FL 970.07
FL 970.06
TC 970.56
DW 970.66
EC FL 972.00

5.0' SW

1.5'

2.2'
7 13

6.0'

6.0'

5.0'
6 6
19 6
4 4
3 2
8 5
23 3
2 11
5 5
24 24
24 24

2.0'

2.0'
6 5.0'

2.2'

1.5'

0.7'
11 11

5.0'

2.0'
2 2 2
17 17
17 5 5
8 8 8
8 8
8 13
3 20
20 20
20 20 20
5 5
13 20
20 8 8
4 30.5'
23 23
23 5
5 5
28 19

26.3'
24 24
5 19
(12" SS)
(UG) (UG) (UG)

LIMITS OF

CONSTRUCTION
MATCHEXISTING P.C.C.

SIDEWALK

BASE LINE BASE LINE

MATCHEXISTING
GRADE
MATCH
EXISTING A.C.

PAVEMENT
MATCHEXISTINGP.C.C. CURB

AND GUTTER
MATCH
EXISTING A.C.

PAVEMENT
TP 970.59
5 13
24 18
18 13
18 FL 971.40
FL 970.54 TC 971.90
TC 971.04 FL 970.72
FL 971.19
9' 21' 9.0' 4

EXISTING ABANDONED

SANITARY SEWER

PPIPELINE
S
STA 1+90.00W
STA 1+90.00W
8 CONSTRUCTION
S=2.00%
S=2.00%
VARIES
STA 1+00W
STA 2+00W
STA 1+00.00W
TP 970.68
STA 1+50.00W
S=0.31%
VARIES
TP 970.83
STA 1+25.00W
S=2.13%
VARIES
S=0.82%
VARIES
S=1.33%
VARIES
106.33 FLOWLINE TRANSITION FROM BRIDGE RAMP

SEE NORTH FLOWLINE PROFILE VIEW AVOBE
MATCH
EXISTING P.C.C.

DRIVEWAY
(DW 970.73)
SW 970.72
SW 970.64

26.7'
S=1.5%
TC 970.82
DW 971.86
DW 971.31 DW 971.78
DW 971.39

2.0'
S=1.11%

2.0' 16.5'

RESIDENTIAL

DRIVEWAY
TC 970.30
(12" W)
TP 970.64
STA 1+75.00W
TC 970.17
FL (970.05)
L D/W CL STA 1+66.22W C
S=0.10%
S
SW 97
(18" W)
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 11-12_BLOW UP DETAILS.dwg 06/09/2022 15:22 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 BLOW UP DETAIL

BLOW UP DETAIL
SCALE 1"=10'
1 11
11 8

BLOW UP DETAIL
SCALE 1"=10'
3 10 11
INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF ELCENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCHMONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDEDFIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR AHORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.

INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 2
3 4
5 6
7 89
10 11
141617
12 1315

CONSTRUCTION KEYNOTES
1819
20 21
222324252627282930
31 323334
3536
0' 10' 20' 30'
SCALE: 1"=10'
10'

BLOW UP DETAIL
SCALE 1"=10'
2 8 11
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL
BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THEEXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE. 62134579
10131214
8 1516
17 18
22 20
19 23
2421
11 25
262728293031
32 33
3435
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIEXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL ATRIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FEXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUEXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REEXISTING UNDERGROUND SOUTHERN CALIFORNIA GAEXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNEXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BE

SHALL BASE HIS/HER PROPOSAL BASED ON THE ASSU
ABANDONED.ABANDONED IN PLACE SANITARY SEWER MANHOLE P
PLANS DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE. 62134579
10131214
8 1516
17 18
22 20
19 23
2421
11 25
262728293031
32 33
3435

DESCRIPTION SYMBOL

PAVEMENT LEGEND
ITEM
NO.
1 2
3 4
NEW A.C. PAVEMENT AREA

CRACK SEAL/SLURRY SEAL AREAGRIND/OVERLAY AREA
EXISTING A.C. PAVEMENT

17.a
Packet Pg. 259
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) S=8.44%
S=3.87%
S=0.68%
S=2.00%
S=2.00%
S=1.97%

0.5'

1.5'

11.0'

4.0' 4.0'
R26.6'

WAKE AVENUE

IMPERIAL AVENUE

1.5'

10.0'

8.0'

4.17'

7.0'

7.4'

7.4'

6.3'

18.6'

0.67'

5.0'
S=2.00%
S=2.00%
S=0.20%

4.17'
S=7.30%
SS
FL 970.83
TC 970.83
FL 970.86
TC 970.86
FL 970.91TC 971.41
FL 970.78TC 971.28
EC FL 970.97
BC FL 970.71
SW 971.31
SW 971.33
SW 971.55
24 1
1 24
1 7
3 13
13 13
3 13
13 13
4 5 5
5 16
20 20
20 20
5 12
13 24
1 35
8 (21" SS) (21" SS)
(12" SS)

LIMITS OF

CONSTRUCTION

MATCHEXISTING
GRADE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

MATCHEXISTING
GRADE
MATCH

EXISTING
GRADE
1 4
18 18
18 18
SW 971.42
SW 971.38
SW 971.55
STA 0+67.02W
STA 28+51.52S
TC 971.21
TC 971.47
S=0.68%
S=3.46%
S=8.54%
S=2.26%
S=1.96%
S=1.22%
S=1.50%

11.0'

1.5'

0.5'

80.0'

IID PROPERTY

WAKE AVENUE

IMPERIAL AVENUE

4.17'

7.4'

7.4'

4.17'
R25.0'

7.0'

5.5'

6.5'
S=1.5%

10.7'

3.1'

4.17'
D/W CL STA 1+15.92W
TC 971.29
S=7.40%
S=5.35%
S=2.26%
WAY
S=8.1%
BC TC 973.12
EC TC 972.50 FL 972.17
FL 972.45
TC 972.67
TC 972.95
FL 972.33
TC 972.33
SW 972.87
SW 972.81
SW 973.17
SW 972.67
SW 973.20
EC FL 972.00
BC FL 972.62
SW 972.80

5.5'

0.5'

42.8 1
1 5.0'
8 1.5'

2.2'
13 6.0'
5 6
35 8
VARIES
8 1.5'
5 5
13 13
11 20
20 20 20
20 20
8 8 8
3535
5 4
4 4
4 24
1 4
16 MATCH

EXISTING
GRADE

MATCHEXISTING
GRADE
5 13
24 18
1 SW 972.59

6.0'
13 18
18 FL 971.40
TC 971.90
FL 971.19

9.0' 4
STA 27+36.40S
STA 0+69.67W

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
VARIES
S=2.13%
VARIES

DGE RAMP

W AVOBE

1.2'
S=1.50%

26.7'
S=1.5%
DW 971.86
DW 971.78
SW 972.75
(12" W)
FL 972.27
TC 972.28
S=1.48%
S=1.64%
S=1.57%
SW 972.80
13 S=1.99%
971
+50S
S=2.00%
S=2.01%

0.5'

1.5'

PUBLIC UTILITY EASEMENT

5.5'

6.0'

WAKE AVENUE

IMPERIAL AVENUE

11.5'

5.0'
S=0.33%
+50S
S=0.16%
S=0.20% S=0.20%
S=1.50%

5.0'

EASEMENT
88 EC FL 971.36

40.0'
1 1
1 1
3 13
1 1
14 13
4 20
20 20
20 34
20 20
1 14
8 9
8 8

6.5' 6.5'
16 MATCH

EXISTING
GRADE
MATCH

EXISTING
GRADE

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

MATCHEXISTING
GRADE
30 30

0.5'
FL 971.40
FL 971.07 SW 971.66
TC 971.57
STA 0+68.18E
S=2.00% S=4.00% 34 8

7.3'

7.4'

4.17'
SW 971.83
SW 971.67
PAD 972.00
PAD 972.00
PAD 972.00
33 6.2'

9.6'

10.0'

5.0'

6.9'

6.0'

5.5'
TC 971.86
S=1.50%
13 FL 971.15
TC 971.15
FL 971.19
TC 971.19
FL 971.26
TC 971.76
BC FL 970.97
TC 971.47
STA 28+53.00S

MATCHEXISTING
GRADE
S=0.33%
SW 971.66
SW 971.62
S=1.50% S=1.50%
S=7.43%
S=5.77%
S=7.94%
S=1.00%
S=0.99%
35 5
35 5
PAD 972.00

7.0'

4.17'
SW 971.64
8 S=2.04%
S=2.04%
S=0.47%
S=1.50%

37.8'

42.8'

5.5'

IMPERIAL AVENUE WAKE AVENUE

5.5'
18" W
S=0.59%
VARIES

6.0'
S=7.57%
S=4.23%
BC FL 971.94
EC FL 972.52

0.5'
1 1
1 1
3 5
8 34
13 25
20 20
20 20
20 1
1 1.5'
14 1
14 8
8 1
4 LIMITS OF

CONSTRUCTION

MATCHEXISTING
GRADE

MATCHEXISTING
GRADE
8 6.5'

0.5'
11 SW 972.69 SW 972.61
SW 972.74
SW 972.80
SW 973.08
STA 27+39.21S
STA 0+67.17E
8 8
16 TC 973.02
TC 972.87
FL 972.37
FL 972.26
FL 972.20
FL 972.09

7.4'

4.17'

7.4'
TC 972.26
TC 972.20
TC 972.59
TC 972.44
SW 973.10

5.5'

11.5'

6.0'
13 SW 972.68
SW 972.74
S=1.48%
S=1.50%
18" W
S=2.00%
(12" W)
S=1.45%
S=1.48%
S=1.49%
S=5.43%
S=8.48%
S=0.59%

FUTURE STREET
LIGHT. NOT A
PART OF THISPROJECT. MATCH

EXISTING
GRADE
8 9
14 FL 971.98
SWALE S=4.00% S=2.00%
S=4.00%
S=2.00%

7.0'

4.17'
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 11-12_BLOW UP DETAILS.dwg 06/09/2022 15:18 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 BLOW UP DETAIL 0' 10' 20' 30' SCALE: 1"=10' 10'

BLOW UP DETAIL
SCALE 1"=10'
4 7,9

BLOW UP DETAIL
SCALE 1"=10'
6 7,9

BLOW UP DETAIL
SCALE 1"=10'
7 7,8,9
BLOW UP DETAIL 5
7,8,9
12 12 12
12 12
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE ANDRIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETE PIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TO REMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTION MANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THE EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
24 21
11 25
262728293031
32 33
3435
INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN 8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF EL CENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCH

MONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGNGRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR AHORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.

INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.

INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 2
3 4
56 789
10 11
141617
12 1315

CONSTRUCTION KEYNOTES
1819
20 21
2223242526272829
30 31
32 3334
3536

17.a
Packet Pg. 260
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

28.22'

7.00'
ROW

36.61' 36.61'

EXISTING
NATIVE
SURFACE.

28.22'
ROW℄
EXISTING 12-INCH

SANITARY SEWER
PIPELINE.

1.42'
FUTURE 18-INCH
DOMESTIC WATERPIPELINE.

16.47'
INSTALL 18-INCHES OF CLASS 2
BASE MATERIAL. COMPACT
CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

TP 971.05
(NS 968.85)
2"
TYP
2"
TYP
S=2.0% S=2.0%

10.00'
PUE

56.44'88.00'
ROW
INSTALL 5-INCHES
OF A.C. PAVEMENT.

INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE
THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT
LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THEBOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

EXISTING NATIVE
SURFACE.
5"
18"
5"
18"
INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES
WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26. (INV 960.67)
EP 970.49 EP 970.49
MATCH EXISTINGNATIVE SURFACE.

MATCH EXISTING
NATIVE SURFACE.

1.89'
VARIES

1.89'
VARIES
S=2.0%
C2B

SHOULDER
TOP 970.48

7.00'
C2B

SHOULDER
TOP 970.48
FL 969.78
C2B 970.36
(NS 969.75) (NS 969.45)
INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS
2 BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

S=2.0%
INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS
2 BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557. VARIES
VARIES
VARIES
VARIES
VARIES
FL 969.78

30.50'

13.00'
ROW

EXISTING
NATIVE
SURFACE.

30.50'
ROW℄
EXISTING 12-INCH

SANITARY SEWER
PIPELINE.

2.00'
FUTURE 18-INCH
DOMESTIC WATERPIPELINE.

16.47'
INSTALL 18-INCHES OF CLASS 2
BASE MATERIAL. COMPACT
CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.
2"
TYP
2"

10.00'

61.00'88.00'
ROW
INSTALL 5-INCHES
OF A.C. PAVEMENT.

INSTALL 2" X 8" PRESSURE TREATED
BOARDS. SECURE THE 2" X 8"
PRESSURE TREATED BOARDS WITH 2FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE
WOOD STAKES WITH FOUR (4) 16 CC
SINKER NAILS. SEE DETAIL B ON SHEET

26. EXISTING NATIVE
SURFACE. 5"
18"
5"
18"
MATCH EXISTING MATCH EXISTING NATIVE SURFACE. NATIVE SURFACE.

0.50'
S=2.0%
C2B SWALE
S=2.0% S=2.0%

EXISTING NATIVE
SURFACE.

TP 971.71 EP 971.22 EP 971.10
FL 971.20
(INV 960.30)

13.00'
C2B SWALE 0.50'
FL 970.97
(NS 970.38) (NS 970.01)

EXISTING NATIVE
SURFACE.

6.50' 6.50'
C2B 971.46 C2B 971.23
INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES
WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH CLASS 2 BASE
SWALE. COMPACT THE CLASS 2
BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

INSTALL 6-INCH CLASS 2 BASE
SWALE. COMPACT THE CLASS 2
BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES
WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

S=2.0% S=4.0% S=4.0%
PUE
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
E
I
RE
E
N
GN
SI
L NA O
L
LI
I
F
NRO IA
*
RE
G
E
TS
I
E

P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:29 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 SECTION DETAILS HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" I-I
6,9
17 17
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" J-J
6,9
CROSS SECTION AT STATION 4+00E ALONG EAST WAKE AVENUE
17 CROSS SECTION AT STATION 2+00E ALONG EAST WAKE AVENUE

17.a
Packet Pg. 261
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

42.83'

EXISTING NATIVE
SURFACE.
℄ ROW

5.00'

EXISTING NATIVE
SURFACE.

INSTALL 7-INCHES
OF A.C. PAVEMENT.

INSTALL 26-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER
ASTM D-1557.

3.79'

TRACT LINE

BASE LINE

EXISTING NATIVE
SURFACE. MATCH EXISTING.

35.16'

SIDE SLOPE VARIES

EXISTING NATIVE
SURFACE.

MATCH EXISTING.

EXISTING

ABANDONED
21-INCH DIA.

SANITARY SEWER
PIPELINE.

32.59' 37.38'
(NS 973.31)

EXISTING ABANDONED
18-INCH DOMESTIC
WATER PIPELINE.

S=2.0% S=2.0%
TOE OF SLOPE.
1 2
1 2
TOE OF SLOPE.

0.67'

5.50'

1.50'
SIDE SLOPE.
60'

IID EASEMENT
VARIES 0.67'

38.49' 5.50'

EXISTING NATIVE
SURFACE.

80.00' 60.00'
SIDE SLOPE.

1.50'

SIDE SLOPE VARIES
EXISTING IID PROPERTY 241.45'

ROW VARIES

6.00'
ROW

42.83'
TP 989.87

16.72'
TP 989.97
(NS 973.25)

INSTALL
FENCE.

5.00'

85.66'
3' DIAMETER
IID PIPELINE.

9.31'

44.21'
7"
7"
26"
26"
INSTALL 12-INCHES OF CLASS 2 BASE
MATERIAL FLUSH WITH THE P.C.C.

SIDEWALK FOR A HORIZONTAL
DISTANCE OF 5 FEET OR AS

ILLUSTRATED BY THE IMPROVEMENT
PLANS. COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB AND GUTTER
PER CITY OF EL CENTRO STANDARD DETAILEC-200. SEE DETAIL C ON SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL
FLUSH WITH THE P.C.C. SIDEWALK FOR AHORIZONTAL DISTANCE OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT PLANS.

COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENTOF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.
12"
(INV 958.70)
5'

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED

EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE

EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION B-BTO E-E ON SHEETS 14-16. THE CONTRACTOR SHALL COMPACT THE FILLMATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER

FINAL GRADING IS SATISFACTOR COMPLETED, INSTALL BONDED FIBER

MATRIX OR APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.
4'
EXISTING 18 - INCH PVC WATERPIPELINE. APPROXIMATE LOCATION.

20.00'
IID INV 957.37
12"
FL 988.98
TC 989.48
FL 988.98
TC 989.48
C2B 989.44 S=1.5% S=1.5%
S/W

PHYSICAL
S/W
S=2%
C2B 989.44

6.00'
INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

SW 989.56
(NS 972.46) (NS 970.63)

CITY OF EL CENTRO ROW
S=2%

42.83'

EXISTING NATIVE
SURFACE.

TRACT LINE
℄

5.00'

EXISTING NATIVE
SURFACE.

INSTALL 7-INCHES
OF A.C. PAVEMENT.

INSTALL 26-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557.

BASE LINE

80.00'
MATCH EXISTING. EXISTING NATIVE
SURFACE.

MATCH EXISTING.

2.83'

EXISTING IID PROPERTY

EXISTING

ABANDONED
21-INCH SANITARY
SEWER PIPELINE.

34.71' 34.91'

EXISTING ABANDONED
18-INCH DOMESTIC
WATER PIPELINE.
(NS 972.17)
1 2
TOE OF SLOPE.

EXISTING NATIVE
SURFACE.
1 2
S=2.0% S=2.0%

0.67'

5.50'

1.50'

6.00'

0.67'

22.84' 5.50'

1.50'

SIDE SLOPE VARIES

26.19'

CITY OF EL CENTRO ROW
TOE OF SLOPE.

SIDE SLOPE VARIES
233.34'

ROW VARIES
ROW
60'

IID EASEMENT

6.00' 42.83'

12.87'
TP 984.97
TP 984.87
(NS 971.88)

60.00'

85.66'
ROW
3' DIAMETER
IID PIPELINE.

10.17'

37.40'

EXISTING NATIVE
SURFACE.
7"
7"
26"
26"
INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL
FLUSH WITH THE P.C.C. SIDEWALK FOR AHORIZONTAL DISTANCE OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT PLANS.

COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT
OF MAXIMUM DENSITY PER ASTM D-1557. INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL FLUSH
WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE
OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT
PLANS. COMPACT CLASS 2 BASE MATERIAL TO 95PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED
FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL

GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS
ILLUSTRATED BY THE DESIGN GRADES. THE CONTRACTOR
SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM
DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS

SATISFACTOR COMPLETED, INSTALL BONDED FIBER MATRIX OR

APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO TRAVEL
WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

SIDE SLOPE.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED

EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMPNATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS

SATISFACTOR COMPLETED, INSTALL BONDED FIBER MATRIX OR

APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO TRAVEL WAY,
SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.
12"
(INV 958.90)
4'
4'
EXISTING 18 - INCHPVC WATER PIPELINE.

9.68'

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED

EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE

EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER
SECTION B-BTO E-E ON SHEETS 14-16. THE CONTRACTOR SHALLCOMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTOR COMPLETED,

INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL AVOID MULCH

OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR
EXISTING VEGETATION.

20.00'
IID INV 957.44
FL 983.98
TC 984.48 SW 984.56
FL 983.98
TC 984.48 SW 984.56
12" S=1.5% S=1.5%

PHYSICAL

S/W S/W
SIDE SLOPE.

C2B 984.44 C2B 984.44
(NS 971.43)
(NS 973.02)
S=2% S=2%
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:45 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 5'-0" A-A
4,7
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 5'-0" B-B

SECTION DETAILS
4,7
13 1313
CROSS SECTION AT STATION 24+00S ALONG SOUTH IMPERIAL AVENUE CROSS SECTION AT STATION 25+00S ALONG SOUTH IMPERIAL AVENUE

17.a
Packet Pg. 262
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

42.83'

BASE LINE
℄

5.00'

EXISTING NATIVE
SURFACE.

INSTALL 7-INCHES
OF A.C. PAVEMENT.

INSTALL 26-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

TRACT LINE

1.87'

80.00'
ROW

EXISTING NATIVE
SURFACE.

EXISTING NATIVE
SURFACE.

MATCH EXISTING.

MATCH EXISTING.

EXISTING IID PROPERTY

EXISTING
ABANDONED 21-INCH
DIA. SANITARY
SEWER PIPELINE.

35.66' 33.77'
TOE OF SLOPE.
1 2
1 2
S=2.0% S=2.0%

0.67'

6.00'

1.50'

6.00'

5.00'

0.67'

19.92' 5.50'

1.50'
VARIES

16.72'
VARIES
TOE OF SLOPE.

ROW VARIES
225.24'
60'
IID EASEMENT ROW42.83'

7.27'
TP 979.97
TP 979.87
(NS 972.66)

60.00'

6.00'

85.66'

EXISTING NATIVE
SURFACE.

SIDE SLOPE.
3' DIAMETER
IID PIPELINE.

9.73'

31.65'
7"
7"
26"
26"
INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL
FLUSH WITH THE P.C.C. SIDEWALK FOR AHORIZONTAL DISTANCE OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT PLANS.

COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENTOF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB AND GUTTER
PER CITY OF EL CENTRO STANDARD DETAILEC-200. SEE DETAIL C ON SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT PLANS. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED
IMPORTED FILL TO SUBBASE DEIGN GRADE. THE

CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE
EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES.

THE CONTRACTOR SHALL COMPACT THE FILL MATERIALTO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557.

AFTER FINAL GRADING IS SATISFACTOR COMPLETED,

INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL

AVOID MULCH OVERSPRAY ONTO TRAVEL WAY,
SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED
FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL

GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS
ILLUSTRATED BY THE DESIGN GRADES. THE CONTRACTOR
SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM
DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS

SATISFACTOR COMPLETED, INSTALL BONDED FIBER MATRIX OR

APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO TRAVEL
WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.
12"
(INV 959.09)
4'
12"
4'

9.50'

CITY OF EL CENTRO ROW

20.00'
IID INV 957.50
FL 978.98
TC 979.48
SW 979.56
FL 978.98
TC 979.48
SW 979.56
S=1.5% S=1.5%

EXISTING ABANDONED
18-INCH DOMESTIC
WATER PIPELINE.

EXISTING 18 - INCHPVC WATER PIPELINE.

S/W S/W
SIDE SLOPE. 2%
C2B 979.44
C2B 979.44 S=2%
(NS 972.22)
(NS 971.67)

42.83'
BASELINE.
℄

5.00'

EXISTING NATIVE
SURFACE.

INSTALL 7-INCHES
OF A.C. PAVEMENT.

INSTALL 26-INCHES OF CLASS 2

BASE MATERIAL COMPACT CLASS
2 BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

80.00'
ROW

EXISTING NATIVE
SURFACE.

MATCH EXISTING.

MATCH EXISTING.

EXISTING IID EASEMENT

EXISTING

ABANDONED
21-INCH DIA.

SANITARY SEWER
PIPELINE.

36.61' 32.65'

EXISTING ABANDONED
18-INCH DOMESTIC
WATER PIPELINE.

0.92'
TRACT LINE.
1 2 1
2 0.67'

5.50'

1.50'

6.00'

0.67'

11.28' 6.00'

1.50'
VARIES 8.09'
VARIES

20.03'
VARIES
217.20'

60.00'
TOE OF
SLOPE.

SIDE SLOPE.

42.83'

5.55'

1.43'
(NS 973.63)
TP 975.05

EXISTING NATIVE
SURFACE.

85.66'

EXISTING NATIVE
SURFACE.

TOE OF SLOPE.
3' DIAMETER
IID PIPELINE.

5.85'

34.42'
7"
7"
26"
26"
INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL FLUSH
WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE
OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT
PLANS. COMPACT CLASS 2 BASE MATERIAL TO 95PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.

INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL FLUSH
WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE
OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT
PLANS. COMPACT CLASS 2 BASE MATERIAL TO 95PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAILEC-200. SEE DETAIL C ON SHEET 26.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED
IMPORTED FILL TO SUBBASE DEIGN GRADE. THE

CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE
EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES.

THE CONTRACTOR SHALL COMPACT THE FILL MATERIALTO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557.

AFTER FINAL GRADING IS SATISFACTOR COMPLETED,

INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL

AVOID MULCH OVERSPRAY ONTO TRAVEL WAY,
SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED

EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMPNATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES.

THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90
PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL

GRADING IS SATISFACTOR COMPLETED, INSTALL BONDED FIBER

MATRIX OR APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO

TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING
VEGETATION. 12"
12"
IID INV 961.07
(INV 959.29)
4'
4'
EXISTING 18 - INCHPVC WATER PIPELINE.

9.33'

CITY OF EL CENTRO ROW

20.00'
ROW

ROW VARIES
FL 974.02
TC 974.52
INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

SW 975.10
FL 974.02
TC 974.52
S=1.5% S=1.5%
SW 975.10
TP 975.00
S/W
S/W
SIDE SLOPE. S=2% S=2.0% S=2.0% S=2%
C2B 674.48
C2B 674.49
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:42 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 SECTION DETAILS HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" C-C
HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" D-D
4,7
14 4,7
1414
CROSS SECTION AT STATION 26+00S ALONG SOUTH IMPERIAL AVENUECROSS SECTION AT STATION 27+00S ALONG SOUTH IMPERIAL AVENUE

17.a
Packet Pg. 263
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) TP 971.77

42.83'
ROW

42.83'
TRACT LINE ℄ BASE LINE.

5.00'

EXISTING NATIVE
SURFACE.

INSTALL 7-INCHES
OF A.C. PAVEMENT.

INSTALL 26-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER
ASTM D-1557.

40.00'
ROW

EXISTING NATIVE
SURFACE.

EXISTING NATIVE EXISTING 21-INCH SURFACE. SANITARY SEWER PIPELINE TO REMAIN.

50.58'
EXISTING 18-INCHPVC WATER PIPELINE
TO REMAIN. EXACT
DEPTH UNKNOWN.
(NS 972.89)
S=2.0% S=2.0%

5.50' 6.00'

EASEMENT

0.67'

1.50'
110.00'

85.66'
7"
7"
26"
26"
INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK PAVEMENT OR CLASS 2

BASE MATERIAL IS COMPLETED PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR A HORIZONTAL DISTANCE OF 5-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE).

COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

MATCH EXISTING. MATCH EXISTING.
(INV 959.72)
3'
FL 970.88
TC 971.38 SW 971.38

1.50'
FL 970.88
TC 971.38
S=1.5%
TP 971.87
INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.

INSTALL NATIVE MATERIAL PARKWAY PER CITY
OF EL CENTRO STANDARD DETAIL EC - 400. SEE
DETAIL D ON SHEET 26.
(INV 959.71)
IID EXISTING 36'' DIA. IID
DATE DRAIN PIPELINE.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR A HORIZONTAL DISTANCE OF 5-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THEHATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT

MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 6-INCH P.C.C. CURB AND GUTTER
PER CITY OF EL CENTRO STANDARD DETAILEC-200. SEE DETAIL C ON SHEET 26.

37.45'

0.67'

10.00'
ROW ℄ ROW

30.50' 20.81'

EXISTING NATIVE
SURFACE.

S=2.0%

10.00'
PUE

88.00'

2.00'

CRACK SEAL ANDSLURRY SEAL
EXISTING A.C.PAVEMENT.

EXISTING SIDEWALK
TO REMAIN.

MATCH EXISTING
A.C. PAVEMENT.

INSTALL A.C. PAVEMENT
AT COLD PLANED AREA.

EXISTING CURB

AND GUTTER TO
REMAIN.

EXISTING 12-INCH

SANITARY SEWER
PIPELINE.

EXISTING 18-INCHDOMESTIC WATERPIPELINE.EXACTLOCATION UNKNOWN.

EXISTING 12-INCHDOMESTIC WATERPIPELINE. EXACT
LOCATION UNKNOWN.

INSTALL 16-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER
ASTM D-1557.

INSTALL 6-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 2" X 8" PRESSURE TREATED BOARDS.

SECURE THE 2" X 8" PRESSURE TREATED
BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3
FEET ON CENTER. SECURE THE BOARDS TO
THE WOOD STAKES WITH FOUR (4) 16 CC SINKER
NAILS. SEE DETAIL B ON SHEET 26.

MATCH EXISTING
NATIVE EARTH.

8.00' 5.00'

2.00' 2"
TYP
4"
16"
EXISTING GASPIPELINE TOREMAIN.

EXISTING AGRICULTURAL
FIELD.

INSTALL 4-INCHES
OF A.C. PAVEMENT.

EXISTING 24-INCH

SANITARY SEWER
PIPELINE.
(INV 961.22)
TP 970.11
(INV 957.93)
AFTER THE PLACEMENT OF THE CLASS 2 BASE
SHOULDER IS COMPLETED. PLACE NATIVE MATERIAL
FLUSH WITH THE CLASS 2 BASE SHOULDER FOR AHORIZONTAL DISTANCE OF 6 FEET (EXISTING GRADE).

APPLY LIGHT MIST OF WATER TO THE SURFACE OF

THE NATIVE MATERIAL AFTER FINAL GRADING IS
SATISFACTORILY COMPLETED.

MATCH EXISTING
A.C. PAVEMENT.

INSTALL A.C. PAVEMENT
AT COLD PLANED AREA.

INSTALL 16-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY
PER ASTM D-1557.

EXISTING ACPAVEMENT ANDUNDERLYINGMATERIAL TOREMAIN.
4"

CRACK SEAL ANDSLURRY SEAL
EXISTING A.C.

PAVEMENT.

S=2.0%
16"

2.00'
INSTALL 4-INCHES OF
A.C. PAVEMENT.

2.00'
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
E
I
RE
E
N
GN
SI
L NA O
L
LI
I
F
NRO IA
*
RE
G
E
TS
I
E

P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:38 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 SECTION DETAILS HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" E-E
15 4,7 15
CROSS SECTION AT STATION 29+00S ALONG SOUTH IMPERIAL AVENUE HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" CROSS SECTION AT STATION 5+00W ALONG WEST WAKE AVENUE F-F 5,8 15

17.a
Packet Pg. 264
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

MATCH EXISTING
A.C. PAVEMENT.

INSTALL 16-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY
PER ASTM D-1557.

EXISTING ACPAVEMENT ANDUNDERLYINGMATERIAL TOREMAIN.
4"

CRACK SEAL AND

SLURRY SEAL
EXISTING A.C.PAVEMENT. S=2.0%

2.00' 2.00'
INSTALL 4-INCHES OF
A.C. PAVEMENT.
16"
INSTALL A.C. PAVEMENT
AT COLD PLANED AREA.

ROW ℄ ROW

30.50' 30.50'

EXISTING NATIVE
SURFACE.

S=2.0%

10.00'
PUE

88.00'
TP 970.41

2.00'

CRACK SEAL AND

SLURRY SEAL
EXISTING A.C.PAVEMENT.

EXISTING SIDEWALK
TO REMAIN.

MATCH EXISTING
A.C. PAVEMENT.

INSTALL A.C. PAVEMENT
AT COLD PLANED AREA.

2.00'

EXISTING CURB

AND GUTTER TO
REMAIN.

EXISTING 12-INCH

SANITARY SEWER
PIPELINE.

EXISTING 18-INCHDOMESTIC WATERPIPELINE. EXACT

LOCATION
UNKNOWN.

EXISTING 12-INCH
DOMESTIC WATERPIPELINE. EXACTLOCATION
UNKNOWN.

INSTALL 16-INCHES OF
CLASS 2 BASE MATERIALCOMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER
ASTM D-1557.

INSTALL 6-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

INSTALL 2" X 8" PRESSURE TREATED
BOARDS. SECURE THE 2" X 8" PRESSURE
TREATED BOARDS WITH 2 FOOT LONG- 2" X
4" STAKES 3 FEET ON CENTER. SECURE THE

BOARDS TO THE WOOD STAKES WITH FOUR
(4) 16 CC SINKER NAILS. SEE DETAIL B ON
SHEET 26.

AFTER THE PLACEMENT OF THE CLASS 2 BASE
SHOULDER IS COMPLETED. PLACE NATIVE MATERIAL
FLUSH WITH THE CLASS 2 BASE SHOULDER FOR AHORIZONTAL DISTANCE OF 5 FEET (EXISTING GRADE). APPLY LIGHT MIST OF WATER TO THE

SURFACE OF THE NATIVE MATERIAL AFTER FINAL
GRADING IS SATISFACTORILY COMPLETED.

MATCH EXISTINGNATIVE EARTH.

8.00' 5.0'
2"
TYP
4"
16"
EXISTING GASPIPELINE TOREMAIN.

INSTALL 4-INCHES
OF A.C. PAVEMENT.

EXISTING
AGRICULTURAL FIELD.
(INV 960.88)
EXISTING 24-INCH

SANITARY SEWER
PIPELINE. (INV 957.94)
EP 969.80

TRACT LINE
BASE LINE.
℄
INSTALL 16-INCHES OF CLASS
2 BASE MATERIAL COMPACT
CLASS 2 BASE MATERIAL TO
95 PERCENT OF MAXIMUM
DENSITY PER ASTM D-1557.

TP 971.11
ROW

30.50' 30.50' 8.00'
INSTALL 6-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 4-INCHES
OF A.C. PAVEMENT.

EXISTING NATIVE
SURFACE.

ROW
EXISTING 12-INCH

SANITARY SEWER
PIPELINE.

EXISTING 12-INCHDOMESTIC WATERPIPELINE. EXACT
LOCATION UNKNOWN.

INSTALL 2" X 8" PRESSURE TREATED BOARDS.

SECURE THE 2" X 8" PRESSURE TREATED
BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3
FEET ON CENTER. SECURE THE BOARDS TO
THE WOOD STAKES WITH FOUR (4) 16 CC
SINKER NAILS. SEE DETAIL B ON SHEET 26.

5.0'
AFTER THE PLACEMENT OF THE CLASS 2 BASE
SHOULDER IS COMPLETED. PLACE NATIVE MATERIAL
FLUSH WITH THE CLASS 2 BASE SHOULDER FOR A
HORIZONTAL DISTANCE OF 5 FEET (EXISTING GRADE).

APPLY LIGHT MIST OF WATER TO THE SURFACE OF

THE NATIVE MATERIAL AFTER FINAL GRADING IS
SATISFACTORILY COMPLETED.

S=2.0%

MATCH EXISTING
NATIVE EARTH.
2"
TYP
4"
16"
(INV 960.25)
(INV 958.24)
EXISTING 24-INCH

SANITARY SEWER
PIPELINE.

EP 970.50

5.00'

0.67'
INSTALL 16-INCHES OF CLASS
2 BASE MATERIAL COMPACT
CLASS 2 BASE MATERIAL TO95 PERCENT OF MAXIMUM
DENSITY PER ASTM D-1557.

EXISTING 18-INCH
DOMESTIC WATERPIPELINE. EXACTLOCATION UNKNOWN.
4"
16"
S/W
S=1.5% EP 971.48
SW 971.91 FL 971.32
TC 971.82
INSTALL 4-INCH P.C.C. SIDEWALK OVER 4INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE
DETAIL D ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB

AND GUTTER PER CITY OF EL

CENTRO STANDARD DETAIL
EC-200. SEE DETAIL C ON
SHEET 26.

MATCH EXISTINGNATIVE EARTH.
(NS 971.26)

8.82'

6.00'

88.00'
ROW
VARIES
3:1 MAX
AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, PAVEMENT
OR CLASS 2 BASE MATERIAL IS COMPLETED PLACE NATIVE
MATERIAL FLUSH WITH THE P.C.C. SIDEWALK OR EDGE OFPAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASEMATERIAL FOR A HORIZONTAL DISTANCE OF 5-FEET TO DAYLIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF
MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF

WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER
FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL

PARKWAY PER CITY DETAIL

OF EL CENTRO STANDARD
DETAIL EC-400. SEE DETAIL D
ON SHEET 26.
(NS 971.56)

1.50'
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:33 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 SECTION DETAILS HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" 16 5,8 16
CROSS SECTION AT STATION 3+00W ALONG WEST WAKE AVENUE G-G HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" H-H
5,6,8
CROSS SECTION AT STATION 1+00W ALONG WEST WAKE AVENUE
16 17.a
Packet Pg. 265
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) ROW
ROW
℄

38.00' 38.00'
MATCH EXISTINGNATIVE SURFACE.

EXISTINGNATIVE
SURFACE.

EXISTINGNATIVE
SURFACE.

EXISTINGNATIVE
SURFACE.

EXISTINGNATIVE
SURFACE.

EXISTING
12-INCH

SANITARYSEWER
PIPELINE.

1.50'
FUTURE 18-INCHDOMESTIC WATERPIPELINE.

14.67'
TP 969.42
(NS 966.13)

7.00'
2"
TYP
2"
TYP
S=2.0% S=2.0%

10.00'

PUE ROW

88.00'26.00'
INSTALL 5-INCHES OF
A.C. PAVEMENT.
5"
18"
5"
18"
INSTALL 2" X 8" PRESSURE TREATED
BOARDS. SECURE THE 2" X 8" PRESSURE
TREATED BOARDS WITH 2 FOOT LONG- 2"
X 4" STAKES 3 FEET ON CENTER.

SECURE THE BOARDS TO THE WOODSTAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

TOP 969.02
(INV 961.45)
TOP 969.02

MATCH EXISTINGNATIVE
SURFACE.

EP 969.16
FL 966.02 FL 966.02
S=2.0% S=2.0%

9.00' 9.00'
INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS 2BASE MATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557.

EP 969.16
TOP 969.02
TOP 969.02
C2B

SHOULDER
INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITHFOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

7.00' 9.00' 9.00'
INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS 2BASE MATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557. 3:1 MAX 3:1 MAX 3:1 MAX 3:1 MAX
INSTALL 18-INCHES OF CLASS 2

BASE MATERIAL COMPACT
CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

C2B

SHOULDER
ROW
ROW℄

38.00' 38.00'

EXISTING NATIVE
SURFACE.

EXISTINGNATIVE

SURFACE

EXISTING
12-INCH

SANITARYSEWER
PIPELINE.

1.87'
FUTURE 18-INCHDOMESTIC WATERPIPELINE.

13.58'
TP 968.43
(NS 969.01)

7.00' 7.00'
2"
TYP
2"
TYP
S=2.0% S=2.0%

10.00'

PUE ROW

88.00'26.00'
INSTALL 5-INCHES
OF A.C. PAVEMENT.
5"
18"
5"
18"
MATCH EXISTINGNATIVE SURFACE. MATCH EXISTING
NATIVE SURFACE.

C2B

SHOULDER
INSTALL 18-INCHES OF CLASS 2

BASE MATERIAL COMPACT
CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

EP 968.18
S=2.0% S=2.0%

9.00' 9.00' 9.00' 9.00'
INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE
THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT
LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THEBOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

EXISTING NATIVE
SURFACE. TOP 968.25
INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS
2 BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

TOP 968.04

EXISTING NATIVE
SURFACE.

INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES
WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL A 6-INCHES OF CLASS 2 BASE MATERIAL. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

C2B

SHOULDER
EP 968.18
EXISTING 30" DIAMETER STORM DRAIN PIPELINE TOREMAIN.
(EX. 30" SD PIPE)

9.13'
EX. SD. MH
(TMH 967.94)
(E.INV 963.67)
(W.INV 963.68)
(S.INV 963.67)
EXISTING 30" DIAMETER STORM DRAIN PIPELINE
AND JUNCTION BOX TO REMAIN. ADJUST THE

EXISTING FRAME AND COVER TO FINISH GRADE
AFTER PAVING OPERATIONS ARE COMPLETE.

Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
E
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 13-18 SECTIONS.dwg 06/09/2022 15:26 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0"HORIZONTAL SCALE: 1" = 10'-0"VERTICAL SCALE: 1" = 10'-0" K-K

SECTION DETAILS
18 1818
CROSS SECTION AT STATION 9+00E ALONG EAST WAKE AVENUE
6,9,10
L-L
6,10
CROSS SECTION AT STATION 11+98E ALONG EAST WAKE AVENUE

17.a
Packet Pg. 266
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

EXISTING SURFACE

BRIDGE RAMP IMPROVEMENTS

PREVIOUSLY COMPLETED BY

CALTRANS
INSTALL 26 INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

CALTRANS RIGHT-OF-WAY INSTALL 7 INCHES OF A.C. PAVEMENT

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING

APPROVED EXCAVATED MATERIAL AND APPROVED
IMPORTED FILL TO SUBBASE DEIGN GRADE. THE

CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE

EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES
AND PER SECTION B-B TO E-E ON SHEETS 14-16. THE

CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO
90 PERCENT MAXIMUM DENSITY PER ASTM D-1557.

AFTER FINAL GRADING IS SATISFACTORILY COMPLETED,

INSTALL BONDED FIBER MATRIX OR APPROVED EQUAL

AVOID MULCH OVERSPRAY ONTO TRAVEL WAY,
SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

MATCH CALTRANSPAVEMENT/CURB
AND GUTTER.

CITY OF EL CENTRO RIGHT-OF-WAY

INSTALL NATIVE MATERIAL TO
SUBGRADE DESIGN ELEVATION,COMPACT TO 95 PERCENT OF
MAXIMUM DENSITY PER ASTM D-1557.

APPLY A LIGHT MIST OF WATER TO

THE SURFACE OF THE NATIVE

MATERIAL AFTER FINAL GRADING IS
SATISFACTORILY COMPLETED.

IMPORTED/NATIVE MATERIAL EMBANKMENT

CONSTRUCTION BORDERING AND/OR ENCROACHING

CALTRANS RIGHT-OF-WAY SHALL BE COMPLETED IN STRICT
CONFORMANCE WITH SECTION 19 OF THE LATEST
CALTRANS STANDARD SPECIFICATIONS .

THE UPPER 12 - INCHES OF IMPORTED/NATIVE MATERIAL
FILL, BENEATH THE CLASS 2 BASE INSTALLATION SECTION,

SHALL BE SCARIFIED AND BROUGHT TO ABOUT OPTIMUM
MOISTURE CONTENT AND COMPACTED TO AT LEAST 95PERCENT OF MAXIMUM DRY DENSITY PER ASTM D-1557 IMMEDIATELY PRIOR TO THE PLACEMENT OF CLASS 2 BASE.

NOTE:

SEE PLAN AND PROFILE SHEET 7 AND
PAVEMENT DATA CHART ON SHEET 20 FOR

TOP OF PAVEMENT ELEVATIONS
22+00S 23+00S 24+00S 25+00S 26+

TRACT LINE

EXISTING
ABANDONED 18-INCH
WATER PIPELINE.

PROPOSED SOUTH SOUTH IMPERIAL AVE.

IMPERIAL AVENUE

STREET CENTERLINE
(21" SS) (21" SS) (21" SS) 43'

BASE LINE

IID PROPERTY

LIMITS OF

CONSTRUCT

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

ROW TO ROW
VARIES
ROW
ROW
48'

IID EASEM
1 1 1
5 5
5 4 4
4 4
VARIES
25 25
25 25

MATCHEXISTING
GRADE

MATCH EXISTING
GRADE
MATCH

EXISTING
GRADE
35 28
35 35

MATCH EXISTING
GRADE
80'
80'

5.5'

2.17'

5.5'

2.17'
43'
38'

TOE OF SLOPE

TOE OF SLOPE
4 11 11 11
11 11
11 11
TC 991.65
FL 991.15
TC 989.48
FL 988.98 TC 984.48
FL 983.98
TC 989.83
FL 989.33
TC 991.65
FL 991.15
TC 989.83
FL 989.33
TC 989.48
FL 988.98
TC 984.48
FL 983.98

ANGLE POINT

ANGLE POINT
TC 993.00
FL 992.50
TC 993.01
FL 992.51

MATCH EXISTING

MATCH EXISTING

39.69' 40.37'

CL TO FC CL TO FC

LIMITS OF

CONSTRUCTION
MATCH

EXISTING
GRADE
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX

EXISTING SANITARY

SEWER LINE TO BE

ABANDONED
8 18"W
18"W
8 8
28 3

ROW ROW
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 19_POC SECTION DETAIL.dwg 06/09/2022 15:56 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 HORIZONTAL SCALE: 1" = 40'-0" VERTICAL SCALE: 1" = 10'-0" CALTRANS BRIDGE POINT OF CONNECTION DETAIL 19 CALTRANS BRIDGE POINT OF CONNECTION DETAIL INSTALL 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS A-A THROUGH E-E ON SHEET 13 THROUGH 15.

INSTALL A.C. PAVEMENT AT COLD PLANED AREA PER DETAIL A ON SHEET 26.INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.INSTALL 4-INCH P.C.C. SIDEWALK OVER 4 INCHES OF GRANULAR SAND PER CITY OF CENTRO STANDARD DETAIL EC-400. SEE DETAIL D ON SHEET

26. INSTALL P.C.C. DRIVEWAY PER CITY OF CENTRO STANDARD DETAIL EC-230 AND EC-262 OR I.I.D. ACCESS DRIVEWAY. SEE DETAIL E ON SHEET 26 AND BLOW UP DETAIL 2 ON SHEET 11. NOTE THE LOCATION OF DRIVEWAYS ARE ILLUSTRATED BY THE CENTERLINE STATIONING.

CONTRACTOR TO ADJUST THE EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE A 12-INCH-DEEP 12-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE SANITARY SEWER MANHOLE PER DETAIL F ON SHEET 26.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE A. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

CONTRACTOR TO ADJUST THE EXISTING WATER VALVE RISERS TO FINISH GRADE AFTER PAVING OPERATIONS ARE COMPLETE. PLACE AN8-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE WATER VALVE RISER PER CITY OF ELCENTRO STANDARD DETAIL EC-701. SEE DETAIL G ON SHEET 26.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING SURVEY MONUMENT IN PLACE AS DESCRIBED AS "FOUND 1 1/2" IRON PIPE TAGGED LS 5397, ACCEPTED AS SW CORNER TRACT 86 PER PM 9/99-100, FM17/49-52, FM 19/34-36 AND FM 21/31-39." CONTRACTOR TO ADJUST THE MONUMENT WELL FRAME AND COVER TO FINISH GRADE. CONTRACTOR TO PLACE AN 8 1/2-INCH-DEEP, 8-INCH-WIDE, 5,000 PSI CONCRETE RING AROUND THE EXTERIOR CIRCUMFERENCE OF THE MONUMENT WELL FRAME AND COVER SEE DETAIL H ON SHEET 26. SHOULD ANY SUCHMONUMENTS OR BENCHMARKS BE REMOVED, DAMAGED, OBLITERATED OR ALTERED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PRESERVATION OR PERPETUATION BY THE PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE COUNTY SURVEYOR/DIRECTOR OF PUBLIC WORKS DEPARTMENT.

SEE GENERAL NOTE ON SHEET 1 FOR PERSEVERATION OF MONUMENTATION.CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGNGRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES AND PER SECTION A-A TO E-E ON SHEETS 13-15 AND CALTRANS BRIDGE POINT OF CONNECTION DETAIL ON SHEET 19. THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90 PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL GRADING IS SATISFACTORILY COMPLETED, INSTALL BONDEDFIBER MATRIX OR APPROVED EQUAL. AVOID MULCH OVERSPRAY ONTO TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING VEGETATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING DATE DRAIN PIPELINE AND INTEGRITY OF PIPELINE BANK. THE CONTRACTOR SHALL GRADE AND RESTORE EXISTING NATIVE MATERIAL WITHIN THE I.I.D. RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION.

AFTER THE PLACEMENT OF THE P.C.C. SIDEWALK, DRIVEWAY, PAVEMENT OR CLASS 2 BASE MATERIAL IS COMPLETED. PLACE NATIVE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK, DRIVEWAY OR EDGE OF PAVEMENT/HEADER BOARD SURFACE OR CLASS 2 BASE MATERIAL FOR AHORIZONTAL DISTANCE OF 5 FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE NATIVE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL 5 INCHES OF A.C. PAVEMENT OVER 18 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS I-I THROUGH L-L ON SHEETS 17 AND 18.

INSTALL TRUNCATED DOMES PER CALTRANS DETAIL A88A .

ALL CRACKS 1/4" OR GREATER SHALL BE PRESSURE-BLOWN FREE OF DEBRIS AND SEALED WITH A POLYMER MODIFIED ASPHALT-RUBBER CRACK SEALANT. AFTER THE CRACK SEALANT HAS BEEN INSTALLED THE CONTRACTOR SHALL INSTALL A TYPE II SAND SLURRY AS ILLUSTRATED BY THE HATCH AREAS.

AFTER THE A.C. PAVEMENT INSTALLATION IS COMPLETED PLACE 6 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH EDGE OF PAVEMENT/HEADER BOARD SURFACE FOR A HORIZONTAL DISTANCE OF 7 FEET OR 8-FEET TO DAY LIGHT OR AS ILLUSTRATED BY THE HATCH AREA (EXISTING GRADE). COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY LIGHT MIST OF WATER TO THE SURFACE OF THE CLASS 2 BASE MATERIAL AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

CONTRACTOR SHALL GRADE AND RE-SEED LANDSCAPE AREA MATCHING EXISTING LANDSCAPE.

INSTALL 18-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE SECTIONS F-F THROUGH G-G ON SHEETS 15 AND 16.

INSTALL 12 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL P.C.C. HANDICAP RAMP PER CALTRANS STANDARD DETAIL A88A, CASE B. SEE DETAIL I ON SHEET 27. INSTALL P.C.C. HANDICAP RAMP OVER 6-INCHES OF CLASS II BASE. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL ON SHEET 12.

INSTALL 33 INCHES OF CLASS 2 BASE MATERIAL FLUSH WITH THE A.C. PAVEMENT FOR A HORIZONTAL DISTANCE OF 5 FEET. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.EXISTING WATER VALVE TO BE COVERED AND PROTECTED DURING SLURRY SEAL OPERATIONS.

CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING AIR RELEASE VALVE AND BLOW OFF VALVES.CONTRACTOR SHALL ADJUST THE PROPOSED FIRE HYDRANT TO FINISH GRADE. CONTRACTOR SHALL FURNISH A NEW BURY AND SHEER SPOOL FOR THE ADJUSTMENT OF THE FIRE HYDRANT IF NEEDED.

INSTALL NEW 4-INCH PVC TEMPORARY STORMWATER PIPELINE PER DETAIL J ON SHEET 27.INSTALL 24-INCH DIAMETER AWWA C-905 DR 18 PVC STORMWATER PIPELINE. SEE DETAIL J ON SHEET 27.INSTALL 12-INCH P.C.C. SLAB OVER 12" OF CLASS II BASE PER DETAIL O ON SHEET 27. COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. SEE BLOW-UP DETAIL 7 ON SHEET 12 AND DETAIL O ON SHEET 27.

AFTER THE INSTALLATION OF A.C. PAVEMENT IS COMPLETED PLACE 6-INCH CLASS 2 BASE SWALE FLUSH WITH THE A.C. PAVEMENT SURFACE.

COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557. APPLY A LIGHT MIST OF WATER TO THE CLASS 2 BASE SURFACE AFTER FINAL GRADING IS SATISFACTORILY COMPLETED.

INSTALL NATIVE MATERIAL PARKWAY BETWEEN THE P.C.C. CURB AND GUTTER AND THE P.C.C.SIDEWALK PER DETAIL D ON SHEET 26.

CONTRACTOR SHALL GRADE THE EXISTING NATIVE MATERIAL FROM THE TOP OF THE NEW NATIVE MATERIAL EARTH SWALE TO DAYLIGHT AT A 3 TO 1 MAXIMUM SLOPE. COMPACT THE NATIVE MATERIAL TO 85 PERCENT OF MAXIMUM DENSITY PER ASTM D - 1557. 1 2
3 4
56 789
10 11
141617
12 1315

CONSTRUCTION KEYNOTES
1819
20 21
222324
25 2627
282930
31 323334
3536
EXISTING A.C. PAVEMENT TO REMAIN.EXISTING P.C.C. CURB AND GUTTER TO REMAIN.EXISTING P.C.C. SIDEWALK TO REMAIN.EXISTING P.C.C. HANDICAP RAMP TO REMAIN.EXISTING SANITARY SEWER PIPELINE TO REMAIN.EXISTING SANITARY SEWER MANHOLE TO REMAIN.EXISTING WATER METER TO REMAIN.EXISTING PVC WATER PIPELINE TO REMAIN.EXISTING WATER VALVE RISER AND COVER TO REMAIN.EXISTING FIRE HYDRANT TO REMAIN.EXISTING P.C.C. DRIVEWAY TO REMAIN.EXISTING STORMDRAIN MANHOLE TO REMAIN.EXISTING STORMWATER CATCH BASIN TO REMAIN.EXISTING STREET LIGHT TO REMAIN.EXISTING POWER POLE TO REMAIN.EXISTING SURVEY MONUMENT IN MONUMENT WELL AT THE

INTERSECTION OF THE SOUTH WAKE AVENUE RIGHT OF WAY LINE AND RIGHT OF WAY CENTERLINE OF CYPRESS DRIVE PER FINAL MAP 18-37 TO REMAIN.

EXISTING BRICK WALL/FENCE TO REMAIN.EXISTING 48" DIAMETER IID DATE DRAIN UNDERGROUND CONCRETEPIPELINE TO REMAIN.EXISTING FENCE/BARRICADE TO REMAIN.EXISTING NATIVE SURFACE TO REMAIN.EXISTING MONUMENT WELL TO REMAIN.EXISTING OVERHEAD SECONDARY POWER LINE TO REMAIN.EXISTING UNDERGROUND SOUTHERN CALIFORNIA GAS PIPELINE TOREMAIN.EXISTING STORMWATER PIPELINE TO REMAIN.EXISTING NATIVE EARTH DATE DRAIN TO REMAIN.EXISTING 8' DIAMETER IID DATE DRAIN CONCRETE JUNCTIONMANHOLE TO REMAIN.EXISTING 6' CHAIN LINK FENCE TO REMAIN.EXISTING ABANDONED 18-INCH CMC/CML STEEL PIPE.EXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED AND CAPPED PRIOR TO THIS PROJECT. THE CONTRACTOR SHALL
BASE HIS/HER PROPOSAL BASED ON THE ASSUMPTION THAT THEEXISTING 21-INCH SANITARY SEWER PIPELINE HAS BEEN ABANDONED.

ABANDONED IN PLACE SANITARY SEWER MANHOLE PER CITY OF EL CENTRO PUMP STATION NUMBER 2 RELOACTION PROJECT PLANS
DATED 09-07-2016.EXISTING CATHODIC PROTECTION TEST STATION TO REMAIN.EXISTING CML/CMC STEEL PIPELINE TO REMAIN.EXISTING IID DATE DRAIN HEADWALL TO REMAIN.EXISTING IID DATE DRAIN JUNCTION BOX TO REMAIN .EXISTING ABANDONED SANITARY SEWER PIPELINE.

EXISTING KEYNOTES
62134579
10131214
8 1516
17 18
22 20
19 23
2421
11 25
262728293031
32 33
3435

17.a
Packet Pg. 267
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

6.00' 5.50' 8.09'
VARIES
℄

6.00' 5.50' 42.83'

0.67'

1.50'

42.83'

0.67"

1.50'
12"
26"
7"
S=1.5%

85.66'
26"
7"
12"
217.20'

ROW VARIES
INSTALL 6-INCH P.C.C. CURB AND GUTTER PER CITY OF EL
CENTRO STANDARD DETAIL EC-200. SEE DETAIL C ON SHEET 26.

TOE OF SLOPE.

SIDE SLOPE.

INSTALL 7-INCHES OF
A.C. PAVEMENT.

INSTALL 26-INCHES OF CLASS 2 BASE
MATERIAL COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL FLUSH
WITH THE P.C.C. SIDEWALK FOR A HORIZONTAL DISTANCE
OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT
PLANS. COMPACT CLASS 2 BASE MATERIAL TO 95PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 6-INCH P.C.C. CURB AND

GUTTER PER CITY OF EL CENTRO
STANDARD DETAIL EC-200. SEE DETAIL
C ON SHEET 26.

CONTRACTOR SHALL GRADE THE BRIDGE RAMP USING APPROVED

EXCAVATED MATERIAL AND APPROVED IMPORTED FILL TO SUBBASE DEIGN GRADE. THE CONTRACTOR SHALL GRADE THE BRIDGE RAMP NATIVE EMBANKMENT AS ILLUSTRATED BY THE DESIGN GRADES.

THE CONTRACTOR SHALL COMPACT THE FILL MATERIAL TO 90
PERCENT MAXIMUM DENSITY PER ASTM D-1557. AFTER FINAL

GRADING IS SATISFACTOR COMPLETED, INSTALL BONDED FIBER

MATRIX OR APPROVED EQUAL AVOID MULCH OVERSPRAY ONTO

TRAVEL WAY, SIDEWALK, LINED CHANNELS OR EXISTING
VEGETATION.

MATCH EXISTING.

INSTALL 4-INCH P.C.C. SIDEWALK
OVER 4 INCHES OF GRANULAR SAND
PER CITY OF CENTRO STANDARDDETAIL EC-400. SEE DETAIL D ON SHEET 26.

INSTALL 12-INCHES OF CLASS 2 BASE MATERIAL
FLUSH WITH THE P.C.C. SIDEWALK FOR AHORIZONTAL DISTANCE OF 5 FEET OR AS ILLUSTRATED BY THE IMPROVEMENT PLANS.

COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT
OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 4-INCH P.C.C.

SIDEWALK OVER 4 INCHES OF

GRANULAR SAND PER CITY OF

CENTRO STANDARD DETAIL
EC-400. SEE DETAIL D ON
SHEET 26.

BASELINE.

TRACT LINE.

5.00'

VARIES AT TRANSITION TO CALTRANS VARIES AT TRANSITION TO CALTRANS

VARIES AT TRANSITION TO CALTRANS
1 2 3 6
7 11
15 18
19 22 23
8 9
4 5
1314
17 21
20 16
S=2.0%
2:1 MAX
10 12

BASELINE AND TRACT LINE

COINCIDE SOUTH OF STATION
29+00S. BASELINE ANGLES

WEST OF THE TRACT LINE
NORTH OF STATION 29+00S.

Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
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JOB NO.

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DRAWN BY:

DATE DESIGN BY:

S
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CHECKED BY: CI
JGH
R
A
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S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 20-22_PAVEMENT DATA CHART.dwg 06/09/2022 15:58 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 PAVEMENT DATA CHART 20

TYPICAL SOUTH IMPERIAL AVENUE CROSS SECTION
HORIZONTAL SCALE: 1" = 5'VERTICAL SCALE: 1" = 2.5'
NOTE:NATIVE MATERIAL PARKWAY AND P.C.C.

SIDEWALK ARE TO BE INSTALLED TO

MATCH PHASE II IMPROVEMENTS ON THE
EAST SIDE OF SOUTH IMPERIAL AVENUEFROM STA 28+77.98S TO STA 29+00. SEE PLAN AND PROFILE SHEET 7.

VERTICAL CURVE

CROSS-SLOPE
VARIES

VERTICAL CURVE

CROSS-SLOPE
VARIES

WEST EAST

17.a
Packet Pg. 268
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

30.50' 20.81'
S=2.0%

0.33'

1.33'
℄

2.00'

2.00'

8.00'
INSTALL 4-INCHES OF A.C.

PAVEMENT.

INSTALL 6-INCHES OF CLASS 2 BASE MATERIAL
COMPACT CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUM DENSITY PER ASTMD-1557.

INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE
2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2"
X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO
THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE
DETAIL B ON SHEET 26.

INSTALL A.C. PAVEMENT AT

COLD PLANED AREA FROM STA
1+90W TO STA 8+24W.

MATCH EXISTING A.C.PAVEMENT FROM STA
1+90W TO STA 8+24W.

VARIES AT TRANSITION
5 6
7 9
10 11
12 13
14 15
INSTALL 4 INCHES OF A.C. PAVEMENT
FROM STA 0+67W TO STA 1+90W.

0.33'

0.5'
2 1
3 4

5.00' 6.00'
INSTALL PARKWAY FROM STA 0+67W TO
STA 1+90W.

INSTALL 4-INCH SIDEWALK FROM STA
0+67W TO STA 1+90W.

INSTALL FROM STATION 0+67W
TO STATION 1+90W

2.15'

CRACK SEAL AND SLURRY SEAL
EXISTING A.C. PAVEMENT FROM STA
1+90W TO STA 8+24W.

NORTH SOUTH
8 S=2.0%
S=2.0%
S=2.0%
ROW

1.33'

0.33'

30.50' 30.50'

37.50' 37.00'

10.00'

6.5' 6.5'
INSTALL 16-INCHES OF CLASS 2 BASE
MATERIAL. COMPACT CLASS 2 BASEMATERIAL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTM D-1557.

INSTALL 5-INCHES OF
A.C. PAVEMENT.

INSTALL 2" X 8" PRESSURE TREATED BOARDS.

SECURE THE 2" X 8" PRESSURE TREATED BOARDS
WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON
CENTER. SECURE THE BOARDS TO THE WOODSTAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 6-INCH CLASS 2 BASE MATERIAL SWALE. COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D-1557.

INSTALL 2" X 8" PRESSURE TREATED BOARDS.

SECURE THE 2" X 8" PRESSURE TREATED BOARDS
WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON
CENTER. SECURE THE BOARDS TO THE WOODSTAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

ROW
ROW 2 3
4 5
7 8 9
10 11
12 13
1 14
INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURETHE BOARDS TO THE WOOD STAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.
13' SWALE 61.00' 13' SWALE

6.5'
INSTALL 6-INCH CLASS 2 BASE MATERIAL
SWALE. COMPACT CLASS 2 BASE
MATERIAL TO 95 PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

NORTH SOUTH
℄

88.00'
6 6.5'
S=4.0% S=4.0%
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
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TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 20-22_PAVEMENT DATA CHART.dwg 06/09/2022 15:58 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 PAVEMENT DATA CHART 21

TYPICAL WEST WAKE AVENUE CROSS SECTION
HORIZONTAL SCALE: 1" = 5'VERTICAL SCALE: 1" = 2.5'
EAST WAKE AVENUE CROSS SECTION FROM STA 0+93.26E TO STA3+68E HORIZONTAL SCALE: 1" = 5'VERTICAL SCALE: 1" = 2.5'

NORTH CURB

AND GUTTER

TRANSITION
FROM BRIDGERAMP.

STREET SECTION CHANGES FROM 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE TO 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE.

NORTH EDGE

OF PAVEMENT

TRANSITION
FROM BRIDGERAMP.

STREET SECTION CHANGES FROM 7 INCHES OF A.C. PAVEMENT OVER 26 INCHES OF CLASS 2 BASE TO 4 INCHES OF A.C. PAVEMENT OVER 16 INCHES OF CLASS 2 BASE.

17.a
Packet Pg. 269
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) S=2.0%
S=2.0% S=2.0%
S=2.0%

1.33'

0.33'

30.50' 30.50'

61.00'

37.50' 37.50'

88.00'

10.00'

7.00'
C2B

SHOULDER

7.00'
C2B

SHOULDER
INSTALL 18-INCHES OF CLASS 2
BASE MATERIAL. COMPACT
CLASS 2 BASE MATERIAL TO 95
PERCENT OF MAXIMUMDENSITY PER ASTM D-1557.

INSTALL 5-INCHES
OF A.C. PAVEMENT.

INSTALL 2" X 8" PRESSURE TREATED
BOARDS. SECURE THE 2" X 8" PRESSURE
TREATED BOARDS WITH 2 FOOT LONG- 2"
X 4" STAKES 3 FEET ON CENTER.

SECURE THE BOARDS TO THE WOODSTAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

INSTALL 2" X 8" PRESSURE TREATED BOARDS. SECURE THE 2" X 8" PRESSURE TREATED BOARDS WITH 2 FOOT LONG- 2" X 4" STAKES 3 FEET ON CENTER. SECURE THE BOARDS TO THE WOOD STAKES
WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

MATCH EXISTINGNATIVE SURFACE.

MATCH EXISTINGNATIVE SURFACE.

INSTALL A 6-INCHES OF CLASS 2 BASE MATERIAL.

COMPACT CLASS 2 BASE MATERIAL TO 95 PERCENT OF
MAXIMUM DENSITY PER ASTM D-1557.

INSTALL A 6-INCHES OF CLASS 2
BASE MATERIAL. COMPACT CLASS
2 BASE MATERIAL TO 95 PERCENT

OF MAXIMUM DENSITY PER ASTM
D-1557.

INSTALL 2" X 8" PRESSURE TREATED
BOARDS. SECURE THE 2" X 8" PRESSURE
TREATED BOARDS WITH 2 FOOT LONG- 2"
X 4" STAKES 3 FEET ON CENTER.

SECURE THE BOARDS TO THE WOODSTAKES WITH FOUR (4) 16 CC SINKER NAILS. SEE DETAIL B ON SHEET 26.

ROW
ROW
2 3
4 5
6 7 8
9 10
11 12
1 13
VARIES
VARIES

NORTH SOUTH
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 20-22_PAVEMENT DATA CHART.dwg 06/09/2022 15:58 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 PAVEMENT DATA CHART 22

EAST WAKE AVENUE CROSS SECTION FROM
STA 3+68E TO STA 12+12.5E
HORIZONTAL SCALE: 1" = 5'VERTICAL SCALE: 1" = 2.5'

17.a
Packet Pg. 270
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 970 966 966
967
967
968
969968 971
970
968 967
969 971
971
971

IMPERIAL AVENUE
ROW

SOUTH IMPERIAL AVENUE
3 17 17
3 9
12' 11.25'
END
STA 26+50S 20
1 13
13 END
STA 27+46.58S
5 END
STA 27+46.77S 6
ROW
ROW
ROW
ROW
ROW

11.5'

PHASE I
12 END STA 27+46.42S 86'
20 24
23 24
24 23
STA 27+17.76S 34
8'
5'

11.25' 18.5'
5'

8.5'
1 24
1 START
STA 25+88.28S

END BAY TAPER/START
STA 24+98.35S 6
END
STA 26+50S 20
STARTSTA 26+55S
21 BEGIN TAPER
STA 24+75.00S

BEGINNING OF ROAD

TRANSITION TAPER
STA 23+92.97S

END OF ROAD

TRANSITION TAPER
STA 23+92.97S
16' 12' 12' 12'

ANGLE POINT
STA 24+75.00S
5'
5'
20 9 15
15 9
30 30
31 31

ANGLE POINT
STA 23+92.97S 20

7.12' 12' 12'
END TAPER 20
STA 23+92.97S 20

END TAPER

ANGLE POINT
STA 23+92.97S
20 20
20 20
STA 23+01.69S 19

13.05'

13.88'

BEGIN TAPER
STA 23+92.97S 9

13.88'
END
& END TAPERSTA 25+95.28S 12' 16' ANGLE POINT STA 23+92.97S 15

ANGLE POINT
STA 23+92.97S
END TAPER 9
STA 23+92.97S 9
20 8.5' 11.25' 11.25' 20 20

13.5'
12 15
STA 21+00S
STA 22+00S
STA 23+00S
STA 24+00S STA 25+00S STA 26+00S STA 27+00S STA 28+00S
STA 29+00S
STA 3
9 END/BEGIN TAPER
STA 24+75S
3'
5'
9 BEGIN BAY
TAPER
STA 24+08.35S
29 28.12' 29

5.17'
29 STA 27+25.32S 26 33
26 STA 23+21.11S 32
STA 27+38.74S
STA 27+36.96S 35
STA 0+00W
STA 1+00W
ROW
970 966 966
967
96796
968
9689 97096996 971
970
968 967
969 971
971
971

IMPERIAL AVENU ERIAL AVENUE

ROW ROW

PHASE I PHASE
STA 29+00S TA 29+00
STA
ROW

REFER TO PHASE II

IMPROVEMENT

PLANS FOR

CONTINUATION OF

SOUTH IMPERIAL
AVENUE

ROADWAY

EXTENSION
ROW
ROW

PHASE I LIMIT OF

STRIPING

REFER TO SHEETS
33-36 FOR

CALTRANS

CONTINUATION

STRIPING AND

SIGNAGE PLAN
CALTRANS STA 98+65

BEGIN TAPER
STA 22+94.11S 20
20 3'
3'
30 30 30
13 37
5 12

CITY OF EL CENTRO
STA 22+94.11S

REFER TO PHASE

II IMPROVEMENT

PLANS FOR

SIGNAGE AND

STRIPING SOUTH

OF WAKE
AVENUE
PHASE II START STA 27+37.84S 20
START
STA 27+40.56S
START
STA 27+39.01S
28 9
8 28
39 40
38 40
8 12
6 12 14 8 27 26 22 36
39 40
38 40
7 12
6 12
8 8
8 22
28 START STA 25+95.28S 12
END
STA 27+45.66S 21
28 28
PAINT TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE V ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT WHITE 12-INCH THERMO LIMIT LINE 4-FEET PRIOR TO THE CROSSWALK AND PER CALTRANS STANDARD PLAN A24E.

PAINT YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL

22. PAINT 8-INCH-WIDE DIAGONAL AT 25 FEET ON CENTER IN THE RESTRICTED AREA.

PAINT WHITE 6-INCH EDGELINE PER CALTRANS STANDARD DETAIL 27B ONPLAN SHEET A20B.PAINT WHITE 6-INCH-WIDE LANE LINE PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A.

INSTALL RIGHT LANE ENDS SIGN (W9-1) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL RIGHT LANE ENDS (SYMBOL) SIGN (W4-2) SIGN PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL AN 8-INCH WIDE WHITE CHANNELING LINE PER CALTRANS STANDARD PLAN RSP A20D, DETAIL 38.

INSTALL WHITE CONTINENTAL CROSSWALK MARKINGS PER CALTRANS STANDARD PLAN A24F.

INSTALL LANE DROP MARKING PER CALTRANS STANDARD PLAN RSP A20C DETAIL 37B.

INSTALL DOUBLE YELLOW LINE (MEDIAN ISLANDS) PER CALTRANS STANDARD PLAN RSP A20B DETAIL 29.

INSTALL TEMPORARY BARRICADE PER DETAIL P ON SHEET 26.

PAINT TYPE VII (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A.

INSTALL TRAFFIC SIGNAL AHEAD SIGN (W3-3) PER CALTRANS ROAD SIGN STANDARD RS2. WRAP THE SIGN WITH BLACK, NON-REFLECTIVE, PLASTIC

TARPS/COVERS UNTIL SIGNALIZATION IS ACTIVATED AT THE INTERSECTION OF SOUTH IMPERIAL AVENUE AND WAKE AVENUE.

INSTALL BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL

39. INSTALL INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 39A
INSTALL RIGHT LANE MUST TURN RIGHT (R3-7R) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL BIKE LANE PAVEMENT MARKINGS WORDS PER CALTRANS
STANDARD PLAN A24D.

INSTALL BIKE LANE PAVEMENT MARKINGS ARROW PER CALTRANS
STANDARD PLAN A24A.

INSTALL AHEAD SIGN (W16-9) PER CALTRANS ROAD SIGN STANDARD RS2.INSTALL BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2.INSTALL RIGHT ARROW SIGN (M6-1) PER CALTRANS STANDARD RS2.INSTALL LANE LINE EXTENSION THROUGH INTERSECTION MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 40.

INSTALL YELLOW CENTER MEDIAN BAY TAPER.INSTALL WHITE 4-INCH CHEVRON MARKING WITHIN THE BIKE LANE RESTRICTED AREA.

INSTALL BIKE LANE SYMBOL PER CALTRANS STANDARD PLAN A24C.INSTALL NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2.

INSTALL "END" SIGN (M4-6) PER CALTRANS STANDARD RS2.INSTALL "BEGIN" SIGN (M4-14) PER CALTRANS STANDARD RS2.INSTALL "USE CROSSWALK" WITH LEFT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL "USE CROSSWALK" WITH RIGHT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL BLUE RAISED PAVEMENT MARKER PER CALTRANS STANDARD PLAN A20A.

INSTALL "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2.INSTALL "STOP" LEGEND PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D.

OPTIONAL. INSTALL ONLY IF SIGNALIZATION HAS NOT BEEN INSTALLED OR ACTIVATED PRIOR TO OPENING THE INTERSECTION OF SOUTH IMPERIALAVENUE AND WAKE AVENUE.

PAINT TOP AND SIDE OF CURB RED.

SIGNAGE AND STRIPING KEYNOTES
23 SIGNAGE AND STRIPING PLAN
0' 30' 60' 90'
SCALE: 1"=30'
30'
W3-3

STRIPING QUANTITY CHART

KEYNOTE STRIPING TYPE STRIPING COLOR QUANTITY

TYPE I ARROW

TYPE V ARROWTYPE III (L) ARROW
8-INCH CHANNELING LINE

WHITEWHITE
EAEAEA

WHITE LFWHITE
6-INCH CENTER LINE WHITE LF
EA
WHITE
WHITE
EA
LF

TYPE III (R) ARROW

LIMIT LINE
8-INCH DIAGONAL LINE WHITE SF

CENTER LINE YELLOW LF

LANE DROP MARKINGS WHITE
WHITE
1 23
4 5
6 7
8 9
12 13
14 6-INCH EDGE LINE WHITE LF
UNIT
12 06
13101480
3 2
120
15151915
LF 200

CONTINENTAL CROSSWALK

MARKINGS
4480

SIGNAGE CHART

SIGN/PLAQUE SIGN DESIGNATION SIZE BACKGROUND COLOR QUANTITY

RIGHT LANE ENDS
(SYMBOL) SIGN
"RIGHT LANE ENDS" SIGN

TRAFFIC SIGNAL AHEAD
(SYMBOL) SIGN
W4-2
W9-1
W3-3
36"X36"36"X36"30"X30"

YELLOWYELLOW
11 YELLOW 3
15 MEDIAN ISLAND YELLOW LF 137017 TYPE VII (R) ARROW WHITE EA 418 TYPE VI ARROW WHITE EA 3

CALTRANS CITY OF EL CENTRO
20 BIKE LANE LINE WHITE LF 790

INTERSECTION BIKE LANE
LINE 21 WHITE LF 105
BIKE LANE PAVEMENTMARKINGS WORDS 23 WHITE EA 2BIKE LANE PAVEMENTMARKINGS ARROWS 24 WHITE EA 4

RIGHT LANE MUST TURNRIGHT
R3-7R 36"X36" WHITE 2
NOTE:

CONTRACTOR SHALL COORDINATE WITH CALTRANS REPRESENTATIVE(S) FOR

PAVEMENT MARKING DETAIL AND SIGNAGE MODIFICATION REQUIRMENTS PER CALTRANS ENCROACHMENT PERMIT WITHIN CALTRANS RIGHT OF WAY. AHEAD SIGN W16-9 24"X12" YELLOW 2 BIKE LANE SIGN R81 (CA) 12"X8" WHITE 2RIGHT ARROW SIGN M6-1 21"X15" WHITE 1 28 LANE LINE EXTENSION WHITE LF 100

KEYNOTE
10 11
19 22252627
29 BAY TAPER YELLOW LF 9530 4-INCH CHEVRONS WHITE EA 70 31 BIKE LANE SYMBOL WHITE EA 2
Exp. 12-31-22
No. 31773
AJ M
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JOB NO.

OF SHEETS 36
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
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TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 23-25_STRIPING PLAN - Copy.dwg 06/09/2022 16:09 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 R81 (CA)
R81 (CA)
R3-2
M4-6
M4-14
"USE CROSSWALK" WITH

LEFT ARROW SIGN
R9-3bP 36"X48" WHITE 1 35
"USE CROSSWALK" WITH

RIGHT ARROW SIGN
R9-3bP 36"X48" WHITE 1 36
9-3bP
9-3bP
37 RAISED PAVEMENT BLUE EA 1 MARKER
MATCHLINE STA 0+94.77 W WITH RIGHT
ON SHEET 24
MATCHLINE STA 0+94.00 E WITH TOP LEFT ON SHEET 25
"STOP" SIGN R1-1 30"X30" RED 2 38
39 STOP LEGEND WHITE EA 6

17.a
Packet Pg. 271
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 19' 12' END STA 8+34W 3
1 6

WAKE AVENUE
END
STA 8+34W 8
STARTSTA 7+01.07W 6
6 8
8 8
8 9'
12' 12' 12' 13.5' END 6 STA 6+34.54W 6

ANGLE POINT
STA 3+44.41W 8
3 1
4 4
END
STA 3+44.44W
END
STA 3+44.38W
12 12
5 13
13 ROW
ROW
16'

COTTONW
DRIV

ROW ROW ROW ROW
12'
STA 1+00W
STA 4+00W STA 3+00W STA 2+00W STA 8+00W STA 7+00W STA 6+00W STA 5+00W STA 8+34W
STARTSTA 0+59.35W
START
STA 0+58.95W
STARTSTA 0+59.78W
STARTSTA 0+58.46W 8
END
STA 5+28.19W 8
END
STA 4+34.32W 8
END
STA 3+87.85W 8
END
STA 2+40.00W
8 END
STA 1+56.00W 8 END
STA 0+96.41W 8
STARTSTA 1+35.36W
8 START
STA 1+70.00W 8
3'
1 STARTSTA 2+71.00W
8 END
STA 2+94.39W
8 START
STA 3+27.67W 8
START
STA 4+11.44W 8
ROW
STARTSTA 4+65.90W 8
ROW
7 7
7 7
7 7 7
7 7
STA 0+82.00W 22
STA 0+70.00W 38
39 39 12
12 6
27'
5 41
37 37
9'
3'
9'
3'
STA 5+15.22W 19
6 6
40 40
40 STA 4+33.22W 22 25
28 28
PAINT TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE V ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT WHITE 12-INCH THERMO LIMIT LINE 4-FEET PRIOR TO THE CROSSWALK AND PER CALTRANS STANDARD PLAN A24E.

PAINT YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL

22. PAINT 8-INCH-WIDE DIAGONAL AT 25 FEET ON CENTER IN THE RESTRICTED AREA.

PAINT WHITE 6-INCH EDGELINE PER CALTRANS STANDARD DETAIL 27B ONPLAN SHEET A20B.PAINT WHITE 6-INCH-WIDE LANE LINE PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A.

INSTALL RIGHT LANE ENDS SIGN (W9-1) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL RIGHT LANE ENDS (SYMBOL) SIGN (W4-2) SIGN PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL AN 8-INCH WIDE WHITE CHANNELING LINE PER CALTRANS STANDARD PLAN RSP A20D, DETAIL 38.

INSTALL WHITE CONTINENTAL CROSSWALK MARKINGS PER CALTRANS STANDARD PLAN A24F.

INSTALL LANE DROP MARKING PER CALTRANS STANDARD PLAN RSP A20C DETAIL 37B.

INSTALL DOUBLE YELLOW LINE (MEDIAN ISLANDS) PER CALTRANS STANDARD PLAN RSP A20B DETAIL 29.

INSTALL TEMPORARY BARRICADE PER DETAIL P ON SHEET 26.

PAINT TYPE VII (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A.

INSTALL TRAFFIC SIGNAL AHEAD SIGN (W3-3) PER CALTRANS ROAD SIGN STANDARD RS2. WRAP THE SIGN WITH BLACK, NON-REFLECTIVE, PLASTIC

TARPS/COVERS UNTIL SIGNALIZATION IS ACTIVATED AT THE INTERSECTION OF SOUTH IMPERIAL AVENUE AND WAKE AVENUE.

INSTALL BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL

39. INSTALL INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 39A
INSTALL RIGHT LANE MUST TURN RIGHT (R3-7R) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL BIKE LANE PAVEMENT MARKINGS WORDS PER CALTRANS
STANDARD PLAN A24D.

INSTALL BIKE LANE PAVEMENT MARKINGS ARROW PER CALTRANS
STANDARD PLAN A24A.

INSTALL AHEAD SIGN (W16-9) PER CALTRANS ROAD SIGN STANDARD RS2.INSTALL BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2.INSTALL RIGHT ARROW SIGN (M6-1) PER CALTRANS STANDARD RS2.INSTALL LANE LINE EXTENSION THROUGH INTERSECTION MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 40.

INSTALL YELLOW CENTER MEDIAN BAY TAPER.INSTALL WHITE 4-INCH CHEVRON MARKING WITHIN THE BIKE LANE RESTRICTED AREA.

INSTALL BIKE LANE SYMBOL PER CALTRANS STANDARD PLAN A24C.INSTALL NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2.

INSTALL "END" SIGN (M4-6) PER CALTRANS STANDARD RS2.INSTALL "BEGIN" SIGN (M4-14) PER CALTRANS STANDARD RS2.INSTALL "USE CROSSWALK" WITH LEFT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL "USE CROSSWALK" WITH RIGHT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL BLUE RAISED PAVEMENT MARKER PER CALTRANS STANDARD PLAN A20A.

INSTALL "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2.INSTALL "STOP" LEGEND PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D.

OPTIONAL. INSTALL ONLY IF SIGNALIZATION HAS NOT BEEN INSTALLED OR ACTIVATED PRIOR TO OPENING THE INTERSECTION OF SOUTH IMPERIALAVENUE AND WAKE AVENUE.

PAINT TOP AND SIDE OF CURB RED.

SIGNAGE AND STRIPING KEYNOTES
24 SIGNAGE AND STRIPING PLAN
0' 30' 60' 90'
SCALE: 1"=30'
30'
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 23-25_STRIPING PLAN - Copy.dwg 06/09/2022 16:16 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97

REFER TO SIGNAGE CHART AND

STRIPING QUANTITY CHART ON
SHEET 23
R3-7R
R1-1
MATCHLINE STA 0+94.77 W WITH RIGHT ON SHEET 23
W3-3
W16-9
R3-7R

17.a
Packet Pg. 272
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 970
970
968
968
968
968
969 969
969
969
969
969
969
969
969
969
969 969
69 969
969
969
969
END
STA 12+13E 8
12'
12'
6 8 6 6 6 8 8 8
R35'
R35'
8 8
8 8
7 7
7 7
8 6
6 END 8
END 8
ND
TA 6+13.09E 15 8 8 8 8
END
STA 13+33.65E
END
STA 12+13E 8
STA 12+13E
E
STA 7+00E STA 8+00E STA 9+00E STA 10+00E STA 11+00E
STA 12+00E
SS
E
970 970
970
970
970 970 0
970
970
969
969
969
969
12 12
1 6
START
STA 6+13.09E 6
END
STA 3+68.00E 12
6 6
8 8
6 8

13.5' 12' 12' 12' 11.5' 18 WAKE AVENUE END STA 3+68.00E 12 END STA 6+13.09E 15 START STA 3+67.90E 15 END STA 3+67.90E 6 3 4
1 3
4 12 12
END
STA 2+68.07E 14

ANGLE POINT
STA 3+68.00E 8

ANGLE POINT
STA 6+13.07E 8
18 18 18
5 13
13 13
ROW
50' 100'
STA 0+00W
8 8
8 8

ANGLE POINT
STA 6+13.07E 8

ANGLE POINT
STA 3+68.00E 8
25 STA 27+00S
STA 28+00S
26 27
STA 4+27.85E
STA 0+86.02E
STA 1+43.95E STA 2+43.95E 10 11
22 22
15 15
15 1
STARTSTA 0+59.35W
STARTSTA 0+58.95W
STARTSTA 0+59.78W
START
STA 0+71.09E 14
28 STARTSTA 0+58.46W 8
7 STA 0+82.00W 22
STA 0+70.00W 38
STA 0+68.53E
28 START
STA 0+58.92E
START
STA 0+58.92E
12 12
START
STA 0+58.92E
39 39 12
12 6
39 39
STARTSTA 3+68.00E 14 END STA 4+58.00E 14 START STA 4+58.00E 15 START
STA 0+55.85E 8
37 27'
5 41 STA 6+22.91E 19
40 40
40 40
40 40
28 28
START
STA 0+58.92E 8

LIMIT LINE
STA 0+58.92E 5
38 INSTALL INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 39A
INSTALL RIGHT LANE MUST TURN RIGHT (R3-7R) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL BIKE LANE PAVEMENT MARKINGS WORDS PER CALTRANS
STANDARD PLAN A24D.

INSTALL BIKE LANE PAVEMENT MARKINGS ARROW PER CALTRANS
STANDARD PLAN A24A.

INSTALL AHEAD SIGN (W16-9) PER CALTRANS ROAD SIGN STANDARD RS2.INSTALL BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2.INSTALL RIGHT ARROW SIGN (M6-1) PER CALTRANS STANDARD RS2.INSTALL LANE LINE EXTENSION THROUGH INTERSECTION MARKING PER CALTRANS STANDARD PLAN A20D DETAIL 40.

INSTALL YELLOW CENTER MEDIAN BAY TAPER.INSTALL WHITE 4-INCH CHEVRON MARKING WITHIN THE BIKE LANE RESTRICTED AREA.

INSTALL BIKE LANE SYMBOL PER CALTRANS STANDARD PLAN A24C.INSTALL NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2.

INSTALL "END" SIGN (M4-6) PER CALTRANS STANDARD RS2.INSTALL "BEGIN" SIGN (M4-14) PER CALTRANS STANDARD RS2.INSTALL "USE CROSSWALK" WITH LEFT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL "USE CROSSWALK" WITH RIGHT ARROW SIGN (R9-3bP) PER CALTRANS STANDARD RS2.

INSTALL BLUE RAISED PAVEMENT MARKER PER CALTRANS STANDARD PLAN A20A.

INSTALL "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2.INSTALL "STOP" LEGEND PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D.

OPTIONAL. INSTALL ONLY IF SIGNALIZATION HAS NOT BEEN INSTALLED OR ACTIVATED PRIOR TO OPENING THE INTERSECTION OF SOUTH IMPERIALAVENUE AND WAKE AVENUE.

PAINT TOP AND SIDE OF CURB RED.

PAINT TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE V ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT WHITE 12-INCH THERMO LIMIT LINE 4-FEET PRIOR TO THE CROSSWALK AND PER CALTRANS STANDARD PLAN A24E.

PAINT YELLOW CENTERLINE PER CALTRANS STANDARD PLAN A20A, DETAIL

22. PAINT 8-INCH-WIDE DIAGONAL AT 25 FEET ON CENTER IN THE RESTRICTED AREA.

PAINT WHITE 6-INCH EDGELINE PER CALTRANS STANDARD DETAIL 27B ONPLAN SHEET A20B.PAINT WHITE 6-INCH-WIDE LANE LINE PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A.

INSTALL RIGHT LANE ENDS SIGN (W9-1) PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL RIGHT LANE ENDS (SYMBOL) SIGN (W4-2) SIGN PER CALTRANS ROAD SIGN STANDARD RS2.

INSTALL AN 8-INCH WIDE WHITE CHANNELING LINE PER CALTRANS STANDARD PLAN RSP A20D, DETAIL 38.

INSTALL WHITE CONTINENTAL CROSSWALK MARKINGS PER CALTRANS STANDARD PLAN A24F.

INSTALL LANE DROP MARKING PER CALTRANS STANDARD PLAN RSP A20C DETAIL 37B.

INSTALL DOUBLE YELLOW LINE (MEDIAN ISLANDS) PER CALTRANS STANDARD PLAN RSP A20B DETAIL 29.

INSTALL TEMPORARY BARRICADE PER DETAIL P ON SHEET 26.

PAINT TYPE VII (R) ARROW PER CALTRANS STANDARD PLAN A24B.PAINT TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A.

INSTALL TRAFFIC SIGNAL AHEAD SIGN (W3-3) PER CALTRANS ROAD SIGN STANDARD RS2. WRAP THE SIGN WITH BLACK, NON-REFLECTIVE, PLASTIC

TARPS/COVERS UNTIL SIGNALIZATION IS ACTIVATED AT THE INTERSECTION OF SOUTH IMPERIAL AVENUE AND WAKE AVENUE.

INSTALL BIKE LANE MARKING PER CALTRANS STANDARD PLAN A20D DETAIL

39. SIGNAGE AND STRIPING KEYNOTES
0' 30' 60' 90'
SCALE: 1"=30'
30'
W9-1
W4-2

REFER TO SIGNAGE CHART AND

STRIPING QUANTITY CHART ON
SHEET 23
R3-7R
R3-7R
W16-9
R81 (CA)
M6-1
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
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F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 23-25_STRIPING PLAN - Copy.dwg 06/09/2022 16:23 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 25 SIGNAGE AND STRIPING PLAN R1-1
MATCHLINE STA 0+94.00 E WITH TOP ON SHEET 23

END OF STRIPING AND SIGNAGE FOR EAST WAKE
AVENUE AT STA 13+47.94
MATCHLINE STA 0+94.077 W SEE SHEET 24
W3-3

17.a
Packet Pg. 273
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

CAP DETAIL
WATER

CAST IRON VALVE BOX
6"
3' MIN. COVER

VALVE(NOT IN THIS ASSEMBLY)
SHAFT

EXTENSION
POUR 2'-0" X 2'-0" X 6" DEEP CONC. AS REQUIRED 7 1/2"
(OR SIMILAR)

VALVE BOX AND COVER ASSEMBLY DETAIL
CITY OF EL CENTRO STANDARD DETAIL EC-701
NTS
G
CONC. RING
(5,000 P.S.I.)
MONUMENT TYPE "B"

MON NOT TO SCALE

CONCRETE FILL

AROUND FRAMEAND COVER
F'c=5000 P.S.I. H.R.
(7 SACK MIX)
24"
10 3/4"
8"

SET BRASS DISK OR CAP WHICHCLEARLY DISPLAYS THE CALIFORNIA

REGISTRATION NUMBER OF THELAND SURVEYOR OR CIVIL

ENGINEER FOR THE ESTABLISHING

THE MONUMENT

CLASS II

AGGREGATE BASE

OR PIT RUN SAND

WITH A SAND

EQUIVALENT OF
>30 COMPACTED
TO 90% MAX.

DENSITY.

REINFORCED

CONCRETE CYLINDER
5"-6" DIA. MINIMUM 24"
LONG

CAST IRON FRAME
AND COVERALHAMBRA FOUNDRYA-2925 OR ANAPPROVED EQUAL

PAVEMENT FINISHED

SURFACE
1/2" MIN

ALL AROUND
12" MIN 4"
18" MIN.

MONUMENT CYLINDER/FRAME AND COVER
CITY OF EL CENTRO STANDARD DETAIL EC-1200 B
H
NOTES:
24"

WHENEVER PRACTICABLE, THE FRAME AND COVER SHALL BE PLACED DIRECTLY OVER THE INLET OF THE STRUCTURE EXCEPT AS OTHERWISENOTED ON THE PLANS.

GRADE RINGS SHALL BE SET PLUMB.

PLACE CEMENT GROUT IN THE OPENINGS BETWEEN PRECAST MANHOLEUNITS AND GRADE RINGS FLUSH WITH THE INTERIOR AND EXTERIOR SURFACES PRIOR TO APPLYING THE RAVEN 405 (OR APPROVED EQUAL)COATING OR COMPLETING BACKFILL WORK AROUND THE EXTERIOR OF THE MANHOLE.

1. 2.

3. MANHOLE FRAME AND COVER

SHALL BE ALHAMBRA FOUNDRY
A-1497 (SEWER) OR A-1325 (STORM
DRAIN) OR AN APPROVED EQUAL.

INSTALL A 1'-0" WIDE, 1'-0" DEEP CONCRETE
RING CIRCUMFERENTIALLY AROUND THEMANHOLE FRAME. PLACE THE CONCRETERING 3 8 INCH BELOW WITH THE EXISTING
PAVEMENT OR 0.10 FEET ABOVE NATIVE
SURFACES. MANHOLE FRAME AND COVER TO
BE LOWERED 0.30 FEET BELOW GRADE PRIOR
TO PAVING. MANHOLE FRAME AND COVER
SHALL BE RAISED TO A VERTICAL POSITION 3
8 INCHES BELOW THE FINISH A.C. PAVEMENT
SURFACE AFTER PAVING OPERATIONS ARECOMPLETE.

PLACE CEMENT FLUSH WITH

THE INTERIOR AND

EXTERIOR SURFACES OF

THE MANHOLE ALONG ALL
CONCRETE JOINTS.

PLACE GRADE RINGS ASREQUIRED TO ADJUST THEMANHOLE COVER TO GRADE. 1'-0"
TYP.

ADJ. RING
11" MAX.
1'-0"
TYP.
3"
9"
3 8"
NTS

MANHOLE FRAME AND COVER F
8"
TYP.
3'-0"
TYP.
3'-0"
INSTALL 2-INCH THICK, 8-INCH HIGH PRESSURE
TREATED FORM BOARD.

INSTALL 24-INCH LONG HIGH PRESSURE TREATED 1 X
2 (FINISHED SIZE = 3/4-INCH X 1 1/2-INCH ) DOUGLAS
FIR TAPERED STAKES 3'-0" ON CENTER ALONG THE

EXTERIOR PERIMETER OF THE PRESSURE TREATED
FORM BOARD. INSTALL TWO (2) NUMBER 8
GALVANIZED 2-INCH LONG NAILS TO SECURE THESTAKE TO THE PRESSURE TREATED FORM BOARD.

HEADER FORM BOARD DETAIL
NTS

COLD PLANE DETAIL
B
NTS
A
NOTES:

INSTALL NEW
A.C. PAVEMENT.

EXISTING A.C.PAVEMENT.

EXISTING BASE
MATERIAL.

INSTALL NEW
CLASS 2 BASE.

0.20' 2'-0"
2 1
3 COLD PLANE 2 FOOT WIDE X 0.20 FOOT DEEP AREA FOR THE FULL WIDTH OF THE A.C. PAVEMENT.

TACK COAT THE SAW-CUT A.C. PAVEMENT EDGE AND COLD PLANED AREA WITH A GRADE SS-1H EMULSIFIED ASPHALT AT AN APPROXIMATE RATE OF 0.05 TO 0.10 GALLON PER SQUARE YARD. THE SS-1HEMULSIFIED ASPHALT SHALL BE UNIFORMLY APPLIED PRECEDING THEPLACEMENT OF THE NEW ASPHALT CONCRETE. THE SURFACE SHALL

BE FREE OF WATER, FOREIGN MATERIAL OR DUST WHEN THE TACK COAT IS APPLIED.OVERLAY HEADER AREA TO MATCH NEW AND EXISTING A.C. SURFACES.

WHERE PAVEMENT IS INSTALLED ON A PROJECT ON MORE THAN ONE

DAY, A HEADER (AS HERE IN DESCRIBED) MUST BE PROVIDED AT THE CONSTRUCTION JOINT.
1 2
3 4
7,8,10,11
6-INCH P.C.C. CURB AND GUTTER DETAIL
CITY OF EL CENTRO STANDARD DETAIL EC-200
NTS
CL
2"
18"
1"
2"
R 3/4"
R 3/8"
12 1/2"
6"
R 1"
27"

ROADBED WIDTH TO THIS POINT
1"
6"
6" CURB FACE

SURFACING
2%

ASPHALT
2%
R 1/4"
6" MIN CLASS 2 BASECOMPACTED TO 95% OF MAX
DRY DENSITY PER ASTM 1557.

UNLESS OTHERWISE NOTED
SCALE: N.T.S.

LEVEL LINE
6"
NOTES:

REFER TO CURB & GUTTER JOINTS STANDARDS EC-210 FOR EXPANSION AND WEAKENEDPLANE JOINTS. SEE DETAIL X ON SHEET 33.

THE GUTTER SURFACE, CURB SURFACE, TOP OF CURB, AND SIDEWALK SURFACE SHALL RECEIVE A DOUBLETROWEL FINISH.THE CURB AND GUTTER EDGES SHALL BE PLACED TO LINE AND GRADE. VERTICAL ELEVATIONS SHALL NOT VARY MORE THAN ± 0.01' WITH MAXIMUM VARIANCE 0.02' FROM DESIGN GRADE OCCURRING IN ANY GIVEN 100 FOOT SECTION. THE HORIZONTAL CURB AND GUTTER EDGES SHALL NOT VARY MORE THAN 1/4" IN ANY GIVEN 100-FOOT SECTION.

SIDEWALK WILL BE INSTALLED AND ADJOINED TO THE CURB AND GUTTER AS ILLUSTRATED ON THE PLANS.

THE P.C.C. SHALL CONTAIN 7 SACKS OF CEMENT PER CUBIC YARD AND ATTAIN A COMPRESSIVE STRENGTH OF 5,000 PSI AFTER 28 DAYS.
1 2345
C
6'-6" MIN. WIDTH AS SHOWN ON PLAN
5'-0" MIN.

PL
0'-6"
1/2" PER FT. MAX 1/4" PER FT.

PARKWAY
R1/2"

NON-CONTIGUOUS

WEAKENED PLANE
JOINT 2" (BEYOND)
1/4" PER FT.
4"

WEAKENED PLANE
JOINT 2" (BEYOND)
R1/2"
PL

CONTIGUOUS

WIDTH AS SHOWN ON PLAN
5'-0" MIN.

R1/2"
NOTES:1. CONCRETE SHALL BE CLASS B, 5000 PSI.2. SEE STANDARD DRAWING EC-401 & EC-402 FOR ADDITIONAL INFORMATION.3. LIGHT BROOM FINISH SHALL BE USED FOR SIDEWALK. (TYP.)
12'-0"
12'-0"
NOTE:PARKWAY ELEVATION
SHALL MATCH TOP OFCURB ELEVATION.
8"
3"
SCALE: N.T.S.

INSTALL 4-INCHES OF
GRANULAR SAND MATERIAL.COMPACT THE GRANULARSAND MATERIAL TO 95 PERCENT MAXIMUM DENSITYPER ASTM D-1557.
5-FOOT WIDE P.C.C. SIDEWALK DETAIL
CITY OF EL CENTRO STANDARD DETAIL EC-400
NTS
D
26 26 26 26
2'
TOP OF PAVEMENT 1"

NON-CONTIGUOUS

SIDEWALK
1/2" EXPANSION

JOINT WITH EPOXY
SEALER EACH END.
5'-0" MIN 6'-6" MIN PARKWAY PARKWAY
R/W
2%
MAX
6" THICK CONCRETE
DRIVEWAY W/4"

THICK CLASS II BASE
COMPACTED TO 95%

OF MAXIMUM
DENSITY 9.67%
MAX

DEPRESSED CURB
2'-0" GUTTER 2'-0"
PLAN
REFER TO EC-260 FOR

SIZE & LOCATION

TOP OF CURB
12"R TYP. DRIVEWAY CURB OPENING

DRIVEWAY WIDTH

ELEVATION

GUTTER FL
12"R TYP.

EDGE OF

SIDEWALK
NORMAL RISE 1/4" PER FT.
6"
MIN
MINIMUM 6" THICK
CLASS II BASECOMPACTED TO 95%
OF MAX. DRY

DENSITY UNDERDRIVEWAY

SECTION
1/2"R
1 1/4" ABOVE GUTTER

1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND
SUBGRADE ARE INSPECTED BY THE CITY.

2. CONCRETE SHALL BE CLASS B, 5,000 PSI.

3. SEE STANDARD DRAWING EC-260 FOR WIDTH AND

LOCATION REQUIREMENTS

4. SEE STANDARD DRAWINGS EC-200 AND EC-210 FOR
CURB AND JOINT DETAIL.

5. DRIVEWAY AND CURB/GUTTER ARE NOT TO BE
POURED MONOLITHIC.

DRIVEWAY DETAIL
CITY OF EL CENTRO STANDARD DETAIL EC-230
NTS
E
26 INSTALL 4-INCHES OF

GRANULAR SAND
MATERIAL. COMPACT THE

GRANULAR SAND MATERIAL
TO 95 PERCENT MAXIMUM
DENSITY PER ASTM D-1557.
26 26 26
7,8,9,10,11,12 7,8,9,11,12 7,8,9,10,12
7,8,11 7,8,9,10,11,12 7,8,9,11,12 7,8,9
0'-6"
45°
6' 3'
CURB

TRANSITION
3' 6'
CURB

TRANSITION
45°
PLAN
32'DEPRESEED CURB WITH 1" LIP
20'
N.T.S.

FACE OF
CURB
80'

IID EASEMENT

INSTALL YELLOW

DETECTABLE WARNING
SURFACE PER CALTRANSSTANDARD PLAN A88A.

INSTALL
3' 3'
X
5'
X
6' 20' 6' 3'

ELEVATION

SIDEWALK

GUTTER GRADE

CURB FACE

BOTTOM OF CURB
3'
INSTALL 6" P.C.C. DEPRESSED
CURB AND GUTTER.

SECTION X-X
N.T.S.
12"

SLOPE PER PLAN
8" 1 1/4" LIP

CURBFACE
6'
ASTM D-1557.INSTALL 12 INCHES OF CLASS IIBASE. THE BASE MATERIAL SHALLBE COMPACTED TO 95 PERCENTOF MAXIMUM DENSITY PER INSTALL NUMBER 5

REINFORCING BARS
1-FOOT ON CENTER
EACH WAY.
3"

INSTALL
8"

GRADE BREAK
INSTALL CLASS 2

BASE COMPACTED
TO 95 PERCENT OF
MAXIMUM DENSITYPER ASTM D-1557.DEPTH PER PLANS
6"
MIN.
3"
7"
12"
INSTALL 8" DEEP P.C.C. IID DRIVEWAY ENTRANCE.

THE P.C.C. SHALL CONTAIN 7 SACKS OF CEMENT
PER CUBIC YARD AND ATTAIN 5,000 P.S.I.

COMPRESSIVE STRENGTH AFTER 28 DAYSCURING. THE P.C.C. SHALL CONTAIN 1 1/2 IBS OF POLYPROPYLENE FIBER PER CUBIC YARD.
5' 5'

RESIDENTIAL DRIVEWAY
IID
EASEMENT S. IMPERIAL AVE. W ROW
SLOPE PER PLAN-1.5% MAX.

A.C. PAVEMNET
I.I.D. ACCESS DRIVEWAY
N.T.S.

R=3/8"

WEAKENED PLANE JOINT
1/4"
N.T.S.
3/16"
R=3/8"
N.T.S.
1/4"
R=3/8"
R=3/8"
1/4"

EXPANSION JOINT

ASPHALTIC JOINT SEALER

OR CELOTEX FIBER BOARD
321

PLACE WEAKENED PLANE JOINT AT
APPROXIMATELY 15' INTERVALS.

PLACE EXPANSION JOINT AT APPROXIMATELY
30' INTERVALS.

PLACE TOOLED JOINT AT APPROXIMATELY 5'
INTERVALS.

NOTES:
5' 6'
RAMP

INSTALL

EXPANSION
JOINT

INSTALL

WEAKENED

PLANE JOINT
5' 5' 5' 5'
4"
R=1/8"
R=1/8"
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE
1601 N. Imperial Ave.

El Centro, CA 92243
(760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 26-27_DETAILS.dwg 06/09/2022 16:26 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 26 DETAIL SHEET

17.a
Packet Pg. 274
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

BARRICADE DETAIL M
NTS 24-26
I
7,8,9,12
5'-0" 2'-0"
4'-0"
3/16"

DETAILSEE OPENING
6" MIN.
6" 2'-0"
1/4"/FT.
2'-6"
CLEAR

OPENING
SEE NOTE 1
1/2" X 10" ANCHORBOLTS AT 24" O.C.
1" CLEAR.

DETAIL
6"
MIN.
6"
2"
4"
SEE NOTE 3
5 - #5 REINF. BARS.
1/4"/FT.
2 1/2" CLR.
8" MIN.

MIN.
6"
SLOPE TO OUTLET 1/2"/FT.

SECTION
5 - NO. 5
5'-0"4'-0"
6"
SLOPE
4'-0" (SEE NOTE 1)
13'-0"
4'-0"
SLOPE
5" SLOPE
PLAN
5'-0"
CURB FACE.

FLOWLINE SHOWN ON
PLAN AND PROFILE.
5 - NO. 5 BARS
AT 4" ± O.C.

NO. 5 BARS AT 12" O.C.

VERT. & HORIZ. (TYP.)
24" X 24" CAST IRON FRAME
AND COVER "NEENAH" R-1810.

FLOWLINE SHOWN ONPLAN AND PROFILE.
3/8" A.C. ABOVE
CONCRETE.

A.C PAVING.

CURB FACE
#5 REINF. BARS,

HORIZONTAL FULL LENGTH
OF APRON AND WALL.

SEE PIPE DIAMETER ON
IMPROVEMENT PLANS.

MIN. 2 1/2"
CONC. COVER ALL
REINF. STEEL.
24" X 24" CAST IRON
FRAME AND COVER.
#5 REINF. BARS AT 12"
O.C. BOTH WAYS (TYP.)
5,000 P.S.I. CONCRETE.

INSTALL 18 INCHES OF
CLASS 2 BASE
BENEATH THE CATCHBASIN. COMPACT TO
95 PERCENT OF
MAXIMUM DENSITYPER ASTM D-1557.
6"
NO. 5 REINF.BARS AT 12" O.C.

BACK OF CURBBEYOND CATCH BASIN.
1/2"Ø BARS AT 4" O.C.

CONSTRUCTION
JOINT.

BELOW.

EXPANSION JOINT.
7' - 0"
1' TYP.

NOTES:

DEPTH VARIES
2"
1'-0"

PIPE ZONE VARIES
1 1
VARIES

1. TRENCH DEPTH VARIES.

2. WHERE THE PERMIT OF A GOVERNING AGENCY SETS FORTH REQUIREMENTS MORE

STRINGENT THAN THOSE STATED HEREIN, THE CONTRACTOR SHALL ADHERE TO THE AGENCY REQUIREMENTS.

3. WHERE THE TRENCH DEPTH EXCEEDS 3', THE PIPELINE CONTRACTOR SHALL UTILIZE ANY OF THE FOLLOWING METHODS FOR EXCAVATION AND TRENCH STABILIZATION. THE

METHOD OF EXCAVATION AND TRENCH STABILIZATION SHALL BE APPROVED BY CAL OSHA.

A) SHORING AS APPROVED BY THE ENGINEER.

B) SLOPING BOTH TRENCH SIDES AT A 1:1 MAXIMUM ABOVE THE BOTTOM 3 FEET.

C) "STEPPING OR BENCHING" BOTH TRENCH SIDES AT 3 FOOT VERTICAL INCREMENTS, THE WIDTH OF EACH BENCH SHALL BE THE SAME AS THE BOTTOM 3 FEET.

D) USE OF A STEEL SHIELD.E) USE OF TRENCH JACKS.
1 BACKFILL TRENCH WITHNATIVE MATERIAL

COMPACTED IN MAXIMUM
12 INCH LIFTS TO 95

PERCENT OF MAXIMUMDENSITY PER ASTM D -
1557. SUBSEQUENT LIFTS

SHALL NOT BE INSTALLED

UNTIL PREVIOUS LIFTSHAVE BEEN TESTED AND
APPROVED.

INSTALL NEW

STORMWATER
PIPELINE. DIAMETERPER PLANS.

INSTALL GRANULAR SAND
MATERIAL WITH SANDEQUIVALENT OF 35 OR
GREATER. COMPACT THE SAND
BACKFILL TO 95 PERCENT OFMAXIMUM DENSITY PER ASTMD-1557. 6"
3"
8"
INSTALL NEW A.C.

PAVEMENT PER PLAN
SHEET 3.

INSTALL DECOMPOSED

GRANITE OR TAN GRAVEL
MULCH PER PLAN SHEET 3.

STORM WATER TRENCH DETAIL J
NTS
27 27 27
PER PLANA.C. PAVEMENT DEPTH

THE CURB EDGES SHALL BE PLACED TRUE TO LINE AND
GRADE. VERTICAL ELEVATIONS SHALL NOT VARY MORE THAN
±0.01' WITH A MAXIMUM VARIANCE OF 0.02' FROM DESIGN
GRADE OCCURRING IN ANY GIVEN 100 FEET SECTION. THE
HORIZONTAL CURB EDGES SHALL NOT VARY MORE THAN 1/4"
INCH IN ANY GIVEN 100 FOOT SECTION.

BARRIER CURB SHALL BE TYPE 5 CONCRETE AND ATTAIN A
28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI.
9"
NOTES:

3. 2.1.
7" 6"

GRADING PLAN)

LANDSCAPE AREA OR SIDEWALK (SEE
6 1 5/8"
R=1"
6"
9"
@ 60' O.C.

EXPANSION JOINT

JOINT FILLER

ASPHALT
1/2"
1"R

WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT A
MINIMUM OF 12-FOOT INTERVALS, EXCEPT THAT THE

INTERVAL SHALL BE VARIED TO ALLOW MATCHING OF JOINTS
OF ADJACENT NEW OR EXISTING IMPROVEMENTS.

INSTALL 9 INCHES
OF CLASS 2 BASE.COMPACT CLASS 2
BASE TO 95

PERCENT OF

MAXIMUM DENSITY
PER ASTM D1557.
6"

OR FIBER BOARD

BARRIER CURB DETAIL L
NTS 7,9,12 27
7,8,9,10,12

THE SAME NUMBER OF REFLECTORIZED RAILS
USE 3/8" DIAMETER, 4 1/4" LONG LAG BOLTS (GALVANIZED) FOR FASTENING ITEM 2 TOSTANDARD SPECIFICATION AND TO FHWA TYPE IIIA OR VISUAL IMPACT PERFORMANCE (VIP)OBJECT MARKER RED TYPE N2 SIGN REFLECTOR SHALL CONFORM TO STATE OF CALIFORNIAPRESSURE SENSITIVE ADHESIVE, WHITE AND RED TAPE WITH 6" WIDTH (SEE DETAIL ABOVE).REFLECTIVE TAPE CONSISTS OF REFLECTIVE DIAMOND GRADE SHEETING WITH HIGH TACKTHREE (3) CROSS PANELS TO BE 2" x 8" x VARIES, TIMBER S.4S.

SHALL BE ON EACH SIDE.WHEN RAILS ARE FACING IN TWO DIRECTIONS, NOTES:
6754132
ALL TIMBER TO BE S.4S. WEATHER RESISTANT.RAILS FACING TRAFFIC TO BE REFLECTORIZED.ITEM 1 (MINIMUM 4 BOLTS PER CONNECTION).POST IS TO BE 6" x 6" x VARIES, TIMBER S.4S. --
REFLECTIVE SHEETING.
----
3 5'
7'
45° 45°
RED
CL
6"
6"
3' MIN.
28'
NOTE:
60'46'54'40'
7544
20' ALLEY

ROADWAY

WIDTH OF
32 PANELS

NUMBER OF
6 8'
2 4
8'
3 1
8'
26'
4433
58'44'52'38'

OF RAILS

TOTAL LENGTH
N2
12 NO. OF
18'
1 8' 1'
20" 20"
12"
4 4
3 1
CONNECTOR PIPE.

LIP OF GUTTER, LEVEL.
3 1/2" X 3 1/2" X 1/2" ANGLE, FULL
LENGTH OF OPENING; TILT TOMATCH CURB. HOT DIP

GALVANIZE AFTER
FABRICATION.

DROP INLET STRUCTURE N
NTS 9,10 27

CURB RAMP DETAILS
2018 CALTRANS STANDARD PLANS DETAIL A88A
NTS
O
9,10 27

ELECTRICAL ENCLOSURE PAD DETAIL
MODIFIED CITY OF EL CENTRO STANDARD DETAIL EC-900
NTS
A

DROP INLET
MODEL NO. B WEIGHT
DI243636
DI243648
36"48"
42"54"
3028 LBS.3889 LBS.
* BOX ONLY
*
MODEL NO.

RS243612RS243606
900 LBS.450 LBS.

C WEIGHT
12"
6"

EXTENSION
24"x36"
BOX DESIGN LOAD:H-20 TRAFFIC
DI243660DI243672
60"72"
66"78"
5611 LBS.6472 LBS.

UP TO 6'-0" INSIDE DEPTH
18"x31" THINWALL KNOCKOUTS.SLEDGE OUT ASREQUIRED.
4'-0" (TYP. 2 PLACES) 3'-0"
36" 24"

AINSIDE

HEIGHTOF BOX
C

OPTIONAL

EXTENSION
HEIGHT

DROP INLET

OUTSIDE

HEIGHTOF BOX

FRAME AND GRATE

ASSEMBLY AVAILABLE

IN TRAFFIC OR

PEDESTRIAN MODELSLOOSE FRAMEPAVING NOTCH
3" (TRAFFIC)
1-1/2"
(PEDESTRIAN)
31" ROUND THIN
WALL KNOCKOUTS.

SLEDGE OUT AS
REQUIRED.
(TYP. 2 PLACES)
B
INSTALL RIP-RAP FORA DEPTH OF 6-INCHESBELOW THE TOP OF CONCRETE APRON.

INSTALL CONCRETE
APRON
P.C.C. STORMWATER CATCH BASIN K
NTS 7,9,12 27
VARIES
A
B
A
B

DETAIL A
INSTALL RIP-RAP FORA DEPTH OF 6-INCHESBELOW THE TOP OF CONCRETE APRON.

INSTALL CONCRETE
APRON
INSTALL RIP-RAP FORA DEPTH OF 6-INCHESBELOW THE TOP OF CONCRETE APRON.

INSTALL CONCRETE
APRON

CONFIGURATION FOR THE NORTH

SIDE OF WAKE AVENUE

DETAIL B

CONFIGURATION FOR THE SOUTH

SIDE OF WAKE AVENUE
6" 6"
1/2"

5.0'

THE CONCRETE EDGES SHALL BE PLACED TRUE TO LINE AND
GRADE. VERTICAL ELEVATIONS SHALL NOT VARY MORE THAN
±0.01' WITH A MAXIMUM VARIANCE OF 0.02' FROM DESIGN
GRADE OCCURRING IN ANY GIVEN 100 FEET SECTION. THE
HORIZONTAL CURB EDGES SHALL NOT VARY MORE THAN 1/4"
INCH IN ANY GIVEN 100 FOOT SECTION.

UTILITY PAD SHALL BE TYPE 5 CONCRETE AND ATTAIN A
28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI.

NOTES:

3. 2.1.

WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT A
MINIMUM OF 12-FOOT INTERVALS, EXCEPT THAT THE

INTERVAL SHALL BE VARIED TO ALLOW MATCHING OF JOINTS
OF ADJACENT NEW OR EXISTING IMPROVEMENTS.

R=3/8"
R=3/8"
1/4"

EXPANSION JOINT

ASPHALTIC JOINT

SEALER OR CELOTEX

FIBER BOARD
R=1/8"

SIDEWALK

NOT USED NOT USED NOT USED
INSTALL 12-INCH THICK
10-FOOT X 5-FOOT
P.C.C. CONCRETE PAD
12"
12"

NOT USED
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
E
I
R
E
E
N
GN
SI
L NA O
L
LI
I
F
NRO IA
*
RE
G
E
TS
I
E

P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
E
TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE
1601 N. Imperial Ave.

El Centro, CA 92243
(760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 26-27_DETAILS.dwg 06/09/2022 16:25 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 27 DETAIL SHEET

17.a
Packet Pg. 275
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

FUTURE CALTRANS BRIDGE DESIGN

TRACT LINE
SOUTH IMPERIAL AVE.

ROW
ROW

PROPOSED SOUTH

IMPERIAL AVENUE

STREET CENTERLINE
℄ ℄ SOUTH IMPERIAL AVENUE STA 0+00E
STA 1+00E

WAKE AVENUE
℄ ℄
80'

IID PROPERTY

35.84' 49.84' BASE LINE BASE LINE
80'

IID PROPERTY

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
VARIES

51.69'

42.83'
ROW
ROW

42.83' 42.83' STA 0+00W
STA 1+00W
149
184
147
92 55
36 46
81 95
123
205
204
4 7
ROW

WAKE AVENUE
ROW
9 3
18 19
23 24
10 27
1 35
11 14
31 32 61
168 196
197
78 41
89 44
34 49
96 66
67 86
93 58
76 87
51 54
56 63
73 5
8 6
2 20
22 82
ROW
172
169
175
186
185
179
154
163
165
171
194
193
188
190
182
162
153
173
178
189
160
191
201
202
203
180
192
199
198
170
38 79
STA 22+00S STA 23+00S STA 24+00S STA 25+00S STA 26+00S
STA 27+00S
STA 28+00S STA 29+00S STA 30+00S

SOUTH IMPERIAL AVENUE
F
UCTION
C12
C13
C14 C15
164

LIMITS OF

CONSTRUCTION
200
124 30 33 25 29 13
159 156
240 239
Point Table
Point #
1 2
3 4
56789
10 11
13141819
2022232425
Elevation

0.000.000.000.000.000.000.000.000.000.00
967.39

0.000.000.000.000.000.000.000.000.00
Northing
1861353.481861351.091861350.871861350.651861350.591861348.661861349.001861348.951861348.721861348.241861347.591861343.05 1861332.41
1861251.701861251.491861251.431861248.421861248.371861248.14 1861243.11
Easting
6770960.136770912.276770906.276770900.28
6770898.61
6770808.076770821.786770820.28
6770814.11
6770756.80
6770731.24
6770865.686771040.26
6770912.84
6770907.036770905.376770822.766770821.266770815.10
6770869.32
Description
BOT. SLOPE
C2B-END
SW-MATCH EX.

FL-MATCH EX

EP-MATCH EX
C2B-END

EP-MATCH EX

FL-MATCH EX
SW-MATCH EX.

BOT. SLOPE
LIMITS OF CONST.

STA 23+00S
LIMITS OF CONST.

SW-ANGLE POINT

FL-ANGLE POINT

EP-ANGLE POINTEP-ANGLE POINT

FL-ANGLE POINT

SW-ANGLE POINT
STA 24+00S
Point Table
Point #
272930
31 323334353638
41 444649
51 54555658
61 Elevation

0.000.000.000.000.000.000.000.000.000.000.000.00
972.66

0.000.000.000.000.000.000.00
Northing
1861251.921861143.181861043.241860980.601860978.53
1860943.31
1860905.87
1860905.65
1860905.431860904.871860895.68
1860889.55
1860905.281860903.89
1860886.81
1860894.531860888.161860891.781860894.991860893.36
Easting
6770919.036770872.956770876.586771020.576770960.366770880.22 6770931.61
6770925.626770919.626770925.656770921.996770926.096770833.746770827.626770929.006770930.786770927.456770933.696770831.766770956.30 Description
C2B
STA 25+00SSTA 26+00S
LIMITS OF CONST.LIMITS OF CONST.

STA 27+00S
C2B@EC
SW@EC
FL-EC
SW

FL-RAMP WING

FL-RAMP
FL-BC
SW

FL-RAMP

TOP RAMP

FL-RAMP

TOP RAMP

FL-RAMP WING
LIMITS OF CONST.

Point Table
Point #
63666773767879
81 8286878992939596
123124147149
Elevation

0.000.000.000.000.000.000.000.000.000.000.000.00
974.03

0.00 972.66

0.000.000.000.000.00
Northing
1860893.361860890.921860890.871860890.471860888.631860892.681860892.541860887.091860886.181860885.871860885.731860883.101860881.351860881.691860879.201860879.101860847.841860847.741860817.051860815.06 Easting
6770823.076770815.206770808.69
6770820.316770828.01
6770944.90
6770938.71
6770826.656770945.046770808.736770825.256770935.396770945.156770819.096770808.786770773.036770883.696770878.696770947.556770811.92 Description

TOP RAMP
SW
SW@EC

TOP RAMP

FL-RAMP
SW@BC
SW
FL-MC

FL-SWALE
SW@EC

FL-RAMP

FL-RAMP WING
FL-BC

FL-RAMP WING
FL-EC
DW-FL

BASELINE INT

CL INTERSECTION

FL-ECFL-BC
Point Table
Point #
153154156159160162163164165168169170
171
172173175178179180182
Elevation

0.000.000.000.000.000.000.000.000.000.000.00
967.39

0.000.000.000.000.000.000.000.00
Northing
1860814.761860813.151860812.221860805.721860805.591860810.731860809.341860808.141860806.56 1860805.71
1860804.451860803.67
1860803.61
1860803.561860805.981860801.671860803.101860800.361860798.541860807.83 Easting
6770937.636770821.706770947.666770947.806770941.576770931.47 6770828.02
6770829.61
6770830.896770974.786770823.256770804.276770818.386770812.176770936.406770826.106770933.636770834.886770809.566770928.70 Description

FL-RAMP WINGFL-RAMP WING

FL-SWALE
SW@EC
SW

FL-RAMPFL-RAMP
FL-MC

FL-RAMP
LIMITS OF CONST.

TOP RAMP
LIMITS OF CONST.

SW
SW@BC

TOP RAMPTOP RAMPTOP RAMP

FL-RAMP WING
LIMITS OF CONST.

FL-RAMP
Point Table
Point #
184
185186188189
190
191
192
193
194
196197198199
200
201
202203204205
Elevation

0.000.000.000.000.000.000.000.000.000.00
967.39967.39

0.000.000.000.000.000.00
967.39

0.00 Northing
1860809.32
1860790.68
1860790.71
1860801.481860798.671860788.801860798.791860791.731860791.591860791.44 1860745.61
1860744.651860744.501860744.351860743.401860843.37
1860742.22
1860741.951860719.491860717.26
Easting
6770930.01
6770837.106770831.606770924.946770934.926770940.176770939.926770935.106770929.106770923.106770976.276770936.276770930.276770924.27 6770886.28
6770883.806770838.476770827.80
6770930.396770840.59
Description
FL-MC
FL@EC
SW@EC

FL-RAMP WING
SW

PAD CORPAD COR
SW@BCSW@BC
FL@BC
LIMITS OF CONST.LIMITS OF CONST.

SW-END
FL-END
STA 29+00SSTA 28+00S
FL-END
LIMITS OF CONST.LIMITS OF CONST.LIMITS OF CONST.

Point Table
Point #
239240
Elevation

0.000.00
Northing
1860812.21
1860878.94
Easting
6770743.596770752.03
Description

FENCE END
DW-FL
Curve Table
Curve #
C12
C13C14C15
Length

38.9039.3539.9938.84
Radius

25.0025.0025.0025.00
Delta

89.16 90.1891.65

89.01 Tangent

24.6325.0825.7324.57
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 28-29_HORIZONTAL CONTROL PLAN.dwg 06/09/2022 16:38 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 28 HORIZONTAL CONTROL PLAN END OF PROJECT STATION 30+50S
FOR CONTINUATION SEE SHEET 29 PLAN VIEW
BOTTOM LEFT AT STA. 1+00E
FOR CONTINUATION SEE SHEET 29 PLAN VIEW
TOP RIGHT AT STA. 1+50W
CALTRANS MATCHLINE - STATION 22+94.2S BEGINNING OF PROJECT 0' 40' 80' 120'
SCALE: 1"=40'
40'

17.a
Packet Pg. 276
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

WAKE AVENUE
STA 12+13E
STA 1+00E
STA 2+00E STA 3+00E STA 4+00E STA 5+00E STA 6+00E
STA 7+00E STA 8+00E STA 9+00E STA 10+00E STA 11+00E STA 12+00E ROW
7 143
85 110
80 WAKE AVENUE

WAKE AVENUE
ROW

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

LIMITS OF CONSTRUCTION

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
61 168 0
146
158
65 52
122
136
151
145
148
102
94 53
47 140
74 83
155
59 144
39 40
50 6075
113
132
48 127
117
139
129
101
45 84
112
141

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
120
118 116 115 114
111 109 108 107 106
105
103
159
56 (12" SS) (12" SS) (12" SS)
(12
(18" W)
CONST
STA 2+00W
STA 3+00W
STA 6+00W STA 5+00W STA 4+00W STA 8+00W STA 7+00W STA 9+00W 125
121

WAKE AVENUE
100

LIMITS OF

CONSTRUCTION LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION
176
142
131
104
152
166
72 91
69 88
(18" W)
181
138
161 157
119
68 64
70 90

LIMITS OF

CONSTRUCTION
133 130 128 137 135 134 126
Point Table
Point #
39 40454748
505253596064656869707274758083
Elevation
967.39968.00

0.000.000.00
968.86970.39968.00967.10

0.000.000.000.000.000.000.00
968.57

0.000.000.00
Northing
1860917.951860911.941860905.121860904.941860904.431860902.721860899.641860898.991860894.251860893.951860892.861860892.691860890.661860890.201860890.071860890.261860890.00 1860889.01
1860886.97
1860886.71
Easting
6772088.966772089.096772211.82
6771489.71
6772089.256772079.286771245.746771490.826771411.956772089.486770742.536771245.906770728.366770720.366770703.866770688.366771491.146772092.586772090.636770969.67 Description
LIMITS OF CONST.

TOP SWALE
LIMITS OF CONST.LIMITS OF CONST.LIMITS OF CONST.

FL-SWALE

TOP SWALETOP SWALE

FL-SWALE ANGLE

TOP-SWALE
LIMITS OF CONST.

FL-SWALE
LIMITS OF CONST.

DW-MATCH EX.DW-MATCH EX.

SW-MATCH EX.

FL-SWALE ANGLE

AC COLD PLANE
NEW A.C. END
25 Point Table
Point #
84858890
91 9497
100
101
102103104
105
106107108109110
111
112
Elevation

0.000.000.000.000.00
968.57

0.00 970.09967.39

0.000.00
967.39

0.000.000.000.000.000.000.000.00
Northing
1860886.51
1860886.19
1860878.70
1860878.571860884.95
1860881.001860878.94
1860876.61
1860876.141860874.001860873.70
1860871.88
1860871.54
1860869.37
1860867.21
1860865.051860862.881860860.98
1860860.721860860.52
Easting
6772069.51
6771246.046770720.446770703.946770688.406771491.466770751.966770688.496772212.046771491.36 6772078.41
6770044.106771978.436771878.466771778.486771678.506771578.536772091.196771478.55 6772070.21
Description
BEG. TRANSITION

EP-ANGLE POINT

FL-DWFL-DW
SW-MATCH EX.

C2B-ANGLE POINT
FL-DW

AC COLD PLANE
LIMITS OF CONST.

EP-ANGLE POINT
STA 12+00E
LIMITS OF CONST.

STA 11+00ESTA 10+00E
STA 9+00ESTA 8+00ESTA 7+00E
NEW A.C. END
STA 6+00E
BEG. TRANSITION
Point Table
Point #
113
114
115116117118119
120
121
122
125126127128129
130
131
132
133
134
Elevation
970.29

0.000.000.00
968.86

0.000.000.000.000.000.000.00
965.03

0.00 967.39

0.000.000.000.000.00
Northing
1860859.02
1860858.551860856.391860854.231860853.961860852.061860850.271860849.901860848.291860848.00 1860846.21
1860845.451860844.741860844.69
1860844.22
1860843.931860843.381860843.331860843.171860842.40
Easting
6772093.236771378.586771278.606771178.626772090.34
6771078.65
6770686.676770978.676770688.686771491.926770678.706770578.706772080.546770478.706772212.27 6770378.71
6770044.326772090.57
6770278.716770178.71
Description

AC COLD PLANE
STA 5+00ESTA 4+00ESTA 3+00E

TOP SWALE
STA 2+00E

AC COLD PLANE
STA 28+00S

AC COLD PLANE

EP-ANGLE POINT
STA 2+00WSTA 3+00W

FL-SWALE
STA 4+00W
LIMITS OF CONST.

STA 5+00W

AC COLD PLANE
LIMITS OF CONST.

STA 6+00WSTA 7+00W
Point Table
Point #
135
136137138139140
141
142143144
145
146148150
151
152
155
157158
161
Elevation

0.00 971.29

0.000.00
967.39970.28
-1.37

0.000.00
970.28968.00970.29967.39

0.00 970.10

0.000.000.00
970.55

0.00 Northing
1860841.64
1860841.01
1860840.881860837.391860835.96
1860832.01
1860829.981860828.40
1860825.21
1860824.34
1860823.011860818.71
1860816.98
1860816.21
1860815.34
1860814.61
1860812.76
1860812.211860811.711860810.61
Easting
6770078.726771492.076769978.726770044.126772090.736771492.276772091.706770043.636771247.366771413.466771492.466771247.506771492.706770743.576771413.66 6770534.55
6770972.73
6770743.59
6771247.736770534.46
Description
STA 8+00W
C2B-ANGLE POINT
STA 9+00W

FENCE START

TOP SWALE

FL-SWALE ANGLE
LIMITS OF CONST.

MATCH EX.

EP-ANGLE POINT

FL-SWALE ANGLE

TOP SWALE ANGLE

FL-SWALE
LIMITS OF CONST.

EP

TOP SWALE

EP-ANGLE POINT

FL-SWALE

FENCE END

TOP SWALE

FENCE ANGLE
Point Table
Point #
166176
181
Elevation

0.000.00
967.39
Northing
1860806.611860801.61
1860797.38
Easting
6770534.36
6770534.25
6770044.67
Description
C2B-ANGLE POINT
MATCH EX.

LIMITS OF CONST.

Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
I
F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 28-29_HORIZONTAL CONTROL PLAN.dwg 06/09/2022 16:47 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 29 HORIZONTAL CONTROL PLAN 1 6
0' 40' 80' 120'
SCALE: 1"=40'
40'

FOR CONTINUATION
SEE SHEET 28 AT STA. 1+00E

FOR CONTINUATION
SEE SHEET 28 AT STA. 1+50W

17.a
Packet Pg. 277
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I)

INTERSTATE
8 INTERSTATE
8 WAKE AVENUE WAKE AVENUE

CYPRESS DRIVE

COTTONWOOD DRIVE FARMER DRIVE
18TH ST

S WATERMAN AVE

COTTONWOOD CIR
2 2 2 3 3
100'
NTS
1 1 1
1 3
3 100'
NTS
100'
NTS
100'
NTS
2 1
2 1 1

DIRT ROAD
DIRT ROAD DIRT ROAD 1

DIRT ROAD
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
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SI
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NRO IA
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
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TAT
C OF
CHECKED BY: CI
JGH
R
A
V
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NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 30_TRAFFIC CONTROL PLAN.dwg 06/09/2022 16:48 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 30 TRAFFIC CONTROL PLAN TRAFFIC CONTROL LEGEND ITEM NO. ITEM DESCRIPTION ITEM 1. 2. 3. 4. 5. 6. CHANNELIZING DEVICE DIRECTION OF TRAFFIC TYPE III BARRICADE WARNING/REGULATORY SIGN WARNING LIGHT WORK AREA GENERAL TRAFFIC CONTROL NOTES:

1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST

VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND CA MUTCD SUPPLEMENT UNLESS SPECIFIED OTHERWISE.

2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL

MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY

THE CITY OF EL CENTRO PUBLIC WORKS DEPARTMENT REPRESENTATIVE, IMPERIAL COUNTY REPRESENTATIVE, OR THE RESIDENT ENGINEER. THESE CHANGES MAY BE ACCOMPLISHED IN THE FIELD.

3. TRAFFIC CONTROL DEVICES SHOWN ON PLANS ARE LOCATED APPROXIMATELY AND SHALL BE ADJUSTED AS REQUIRED TO MEET FIELD CONDITIONS. ALL SUCH CHANGES MADE DUE TO FIELD

CONDITIONS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF CA MUTCD, CA MUTCD SUPPLEMENT, IMPERIAL COUNTY STANDARDS AND CITY OF EL CENTRO STANDARDS ANDSPECIFICATIONS.

4. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROLPLANS.

5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.6. ALL SIGNS SHALL BE HIGH INTENSITY REFLECTIVE. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE WITH FLASHING LIGHTS.

7. THE INTENSITY AND DISTRIBUTION OF LIGHT FROM EACH ILLUMINATED SIGNAL LENS SHOULD CONFORM TO THE CURRENT “STANDARDS FOR VEHICLE TRAFFIC CONTROL SIGNAL HEADS” AND “TRAFFIC SIGNAL LAMPS” (SEE SECTION 1A.11 OF LATEST VERSION OF CA MUTCD). IF A SIGNAL

INDICATION IS OPERATED IN THE FLASHING MODE FOR NIGHTTIME OPERATION AND THE SIGNALINDICATION IS SO BRIGHT AS TO CAUSE EXCESSIVE GLARE, SOME FORM OF AUTOMATIC DIMMING SHOULD BE USED TO REDUCE THE BRILLIANCE OF THE SIGNAL INDICATION.

8. REFER TO THE LATEST REVISION OF CA MUTCD REGARDING THE NOTES FOR EACH TYPICAL APPLICATION CALLED OUT ON THIS PLAN.

9. CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AT THE BEGINNING AND AT THE END OF EACH WORKING DAY TO ENSURE COMPLIANCE WITH THESE PLANS.

10. CONTRACTOR SHALL INSTALL ADA COMPLIANT TEMPORARY RAMPS BETWEEN THE EDGE OF THE EXISTING CURB RETURN/ HANDICAP RAMP AND EXCAVATED SURFACE AT THE END OF EACH WORKDAY.

11. CONTRACTOR SHALL INSTALL CLASS 2 BASE UP TO FINISHED GRADE ELEVATION AFTER SAWCUT AND REMOVAL OF EXISTING A.C. BARRIER CURB / A.C PAVEMENT SECTION / P.C.C. SIDEWALK.

PRIOR TO OPENING THE LANE TO TRAFFIC.CONTRACTOR SHALL PLACE CLASS 2 BASE FROM THEEXISTING EDGE OF PAVEMENT TO THE EDGE OF THE SAWCUT AREA AT A SLOPE NO STEEPER THAN 6:1.

12. NO STREET PARKING SHALL BE ALLOWED ALONG WAKE AVENUE WITHIN THE CONSTRUCTION ZONES DURING THE PROJECT CONSTRUCTION PERIOD. CONTRACTOR SHALL INSTALL NO PARKING SIGNS (R8-3A) AT ALL REQUIRED AREAS AT LEAST ONE WEEK PRIOR TO BEGINNING OF CONSTRUCTION.

13. CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL DEVICES ACCORDING TO TYPICAL APPLICATION CA MUTCD 2014, FIGURE 6H-29 (TA-29): CROSSWALK CLOSURES AND PEDESTRIAN

DETOURS IF REQUIRED TO PROVIDE TEMPORARY PEDESTRIAN ACCESS AT ALL INTERSECTIONS AFFECTED BY THE PROPOSED CONSTRUCTION ACTIVITIES. IF NECESSARY CONTRACTOR SHALL PROVIDE FLAG PERSONNEL FOR ADDITIONAL TRAFFIC CONTROL AS NEEDED.

14. IF A PORTION OF THE CONSTRUCTION AREA IS OPEN AT THE END OF THE WORK DAY, EACH EXPOSED SECTION MUST BE COMPLETELY FILLED WITH CLASS 2 BASE MATERIAL AND SURROUNDED WITH BARRICADES AND TAPE OR AS APPROVED BY THE CITY ENGINEER.

15. ALL ADJACENT BUSINESSES, RESIDENCES, SCHOOLS AND CHURCHES SHALL BE DULY NOTIFIED BY THE CONTRACTOR, IN WRITING, OF HIS PROPOSED OPERATIONS. NOTICE SHALL BE DELIVERED AT LEAST TWO (2) WORKING WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCTION OF NOTIFICATION LETTERS. THE NOTIFICATION LETTERS SHALL BE WRITTEN IN ENGLISH AND SPANISH LANGUAGES.RE-NOTIFICATION WILL BE REQUIRED IF THE CONTRACTOR'S SCHEDULE IS ALTERED OR OTHERDELAYS OCCUR WHICH AFFECT THE PROJECT SCHEDULE.

16. IF CONSTRUCTION OCCURS DURING THE SCHOOL YEAR, CONTRACTOR SHALL NOTIFY IN WRITING

TO THE EL CENTRO ELEMENTARY SCHOOL DISTRICT AND EL CENTRO UNION HIGH SCHOOL DISTRICT OF THE PROPOSED ROAD CLOSURES AT LEAST TWO (2) WEEKS PRIOR TO START OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL COORDINATE WITH THE SCHOOL DISTRICTS ANY ADDITIONAL TRAFFIC CONTROL THAT MAY REQUIRED FOR SCHOOL BOUND PEDESTRIAN ANDVEHICULAR TRAFFIC.

17. THE CONTRACTOR SHALL MAKE ACCOMMODATIONS TO ALLOW REGULARLY SCHEDULED SOLID

WASTE DISPOSAL PICK UP ALONG THE AFFECTED STREET SECTIONS DURING THE PROJECT CONSTRUCTION PERIOD.

18. CONTRACTOR SHALL COVER EXISTING TRAFFIC SIGNS, TRAFFIC SIGNALS, OR PEDESTRIAN SIGNAL

INDICATIONS SHOULD SAID CONTROLS CONFLICT WITH TEMPORARY TRAFFIC CONTROL PLAN OR AS DIRECTED BY THE CITY OF EL CENTRO.

19. WHENEVER THE WORK CAUSES OBLITERATION OF PAVEMENT DELINEATION, TEMPORARY OR

PERMANENT PAVEMENT DELINEATION SHALL BE IN PLACE PRIOR TO OPENING THE TRAVELED WAY TO PUBLIC TRAFFIC. LANE LINES AND CENTERLINE PAVEMENT DELINEATION SHALL BE PROVIDED AT ALL TIMES FOR TRAVELED WAYS OPEN TO THE PUBLIC TRAFFIC.

20. CONTRACTOR SHALL REPLACE/REPAIR ANY AND ALL STRIPING, PAVEMENT MARKINGS, RAISED

PAVEMENT MARKERS, AND CURB PAINT DISRUPTED OR REMOVED DURING THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.

21. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS FLASHING YELLOW BEACONS, TYPE-B SHALL BE USED ON ALL W20-1, W20-2, C-19 SIGNS AND ON ALL TYPE-III AND TYPE-II BARRICADES GUARDING THE WORK AREA OVERNIGHT.
** LATEST VERSION OF CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) IS CA MUTCD 2014 **
*** A COPY OF CA MUTCD 2014 CAN BE OBTAINED FROM
"HTTP://WWW.DOT.CA.GOV/HQ/TRAFFOPS/ENGINEERING/MUTCD/CA_MUTCD2014.HTM" *** INSTALL TYPE III BARRICADE WITH WARNING LIGHTS ASILLUSTRATED ON PLANS.INSTALL WARNING/REGULATORY SIGN AS ILLUSTRATED ON THE PLAN.

INSTALL WARNING/REGULATORY SIGN WITH WARNING
LIGHT AS ILLUSTRATED ON THE PLAN.
123
TRAFFIC CONTROL KEYNOTES:
0' 150' 300' 450'
SCALE: 1"=150'
150'

17.a
Packet Pg. 278
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 2 2

WAKE AVENUE

R FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR
FR

FR FR FR FR FR FR FR FR FR FR FR FR FR
4 5
5 5
5 5
5 5
5 5
5 5
5 5
P
2 1
WAKE AVENUE 4

FR FR FR FR FR FR
FR
FR FR
FR FR
FR
FR
FR
FR FR
FR FR
FR FR
FR
FR
FR

FR FR FR
FR

FR FR FR

FR FR FR FR FR FR FR FR FR
FR

FR FR FR FR FR
FR FR
5 5
5 5 5
5 5
5 5
5 5
5 5
5 5
5 5 5
55 5
6 7
2 2
3 5
5 5
FR
FR
5 5
5 5
5 5
5 FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR
FR

FR FR FR FR
Exp. 12-31-22
No. 31773
AJ M G.

ES
OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36

E I REEN GN

SI L NA O
L
LI
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F NRO IA *
RE GE TSI E P D E ROF RSN/ VG DRAWN BY:

DATE DESIGN BY:

S *
E TAT
C OF
CHECKED BY: CI
JGH
R
A
V
S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 31-32_EROSION CONTROL PLAN.dwg 06/09/2022 16:51 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 31 EROSION CONTROL PLAN LEGEND

CONTRACTOR SHALL LOCATE THE PORTABLE PORTABLE TOILET

RESTROOM FACILITIES TO A LOCATION
APPROVED BY THE ENGINEER. SEE DETAIL D FOR
TYPICAL STAGING AREA ON SHEET 32.

INSTALL TWO (2) LAYER GRAVEL-FILLED BAGS AT

AND ALONG THE DOWNSTREAM LOCATIONS OF

THE EXISTING/NEW CONCRETE STORMWATER
CONVEYANCE FACILITIES AND ALONG THE LIMITSOF CONSTRUCTION. SEE DETAIL F ON SHEET 32.

INSTALL CONCRETE WASHOUT AREA PER
CALIFORNIA BMP HANDBOOK WM-8 DETAILS. SEE
DETAIL A ON SHEET 32.

INSTALL CONSTRUCTION ENTRANCE PER DETAIL E
ON SHEET 32.

INSTALL FIBER ROLLS PER DETAIL C ON SHEET 32.INSTALL A RAIN GAUGE PER THE CALTRANS CONSTRUCTION SITE MONITORING PROGRAMGUIDANCE MANUAL.

SAMPLING POINT

LIMIT OF CONSTRUCTIONDISTURBED NATIVE SOIL AREA
2 3
4 5 FR
1 BMP KEYNOTES
SCALE: 1"=40'
SCALE: 1"=40'
MATCHLINE SEE BELOW LEFT AT STA 2+00E

WAKE AVENUE END OF PROJECT

MATCHLINE SEE ABOVE
RIGHT AT STA 2+00E

WAKE AVENUE

START OF PROJECT

IMPERIAL AVENUE START OF PROJECT

IMPERIAL AVENUE END OF PROJECT
BMP
NO. ITEM UNIT QUANTITY NOTES/ COMMENT
- CONSTRUCTION SITE AND SWPPP MANAGEMENT LS 1

SITE MANAGEMENT, INSPECTION AND MONITORING BY A QSP PROVIDED BY THE CONTRACTOR INCLUDING, BUT IS NOT LIMITED TO , NS-1 THROUGH NS-15 AND WM-1 THROUGH WM-10, REFER TO LATEST CALTRANS STANDARD PLANS AND SPECIFICATIONS AND CALTRANS CONSTRUCTION SITEBMPS MANUAL.

SE-7 STREET SWEEPING LS 1 STREET SWEEPING SHALL BE PERFORMED DAILY AS NECESSARY TO ENSURE TRAVELED WAYS ARE FREE OF DIRT.

SE-5 TEMPORARY FIBER ROLLS LF 7800 PERIMETER CONTROL, PLACED ALONG THE CONSTRUCTION LIMITS AS SHOWN ON THIS PLAN FOR EROSION CONTROL.

WE-1 WIND EROSION CONTROL LS 1 MAINTAIN DUST CONTROL THROUGHOUT THE ENTIRE SITE FOR THE DURATION OF THE PROJECT. WATER TRUCKS, OR EQUIVALENT BMP, SHALL BE USED FOR DUST SUPPRESSION.

TC-1 & TC-3 TEMPORARY CONSTRUCTION ENTRANCE/ EXIT WITH TIRE WASH EACH 1 THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED AND MAINTAINED UNTIL FINAL PAVEMENT CONSTRUCTION IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR TRACKING CONTROL THROUGH REGULAR STREET SWEEPING, GRIZZLY PADS, OR OTHER TRACKING CONTROL MEANS. - TEMPORARY RESTROOM FACILITIES EACH 2 THE RESTROOM FACILITIES SHALL BE SECURED FROM OVERTURNING IN HIGH WIND CONDITIONS- RAIN GAUGE EACH 1 INSTALL A RAIN GAUGE PER THE CALTRANS CONSTRUCTION SITE MONITORING PROGRAM GUIDANCE MANUAL.- GRAVEL BAG EACH 4 INSTALL TWO (2) LAYER GRAVEL-FILLED BAGS AT AND ALONG THE DOWNSTREAM LOCATIONS OF

THE EXISTING/NEW CONCRETE STORMWATER CONVEYANCE FACILITIES AND ALONG THE LIMITS OF CONSTRUCTION. SEE DETAIL F ON SHEET 32.

SP1

1. EROSION CONTROL PLAN INCLUDES ALL POSSIBLE BMPS FOR THE CONSTRUCTION OF THIS PROJECT.

CONTRACTOR SHALL APPLY APPROPRIATE BMPS FOR EACH PHASE OF CONSTRUCTION.

2. DURING MASS GRADING ACTIVITIES, STREETS WILL BE SWEPT AS NECESSARY TO PREVENT DIRT AND DUST FROM LEAVING THE CONSTRUCTION AREA.

3. CONTRACTOR SHALL PROVIDE ADEQUATE DUST SUPPRESSION TO MEET ALL LOCAL AIR POLLUTION CONTROL DISTRICT REQUIREMENTS INCLUDING ALL DETOUR SIDE ROADS.

4. ALL BEST MANAGEMENT PRACTICES SHALL MEET THE REQUIREMENTS OF THE LATEST VERSION OF CASQA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK.

5. SITE DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

6. NO SITE CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCE THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

9. DRAIN INLET PROTECTION SHALL BE PROVIDED THROUGHOUT THE DURATION OF THE PROJECT.

EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND THE CONNECTING PIPE SHALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO

ESTABLISH PERMANENT SOIL STABILIZATION ON ANY EXPOSED AREAS WHEN THE PROJECT IS COMPLETE.

GENERAL EROSION CONTROL NOTES:

CITY OF EL CENTRO EROSION AND SEDIMENT CONTROL PLAN STANDARD NOTES

1. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THERE IS A FIFTY PERCENT (50%) CHANCE OF RAIN WITHIN A FORTY-EIGHT (48) HOUR PERIOD. SILT AND DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.

2. ONE HUNDRED TWENTY FIVE PERCENT (125%) OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION INFORTY EIGHT (48) HOURS OR LESS OF A FORECASTED RAIN.

3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TOFACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.

4. CONTRACTOR TO CONDUCT STREET SWEEPING EACH DAY AT CLOSE OF BUSINESS TO REMOVE CONSTRUCTION DEBRIS. INCREASE FREQUENCY IF DEBRIS ARE NOTICEABLE WITHIN THE TRAVELED WAY.

5. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED. MAINTENANCE SHALL INCLUDE REMOVAL

OF SILT FROM BARRIERS AND SEDIMENTATION DEVICES, SEEDING OR MULCHING OF DAMAGED STABILIZED AREAS AND REPLACEMENT OR REPAIR OF WORN OR DAMAGED GEOTEXTILE FABRIC.

6. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE RESIDENT ENGINEER OR OWNER AFTER EACH RUN-OFF PRODUCING RAINFALL.

7. ALL BARE SLOPES AND DISTURBED AREAS SHALL BE PLANTED AS EACH STAGE OF GRADING IS COMPLETE.

SUITABLE MEASURES TO PREVENT SLOPE EROSION, INCLUDING, BUT NOT LIMITED TO, RAPID GROWING

VEGETATION SUITABLE TO STABILIZE THE SOILS SHOULD BE INSTALLED ON ALL AREAS, AND/OR SUCH AREAS SHOULD BE MULCHED, WHILE THE PERMANENT VEGETATION COVER MATURES ENOUGH TO PROVIDESTABILITY.

8. ANY DISTURBED AREA THAT WILL NOT HAVE ANY SOIL DISTURBING ACTIVITIES FOR 14 DAYS OR MORE MUST BE FULLY PROTECTED FROM EROSION UNTIL ADEQUATE LONG-TERM PROTECTIONS ARE INSTALLED. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD.

9. ANY SLOPES WITH DISTURBED SOILS OR DENUDED VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.

10. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

11. CONSTRUCTION MATERIALS SHALL BE STORED IN STAGING AREAS ON-SITE UNTIL NEEDED FOR INSTALLATION.

WASTE WILL EITHER BE PLACED IN DUMPSTERS OR IN WASTE MANAGEMENT AREAS. ALL WASTE WILL BE TRANSPORTED OFF-SITE IN A TIMELY MANNER TO APPROVED WASTE DISPOSAL AREAS (DUMPS). STORAGE, HANDLING AND TRANSPORTATION OF WASTE SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCALLAWS.

12. CONSTRUCTION MATERIALS DELIVERED TO THE SITE SHALL BE STORED THROUGHOUT THE SITE. THE

CONTRACTOR SHALL STORE THE MATERIALS AS TO MINIMIZE THE RISK OF STORM WATER POLLUTION, GROUND WATER POLLUTION, SOIL CONTAMINATION AND INJURY TO WORKERS AND VISITORS.

13. EQUIPMENT TO BE STORED, FUELED AND MAINTAINED ON SITE SHALL BE KEPT AWAY FROM ANY DRAINAGE COURSES. CONTRACTORS SHALL USE A DRAINAGE PAN OR DROP CLOTH TO CATCH ANY LEAKS OR SPILLS AT A MINIMUM.
6 7
SP7
SP1
SP3
SP6
SP2

GRAVEL BAGSCONCRETE WASHOUT AREACONSTRUCTION ENTRANCE

FIBER ROLLS

RAIN GAUGE

SAMPLE POINT

LIMIT OF CONSTRUCTIONDISTURBED NATIVE SOIL
8 9

17.a
Packet Pg. 279
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) PLAN

NOT TO SCALE
TYPE "BELOW GRADE"
VARIES
MIN

SANDBAG

LATH AND FLAGGING

ON ALL SIDES
A

NOT TO SCALE

SECTION A-A

SANDBAG
10 MIL

PLASTICLINING
BERM
3'-0"
10 MIL PLASTIC
LINING
A
10'-0"
NOTE:

CONTRACTOR SHALL USE A TEMPORARY WASHOUT AREA AT AREAS WHERE A PERMANENT CONCRETE WASHOUT IS NOT ALLOWED.

BERM
SS SS
WM-9
LEGEND
SE-1 SILT FENCESE-5 FIBER ROLLS
NS-8 VEHICLE AND EQUIPMENT CLEANINGNS-9 VEHICLE AND EQUIPMENT FUELINGNS-10 VEHICLE AND EQUIPMENT MAINTENANCE WM-1 MATERIAL DELIVERY AND STORAGEWM-3 STOCKPILE MANAGEMENTWM-4 SPILL PREVENTION AND CONTROLWM-5 SOLID WASTE MANAGEMENTWM-6 HAZARDOUS WASTE MANAGEMENTWM-9 SANITARY/SEPTIC WASTE MANAGEMENT TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXITTC-3 TEMPORARY ENTRANCE/OUTLET TIRE WASH WE-1 WIND EROSION CONTROL (TO BE IMPLEMENTED FOR UNPAVED/NATIVE AREAS

STOCKPILE MANAGEMENT)
WM-9 NS-8
NS-9NS-10
WM-5
WM-1WM-3WM-4WM-6
TC-1TC-3

PERIMETER SEDIMENT
CONTROL (PSC) (SE-1, SE-5,
ETC.) AROUND PERIMETER OF

STAGING AREA IF AREA IS NOT
PAVED.

PSC PSC PSCPSC PSC PSC

PSC PSC PSC

PSC PSC
NOTES:

1. CONTRACTOR SHALL ADJUST THE LAYOUT OF STAGING AREA BASED ON PROJECT SITE CONDITIONS AS NECESSARY.

2. CONTRACTOR SHALL IMPLEMENT PERIMETER SEDIMENT CONTROL FOR

STAGING AREA BASED ON PROJECT SITE CONDITIONS UPON THE
APPROVAL OF THE RESIDENT ENGINEER.

TYPICAL STAGING AREA LAYOUT
SS SS
NS-8NS-9NS-10
WM-5
WM-1WM-3WM-4WM-6
TC-3

MARK BOUNDARY OF

AREA WITH ORANGE
CONES

PARKING AREA FOR

VEHICLES/EQUIPMENT

PERIMETER SEDIMENT
CONTROL (PSC) (SE-1, SE-5,
ETC.) AROUND PERIMETER OF

STAGING AREA IF AREA IS NOT
PAVED.

PSC PSC PSCPSC PSC PSC

PSC PSC PSC

PSC PSC
Exp. 12-31-22
No. 31773
AJ M
G. ES OLT H
SHEET
135.033E
JOB NO.

OF SHEETS 36
E
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NRO IA
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P D E ROF RSN/ VG
DRAWN BY:

DATE DESIGN BY:

S
*
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TAT
C OF
CHECKED BY: CI
JGH
R
A
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S
NO. APPROVED
must be in writing and must be approved by the preparer of these plans.for, or liable for, unauthorized changes to or uses of these plans. All changes to the plansUNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible REVISIONS: PROJECT BENCH MARK:

ENGINEERING PLANNING SURVEYING
The Holt Group, Inc.

EL CENTRO OFFICE1601 N. Imperial Ave.El Centro, CA 92243 (760) 337-3883

BLYTHE OFFICE
201 E. Hobsonway
Blythe, CA 92225
(760) 922-4658
JAMES G. "JACK" HOLT R.C.E. NO.

DATE REG. EXP.
12/31/22
PREPARED UNDER THE DIRECT SUPERVISION OF:
31773
06/09/2022

CITY OF EL CENTRO

RSN/AG/VG
C:\Users\cgarcia\The Holt Group\135.033 - 135.033P\ENGINEERING\2016\DESIGN\CAD 2021\PHASE 1\135.033_SHEET 31-32_EROSION CONTROL PLAN.dwg 06/09/2022 16:49 "C-16 1981" HORIZONTAL CONTROL POINT #2 AND VERTICAL CONTROL POINT THE STATION IS LOCATED 3.05 MI (4.91 KM) EAST ALONG THE HOLTON-URBAN RAILWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION IN EL CENTRO, THENCE 3.75 MI (6.03 KM) SOUTH ALONG STATE HIGHWAY 111, IN TOP AND ON THE SOUTHWEST CORNER OF DELIVERY 31 HEADWALL IN ALDER LATERAL 5, 65.0 FT (19.8 M) EAST OF THE EAST RIGHT-OF-WAY FENCE OF HIGHWAY 111, AND 39.5 FT (12.0 M) EAST OF THE EAST FRONTAGE ROAD (YOURMAN ROAD). PRIMARY VERTICAL CONTROL - NAVD 88 ORTHO HEIGHT= -14.03 FEET + 1000 FEET = 985.97 32 EROSION CONTROL DETAILS

CONCRETE WASHOUT AREA - DETAIL A

NOT TO SCALE

PAVED ROADWAY MATCH EXISTING GRADE
NOTE:MANY DESIGNS CAN BE FIELDFABRICATED, OR FABRICATEDUNITS MAY BE USED AS LONG ASDESIGN IS ADEQUATE FOR FULL

LENGTH CONSTRUCTION TRUCK
VEHICLES.

WASH RACK
A
A
B
B

DITCH TO CARRYRUNOFF TO A SEDIMENT

TRAPPING DEVICE

SECTION B-B
NTS
300 mm (12 IN) MIN, UNLESS OTHERWISESPECIFIED BY A SOILS ENGINEER CRUSHED AGGREGATE GREATER THAN 75
mm (3 IN) BUT SMALLER THAN 150 mm (6 IN)

FILTER FABRIC ORIGINAL GRADE

SECTION A-A
NTS
300 mm (12 IN) MIN, UNLESS OTHERWISESPECIFIED BY A SOILS ENGINEER

FILTER FABRIC ORIGINAL
GRADE
CRUSHED AGGREGATE GREATER THAN 75
mm (3 IN) BUT SMALLER THAN 150 mm (6 IN)

CORRUGATED STEEL PANELS

WATER SUPPLY
& HOSE

CONSTRUCTION ENTRANCE - DETAIL E

NOT TO SCALE

TYPICAL FIBER ROLL INSTALLATION - DETAIL C
NTS

TYPICAL STAGING AREA - DETAIL D

NOT TO SCALE
SLOPE

TOE OF SLOPE
6"
6"
18" 30"
6"
2" X 2" WOOD STAKE.

STAKE DIMENSIONS
ARE NOMINAL. STAKES
SHALL BE SPACED AT8'-0" MAXIMUM ANDSHALL BE POSITIONED
ON DOWNSTREAM SIDEOF FENCE.

SEE DETAIL A
FABRIC

DIMENSION MAY VARY

TO FIT FIELD CONDITION
2" X 2" WOOD SILT FENCE STAKE FABRIC

DETAIL A
6"
6"

SILT FENCE DETAIL - DETAIL B

NOT TO SCALE

TEMPORARY DRAINAGE
INLET PROTECTION (TYPE 3A)
(GRAVEL BAG BERM)

PERSPECTIVE

ROADWAY
CL
FLOW
PLAN
4'-0" MIN FROM EDGE

OF TRAVELED WAY
SLOPE OF ROADWAY (PERCENT) 1 to 3.9 4 to 5.9 6 to 7.9 8 to 10 For slope of less than 1%, install barriers only if erosion/sediment is prevalent INTERVAL BETWEEN BERM 100' 75' 50' 25'
GRAVEL BAG BERM (TYPE 3A) SPACING TABLE
12'
10+

GRAVEL BAG DETAIL - DETAIL F

NOT TO SCALE

PLACE ADDITIONAL BAGS ON TOP OF

CURB AND UPSTREAM OF GRAVEL BAG
BERM TO PREVENT OVER TOPPING.

INSTALL GRAVEL-FILLED BAGS FLUSH
AGAINST CURB OR DIKE FACE.

CONSTRUCT GRAVEL BAG BERM BY

TIGHTLY ABUTTING GRAVEL-FILLED

BAGS TO ELIMINATE GAPS AND
VOIDS.

FLOW

EXTEND AS NECESSARY TO FORCE

PONDED RUNOFF OVER SPILLWAY

INSTEAD OF OUT FLANKING AROUND
END OF BERM.

END OF GRAVEL

BAG BERM

STACK GRAVEL-FILLED BAGS
1-LAYER-HIGH FOR SPILLWAY AND
2-LAYERS-HIGH FOR REMAINING BERM

SPILLWAY

SPILLWAY

GRAVEL BAG BERM

DRAINAGE INLET

CURB OR DIKE

SIDEWALK OR

SHOULDER BACKING

INTERVAL (SEE TABLE)
4'-0"
TYP
4'-0" MIN
6'-0" MIN
4' MAX
4' MAX
4' MAX
4' MAX
VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE.

INSTALL MULTIPLE FIBER
ROLLS AS APPLICABLE PERPLANS.

INSTALL MULTIPLE

FIBER ROLLS AS

APPLICABLE PER
PLANS.
1-FOOT

DIAMETER

FIBER ROLL

SLOPE VARIES
3/4" X 3/4" X 24" WOODSTAKES WITH MAXIMUMSPACING OF 4-FOOT ON CENTER .
2" MIN
4" MAX
BURY
DEPTH
12" MIN
SP4
SP5

17.a
Packet Pg. 280
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) EXISTING TYPE I (24') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.

EXISTING TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE III (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE III (L) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE II (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING WHITE BASIC CROSSWALK MARKING PER CALTRANS STANDARD PLAN RSP A24F TO REMAIN.

EXISTING WHITE CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING YELLOW CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING WHITE STOP LEGEND MARKING PER CALTRANS STANDARD PLAN RSP A24D TO REMAIN.

EXISTING WHITE LIMIT LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE YIELD LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A TO REMAIN.

EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9A ON PLAN SHEET A20A TO REMAIN.

EXISTING WHITE RIGHT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 27B ON PLAN SHEET A20B TO REMAIN.

EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38 ON PLAN SHEET A20D TO REMAIN.

EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38A ON PLAN SHEET A20D TO REMAIN.

EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38B ON PLAN SHEET A20D TO REMAIN.

EXISTING WHITE BIKE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 39 ONPLAN SHEET A20D TO REMAIN.EXISTING WHITE INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARDDETAIL 39A ON PLAN SHEET A20D TO REMAIN.EXISTING WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS MARKING PER CALTRANS STANDARD DETAIL 40 ON PLAN SHEET A20D TO REMAIN.

EXISTING YELLOW LEFT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 25A ON PLAN SHEET A20B TO REMAIN.

EXISTING SIGNAGE AND STRIPING KEYNOTES
123456789
101112
29 1718192021221623
242526
424331323334
EXISTING YELLOW MEDIAN ISLANDS MARKING PER CALTRANS STANDARD DETAIL 29 ON PLAN SHEET A20B TO REMAIN.

EXISTING TRAFFIC LIGHT AHEAD (SYMBOL) ADVANCED TRAFFIC CONTROL SIGN (W3-3)D PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO RIGHT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DO NOT ENTER" SIGN (R5-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WRONG WAY" SIGN (R5-1a) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "NO PEDESTRIAN" SIGN (R5-10c) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1R) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1L) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO PEDESTRIAN CROSSING (SYMBOL) SIGN (R9-3) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eR) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eL) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING INTERSTATE ROUTE MARKER SIGN (G27-2 (8) (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G43 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G44 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "EAST" SIGN (G49 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WEST" SIGN (G50 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DOWNTOWN EL CENTRO" SIGN (G85-1 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING ROUTE 8 SHIELD WITH "WEST" UP ARROW AND "EAST" RIGHT ARROW INTERCHANGE GUIDE SIGN (G75) PER CALTRANS STANADARD RS2 TO REMAIN.

EXISTING "HOV LANE ENTRANCE" SIGN (G92-1 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING LEFT ARROW SIGN (M6-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DOUBLE ARROW SIGN (M6-4) PER CALTRANS STANDARD RS2 TO REMAIN. 35 13 36
373839
14 2728
4041
15 3044454647
EXISTING TYPE II (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO BE REMOVED.EXISTING TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO BE REMOVED.EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A TO BE
REMOVED.EXISTING WHITE RIGHT EDGE LINE MARKING PER
CALTRANS STANDARD DETAIL 27B ON PLAN SHEET
A20B TO BE REMOVED.

EXISTING WHITE LANE LINE EXTENSIONS THROUGH

INTERSECTIONS MARKING PER CALTRANS STANDARD
DETAIL 40 ON PLAN SHEET A20D TO BE REMOVED.EXISTING YELLOW LEFT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 25A ON PLAN SHEET
A20B TO BE REMOVED.

EXISTING NO PEDESTRIANS, BICYCLES, MOTOR-DRIVEN CYCLES SIGN (R5-10a) TO BE REMOVED.EXISTING NO PEDESTRIAN CROSSING (SYMBOL) SIGN (R9-3) TO BE REMOVED.EXISTING "ROAD CLOSED" SIGN (R11-2) TO BE REMOVED.EXISTING OBJECT MARKER SIGN (N-2 (CA)) TO BE REMOVED.EXISTING WHITE BASIC CROSS WALK MARKING PER CALTRANS STANDARD PLAN A20F TO BE REMOVED.

EXISTING INTERSECTION LANE CONTROL SIGN (R61-2) TO BE REMOVED.EXISTING DOUBLE LEFT TURN NO U-TURN SIGN (R73-8) TO BE REMOVED.

DEMO SIGNAGE AND STRIPING

KEYNOTES
123456789
10111213
9 9
14 14
20 24 24
24 23
4 4
177 13
21 21
3 2 4
23 14
1 7
23 12
14 14
17 SOUTH IMPERIAL AVENUE

OCOTILLO
DRIVE
8' 14' 14' 12' 12' 8' 12'
12' 12'
STA 116+96
STA 116+85
14 7
14 17
8 20
14 23
17 17
12 8
℄
14 20 20
14 14 14 14
20 SOUTH IMPERIAL AVENUE
5 10'
17 14
14 14
14 14

19.5' 19.5' 14 14 17 17
14 14
4 4

AURORA DRIVE
12 12
23 20 20 16 16
3'
12' 12' 13'

EXISTING

CONCRETE
MEDIAN

EXISTING

CONCRETEMEDIAN

EXISTING

CONCRETE
MEDIAN

EXISTING

CONCRETEMEDIAN

19.5' 19.5'
12' 12' 10' 19' 20'
3'
13 ℄ ℄ ℄ ℄
10 10
21 11 ℄
STA 122+34
STA 121+62
STA 122+28 37 47
26 11
37 46
9 9
14 14
20 24 24
24 23
4 4
177 13
21 21
3 2 4
23 14
1 7
23 12
14 14
17 SOUTH IMPERIAL AVENUE

OCOTILLO
DRIVE
8' 14' 14' 12' 12' 8' 12'
12' 12'
14 14 17
8' 11.5'
END
STA 117+89
10 20
14 23
17 17
START
STA 118+89
10 END
STA 118+91
9 12
8 ℄
14 20 20
14 14 14 14
20 11.5'

SOUTH IMPERIAL AVENUE
5 8' 10' 17
14 14
14 14
14 STARTSTA 121+57
9 STARTSTA 121+57
10 START
STA 120+57
9 END
STA 120+59
10 END
STA 117+83
9 STA 117+94 4 5 6
STA 118+11 4 5 6
STA 121+26 4 5 6
STA 121+51 4 5 6
14 14
17 1714 14
4 4

AURORA DRIVE
12 12
23 20 20 16 16
3'
STA 117+00 4 5 6
STA 116+69 4 5 6
12' 12' 8' 11.5' 8' 13'

11.5'

11.5'
9 9 9 9 10 10
10 10 9 9 9

EXISTING

CONCRETEMEDIAN

EXISTING

CONCRETE
MEDIAN

EXISTING

CONCRETEMEDIAN

EXISTING

CONCRETEMEDIAN
12' 12' 10' 19' 20'
3'
13 ℄ ℄ ℄ ℄
10 10
21 ℄
12 12
STA 122+34
STA 121+62
STA 122+28 37 47
26 11
37 46
PAINT TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE III (B) ARROW PER CALTRANS STANDARD PLAN RSP A24B.PAINT TYPE VII (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT "BIKE" PAVEMENT WORD MARKING PER CALTRANS STANDARD PLANRSP A24D.PAINT "LANE" PAVEMENT WORD MARKING PER CALTRANS STANDARD PLANRSP A24D.PAINT BIKE LANE ARROW MARKING PER CALTRANS STANDARD PLAN RSP A24A.

PAINT WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ONPLAN SHEET A20A.PAINT WHITE CHANNELIZING LINE MARKING PER CALTRANS DETAIL 38A ONPLAN SHEET A20D.PAINT WHITE BIKE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 39 ON PLAN SHEET A20D.

NEW SIGNAGE AND STRIPING KEYNOTES
1 2
3 4
5 6
89 18
11 PAINT YELLOW MEDIAN ISLAND MARKING PER CALTRANS STANDARD DETAIL 29 ON PLAN SHEET RSP A20B.PAINT WHITE CONTINENTAL CROSS WALK MARKINGS PER CALTRANS STANDARD PLAN RSP A24F.

INSTALL INTESERCTION LANE CONTROL SIGN (R61-33) PER CALTRANS STANDARD PLAN RS2.INSTALL BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD PLAN RS2. PANELS SHALL BE BLACK AND WHITE.INSTALL UP ARROW SIGN (M6-3) PER CALTRANS STANDARD PLAN RS2. PANELS SHALL BE BLACK AND WHITEINSTALL ROUTE 8 SHIELD WITH "WEST" UP ARROW AND "EAST" RIGHT ARROW INTERCHANGE GUIDE SIGN (G77) PER CALTRANS STANDARD PLAN RS2.

INSTALL NO U-TURN NO LEFT TURN (SYMBOL) SIGN (R3-18) PER CALTRANS STANDARD PLAN RS2.INSTALL INTERSECTION LANE CONTROL SIGN (R61-32) PER CALTRANS STANDARD PLAN RS2 12 7
1314
15 1617
EXISTING/DEMOLITION/NEW SIGNAGE AND STRIPING PLAN CALTRANS STA 123+15 TO 114+00 0' 30' 60' 90'
SCALE: 1"=30'
30'

STRIPING AND SIGNAGE DEMOLITION QUANTITY CHART

KEYNOTE STRIPING TYPE STRIPING COLOR QUANTITY

TYPE VII (R) ARROW

TYPE IV (R) ARROW

LANE LINE

WHITEWHITE
EAEA

WHITE LF

RIGHT EDGE LINE WHITE LF

LANE LINE THROUGH

INTERSECTION
UNIT
1 2
7070
DATE
DIST COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS IMPERIAL I8
PERMIT NUMBER 11- 19-NUR-0675
CO IMP RTE I8 PM

STATE REPRESENTATIVE DATE
R36.50-R37.50
11 06/09/2022

AS-BUILT PLANS FOR ROADWAY GEOMETRICAND ABOVE GROUND FEATURES 5 WHITE LF 145
4 3
2 1
6 LEFT EDGE LINE YELLOW LF 410

MATCH LINE WITH TOP RIGHT AT
CALTRANS STA 114+00 ON SHEET 34

START OF EXISTING/DEMO STRIPING AND
SIGNAGE PLAN AT CALTRANS STA 123+15

EXISTING/DEMOLITION STRIPING AND SIGNAGE CONDITION

MATCH LINE WITH BOTTOM RIGHT AT
CALTRANS STA 114+00 ON SHEET 34

START OF NEW STRIPING AND SIGNAGE
PLAN AT CALTRANS STA 123+15

NEW STRIPING AND SIGNAGE CONDITION

STRIPING AND SIGNAGE NEW QUANTITY CHART

KEYNOTE STRIPING TYPE STRIPING COLOR QUANTITY

TYPE I ARROW

TYPE III (B) ARROWTYPE VII (R) ARROW

WHITEWHITE
EAEA

WHITE EA
"BIKE" PAVEMENT MARKING WHITE EA"LANE" PAVEMENT MARKING UNIT
5 3
1 5
YELLOW
LF
5 BIKE LANE ARROWLANE LINE

CHANNELIZING LINE

BIKE LANE LINE

INTERSECTION LINE BIKE
LANE

MEDIAN ISLAND

WHITEWHITEWHITEWHITEWHITEWHITE

LFLFLFLF
EAEA 5
550
145
205
230
370
1 2
3 4
56789
10 11

NO PEDESTRIANS,BICYCLES, MOTOR-DRIVEN

CYCLES SIGN

NO PEDESTRIAN CROSSING
(SYMBOL) SIGN

WHITEWHITE
EAEA
11 8
7 "ROAD CLOSED" SIGN WHITE EA 5 9OBJECT MARKER SIGN RED EA 4 10 121314
15 1617
CONTINENTAL CROSS WALK WHITE EA 1

INTERCHANGE LANE WHITE

CONTROL SIGN
EA 1
UP ARROW SIGN GREEN EA 4
INTERCHANGE GUIDE SIGN GREEN EA 1

NO U-TURN NO LEFT TURN WHITE
SIGN
EA 1
BIKE LANE SIGN WHITE EA 4
BASIC CROSSWALK WHITE EA 1 11

INTERSECTION LANE

CONTROL SIGN
WHITE EA 2 12

DOUBLE LEFT NOU-TURN SIGN
WHITE EA 1 13

17.a
Packet Pg. 281
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) 2 2
4 14
20 17
20 21
24 24

SOUTH IMPERIAL AVENUE
8' 12' 12' 12'
4'
12' 12' 8'
9 1
9 9
6 23
5 5
15 16
12 12
9 2
3 16
9 22
18 20
14 14
14 20
20 24
14 20
8' 12' 16' 12'
5'
12' 12' 8' 12'
8' 12' 16' 12' 12' 8' 12' STA 109+32
STA 113+06 25
14 20
℄ ℄
16 16
18 18 3 3
20 20 2 2
14 14 14
24 24
14 14 14
2 2 2
20 20 20
22 12
19 21 21
14 17 17
24 24 24
20 ℄ ℄ ℄ ℄
23 16
28 STA 107+90 35
STA 107+68 35
STA 107+52 38 40 42 45
STA 107+19 38 39 42 45
STA 107+10 36
STA 106+76 34
STA 108+02 36
STA 107+85 35
STA 107+76 32 33
STA 107+76 29 30
STA 107+17 29 30
STA 107+23 32 33
STA 107+13 36
STA 106+82 STA 106+47 34 27
20 14
24 24
24 14 SOUTH IMPERIAL AVENUE
℄
14 14
20 14
STA 112+19 44
EXISTING TYPE I (24') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE III (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE III (L) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE II (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING WHITE BASIC CROSSWALK MARKING PER CALTRANS STANDARD PLAN RSP A24F TO REMAIN.

EXISTING WHITE CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING YELLOW CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING WHITE STOP LEGEND MARKING PER CALTRANS STANDARD PLAN RSP A24D TO REMAIN.

EXISTING WHITE LIMIT LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE YIELD LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A TO REMAIN.

EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9A ON PLAN SHEET A20A TO REMAIN.

EXISTING SIGNAGE AND STRIPING KEYNOTES
123456789
101112
291718192021221623
242526
424331323334
EXISTING WHITE RIGHT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 27B ON PLAN SHEET A20B TO REMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38 ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38A ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38B ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE BIKE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 39 ON PLAN SHEET A20D TO REMAIN.EXISTING WHITE INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD DETAIL 39A ON PLAN SHEET A20D TO REMAIN.

EXISTING WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS MARKING PER CALTRANS STANDARD DETAIL 40 ON PLAN SHEET A20D TO REMAIN.

EXISTING YELLOW LEFT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 25A ON PLAN SHEET A20B TOREMAIN.EXISTING YELLOW MEDIAN ISLANDS MARKING PER CALTRANS STANDARD DETAIL 29 ON PLAN SHEET A20B TO REMAIN.EXISTING TRAFFIC LIGHT AHEAD (SYMBOL) ADVANCED TRAFFIC CONTROL SIGN (W3-3)D PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO RIGHT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DO NOT ENTER" SIGN (R5-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WRONG WAY" SIGN (R5-1a) PER CALTRANS STANDARD RS2 TO REMAIN.

EXISTING "NO PEDESTRIAN" SIGN (R5-10c) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1R) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1L) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO PEDESTRIAN CROSSING (SYMBOL) SIGN (R9-3) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eR) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eL) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING INTERSTATE ROUTE MARKER SIGN (G27-2 (8) (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G43 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G44 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "EAST" SIGN (G49 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WEST" SIGN (G50 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DOWNTOWN EL CENTRO" SIGN (G85-1 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING ROUTE 8 SHIELD WITH "WEST" UP ARROW AND "EAST" RIGHT ARROW INTERCHANGE GUIDE SIGN (G75) PER CALTRANS STANADARD RS2 TO REMAIN.

EXISTING "HOV LANE ENTRANCE" SIGN (G92-1 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING LEFT ARROW SIGN (M6-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DOUBLE ARROW SIGN (M6-4) PER CALTRANS STANDARD RS2 TO REMAIN. 35 13
36373839
14 2728
4041
15 30
44454647
EXISTING TYPE II (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO BE REMOVED.EXISTING TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO BE REMOVED.EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A TO BE
REMOVED.EXISTING WHITE RIGHT EDGE LINE MARKING PER
CALTRANS STANDARD DETAIL 27B ON PLAN SHEET
A20B TO BE REMOVED.

EXISTING WHITE LANE LINE EXTENSIONS THROUGH

INTERSECTIONS MARKING PER CALTRANS STANDARD
DETAIL 40 ON PLAN SHEET A20D TO BE REMOVED.EXISTING YELLOW LEFT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 25A ON PLAN SHEET
A20B TO BE REMOVED.

EXISTING NO PEDESTRIANS, BICYCLES, MOTOR-DRIVEN CYCLES SIGN (R5-10a) TO BE REMOVED.EXISTING NO PEDESTRIAN CROSSING (SYMBOL) SIGN (R9-3) TO BE REMOVED.EXISTING "ROAD CLOSED" SIGN (R11-2) TO BE REMOVED.EXISTING OBJECT MARKER SIGN (N-2 (CA)) TO BE REMOVED.EXISTING WHITE BASIC CROSS WALK MARKING PER CALTRANS STANDARD PLAN A20F TO BE REMOVED.

EXISTING INTERSECTION LANE CONTROL SIGN (R61-2) TO BE REMOVED.EXISTING DOUBLE LEFT TURN NO U-TURN SIGN (R73-8) TO BE REMOVED.

DEMO SIGNAGE AND STRIPING

KEYNOTES
123456789
10111213
6 4 5 6
2 2
4 14
20 17
20 21
24 24

SOUTH IMPERIAL AVENUE
8' 12' 12' 12'
4'
12' 12' 8'
9 1
9 9
6 23
5 5
15 16
12 12
9 2
3 16
9 22
18 20
14 14
14 20
20 24
14 20
8' 12' 16' 12'
5'
12' 12' 8' 12'
8' 12' 16' 12' 12' 8' 12' STA 108+03 STA 109+32
STA 113+06 25
14 20
℄ ℄
16 16
18 18 3 3
20 20 2 2
14 14 14
24 24
14 14 14
2 2 2
20 20 20
22 12
19 21 21
14 17 17
24 24 24
20 ℄ ℄ ℄ ℄
4 23
16 28
STA 107+90 35
STA 107+68 35
STA 107+52 38 40 42 45
STA 107+19 38 39 42 45
STA 107+10 36
STA 106+76 34
STA 108+02 36
STA 107+85 35
STA 107+76 32 33
STA 107+76 29 30
STA 107+17 29 30
STA 107+23 32 33
STA 107+13 36
STA 106+82 STA 106+47 34 27
20 14
24 24
24 14 SOUTH IMPERIAL AVENUE
℄
14 14
STA 111+83
4 5 STA 110+97
4 5 6
4 5 6 STA 108+54
20 14
STA 112+19
STA 107+76
STA 107+76
14 15
14 15 44
4 5 6 STA 106+89
4 5 6 STA 106+88
PAINT TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT TYPE III (B) ARROW PER CALTRANS STANDARD PLAN RSP A24B.PAINT TYPE VII (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A.PAINT "BIKE" PAVEMENT WORD MARKING PER CALTRANS STANDARD PLAN RSP A24D.

PAINT "LANE" PAVEMENT WORD MARKING PER CALTRANS STANDARD PLAN RSP A24D.

PAINT BIKE LANE ARROW MARKING PER CALTRANS STANDARD PLAN RSP A24A.PAINT WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ONPLAN SHEET A20A.

NEW SIGNAGE AND STRIPING KEYNOTES
1 2
3 4
5 6
89 10
11 INSTALL BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD PLAN RS2. PANELS SHALL BE BLACK AND WHITE.INSTALL UP ARROW SIGN (M6-3) PER CALTRANS STANDARD PLAN RS2. PANELS SHALL BE BLACK AND WHITE.INSTALL ROUTE 8 SHIELD WITH "WEST" UP ARROW AND "EAST" RIGHT ARROWINTERCHANGE GUIDE SIGN (G77) PER CALTRANS STANDARD PLAN RS2.INSTALL NO U-TURN NO LEFT TURN (SYMBOL) SIGN (R3-18) PER CALTRANS STANDARD PLAN RS2.INSTALL INTERSECTION LANE CONTROL SIGN (R61-32) PER CALTRANS STANDARD PLAN RS2. 12 7
13 14151617
PAINT WHITE CHANNELIZING LINE MARKING PER CALTRANS DETAIL 38A ON PLAN SHEET A20D.PAINT WHITE BIKE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 39 ON PLAN SHEET A20D.

PAINT WHITE INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD DETAIL 39A ONPLAN SHEET A20D.PAINT YELLOW MEDIAN ISLAND MARKING PER CALTRANS STANDARD DETAIL 29 ON PLAN SHEETRSP A20B.PAINT WHITE CONTINENTAL CROSS WALK MARKINGS PER CALTRANS STANDARD PLAN RSP A24F.

INSTALL INTESERCTION LANE CONTROL SIGN (R61-33) PER CALTRANS STANDARD PLAN RS2. 18 EXISTING/DEMOLITION/NEW SIGNAGE AND STRIPING PLAN CALTRANS STA 114+00 TO 104+85 DATE
DIST COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS IMPERIAL I8
PERMIT NUMBER 11- 19-NUR-0675
CO IMP RTE I8 PM

STATE REPRESENTATIVE DATE
R36.50-R37.50
11 06/09/2022

AS-BUILT PLANS FOR ROADWAY GEOMETRICAND ABOVE GROUND FEATURES MATCH LINE WITH TOP LEFT ON SHEET 33 AT
CALTRANS STA 114+00
MATCH LINE WITH TOP RIGHT ON SHEET 35
AT CALTRANS STA 104+85

EXISTING/DEMOLITION STRIPING AND SIGNAGE CONDITION

NEW STRIPING AND SIGNAGE CONDITION

REFER TO DEMO/NEW STRIPING AND
SIGNAGE QUANTITY CHARTS ON SHEET 33.

MATCH LINE WITH BOTTOM LEFT ON SHEET 33 AT
CALTRANS STA 114+00
MATCH LINE WITH BOTTOM RIGHT ON SHEET 35
AT CALTRANS STA 104+85
0' 30' 60' 90'
SCALE: 1"=30'
30'

17.a
Packet Pg. 282
Attachment: 11X17 Phase I Bid Set Plans (1190 : Approval of Plans and Specs - Imperial Avenue Extension Phase I) CALTRANS STA 98+65
1 1
3 3 3
4 6
9 9
9 12
12 14 14
14 16
22 16
12 16
16 23
23 24
1 1
1 1
1 2
3 STA 102+01
STA 100+34
STA 100+01 4 5 6
4 5 6
STA 101+61 4 5 6
4 5 6
STA 103+15 4 5 6
STARTSTA 104+00
10 END
STA 103+44
10 STARTSTA 103+42
9 END
STA 101+97
9 END
STA 101+97
8 STARTSTA 104+00
7 END
STA 101+97
7 STARTSTA 100+28
7 STARTSTA 100+28
9 STARTSTA 100+40
10 STARTSTA 100+40
7 STARTSTA 100+40
11 8' 12' 12' 16' 12' 8'
5'
12'
8' 12' 12' 16' 8' 12' 12'
12' 12'
16 14
17 24
24 24
14 16
16 3
12 16
24 16
START
STA 103+42
8 10 10
7 11 11 11
7 7
9 9
℄ ℄ ℄ ℄
8 9
7 7 7
9 8 10
4 00
STA 102+13 29
STA 102+13 34
STA 101+96 36
STA 101+24 35
38 39 41
STA 100+65 36 STA 100+37 35
STA 100+36 36
STA 100+73 30
STA 100+72 33
29 STA 100+72 36
29 30
34 STA 101+27 38
1 39 41 45
15 24

SOUTH IMPERIAL AVENUE
STA 103+15 4 5 6
14 7
15 17
STA 102+70
STA 102+68
14 15
14 15
STA 99+40
9 9
16 STA 101+16
STA 101+17
18 STA 101+15
EXISTING TYPE I (24') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE I (10') ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (R) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE IV (L) ARROW PER CALTRANS STANDARD PLAN RSP A24A TO REMAIN.EXISTING TYPE III (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE III (L) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING TYPE II (R) ARROW PER CALTRANS STANDARD PLAN RSP A24B TO REMAIN.EXISTING WHITE BASIC CROSSWALK MARKING PER CALTRANS STANDARD PLAN RSP A24F TO REMAIN.

EXISTING WHITE CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING YELLOW CONTINENTAL CROSSWALK MARKING PER CALTRANS STANDARDPLAN RSP A24F TO REMAIN.EXISTING WHITE STOP LEGEND MARKING PER CALTRANS STANDARD PLAN RSP A24D TO REMAIN.

EXISTING WHITE LIMIT LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE YIELD LINE MARKING PER CALTRANS STANDARD PLAN RSP A24E TOREMAIN.EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9 ON PLAN SHEET A20A TO REMAIN.

EXISTING WHITE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 9A ON PLAN SHEET A20A TO REMAIN.

EXISTING SIGNAGE AND STRIPING KEYNOTES
123456789
101112
291718192021221623
242526
424331323334
EXISTING WHITE RIGHT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 27B ON PLAN SHEET A20B TO REMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38 ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38A ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE CHANNELIZING LINE MARKING PER CALTRANS STANDARD DETAIL 38B ON PLAN SHEET A20D TOREMAIN.EXISTING WHITE BIKE LANE LINE MARKING PER CALTRANS STANDARD DETAIL 39 ON PLAN SHEET A20D TO REMAIN.EXISTING WHITE INTERSECTION LINE BIKE LANE MARKING PER CALTRANS STANDARD DETAIL 39A ON PLAN SHEET A20D TO REMAIN.

EXISTING WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS MARKING PER CALTRANS STANDARD DETAIL 40 ON PLAN SHEET A20D TO REMAIN.

EXISTING YELLOW LEFT EDGE LINE MARKING PER CALTRANS STANDARD DETAIL 25A ON PLAN SHEET A20B TOREMAIN.EXISTING YELLOW MEDIAN ISLANDS MARKING PER CALTRANS STANDARD DETAIL 29 ON PLAN SHEET A20B TO REMAIN.EXISTING TRAFFIC LIGHT AHEAD (SYMBOL) ADVANCED TRAFFIC CONTROL SIGN (W3-3)D PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "STOP" SIGN (R1-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO RIGHT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO LEFT TURN (SYMBOL) MOVEMENT PROHIBITION SIGN (R3-2) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DO NOT ENTER" SIGN (R5-1) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WRONG WAY" SIGN (R5-1a) PER CALTRANS STANDARD RS2 TO REMAIN.

EXISTING "NO PEDESTRIAN" SIGN (R5-10c) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1R) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "ONE WAY" SIGN (R6-1L) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING NO PEDESTRIAN CROSSING (SYMBOL) SIGN (R9-3) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eR) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING PEDESTRIAN SIGN (R10-3eL) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING BIKE LANE SIGN (R81 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING INTERSTATE ROUTE MARKER SIGN (G27-2 (8) (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G43 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING DIRECTIONAL ARROW AUXILIARY SIGN (G44 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "EAST" SIGN (G49 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "WEST" SIGN (G50 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING "DOWNTOWN EL CENTRO" SIGN (G85-1 (CA)) PER CALTRANS STANDARD RS2 TO REMAIN.EXISTING ROUTE 8 SHIELD WITH "WEST" UP ARROW AND "EAST" RIGHT ARROW INTERCHANGE GUIDE SIGN (G75) PER CALTRANS STANADARD RS2 TO REMAIN.

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