Agenda packet — Rolling Hills City Council, July 24, 2023

1. CALL TO ORDER

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE

4. PRESENTATIONS/PROCLAMATIONS/ANNOUNCEMENTS

5. APPROVE ORDER OF THE AGENDA
This is the appropriate time for the Mayor or Councilmembers to approve the agenda as is or reorder.

6. BLUE FOLDER ITEMS (SUPPLEMENTAL)
Blue folder (supplemental) items are additional back up materials to administrative reports, changes to the posted agenda packet, and/or public comments received after the printing and distribution of the agenda packet for receive and file.

7. PUBLIC COMMENT ON NON-AGENDA ITEMS
This is the appropriate time for members of the public to make comments regarding itemsnot listed on this agenda.

Pursuant to the Brown Act, no action will take place on any items not on the agenda.

8. CONSENT CALENDAR
Business items, except those formally noticed for public hearing, or those pulled for discussion are assigned to the Consent Calendar. The Mayor or any Councilmember may request that any Consent Calendar item(s) be removed, discussed, and acted upon separately. Items removed from the Consent Calendar will be taken up under the "Excluded Consent Calendar" section below. Those items remaining on the Consent Calendar will be approved in one motion. The Mayor will call on anyone wishing to address the City Council on any Consent Calendar item on the agenda, which has not been pulled by Councilmembers for discussion.

8.A. APPROVE AFFIDAVIT OF POSTING FOR THE CITY COUNCIL REGULAR MEETING OF JULY 24, 2023
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
(310) 377-1521
AGENDA
Regular City Council Meeting

CITY COUNCIL
Monday, July 24, 2023

CITY OF ROLLING HILLS
7:00 PM
The meeting agenda is available on the City’s website. The City Council meeting will be live-streamed on the City’s website.

Both the agenda and the live-streamed video can be found here:
https://www.rolling-hills.org/government/agenda/index.php Members of the public may submit written comments in real-time by emailing the City Clerk’s office at [email protected].

Your comments will become part of the official meeting record. You must provide your full name, but please do not provide any other personal information that you do not want to be published.

Recordings to City Council meetings can be found here: https://www.rolling-hills.org/government/agenda/index.php Next Resolution No. 1346 Next Ordinance No. 384
1 RECOMMENDATION: Approve.

8.B. APPROVE MOTION TO READ BY TITLE ONLY AND WAIVE FURTHER

READING OF ALL ORDINANCES AND RESOLUTIONS LISTED ON THE AGENDA
RECOMMENDATION: Approve.

8.C. APPROVE THE FOLLOWING CITY COUNCIL MINUTES: JULY 10, 2023 RECOMMENDATION: Approve as presented.

8.D. PAYMENT OF BILLS
RECOMMENDATION: Approve as presented.

8.E. REPUBLIC SERVICES RECYCLING TONNAGE REPORT FOR JUNE 2023 RECOMMENDATION: Receive and file.

9. EXCLUDED CONSENT CALENDAR ITEMS

10. COMMISSION ITEMS

11. PUBLIC HEARINGS

11.A. ADOPT BY TITLE ONLY ORDINANCE NO. 383 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROLLING HILLS AMENDING CHAPTER 15.20 (FIRE CODE) OF TITLE 15 (BUILDINGS AND CONSTRUCTION) OF THE ROLLING

HILLS MUNICIPAL CODE AND FINDING THE ORDINANCE IS EXEMPT FROM CEQA. FOR SECOND READING AND ADOPTION.

RECOMMENDATION: Adopt by title only Ordinance No.383 regarding the Fire Code.

12. OLD BUSINESS

12.A. RECEIVE AND FILE A REPORT ON THE NEXT CITY SPONSORED COMMUNAL BINS EVENT FROM AUGUST 4, 2023 TO AUGUST 12, 2023 TO

ASSIST RESIDENTS WITH FIRE FUEL REDUCTION IN THE COMMUNITY RECOMMENDATION: Receive and file.

13. NEW BUSINESS

13.A. DISCUSS AND APPROVE NEW TENNIS COURT CABANA AND AMENITIES

PROPOSED BY THE ROLLING HILLS COMMUNITY ASSOCIATION
CL_AGN_230724_CC_AffidavitofPosting.pdf
CL_MIN_230710_CC_F.pdf
CL_AGN_230724_CC_PaymentOfBills_E.pdf
VC_REP_230719_June_YTD_TonnageReport.pdf
383_FireCodeOrdinance_F.pdf
CL_AGN_230626_CC_RedlineVersion_Chapter15.20.pdf
CL_AGN_230626_CC_LACounty_FireCodeTitle32Letter_051123.pdf CL_AGN_230626_CC_GuidanceSuggestedModelOrdinance_LACFireCode2023Edition_042723.pdf PW_REF_230718_CommunalBin_SE_Rotation.pdf
2 RECOMMENDATION: Approve as proposed.

14. MATTERS FROM THE CITY COUNCIL

14.A. DISCUSSION ON COYOTE MANAGEMENT MEASURES AND CONSIDERATION

OF THE CITY CONTRIBUTING TO ONGOING COSTS (COUNCILMEMBER BLACK)
RECOMMENDATION: Discuss the matter and provide direction to staff.

14.B. VERBAL REPORT FROM THE SOLID WASTE AND RECYCLING COMMITTEE ON THE JULY 13, 2023 MEETING
RECOMMENDATION: Receive and file.

15. MATTERS FROM STAFF

15.A. RECEIVE AND FILE FIRE FUEL ABATEMENT AND CODE ENFORCEMENT QUARTERLY REPORT FOR THE SECOND QUARTER OF 2023 (APRIL 1 THROUGH JUNE 30)
RECOMMENDATION: Receive and file.

16. RECESS TO CLOSED SESSION

16.A. CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION. BASED

ON EXISTING FACTS AND CIRCUMSTANCES, THE CITY COUNCIL IS

DECIDING WHETHER TO INITIATE LITIGATION PURSUANT TO SECTION 54956.9(D)(4)- 1 POTENTIAL CASE
RECOMMENDATION: None.

17. RECONVENE TO OPEN SESSION

18. ADJOURNMENT
Next regular meeting: Monday, August 14, 2023 at 7:00 p.m. in the City Council Chamber, Rolling Hills City Hall, 2 Portuguese Bend Road, Rolling Hills, California, 90274.

PW_TEN_TennisCourtCabana_RHCA_062323.pdf
PW_TEN_230711_RHCATennisCourtLandscape.pdf
CA_AGR_230626_LAC_ACWM_PestControl_No779_PE.pdf
CE_QRP_2023_Q2_Opened_Cases_F.pdf
CE_QRP_2023_Q2_Cumulative_Open_Cases_F.pdf
CE_QRP_2023_Q2_Closed_Cases_F.pdf
Notice:

Public Comment is welcome on any item prior to City Council action on the item.

Documents pertaining to an agenda item received after the posting of the agenda are available for review in the City Clerk's office or at the meeting at which the item will be considered.

In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this meeting due to your disability, please contact the City Clerk at (310) 377-1521 at least 48 hours prior to the meeting to enable the City to make reasonable arrangements to ensure accessibility and accommodation for your review of this agenda and attendance at this meeting. 3 4
Agenda Item No.: 8.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: APPROVE AFFIDAVIT OF POSTING FOR THE CITY COUNCIL REGULAR MEETING OF JULY 24, 2023
DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Approve.

ATTACHMENTS:

CL_AGN_230724_CC_AffidavitofPosting.pdf
5 Administrative Report

8.A., File # 1917 Meeting Date: 07/24/2023
To: MAYOR & CITY COUNCIL
From: Christian Horvath, City Clerk
TITLE
APPROVE AFFIDAVIT OF POSTING FOR THE CITY COUNCIL REGULAR MEETING OF JULY 24, 2023

EXECUTIVE SUMMARY

STATE OF CALIFORNIA )

COUNTY OF LOS ANGELES ) SS

CITY OF ROLLING HILLS )

AFFIDAVIT OF POSTING
In compliance with the Brown Act, the following materials have been posted at the locations below.

Legislative Body City Council
Posting Type Regular Meeting Agenda
Posting Location 2 Portuguese Bend Road, Rolling Hills, CA 90274 City Hall Window
City Website: https://www.rolling-hills.org/government/agenda/index.php https://www.rolling-hills.org/government/city_council/city_council_archive_agendas/index.php Meeting Date & Time JULY 24, 2023 7:00pm Open Session
As City Clerk of the City of Rolling Hills, I declare under penalty of perjury, the document noted above was posted at the date displayed below.

Christian Horvath, City Clerk
Date: July 21, 2023
6 Agenda Item No.: 8.B
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: APPROVE MOTION TO READ BY TITLE ONLY AND WAIVE FURTHER

READING OF ALL ORDINANCES AND RESOLUTIONS LISTED ON THE AGENDA
DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Approve.

ATTACHMENTS:
7 Agenda Item No.: 8.C
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: APPROVE THE FOLLOWING CITY COUNCIL MINUTES: JULY 10 , 2023 DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Approve as presented.

ATTACHMENTS:

CL_MIN_230710_CC_F.pdf
8 MINUTES – CITY COUNCIL MEETING
Monday, July 10, 2023

Page 1 ends

Minutes
Rolling Hills City Council
Monday, July 10, 2023
Regular Meeting 7:00 p.m.

1. CALL TO ORDER
The City Council of the City of Rolling Hills met in person on the above date at 7:00 p.m. Mayor Wilson presiding.

2. ROLL CALL
Councilmembers Present: Black, Dieringer, Mayor Pro Tem Mirsch, Mayor Wilson Councilmembers Absent: Pieper
Staff Present: Christian Horvath, City Clerk / Executive Assistant to the City Manager John Signo, Planning & Community Services Director
Pat Donegan, City Attorney
Robert Samario. Finance Director (remotely via zoom)

3. PLEDGE OF ALLEGIANCE – Councilmember Dieringer

4. PRESENTATIONS/PROCLAMATIONS/ANNOUNCEMENTS – NONE

5. APPROVE ORDER OF THE AGENDA
Mayor Wilson requested moving item 13A up after Excluded Consent Calendar Items.

Motion by Councilmember Dieringer, seconded by Mayor Pro Tem Mirsch move Item 13A up after Excluded Consent Calendar Items. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

6. BLUE FOLDER ITEMS (SUPPLEMENTAL) – NONE

7. PUBLIC COMMENT ON NON-AGENDA ITEMS
City Clerk / Executive Assistant to the City Manager Horvath presented written comment to the City Council and public from Brandee Keith, Senior Public Affairs Specialist for the South Coast AQMD Public Comment: Shirley Langer, Alfred Visco
Motion by Councilmember Black, seconded by Councilmember Dieringer to agendize a discussion at a future City Council meeting regarding the City potentially paying directly for coyote abatement services. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

8. CONSENT CALENDAR
9 MINUTES – CITY COUNCIL MEETING
Monday, July 10, 2023

Page 2 ends

8.A. APPROVE AFFIDAVIT OF POSTING FOR THE CITY COUNCIL REGULAR MEETING OF JULY 10, 2023

8.B. APPROVE MOTION TO READ BY TITLE ONLY AND WAIVE FURTHER READING OF ALL

ORDINANCES AND RESOLUTIONS LISTED ON THE AGENDA

8.C. APPROVE THE FOLLOWING CITY COUNCIL MINUTES: JUNE 26, 2023

8.D. PAYMENT OF BILLS

8.E. PULLED BY MAYOR PRO TEM MIRSCH

8.F. DESIGNATE VOTING DELEGATE AND ALTERNATE VOTING DELEGATE TO THE LEAGUE OF CALIFORNIA CITIES ANNUAL CONFERENCE FROM SEPTEMBER 20-22 TO BE HELD IN

SACRAMENTO, CA

8.G. PULLED BY MAYOR PRO TEM MIRSCH

8.H. PULLED BY MAYOR PRO TEM MIRSCH

8.I. APPROVE A SECOND AMENDMENT TO THE LEASE AGREEMENT WITH THE ROLLING HILLS COMMUNITY ASSOCIATION MAINTAINING THE CURRENT LEASE AMOUNT OF $5,749.25

PER MONTH

8.J. PULLED BY MAYOR PRO TEM MIRSCH
City Attorney Donegan noted that staff recommendation was to approve all consent items with a minor modification to Exhibit A in the Professional Services Agreement for Item 8G. The text in section 2a should read as follows: “Provide support to City staff for the implementation and review of the outdoor siren Project.”
Motion by Councilmember Dieringer, seconded by Councilmember Black to approve Consent Calendar Items excluding items 8E, 8G, 8H and 8J. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

9. EXCLUDED CONSENT CALENDAR ITEMS

8.E. RECEIVE AND FILE A REPORT ON THE NEXT CITY SPONSORED COMMUNAL BINS EVENT FROM AUGUST 4, 2023 TO AUGUST 12, 2023 TO ASSIST RESIDENTS WITH FIRE FUEL

REDUCTION IN THE COMMUNITY
Motion by Councilmember Dieringer, seconded by Mayor Wilson to table this item to the July 24, 2023 City Council meeting. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper
10 MINUTES – CITY COUNCIL MEETING
Monday, July 10, 2023

Page 3 ends

8.G. ADOPT BY RESOLUTION NO. 1343 AUTHORIZING A BUDGET MODIFICATION OF $21,100

AND APPROVE A FOURTH AMENDMENT TO THE PROFESSIONAL SERVICES AGREEMENT

WITH ALAN PALERMO CONSULTING FOR PROJECT MANAGEMENT SERVICES DURING FISCAL YEAR 2023-2024
Mayor Pro Tem Mirsch stated she did not intend to pull this item.

Motion by Councilmember Black, seconded by Councilmember Dieringer to approve as presented with the City Attorney’s noted amendment to the language in Exhibit A, section 2a. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

8.H. ADOPT BY RESOLUTION NO. 1344 AUTHORIZING A BUDGET MODIFICATION OF $307,000

FOR THE TENNIS COURTS ADA IMPROVEMENT PROJECT AND APPROVE A PROFESSIONAL SERVICES AGREEMENT WITH RICHIE-BRAY, INC. FOR UPDATED

LANDSCAPE, LIGHTING AND IRRIGATION PLANS
Mayor Pro Tem Mirsch requested that items such as this with large monetary expenses, regardless of whether the City Council has approved previously, be agendized under Old Business.

Motion by Councilmember Black, seconded by Mayor Pro Tem Mirsch to approve as presented. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

8.J. PREPARE A GRANT APPLICATION FOR THE FEDERAL EMERGENCY MANAGEMENT

AGENCY (FEMA) HAZARD MITIGATION GRANT PROGRAM FOR ADDITIONAL FIRE FUEL ABATEMENT IN ROLLING HILLS; APPROVE FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT WITH MNS ENGINEERS, INC. TO PREPARE THE GRANT APPLICATION FOR A NOT-TO-EXCEED AMOUNT OF $30,470; AND ADOPT BY RESOLUTION NO. 1345 AUTHORIZING A BUDGET MODIFICATION OF $30,470
Mayor Pro Tem Mirsch requested again that items such as this with large monetary expenses be agendized under Old Business. She also requested that staff use a naming convention in the staff reports to clearly distinguish between past and current projects.

Motion by Councilmember Dieringer, seconded by Mayor Pro Tem Mirsch to approve as presented. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

10. COMMISSION ITEMS – NONE
Mayor Wilson moved to Item 13A.

13. NEW BUSINESS
11 MINUTES – CITY COUNCIL MEETING
Monday, July 10, 2023

Page 4 ends

13.A APPOINT DAVID READY AS INTERIM CITY MANAGER AND APPROVE AGREEMENT FOR

INTERIM CITY MANAGER SERVICES
Presentation by City Attorney Patrick Donegan
Motion by Councilmember Black, seconded by Mayor Pro Tem Mirsch to Adopt Resolution No. 1342 appointing David Ready as Interim City Manager and approve an employment agreement with David Ready as Interim City Manager effective July 8, 2023 with acceptance of an alternative work week schedule defined as Monday through Wednesday on weeks with Council meetings and Tuesday through Thursday on weeks without Council meetings. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper
Mayor Wilson moved back to Item 11A.

11. PUBLIC HEARINGS

11.A. A PUBLIC HEARING TO CONSIDER AND APPROVE A RESOLUTION AUTHORIZING

PLACEMENT OF SOLID WASTE SERVICE CHARGES OWED TO REPUBLIC SERVICES

PURSUANT TO ITS SOLID WASTE FRANCHISE WITH THE CITY OF ROLLING HILLS ON THE FY 2023-2024 LOS ANGELES COUNTY AUDITOR-CONTROLLER'S OFFICE ANNUAL TAX ROLL
Presentation by Finance Director Robert Samario
Motion by Mayor Pro Tem Mirsch, seconded by Mayor Wilson to make the finding that there is no majority protest by property owners in the City of Rolling Hills and Adopt Resolution No. 1341 placing the sanitation service charge on the annual County of Los Angeles Tax Roll. Motion carried with the following vote:

AYES: Dieringer, Mirsch, Mayor Wilson
NOES: Black
ABSENT: Pieper

12. OLD BUSINESS

12.B. APPROVE TENNIS COURTS ADA IMPROVEMENT PROJECT DESIGN; AUTHORIZE STAFF TO ADVERTISE FOR CONSTRUCTION BIDS; AND APPROVE LANDSCAPING DESIGN FOR THE

TENNIS COURTS
Presentation by Planning & Community Services Director John Signo, Motion by Councilmember Dieringer, seconded by Mayor Pro Tem Mirsch to approve the agreement with RACE Communications for a three-year term. Motion carried unanimously with the following vote:

AYES: Black, Dieringer, Mirsch, Mayor Wilson
NOES: None
ABSENT: Pieper

14. MATTERS FROM THE CITY COUNCIL – NONE
12 MINUTES – CITY COUNCIL MEETING
Monday, July 10, 2023

Page 5 ends

15. MATTERS FROM STAFF – NONE

16. RECESS TO CLOSED SESSION – 7:39 P.M.

16.A. PERSONNEL PURSUANT TO GOVERNMENT CODE SECTION (B) 54957 THE CITY COUNCIL

MAY MEET IN CLOSED SESSION TO CONSIDER THE APPOINTMENT/EMPLOYMENT OF A PUBLIC EMPLOYEE. (CITY MANAGER)

17. RECONVENE TO OPEN SESSION – 8:05 P.M.

18. ADJOURNMENT: 8:05 P.M.

The meeting was adjourned at 8:05 p.m on July 10, 2023. The next regular adjourned meeting of the City Council is scheduled to be held on Monday, July 24, 2023 beginning at 7:00 p.m. in the City Council Chamber at City Hall, 2 Portuguese Bend Road, Rolling Hills, California. It will also be available via City’s website link at: https://www.rolling-hills.org/government/agenda/index.php All written comments submitted are included in the record and available for public review on the City website.

Respectfully submitted,
____________________________________
Christian Horvath, City Clerk
Approved,
____________________________________
Patrick Wilson, Mayor
13 Agenda Item No.: 8.D
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: PAYMENT OF BILLS
DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Approve as presented.

ATTACHMENTS:

CL_AGN_230724_CC_PaymentOfBills_E.pdf
14 15
16 Agenda Item No.: 8.E
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: REPUBLIC SERVICES RECYCLING TONNAGE REPORT FOR JUNE 2023
DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Receive and file.

ATTACHMENTS:

VC_REP_230719_June_YTD_TonnageReport.pdf
17 Year 2023
Franchise Y/N Y
Month Commodity Tons Collected Tons Recovered Tons Disposed Diversion % Jan Greenwaste 75.94 75.94 - 100.00%
Greenwaste - Free Residential Roll Off Bin 4.76 4.76 - 100.00% Trash 180.77 - 180.77 0.00%
Jan Total 261.47 80.70 180.77 30.86%
Feb Greenwaste 84.50 84.50 - 100.00%
Greenwaste - Free Residential Roll Off Bin 11.62 11.62 - 100.00% Trash 133.45 - 133.45 0.00%
Feb Total 229.57 96.12 133.45 41.87%
Mar Greenwaste 135.07 135.07 - 100.00%
Greenwaste - Free Residential Roll Off Bin 4.62 4.62 - 100.00% Trash 185.99 - 185.99 0.00%
Mar Total 325.68 139.69 185.99 42.89%
Apr Greenwaste 105.00 105.00 - 100.00%
Trash 153.22 - 153.22 0.00%
Trash - Free Residential Roll Off Bin 1.39 - 1.39 0.00% Apr Total 259.61 105.00 154.61 40.45%
May Greenwaste 103.43 103.43 - 100.00%
Greenwaste - Free Residential Roll Off Bin 1.42 1.42 - 100.00% Recycle 1.17 0.40 0.77 33.79%
Trash 191.15 - 191.15 0.00%
May Total 297.17 105.25 191.92 35.42%
Jun Greenwaste 145.67 145.67 - 100.00%
Trash 186.82 - 186.82 0.00%
Jun Total 332.49 145.67 186.82 43.81%
Grand Total 1,705.99 672.43 1,033.56 39.42%

CITY OF ROLLING HILLS RESIDENTIAL FRANCHISE
2023

Page 1 of 2 ends

18 Year 2023
Franchise Y/N N
Month Commodity Tons Collected Tons Recovered Tons Disposed Diversion % Jan Recycle 0.41 0.19 0.21 47.92%
Trash 68.77 - 68.77 0.00%
Organics 0.03 0.01 0.02 20.85%
Jan Total 69.20 0.20 69.00 0.29%
Feb Recycle 0.15 0.07 0.08 47.28%
Trash 84.23 - 84.23 0.00%
Organics 0.16 0.07 0.09 42.47%
Feb Total 84.54 0.14 84.40 0.17%
Mar Recycle 0.19 0.07 0.13 35.00%
Trash 46.39 - 46.39 0.00%
Organics 0.20 0.14 0.06 69.23%
Mar Total 46.78 0.21 46.58 0.44%
Apr Recycle 0.15 0.05 0.10 35.94%
Trash 166.55 - 166.55 0.00%
Organics 0.10 0.07 0.03 69.22%
Apr Total 166.80 0.12 166.68 0.07%
May Greenwaste 2.94 2.94 - 100.00%
Recycle 0.26 0.09 0.17 33.79%
Trash 101.93 - 101.93 0.00%
Organics 0.07 0.04 0.03 60.37%
May Total 105.20 3.07 102.13 2.92%
Jun Greenwaste 8.21 8.21 - 100.00%
Recycle 0.23 0.08 0.15 33.34%
Trash 65.16 - 65.16 0.00%
Organics 0.13 0.12 0.01 94.11%
Jun Total 73.73 8.41 65.32 11.41%
Grand Total 546.26 12.15 534.11 2.22%

CITY OF ROLLING HILLS NON-FRANCHISE
2023

Page 2 of 2 ends

19 Agenda Item No.: 11.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: JOHN SIGNO, DIRECTOR OF PLANNING & COMMUNITY SERVICES THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: ADOPT BY TITLE ONLY ORDINANCE NO. 383 - AN ORDINANCE OF

THE CITY COUNCIL OF THE CITY OF ROLLING HILLS AMENDING
CHAPTER 15.20 (FIRE CODE) OF TITLE 15 (BUILDINGS AND

CONSTRUCTION) OF THE ROLLING HILLS MUNICIPAL CODE AND
FINDING THE ORDINANCE IS EXEMPT FROM CEQA. FOR SECOND
READING AND ADOPTION.

DATE: July 24, 2023
BACKGROUND:

Every three years, the California Building Standards Commission, together with other state agencies (e.g., the Department of Housing and Community Development), updates the state’s building standards by adopting a new edition of the California Building Standards Code (“CBSC”). The CBSC consists of multiple building codes codified in Title 24 of the California Code of Regulations (these include the state Fire Code, Title 24, Part 9). Effective January 1, 2023, these building standards apply to all building occupancies throughout the state, whether or not they are adopted by a local jurisdiction. Cities and counties, however, will typically pass ordinances adopting the CBSC by reference for the purpose of amending the state standards in accordance with local conditions and to adopt administrative provisions (e.g., fees, remedies for code violations, etc.).

Local amendments must be specific to each edition of the CBSC. State law also provides that cities and counties may adopt amendments to the state building standards only if the local governing body (i.e., the City Council) finds that such modifications or changes are reasonably necessary because of local climatic, geological or topographical conditions, and if the local amendments are at least as restrictive as the state standards. (Administrative provisions that do not establish building standards may be enacted without necessity findings.) Traditionally, the City of Rolling Hills has adopted the CBSC as adopted and amended by Los Angeles County. On January 31, 2023, the County Board of Supervisors adopted the new county Fire Code with local amendments, which came into effect on March 2, 2023. Attached to this report is a letter from the Los Angeles County Fire Department summarizing the adoption of the County ordinance.
20 On June 26, 2023, the City Council introduced Ordinance No. 383 for first reading. The ordinance is now ready for adoption and second reading. If adopted, the ordinance becomes effective in thirty days.

DISCUSSION:

Ordinance No. 383 largely functions to adopt the current edition of the Fire Code, as amended by the Los Angeles County Code.

Under State law, only those building standards that are effective at the local level at the time an application for a building permit is submitted apply to the plans and the construction performed under that building permit.

As the City’s local modifications are necessitated by the area’s topographic, geologic and climatic conditions, allowing structures to be built absent the requirements of these tailored building standards presents a risk to the public health, safety, and welfare. (Specifically, the City is located in a Very High Fire Hazard Severity Zone characterized by hot, dry summers and heavy winter rains which result in expansive soil conditions. The area’s topography is also marked by geological instability, all of which conditions are addressed through the regional and local amendments to the CBSC.)
The City Council previously adopted Ordinance No. 382 on January 9, 2023, which noted in part that the statewide Fire Code was to take effect in the City without modification. The proposed Ordinance No. 383 further amends Rolling Hills Municipal Code (RHMC) Chapter

15.20 (Fire Code) to reflect that the Los Angeles County Board of Supervisors has since amended its version of Title 32, Fire Code.

ENVIRONMENTAL REVIEW:

This ordinance is not a project within the meaning of Section 15378 of the California Environmental Quality Act (“CEQA”) Guidelines because it has no potential for resulting in physical change to the environment. Most of the terms of the building standards in the proposed Ordinance are dictated by the California Buildings Standards Code and county amendments to the state standards only make those modifications necessary for local regional conditions which are at least as protective of the environment as the state codes. City-specific amendments are limited to creating administrative processes for local enforcement of the state building standards. Alternatively, even if the ordinance is a project within the meaning of CEQA, its adoption is exempt from CEQA under the general rule that CEQA only applies to projects that may cause significant adverse effects on the environment. Pursuant to CEQA Guideline section 15061(b)(3), as this ordinance is largely administrative in nature, there is no possibility that the City’s action would adversely affect the environment in any manner that could be significant.

FISCAL IMPACT:

Building plan check and permit fees are paid to compensate the City for expenditures associated with these activities. As the changes in the Codes are minor, the fees collected will continue to match the expenditures, and there will be no net fiscal impact to the City.

RECOMMENDATION:

Adopt by title only Ordinance No.383 regarding the Fire Code. 21 ATTACHMENTS:
383_FireCodeOrdinance_F.pdf
CL_AGN_230626_CC_RedlineVersion_Chapter15.20.pdf
CL_AGN_230626_CC_LACounty_FireCodeTitle32Letter_051123.pdf CL_AGN_230626_CC_GuidanceSuggestedModelOrdinance_LACFireCode2023Edition_042723.pdf 22 ORDINANCE NO. 383

AN ORDINANCE OF THE CITY OF ROLLING HILLS, CALIFORNIA,
ADOPTING BY REFERENCE TITLE 32, FIRE CODE, OF THE LOS

ANGELES COUNTY CODE, INCORPORATING THE CALIFORNIA FIRE
CODE, 2022 EDITION, WITH CERTAIN CHANGES AND AMENDMENTS; AMENDING CHAPTER 15.20 OF THE ROLLING HILLS MUNICIPAL
CODE; AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT
WHEREAS, in July 2022, the California Building Standards Commission adopted the 2022 Edition of the California Building Standards Code (“CBSC”), effective January 1, 2023, and codified in Title 24 of the California Code of Regulations (“CCR”).

WHEREAS, the CBSC consists of building standards that regulate the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area, electrical systems, plumbing, mechanical systems, and maintenance of all buildings in the state and includes the California Fire Code (CCR, Title 24, Part 9).

WHEREAS, on January 31, 2023, the Los Angeles County Board of Supervisors adopted Ordinance No. 2023-0008, amending Title 32 of the Los Angeles County Code by repealing and replacing it with the 2022 Edition of the California Fire Code and making certain local changes and amendments thereto.

WHEREAS, pursuant to California Government Code Section 50022.2, the City of Rolling Hills (“City”) may adopt the 2022 Edition of the California Fire Code by reference.

WHEREAS, pursuant to sections 17958.7 and 18941.5 of the California Health & Safety Code, the City may adopt local amendments to the California Fire Code determined by the City Council to be reasonably necessary because of local climatic, geological, or topographical conditions.

WHEREAS, the City desires to adopt Title 32 of the Los Angeles County Code and the 2022 Edition of the California Fire Code without further local amendments.

THE CITY COUNCIL OF THE CITY OF ROLLING HILLS DOES ORDAIN AS FOLLOWS:

Section 1. Recitals. The City Council hereby finds and determines that the Recitals above are true and correct and are incorporated herein.

Section 2. Chapter 15.20 (Fire Code) of Title 15 (Buildings and Construction) of the City of Rolling Hills Municipal Code is amended to read as follows:
23 “Chapter 15.20 FIRE CODE

15.20.010 Adoption of Fire Code.

15.20.020 Short title.

15.20.025 Very high fire hazard severity zone (VHFHSZ).

15.20.030 Permits.

15.20.035 Reserved.

15.20.040 Local amendments—Reserved.

15.20.050 Violations.

15.20.060 Responsibility.

15.20.010 Adoption of Fire Code.

Except as hereinafter provided in this chapter, Title 32, Fire Code, of the Los Angeles County Code, as amended and in effect on March 2, 2023, which constitutes an amended version of the California Fire Code, 2022 Edition (Part 9 of Title 24 of the California Code of Regulations), is hereby adopted by reference and made a part of this chapter as though set forth in this chapter in full. Said codes shall constitute the Fire Code of the City of Rolling Hills.

In the event of any conflict between provisions of the California Fire Code, 2022 Edition, Title 32 of the Los Angeles County Code, or any amendment to the Fire Code contained in the Rolling Hills Municipal Code, the provision contained in the latter-listed document shall control.

A copy of Title 32 of the Los Angeles County Code, along with a copy of the California Fire Code, 2022 Edition, has been deposited in the office of the City Clerk and shall be at all times while in force maintained by the Clerk for use and examination by the public.

15.20.020 Short title.

This chapter shall be known as the “Fire Code of the City of Rolling Hills” and may be cited as such.

15.20.025 Very high fire hazard severity zone (VHFHSZ).

The entire City of Rolling Hills is designated as a very high fire hazard severity zone, as prescribed by the Director of the California Department of Forestry and Fire Protection and as designated on a map titled City of Rolling Hills VHFHSZ dated July 1, 2008, and which shall be retained on file in the City Clerk’s office at the Rolling Hills City Hall.

15.20.030 Permits.

Any permit heretofore issued by the County of Los Angeles pursuant to the Fire Code of said County, for work within the territorial boundaries of the 24 City of Rolling Hills, shall remain in full force and effect according to its terms.

15.20.035 Reserved.

15.20.040 Local amendments—Reserved.

15.20.050 Violations.

Every person violating any provision of the Fire Code or of any permit or license granted hereunder, or any rule, regulation, or policy promulgated pursuant hereto, is guilty of a misdemeanor unless such violation is declared to be an infraction by the Fire Code. Each such violation is a separate offense for each and every day during any portion of which such violation is committed, continued, or permitted, and conviction of any such violation shall be punishable by a fine not to exceed one thousand dollars or by imprisonment in the County Jail for a period not to exceed six months, or by both such fine and imprisonment.

15.20.060 Responsibility.

Any person who personally or through another willfully, negligently, or in violation of law sets a fire, allows a fire to be set, or allows a fire kindled or attended by such person to escape from his or her control; allows any hazardous material to be handled, stored, or transported in a manner not in accordance with nationally recognized standards; allows any hazardous material to escape from his or her control; neglects to properly comply with any written notice of the Chief; or willfully or negligently allows the continuation of a violation of the Fire Code and amendments thereto is liable for the expense of fighting the fire or for the expenses incurred during a hazardous materials incident, and such expense shall be a charge against that person. Such charge shall constitute a debt of such person and is collectible by the public agency incurring such expense in the same manner as in the case of an obligation under a contract, express or implied.” Section 3. All inconsistencies between the Fire Code, as adopted by this ordinance, and Part 9 of the California Code of Regulations are changes, modifications, amendments, additions, or deletions thereto authorized by California Health and Safety Code Sections 17958 and 17958.7.

Section 4. Justifications for Local Amendments. The City Council hereby finds that the changes and modifications to the California Fire Code enacted by this ordinance are reasonably necessary because of the City’s local climate, which is characterized by:
hot, dry summers often resulting in drought conditions; strong Santa Ana winds often resulting in hazardous fire conditions; heavy winter rains often resulting in expansive soil conditions; the City’s geological characteristics in that the area is characterized by geological instability; the City’s location in Southern California; and the relatively flat topography of the City.
25 The City Council hereby finds that the modifications to the State Fire Code in Title 32 of the Los Angeles County Code are reasonably necessary because of the local climatic, geological, and topographical conditions within the City of Rolling Hills. Further, the modifications to the Fire Code in Title 32 of the Los Angeles County Code are administrative in nature and are necessary to allow the uniform application of the codes by procedures suited to the size and nature of the City’s staff and administrative agencies by means suited to the City’s experience with local climatic, geological, and topographical conditions and to provide sufficient staff support for the time-consuming inspections and analyses required by the City’s fire and geological hazards.

Section 5. To the extent the provisions of this ordinance are substantially the same as previous provisions of the Rolling Hills Municipal Code, these sections shall be construed as continuations of those provisions and not as new enactments, unless otherwise required by law.

Section 6. Severability. If any section, subsection, subdivision, paragraph, sentence, clause, or phrase of this ordinance or any part hereof is for any reason held to be invalid by a court of competent jurisdiction, such invalidity shall not affect the validity of the remaining portions of this ordinance or any part thereof. The City Council of the City of Rolling Hills hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause, or phrase hereof, irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses, or phrases be declared invalid.

Section 7. California Environmental Quality Act. The City Council finds that this ordinance is not a project within the meaning of Section 15378 of the California Environmental Quality Act (“CEQA”) Guidelines because it has no potential for resulting in physical change to the environment. Most of the terms of the building standards adopted herein are dictated by the California Building Standards Code and county amendments to the state standards only make those modifications necessary for local regional conditions which are at least as protective of the environment as the state codes.

City-specific amendments, if any, are limited to creating administrative processes for local enforcement of the state building standards, as modified by the county. Alternatively, even if the ordinance is a project within the meaning of CEQA, its adoption is exempt from CEQA under the general rule that CEQA only applies to projects that may cause significant adverse effects on the environment. CEQA Guideline section 15061(b)(3). As this ordinance is largely administrative in nature, there is no possibility that the City’s action would adversely affect the environment in any manner that could be significant.

Section 8. Filing. The City Clerk shall file a certified copy of this Ordinance with the California Building Standards Commission pursuant to section 17958.7 of the California Health and Safety Code.
26 Section 9. Effective Date. This Ordinance shall take effect thirty (30) days after its final passage and adoption, consistent with California Government Code section 36937.

PASSED, APPROVED and ADOPTED this 24th day of July, 2023. _________________________________
Patrick Wilson, Mayor

ATTEST:

Christian Horvath, City Clerk
APPROVED AS TO FORM:

Patrick Donegan, City Attorney
27 STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) §§

CITY OF ROLLING HILLS )
I, Christian Horvath, City Clerk of the City of Rolling Hills, California, do hereby certify that the foregoing Ordinance No. 383 was adopted at a regular meeting of the City Council of the City of Rolling Hills held on the 24th day of July, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
28 REDLINE VERSION – FOR REFERENCE ONLY
Chapter 15.20 FIRE CODE

15.20.010 Adoption of Fire Code.

15.20.020 Short title.

15.20.025 Very high fire hazard severity zone (VHFHSZ).

15.20.030 Permits.

15.20.035 Reserved.

15.20.040 Local amendments—Reserved.

15.20.050 Violations.

15.20.060 Responsibility.

15.20.010 Adoption of Fire Code.

Except as hereinafter provided in this chapter, Title 32, Fire Code, of the Los Angeles County Code, as amended and in effect on March 2, 2023, which constitutes an amended version of the California Fire Code, 2022 Edition (Part 9 of Title 24 of the California Code of Regulations), based on the International Fire Code, 2021 Edition, is hereby adopted by reference and may be cited as made a part of this chapter as though set forth in this chapter in full. Said codes shall constitute the Fire Code of the City of Rolling Hills.

15.20.020 Short title.

This chapter shall be known as the “Fire Code of the City of Rolling Hills” and may be cited as such.

15.20.025 Very high fire hazard severity zone (VHFHSZ).

15.20.030 Permits.

Any permit heretofore issued by the County of Los Angeles pursuant to the 29 REDLINE VERSION – FOR REFERENCE ONLY
Fire Code of said County, for work within the territorial boundaries of the City of Rolling Hills, shall remain in full force and effect according to its terms.

15.20.035 Reserved.

15.20.040 Local amendments—Reserved.

15.20.050 Violations.

15.20.060 Responsibility.

Any person who personally or through another willfully, negligently, or in violation of law sets a fire, allows a fire to be set, or allows a fire kindled or attended by such person to escape from his or her control,; allows any hazardous material to be handled, stored, or transported in a manner not in accordance with nationally recognized standards,; allows any hazardous material to escape from his or her control; neglects to properly comply with any written notice of the Chief,; or willfully or negligently allows the continuation of a violation of the Fire Code and amendments thereto is liable for the expense of fighting the fire or for the expenses incurred during a hazardous materials incident, and such expense shall be a charge against that person. Such charge shall constitute a debt of such person and is collectible by the public agency incurring such expense in the same manner as in the case of an obligation under a contract, express or implied. 30 ANTHONY C. MARRONE

FIRE CHIEF

FORESTER & FIRE WARDEN
"Proud Protectors of Life,
the Environment, and Property"
May 11 , 2023

COUNTY OF LOS ANGELES

FIRE DEPARTMENT
1320 NORTH EASTERN AVENUE
LOS ANGELES, CALIFORNIA 90063-3294
(323) 881-2401
www.fire.lacounty.gov

BOARD OF SUPERVISORS

JANICE HAHN, CHAIR

FOURTH DISTRICT
HILDA L. SOLIS

FIRST DISTRICT
LINDSEY P. HORVATH

THIRD DISTRICT
HOLLY J. MITCHELL

SECOND DISTRICT

KATHRYN BARGER

FIFTH DISTRICT

ATTENTION ALL CITY MANAGERS
ADOPTION OF THE 2023 LOS ANGELES COUNTY FIRE CODE - TITLE 32 This is to advise you that on January 31, 2023, the County of Los Angeles (County) Board of Supervisors adopted amendments to the Los Angeles County Code Title 32, also known as the Los Angeles County Fire Code (LACFC), which became effective on March 2, 2023. The 2023 LACFC is now active in all areas within the jurisdiction of the Consolidated Fire Protection District of the County of Los Angeles.

These local amendments are a set of regulations for the safeguarding of life and property from fire and explosion hazards arising from the storage, handling, and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises.

RESPONSIBILITIES
All City Managers shall adopt/ratify by ordinance or resolution the 2023 LACFC as the City's Fire Code, and file/transmit the associated city council documentation and findings, as described in the enclosed document.

To assist you in this process, the enclosure also includes sample city ordinance/resolution language.

City Managers may access a copy of the Certified LACFC County Ordinance (#2023-0008) at https://file.lacounty.gov/SDSlnter/bos/supdocs/177579.pdf.

AGOURA HILLS

ARTESIA
AZUSA

BALDWIN PARK
BELL

BELL GARDENS

BELLFLOWER

BRADBURY

CALABASAS
SERVING THE UNINCORPORATED AREAS OF LOS ANGELES COUNTY AND THE CITIES OF:

CARSON

CERRITOS

CLAREMONT

COMMERCE
COVINA
CUDAHY

DIAMOND BAR
DUARTE

EL MONTE

GARDENA

GLENDORA

HAWAIIAN GARDENS

HAWTHORN E

HERMOSA BEACH

HIDDEN HILLS

HUNTINGTON PARK

INDUSTRY

INGLEWOOD

IRWINDALE

LA CANADA-FLINTRIDGE

LA HABRA

LA MIRADA

LA PUENTE

LAKEWOOD

LANCASTER

LAWNDALE
LOMITA

LYNWOOD
MALIBU

MAYWOOD

NORWALK

PALMDALE

PALOS VERDES ESTATES

PARAMOUNT

PICO RIVERA
POMONA

RANCHO PALOS VERDES

ROLLING HILLS

ROLLING HILLS ESTATES

ROSEMEAD

SAN DIMAS

SANTA CLARITA

SIGNAL HILL

SOUTH EL MONTE

SOUTH GATE

TEMPLE CITY
VERNON
WALNUT

WEST HOLLYWOOD

WESTLAKE VI LLAGE
WH ITIIER 31
All City Managers
May 11, 2023

Page 2 ends

If you need any assistance with the LACFC or a more restrictive building standard adoption process, please contact Battalion Chief Richard Stillwagon, at (323) 890-4124, or Fire Fighter Specialist Joshua Costello, at (213) 503-5468.

Very truly yours,

FIRE M S AL ALBERT YANAGISAWA

FIRE PREVENTION DIVISION
AY:es
Enclosure
c: Board Fire Deputies
32 ADOPTION & FILING OF THE

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Rev. 2023-03-23 Page 1 of 35
BACKGROUND:

The Los Angeles County Fire Code (LACFC) is adopted by the County of Los Angeles (County) Board of Supervisors for the County and the Consolidated Fire Protection District of Los Angeles County (District). It is also designed and promulgated to be adopted/ratified by reference through official action by the governing bodies of the constituent/contracting cities of the District.

The 2023 edition of the LACFC (as established by County Ordinance 2023-0008), which is codified as Los Angeles County Code (LACC) Title 32, serves to express the County and District amendments to the 2022 edition of the California Fire Code (CFC). These local amendments are a set of regulations for the safeguarding of life and property from fire and explosion hazards arising from the storage, handling, and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises.

The CFC, being Part 9 of the California Building Standards Code (i.e., Part 9 of CCR Title 24), is limited in scope to only address building standards. As such, the State does not adopt many portions of the CFC publication, and many essential fire- and life-safety regulations are left out, including basic fire apparatus access provisions. The unadopted portions of the CFC come from the International Fire Code (IFC), and they serve as suggested provisions for local fire authorities to consider for adoption. The State permits these unadopted provisions to remain in the CFC publication because it is expected that the local fire authority will promulgate local amendments to the CFC publication as necessary during the local fire-code adoption proceedings.

While local fire codes are required to incorporate the State-adopted portions of the latest CFC, these local fire codes are not limited in scope the way the CFC is; and local fire codes can be more restrictive than even the State-adopted portions. As such, local fire codes adopt the latest CFC by reference and then amend and add to it as necessary to be more specific and restrictive in order to address local safety and administrative needs.

RECOMMENDATIONS:

1. Adopt/ratify, by reference, the 2023 Los Angeles County Fire Code (LACC Title 32) as the fire code of your City:

See the samples of suggested ordinance/resolution text farther below in this document.

The certified County Ordinance, #2023-0008, is available at:
https://file.lacounty.gov/SDSInter/bos/supdocs/177579.pdf

33 ADOPTION & FILING OF THE

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2. File the City ordinance/resolution with the State of California:

The following documents should be transmitted by the constituent/contracting City to the California Department of Housing and Community Development (HCD), the California Building Standards Commission (CBSC), and the District (at the addresses shown in Item #3 below):
(a) The city-governing-body signed and approved adopting ordinance/resolution/motion.
(b) The associated findings of the city in support/justification of the amendments being made to the 2022 edition of Part 9 of CCR Title 24 (i.e., the 2022 CFC). These findings are at the end of the LACFC County Ordinance #2023-0008 (Section 445 thereof) and are also being included at the end of this document, as Exhibit [X].

3. Address the above documents, to be filed with the State, to:

1.) HCD:

Department of Housing and Community Development
Division of Codes and Standards
State Housing Law Program
9342 Tech Center Drive, Suite 500
Sacramento, CA 95826
[email protected]

2.) CBSC:

California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
[email protected]

3.) Los Angeles County Fire Department:

Consolidated Fire Protection District of Los Angeles County Fire Prevention Division
Assistant Chief Albert Yanagisawa, Fire Marshal
[email protected],
34 ADOPTION & FILING OF THE

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Rev. 2023-03-23 Page 3 of 35
Fire Fighter Specialist Joshua Costello, Codes and Ordinances Unit [email protected] and

[email protected]
The following samples of adoption/ratification language serve only as suggestions of city language for the aforementioned city proceedings.

Following the sample legislation is Exhibit [X] (“FINDINGS IN SUPPORT OF ADOPTION OF MORE RESTRICTIVE BUILDING STANDARDS”), which is the extract of Section 445 of County Ordinance # 2023-0008, the ordinance that created the 2023 edition of the Los Angeles County Fire Code. These findings should be referenced in the city’s ordinance/resolution.

35 ADOPTION & FILING OF THE

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SAMPLE #1 of LEGISLATION FOR ADOPTION:

ORDINANCE/RESOLUTION NO. _________
A[N] [ORDINANCE/RESOLUTION] of the [NAME OF CITY] adopting the 2023 edition of the Los Angeles County Fire Code (Title 32 of the Los Angeles County Code), regulating and governing the safeguarding of life and property from fire and explosion hazards arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises in the [NAME OF CITY]; providing for the issuance of permits and collection of fees therefor; repealing [ORDINANCE/RESOLUTION] No. ______ of the [NAME OF CITY].

The [GOVERNING BODY] of the [NAME OF CITY] does ordain as follows:

Section l. That a certain document, being marked and designated as the Los Angeles County Fire Code (Title 32 of the Los Angeles County Code), 2023 edition, including chapters and appendices as designated by Los Angeles County Fire Code Sections 100 and 101.2.1, and incorporating by reference therein the California Fire Code, 2022 edition, in its entirety, as amended, and certain portions of the International Fire Code, 2021 edition, not otherwise adopted, as amended, be and is hereby adopted as the Fire Code of the [NAME OF CITY], in the State of California, regulating and governing the safeguarding of life and property from fire and explosion hazards arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the occupancy of buildings and premises as herein provided; providing for the issuance of permits and collection of fees therefore; and each and all of the regulations, provisions, penalties, conditions and terms of said Fire Code on file in the office of the [NAME OF CITY] are hereby referred to, adopted, and made a part hereof, as if fully set out in this [ORDINANCE/RESOLUTION], with the additions, insertions, deletions and changes, if any, prescribed in Section 2 of this ordinance.

Section 2. That the following sections are hereby revised:

Fire Code Section _____. Insert: ______.

Section 3. That [ORDINANCE/RESOLUTION] No.______ of [NAME OF CITY] entitled [FILL IN HERE THE COMPLETE TITLE OF THE FIRE CODE LEGISLATION OR

LAWS IN EFFECT AT THE PRESENT TIME IN YOUR CITY SO THAT THEY WILL BE REPEALED BY SPECIFIC REFERENCE] and all other previous ordinances or parts of laws in conflict herewith are hereby repealed.

Section 4. The [GOVERNING BODY] finds that each of the changes and modifications to the California Fire Code adopted in this [ORDINANCE/RESOLUTION] are reasonably necessary due to the local climatic, geological, or topographical conditions in the area encompassed by the boundaries of the [NAME OF CITY]; and the [GOVERNING BODY] further finds that each of the specific findings set forth in Exhibit [X] to this [ORDINANCE/RESOLUTION] which is incorporated herein by this reference, individually and collectively support the local necessity for such 36 ADOPTION & FILING OF THE

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Rev. 2023-03-23 Page 5 of 35
changes and modifications. Accordingly, the [GOVERNING BODY] finds the modifications to the State Building Standards Code incorporated in this [ORDINANCE/RESOLUTION] to be reasonably necessary for the protection of the public’s health, safety, and welfare.

Section 5. That in the event of any conflict between legal provisions of the California Fire Code, 2022 edition; Title 32 of the Los Angeles County Code (the Los Angeles County Fire Code); and/or any amendment to the Fire Code contained in the [NAME OF CITY] Municipal Code, the provision contained in the latter listed document shall control.

Section 6. That if any section, subsection, sentence, clause or phrase of this legislation is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this ordinance. The [GOVERNING BODY] hereby declares that it would have passed this law, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional.

Section 7. That nothing in this legislation or in the Fire Code hereby adopted shall be construed to affect any suit or proceeding impending in any court, or any rights acquired, or liability incurred, or any cause or causes of action acquired or existing, under any act or ordinance hereby repealed as cited in Section 4 of this law; nor shall any just or legal right or remedy of any character be lost, impaired or affected by this legislation.

Section 8. That the [CITY'S KEEPER OF RECORDS] is hereby ordered and directed to cause this legislation to be published. [An additional provision may be required to direct the number of times the legislation is to be published and to specify that it is to be in a newspaper in general circulation. Posting may also be required.]
Section 9. That this law and the rules, regulations, provisions, requirements, orders and matters established and adopted hereby shall take effect and be in full force and effect [TIME PERIOD] from and after the date of its final passage and adoption.

Section 10. The adoption of this [ORDINANCE/RESOLUTION] or any amendment to any existing [ORDINANCE/RESOLUTION] of this [City] shall, not in any manner, affect the prosecution for violations of [ORDINANCE/RESOLUTION]s committed prior to the effective date of this [ORDINANCE/RESOLUTION].

Section 11. That a copy of the Los Angeles County Fire Code (Title 32 of the Los Angeles County Code), incorporating the California Fire Code, 2022 edition, has been deposited in the office of the [TITLE OF CITY'S KEEPER OF RECORDS] of the [NAME OF CITY] and shall be at all times maintained by the [TITLE OF CITY'S KEEPER OF RECORDS] for use and examination by the public.

Section 12. The [TITLE OF DESIGNEE] is hereby authorized and directed to transmit copies of this signed [ORDINANCE/RESOLUTION] to the California Department of Housing and Community Development, the California Building Standards Commission, and the County of Los Angeles Fire Department, as required by California State statutes. 37 ADOPTION & FILING OF THE

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SAMPLE #2 of LEGISLATION FOR ADOPTION:

ORDINANCE/RESOLUTION NO. _________
A[N] [ORDINANCE/RESOLUTION] of the [NAME OF CITY] ADOPTING THE Consolidated Fire Protection District of Los Angeles County Fire Code, RATIFYING THE MORE RESTRICTIVE BUILDING STANDARDS CONTAINED IN THAT CODE.

WHEREAS, the [NAME OF CITY] lies within the jurisdictional boundaries of the Consolidated Fire Protection District of Los Angeles County (District); and WHEREAS, the District has responsibility for fire protection within said jurisdictional boundaries; and
WHEREAS, the County Board of Supervisors, acting as the Governing Body of the District did on January 31, 2023, adopt amendments to the District Fire Code by adopting by reference, with certain changes and amendments, the 2022 edition of the California Fire Code and portions of the 2021 edition of the International Fire Code; and
WHEREAS, as allowed by State law, the District Fire Code contains local amendments that constitute more restrictive building standards relating to fire and panic safety than those adopted by the State Fire Marshal and contained in the California Building Standards Code; and WHEREAS, pursuant to Section 13869.7(c) of the California Health and Safety Code, local amendments containing such more restrictive building standards are not effective within the jurisdictional boundaries of the City until ratified by the [CITY’S GOVERNING BODY]; and WHEREAS, it is the intention of the City to ratify all of these more restrictive building standards and to have those standards be enforced in the City;
NOW, THEREFOREE, BE IT RESOLVED, that the [CITY’S GOVERNING BODY] takes the following action:

1. Adopts the 2023 edition of the District Fire Code (the Los Angeles County Fire Code, i.e.

Title 32 of the Los Angeles County Code) as the Fire Code for the City,

2. Ratifies the Ordinance amending the District Fire Code, adopted on January 31, 2023, by the Board of Supervisors which contains more restrictive building standards,

3. Finds that the more restrictive building standards contained in the District Fire Code are reasonably necessary due to local climatic, geological, or topographical conditions in the City and adopts by reference the specific findings made in Section 445 of the Ordinance 38 ADOPTION & FILING OF THE

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Rev. 2023-03-23 Page 7 of 35
adopted by the Board of Supervisors regarding these local conditions, a copy of which is attached hereto as Exhibit [X],

4. Instructs the City Clerk to send a copy of this resolution to the following:

California Department of Housing and Community Development Division of Codes and Standards
State Housing Law Program
9342 Tech Center Drive, Suite 500
Sacramento, CA 95826
[email protected]
California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
[email protected]
and
Consolidated Fire Protection District of Los Angeles County Fire Prevention Division
5823 Rickenbacker Rd.

Commerce CA 90040
Office of the Fire Marshal
and
Codes and Ordinances Unit
PASSED, APPROVED, AND ADOPTED, this ________ day of _________, 2023

__________________________
[MAYOR]
ATTEST:________________________
[CITY CLERK]

39 ADOPTION & FILING OF THE

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EXHIBIT [X] of CITY MOTION FOR ADOPTION:

Exhibit [X] - Section 450 from Ordinance Adopted by County Board of Supervisors on January 31, 2023:

SECTION 445. FINDINGS IN SUPPORT OF ADOPTION OF MORE
RESTRICTIVE BUILDING STANDARDS.

The provisions of this ordinance contain various changes, modifications, and additions to the 2022 California Fire Code. Some of those changes are administrative in nature in that they do not constitute changes or modifications to requirements contained in the building standards adopted by the State Fire Marshal and published in the California Building Standards Code.

Pursuant to Health and Safety Code Sections 17958.5, 17958.7, and 18941.5, the Board of Supervisors hereby expressly finds and determines that all of the changes and modifications to requirements contained in the building standards published in the California Building Standards Code, contained in this ordinance, which are not administrative in nature, are reasonably necessary because of local climatic, geological, or topographical conditions in the County of Los Angeles and in the Consolidated Fire Protection District of Los Angeles County (“District”).

This expressed finding is supported and based upon the following more specific determinations:

CLIMATIC – The County of Los Angeles/District is located in an area subject to climatic conditions with long periods of low humidity and hot weather, combined with unpredictable seasonal high winds (Santa Ana wind conditions), resulting in increased exposure to fire risk.

This combination of events creates an environment that is conducive to rapidly spreading fires.

Control of such fires requires rapid response. With the time that is required to deal with potential obstacles from the wind, such as fallen trees, street lights, and utility poles, in addition to the time required to climb 75 feet vertically up flights of stairs, the ability to respond rapidly is negatively 40 ADOPTION & FILING OF THE

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impacted. Additionally, there is a significant increase in the amount of wind at 60 feet above the ground. Use of aerial-type firefighting apparatus above this height would place rescue personnel at increased risk of injury. High winds will also cause burning embers to become airborne resulting in the rapid spread of a fire to nearby structures. Immediate containment of a fire is the only method by which it can be controlled during high wind conditions. In high fire severity zones, a unique combination of low humidity, strong winds, and dry vegetation exists.

GEOLOGICAL – The County of Los Angeles/District is located in the middle of the seismically active area identified as Seismic Zone 4. The viability of the public water system would be questionable at best after a major seismic event. Tall buildings would become vulnerable to uncontrolled fires due to a lack of available water and an inability to pump sufficient quantities of any available water to floors above the 55-foot level. A severe seismic event has the potential to negatively impact any rescue or fire suppression activities because it is likely to create significant physical obstacles and logistical challenges. With the probability of strong aftershocks, there exists a need to provide increased protection for anyone on upper floors.

Geological conditions created by the numerous faults will result in increased fire danger to structures, delayed Fire Department response, and unique rescue challenges. Seismic events of sufficient magnitude will cause substantial damage to structures. These damages are likely to be accompanied by a substantial number of fires that may exceed the Fire Department suppression capabilities. Accordingly, built-in fire suppression systems provide the only adequate measure to mitigate the potential hazards from and damage caused by such fires.

The County of Los Angeles/District is subject to occasional severe rainstorms. The impacts from these rainstorms are exacerbated if hillside areas have been burned by wildland fires because significant mud and debris flows can occur. Mud and debris flows can impair Fire 41 ADOPTION & FILING OF THE

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Department access or delay response times if access roads are obstructed by mud or debris.

TOPOGRAPHICAL – The topographical conditions of the County of Los Angeles/District includes many mountains, hills, and canyons which tend to accelerate the periodic high-velocity winds by means of a Venturi effect. These canyon winds and the significant growth of vegetation of a combustible nature increase the fire danger. Additionally, long periods of dry, hot weather, combined with unpredictable seasonal winds (Santa Ana wind conditions) result in increased exposure to fire risk. The hillside areas have access roads that are narrow, steep, and contain many sharp curves, all of which makes timely response by large fire apparatus difficult.

The specific sections of this code that constitute more restrictive building standards are identified in the table set forth below. The more restrictive building standards contained in this code and identified in the table below shall be applicable only in those cities served by the District which have ratified the aforesaid sections in accordance with California Health and Safety Code Section 13869.

Section Local Condition Explanation and Findings
304.1.2 –
Vegetation
Climatic and
Topographical
Local amendment requiring brush clearance to
maintain defensible space for fire operations that
is necessary due to the unique climate and
topography of the County/District to reduce risk of
fire and to minimize the spreading of fire to
structures.
314.4 –
Vehicles
Climatic,
Geological, and
Topographical
Local amendment providing the fuel-amount
equivalencies for indoor display of vehicles using
alternative fuels and other newer technologies.

Necessary due to the increased risks of fire,
earthquake movement and damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
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Section Local Condition Explanation and Findings
316.6.1 –
Structures
Climatic,
Geological, and
Topographical
Imposes additional requirements for the
grounding of construction under high-voltage
transmission lines to protect property, the public,
and fire fighters responding to emergencies.

Necessary due to the unique climate and
topography of the County/District to reduce risk of
fire, to reduce the possibility of fires being causes
by downed high-voltage transmission lines, to
minimize the spreading of fires that may begin
under transmission lines, and to protect fire
fighters responding to emergencies under
transmission lines. Further necessary because
risk of fire is increased due to the prevalence of
earthquakes in the County/District.
321 – Artificial
Combustible
Vegetation
Administrative Deletion in order to clarify that neither the State nor the District adopts this section or the sections
of Chapter 8 that are referenced by it.
322.3 – Fire
safety plan
Administrative Declaratory of existing law for clarification to the code user.
322.4.1 –
Limited indoor
storage in
containers
Climatic,
Geological, and
Topographical
Local amendment providing the ability for the fire
code official to consider other factors affecting
the safety of the placement containers used for
the collection of damaged and used lithiumbased batteries. These batteries have been identified as a known source of fires, especially
when damaged or aged. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
326.7 – Fire
protection
facilities
required
Climatic,
Geological, and
Topographical
Local amendment to require fire safety measures
including but not limited to water supply,
firebreaks, posting of fire watchers, access roads,
restriction of activities during high fire hazard and
other conditions to maintain reasonable fire
safety. Necessary due to the unique climate and
topography of the County/District to reduce risk of
fire, to reduce the possibility of wildland fires
spreading to structures, and to minimize impacts
of fire. Further necessary because risk of fire is
increased due to the prevalence of earthquakes
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Section Local Condition Explanation and Findings
in the County/District.
326.12.2 –
Chimneys
Climatic and
Topographical
Local amendment to reduce the threat of fires by
requiring spark arrestors on chimneys that is
necessary due to the unique climate and
topography of the County/District to reduce risk of
fire and to minimize impacts of fire. Such spark
arrestors reduce the likelihood of embers exiting
a chimney and igniting a fire. These spark
arrestors are required by the SFM in both CCR
Title 19 and the Building Code.
326.14 –
Roadway
clearance
Climatic and
Topographical
Local amendment requiring clearance of
roadways to provide adequate access for
firefighting apparatus, to create defensible space
for fire operations, and to reduce the possibility of
wildland fires spreading to structures. Necessary
due to the unique climate and topography of the
County/District.
401.10 – Fire
watch
procedures,
401.10.1,
401.10.2,
401.10.3,
401.10.4,
401.10.5,
401.10.6.

Climatic,
Geological, and
Topographical
Provides for consistency in the minimum
requirements of a fire watch program. Necessary
to ensure adequate response times and actions
due to the unique climatic and topographical
conditions that increase the risk of fires in fire
hazard severity zones. Further necessary
because risk of fire is increased due to the
prevalence of earthquakes in the County/District.
503.1.1 –
Buildings and
facilities
Climatic,
Geological, and
Topographical
Provides for clarification regarding the
determination of the fire code official for certain
special circumstances. Necessary to ensure
adequate response times and actions due to the
unique climatic and topographical conditions that
increase the risk of fires in fire hazard severity
zones. Further necessary because risk of fire is
increased due to the prevalence of earthquakes
in the County/District.
503.1.2 –
Additional
access.

Climatic,
Geological, and
Topographical
Provides for additional access requirements
necessary because of terrain, climate, or other
factors that limit access. Necessary to ensure
adequate response times due to the unique
climatic and topographical conditions that
increase the risk of fires in fire hazard severity
zones. Further necessary because risk of fire is
increased due to the prevalence of earthquakes
in the County/District.
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Section Local Condition Explanation and Findings
503.2.1 –
Dimensions,
503.2.1.1,
503.2.1.2,
503.2.1.2.1,
503.2.1.2.2,
503.2.1.2.2.1,
503.2.1.2.2.2
Climatic,
Geological, and
Topographical
Requires unobstructed clearance to sky on fire
apparatus access roads with exception for
protected tree species. Necessary to prevent
obstruction of access roads by tree limbs or other
obstructions and thus allow for quick response
times to fires and other emergencies. Necessary
to ensure adequate response times due to the
unique climatic and topographical conditions that
increase the risk of fires in fire hazard severity
zones. Requires sufficient fire apparatus access
road widths and the location of said roads in
respect to buildings. Necessary because risk of
fire and collapse is increased due to the
prevalence of earthquakes in the County/District.
503.2.4 –
Turning radius,
503.2.5 –
Dead-ends,
503.2.7 –
Grade
Climatic,
Geological, and
Topographical
Provides for more stringent width, turning radius,
and grade specifications for access roads to
ensure access for fire apparatus. Necessary due
to unique climatic and topographical conditions
that increase the risk of fires. Further necessary
because risk of fire is increased due to the
prevalence of earthquakes in the County/District.
503.4 –
Obstruction of
fire apparatus
access roads
Climatic,
Geological, and
Topographical
Adds speed bumps and speed humps to list of
prohibited obstructions to fire apparatus access
roads. Speed bumps and speed humps reduce
response times to fires and other emergencies
because fire apparatus have to slow down to
pass over them or drive around them. Necessary
to ensure adequate response times due to the
unique climatic and topographical conditions that
increase the risk of fires in fire hazard severity
zones. Further necessary because risk of fire is
increased due to the prevalence of earthquakes
in the County/District.
503.4.1 –
Traffic-calming
devices
Climatic,
Geological, and
Topographical
Requires fire code official approval to install
traffic calming devices such as speed bumps and
speed humps. Such devices can reduce
response times to fires and other emergencies.

Necessary to ensure adequate response times
due to the unique climatic and topographical
conditions that increase the risk of fires in fire
hazard severity zones. This section is necessary
because the risk of fire is increased due to the
prevalence of earthquakes in the County/District.

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503.6 – Gates Climatic,
Geological, and
Topographical
Requires gates placed across fire apparatus
access roads meet parameters to ensure
emergency access widths and operability.

Necessary due to the increased risks of fire,
earthquake damage, and electrical power
interruption that are consequences of the unique
climatic, topographical, and geological conditions
of the County/District.
503.7 – Fire
apparatus
access roads
in recreational
vehicle, mobile
home,
manufactured
housing, sales
lots, and
storage lots
Climatic,
Geological, and
Topographical
Requires fire apparatus access roads in
recreational vehicle, mobile home, manufactured
housing, sales lots, and storage lots. Necessary
to ensure adequate water supply and access to
such locations due to the unique climatic and
topographical conditions that increase the risk of
fires in fire hazard severity zones. Further
necessary because the risk of fire is increased
due to the prevalence of earthquakes in the
County/District.
503.8 – Fire
apparatus
access roads
in mobile
home parks
and special
occupancy
parks
Climatic,
Geological, and
Topographical
Requires additional fire apparatus access roads
in mobile home parks and special occupancy
parks. Necessary to ensure adequate water
supply and access to such locations due to the
unique climatic and topographical conditions that
increase the risk of fires in fire hazard severity
zones. Further necessary because risk of fire is
increased due to the prevalence of earthquakes
in the County/District.
504.5 –
Rooftop
barriers and
parapets
Climatic,
Geological, and
Topographical
Provides for emergency access to and egress
from the roof in the event of fire or other
emergency. Necessary because of increased
danger of fire in the County/District due to unique
climatic, geological, and topographical conditions.
506.1 – Where
required
Climatic,
Geological, and
Topographical
Local amendment providing for access to
structures or areas where immediate access is
necessary for life-saving or fire-fighting purposes.

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507.2.2 –
Water tanks
Climatic,
Geological, and
Topographical
Requires installation and maintenance standards
for water tanks providing water for fire protection.

Extends certain requirements to associated
support structures and piping. Necessary due to
the increased risks of fire and exposure that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These unique conditions also
increase emergency response times, thereby
increasing the time during which these water tank
systems must remain in functional order.
507.5.10 –
Draft system
identification
sign
Climatic,
Geological, and
Topographical
Provides posting of sign to notify Fire Department
of draft hydrants, including those for swimming
pools and spas in fire hazard severity zone.

Necessary because of unique climatic and
topographical conditions that increase the risk of
fires in fire hazard severity zones. Further
necessary because risk of fire is increased due to
the prevalence of earthquakes in the
County/District.
509.1.1 –
Utility and
hazardous
equipment
identification,
509.2 –
Equipment
and
disconnectionmeans access,
509.3
Climatic,
Geological, and
Topographical
Provides for identification and access to the
disconnection means that are required for
hazardous equipment and/or energy sources
serving structures, as necessary for the
protection of life and for fire-fighting purposes.

Necessary due to the increased risks of fire,
earthquake damage, and unpredictable power
fluctuations that are consequences of the unique
climatic, topographical, and geological conditions
of the County/District. These factors also
complicate response times, water needs and
availability, and access.
510.1 –
Emergency
responder
communication
coverage
(ERCC) in new
buildings
Administrative Clarifies how the fire code official will make the determination that is required of them by the
State code.
510.4.1,
510.4.1.1,
510.4.1.2,
510.4.2,
510.4.2.3,
510.5, 510.5.1,
Climatic,
Geological, and
Topographical
When the circumstances of a structure
necessitate emergency responder
communication coverage systems, this
amendment specifies “critical areas” of the
building, referred to in the State code, at which it
is critical that emergency personnel have radio
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510.5.4, 510.6,
510.6.2
ERCC –
coverage
coverage. This list of areas is built upon the list
of areas that are required to be served when a
wired system is installed in lieu of an emergency
responder radio coverage system. Systems are
required to be provided with standby power for a
duration of time. Amendment also clarifies
required design standards otherwise left up to
determination by the fire code official. Necessary
due to the increased risks of fire, earthquake
movement and damage, and electrical power
interruption that are consequences of the unique
climatic, topographical, and geological conditions
of the County/District. Further necessary due to
the artificial topographical physical features of a
structure or area that limit and/or interfere with
emergency radio communications for first
responders.
603.4 –
Working space
and
clearances
Climatic,
Geological, and
Topographical
Provides for maintenance of the working
clearances that are required to be maintained
about electrical equipment such as electrical
panels and other equipment specified by the
Electrical Code. Necessary due to the increased
risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
603.4.1 –
Electrical
signage and
labeling
Climatic,
Geological, and
Topographical
Provides clarification of the interpretation of this
section, and reference to the related section of
code. Necessary due to the increased risks of
fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
604.4 –
Emergency
signs
Climatic,
Geological, and
Topographical
Provides guidance with local criteria that the fire
code official will use in making the determination
required of them by this section. Necessary due
to the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
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County/District. These factors also complicate
response times, water needs and availability, and
access.
901.6 –
Inspection,
testing, and
maintenance
Climatic,
Geological, and
Topographical
Prohibits obstruction or impairment of fire
protection and life safety system equipment,
including initiating devices, alarm notification
appliances, and annunciators. Necessary due to
the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
901.6.4 –
Aboveground
controls and
valves for
water-based
fire protection
systems
Climatic,
Geological, and
Topographical
Introductory section to Sections 901.6.4.1
through 901.6.4.4. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
901.6.4.1 –
Signage
Climatic,
Geological, and
Topographical
Provides signage requirements for water-control
valves to facilitate fire-fighter identification and
use of said valves in an emergency. Necessary
because of unique climatic and topographical
conditions that increase the risk of fires in fire
hazard severity zones. Further necessary
because risk of fire is increased due to the
prevalence of earthquakes in the County/District.
901.6.4.2 –
Locks
Climatic,
Geological, and
Topographical
Provides for the security, and accessibility to
proper authorities, of water-based fire protection
systems. Necessary due to the increased risks
of fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
901.6.4.3 –
Painting
identification
Climatic,
Geological, and
Topographical
Provides for the identification and maintenance of
water-based fire protection systems. Necessary
due to the increased risks of fire, earthquake
damage, and unpredictable power fluctuations
that are consequences of the unique climatic,
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topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
901.6.4.4 –
Clear space
Climatic,
Geological, and
Topographical
Provides clearance requirements for watercontrol valves to facilitate fire-fighter identification and use of said valves in an emergency.

Necessary because of unique climatic and
topographical conditions that increase the risk of
fires in fire hazard severity zones. Further
necessary because risk of fire is increased due to
the prevalence of earthquakes in the
County/District.
903.2.8 –
Group R
Climatic,
Geological, and
Topographical
Requires that fire sprinklers be installed in mobile
homes and manufactured homes located outside
of mobile home parks. Necessary due to the
increased risks of fire and exposure that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District.
903.2.11.7 –
Occupancies
in fire hazard
severity zones
and within the
San Gabriel
South face
Area or
Malibu–Santa
Monica
Mountains
Area
Climatic,
Geological, and
Topographical
Provides an additional level of protection to
occupancies in case of a fire by requiring
installation of automatic fire sprinklers.

Necessary because of unique climatic and
topographical conditions that increase the risk of
catastrophic fires in fire hazard severity zones
and due to the topography that reduces response
times to fires. Further necessary because risk of
fire is increased due to the prevalence of
earthquakes in the County/District.
903.4.2,
903.4.2.1 –
Remote
annunciator
Climatic,
Geological, and
Topographical
Provides for fire-fighter access to the alarm
system information/status where necessary due
to otherwise being inaccessible or inapparent.

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904.1.1 –
Certification of
service
personnel for
fireextinguishing
Equipment
Administrative Clarification to the code user that neither the Consolidated Fire Protection District of
Los Angeles County, nor the State of California
adopt this section.
904.3.5 –
Monitoring
Climatic,
Geological, and
Topographical
Requires monitoring of all automatic fireextinguishing systems when a sprinkler monitoring system is otherwise required.

Necessary due to the increased risks of fire and
exposure that are consequences of the unique
climatic, topographical, and geological conditions
of the County/District.
905.2.1 –
Class I
standpipes
Climatic Construction and installation requirements for Class I standpipes to ensure adequate fire
protection systems and water supply due to fires
in the hot and windy climate of the
County/District.
905.4 –
Location of
Class I
standpipe
hose
connections,
905.4.3
Climatic Installation/Regulation of Fire Protection System to ensure proper location of hose connection to
control fires in the hot and windy climate of the
County/District.
905.5.3 –
Class II
system
1½-inch hose
Climatic Installation and regulation of interior wet
standpipes to ensure adequate fire protection
system due to fires in the hot and windy climate
of the County/District.
905.9 – Riser
shutoff valve
supervision
and drain
Climatic Additional requirements to fire protection system for testing, maintenance, and operation.

Necessary because of increased danger of fire in
the County/District due to hot and windy
conditions.
905.13 –
Standpipe
diameter
Climatic Size requirements for Class III standpipes to
ensure adequate fire protection system.

Necessary because of increased danger of fire in
the County/District due to hot and windy
conditions.
910.2 – Where
required
Climatic and
geological
Requires smoke and heat removal for buildings.

Necessary to increase ability of fire fighters to
respond to, and fight, fires in buildings.

Necessary because of increased danger of fire in
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the County/District due to hot and windy
conditions and the prevalence of earthquakes in
the County/District.
910.2.3 –
Group S-2
Climatic,
Geological, and
Topographical
Requires smoke and heat removal for basementlevel parking garages. Necessary to increase ability of fire fighters to respond to fires in parking garages. Necessary due to the increased risks of
fire and earthquake damage that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. Further necessary due to the
artificial topographical physical features of a
structure or area that limit and/or interfere with
the ability of emergency responders to protect
life, property, and the environment.
910.3 –
Smoke and
heat vent
design and
installation.
910.3.2,
910.3.4,
910.3.4.1,
910.3.4.2,
910.3.4.2.1,
910.3.4.2.2,
910.3.4.3
910.3.5
Climatic,
Geological, and
Topographical
Requirements for smoke and heat vents in
buildings. Necessary due to the increased risks
of fire and earthquake damage that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. Further necessary due to the
artificial topographical physical features of a
structure or area that limit and/or interfere with
the ability of emergency responders to protect
life, property, and the environment.
910.4.3,
910.4.4 –
Mechanical
smoke
removal
systems
Geological Requirements for smoke and heat vents and
mechanical smoke removal systems in buildings.

Necessary because of increased danger of fire in
the County/District due to seismic concerns with
potential water supply issues.
912.2 –
Location
Geological and
Topographical
Requires that more than one fire department
connection may be required. Necessary due to
natural and artificial local topography, and the
effects of seismic activity that could limit and/or
interfere with the ability of emergency responders
to access certain locations.

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912.2.1 –
Visible location
Climatic,
Topographical,
Geological
Requires fire department connections to be
located within 150 feet of a public fire hydrant
and at a safe distance from the building.

Necessary because of increased danger of fire in
the County/District due to hot and windy
conditions. Further necessary because the risk
of fire is increased due to the prevalence of
earthquakes in the County/District.
912.7 –
Inspection,
testing and
maintenance
Climatic,
Geological, and
Topographical
Clarifies where provisions for signage, painting,
hose threads, physical protection, and clear
space, for fire department connections, shall
apply. Necessary due to the increased risks of
fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
912.8 –
Identification
— paint color
Climatic,
Topographical
Requires red paint on fire department
connections subject to rust or corrosion to identify
them to fire fighters and protect from the
elements. Necessary because of increased
danger of fire in the County/District due to hot
and windy conditions.
912.9 –
Breakable
caps or plugs
Climatic,
Topographical
Requires breakable caps or plugs for fire hose
couplings to protect them from the elements and
to ensure easy access to the fire department
connection during fires. Necessary because of
increased danger of fire in the County/District due
to hot and windy conditions.
914.9.1 –
Spray booths
Climatic Requires spray booths to have automatic fire
sprinkler system protection under specified
conditions. Necessary because of increased
danger of fire in the County/District due to hot
and windy conditions. Further necessary
because the risk of fire is increased due to the
prevalence of earthquakes in the County/District.
1032.4 – Exit
signs,
1032.4.1,
1032.4.2,
1032.4.3
Climatic,
Geological, and
Topographical
Requirements for minimum exit signage
maintenance, including a bringing-to-one-location
of existing CA requirements scattered about the
code and/or providing reference thereto.

Addresses warnings against elevator use in an
emergency, and stairway access. Necessary to
ensure proper notice and evacuation in case of
fire or other emergency. Necessary because of
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increased danger of fire in the County/District due
to hot and windy conditions. Further necessary
because risk of fire and need for evacuation is
increased due to the prevalence of earthquakes
in the County/District.
1103.11 – Fire
department
access
Climatic,
Geological, and
Topographical
Clarifies where provisions for fire department
access apply, including reference to a related
section of the code. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1203.2.3 –
Emergency
responder
communication
coverage
systems.

Climatic,
Geological, and
Topographical
Maintains current level of safety by maintaining
current standby-power capacity duration for
emergency responder communication coverage
systems. Necessary due to the increased risks
of fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
1203.2.5 –
Exhaust
ventilation
Climatic,
Geological, and
Topographical
Maintains current level of safety by maintaining
current standby-power capacity duration for
electrical energy storage system mechanical
exhaust ventilation systems. Necessary due to
the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
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1203.2.7 –
Gas detection
systems
Climatic,
Geological, and
Topographical
Corrects reference number for section
addressing exhaust ventilation for electrical
energy storage systems. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1204.4 –
Grounding
Climatic,
Geological, and
Topographical
Clarifies when grounding will be required of
portable generators. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1205.2 –
Access and
pathway
Climatic,
Geological, and
Topographical
Clarifies that exceptions to access and pathway
requirements may not negate the ability of
occupants to reliably identify escape and rescue
pathways and avoid electrified components
therein. Necessary due to the increased risks of
fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
1205.4 –
Buildings with
rapid
shutdown
Climatic,
Geological, and
Topographical
Provides reference to the related section of code.

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1205.5.1 –
Vegetation
control
Climatic,
Geological, and
Topographical
Clarifies where this maintenance provision
applies. Necessary due to the increased risks of
fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
1206.10 –
Manual shutoff
Climatic,
Geological, and
Topographical
Provides reference to the related section of code,
and harmonizes this section thereto. Necessary
due to the increased risks of fire, earthquake
damage, and unpredictable power fluctuations
that are consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1207.1.2 –
Permits,
1207.1.3,
1207.1.4,
1207.1.4.1,
1207.1.4.2,
1207.1.5,
1207.1.7
Climatic,
Geological, and
Topographical
Require approved permitting for electrical energy
storage systems (ESS), including
criteria/clarification regarding hazard mitigation
analysis and special approvals beyond what the
code allows by default. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1207.3.4,
1207.3.4.1,
1207.3.5
Climatic,
Geological, and
Topographical
Specifies design and installation requirements for
electrical energy storage systems (ESS).

Necessary due to the increased risks of fire,
earthquake damage, and unpredictable power
fluctuations that are consequences of the unique
climatic, topographical, and geological conditions
of the County/District. These factors also
complicate response times, water needs and
availability, and access.
1207.4 –
General
installation
requirements,
1207.4.1,
1207.4.2,
1207.4.7,
Climatic,
Geological, and
Topographical
Specifies/clarifies location, separation, and
signage requirements for electrical energy
storage systems (ESS). Provides clarification
and reference to other code requirements already
applicable to these installations. Necessary due
to the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
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1207.4.8 –
Signage
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, responding resources, water
needs and availability, and access.
1207.5.2,
1207.5.8,
Table 1207.7,
1207.7.1,
1207.7.2,
1207.7.3,
1207.7.4,
1207.8.3,
1207.8.4
Climatic,
Geological, and
Topographical
Specifies/clarifies location and separation
requirements for electrical energy storage
systems (ESS). Maintains preexisting safety
levels. Necessary due to the increased risks of
fire, earthquake damage, and unpredictable
power fluctuations that are consequences of the
unique climatic, topographical, and geological
conditions of the County/District. These factors
also complicate response times, water needs and
availability, and access.
1207.4.13,
1207.5.4 –
Fire detection,
1207.6.1.1,
1207.6.1.2,
1207.6.1.2.1,
1207.6.1.2.2,
1207.6.1.2.3,
1207.6.1.2.4
Climatic,
Geological, and
Topographical
Specifies requirements for fire-extinguishing
systems, ventilation, standby power, gas
detection, explosion control, and the ability to
release energy, for electrical energy storage
systems (ESS). Includes references to the code
sections regarding fire department connections
and hydrants. Necessary due to the increased
risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.

Table 1207.6,
1207.6.1.1–
1207.6.1.2.4
Climatic,
Geological, and
Topographical
Specifies design and installation requirements for
various battery technologies used in electrical
energy storage systems (ESS). Necessary due
to the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1207.6.3 –
Explosion
control
Administrative Corrects typo to reference therein to a section within Chapter 1, which was reorganized in
2021/2022.
1207.4.6 –
Combustible
storage,
Climatic,
Geological, and
Topographical
Clarifies that combustible storage within ESS
cabinets and enclosures is not allowed, and that
vegetation maintenance (operational)
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1207.5.7 –
Vegetation
requirements for electrical energy storage
systems (ESS) apply to both new and existing
installations. Necessary due to the increased
risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1207.9.4,
1207.9.5
Climatic,
Geological, and
Topographical
Addresses special installations of battery energy
storage systems (ESS), including those on
rooftops and in parking garages. Necessary due
to the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.

Table 1207.10,
1207.10.6,
1207.10.7.2,
1207.10.7.3,
1207.10.7.6
Climatic,
Geological, and
Topographical
Addresses mobile versions of electrical energy
storage system (ESS) installations. Necessary
due to the increased risks of fire, earthquake
damage, and unpredictable power fluctuations
that are consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
1207.11,
1207.11.1,
1207.11.2.1,
1207.11.3,
1207.11.3.1,
1207.11.4,
1207.11.5.1,
1207.11.6,
1207.11.7,
1207.11.7.1,
Figure
1207.11.7.1,
1207.11.7.2,
1207.11.7.3,
1207.11.7.4,
1207.11.7.4.1,
Climatic,
Geological, and
Topographical
Addresses installations of battery energy storage
systems in Group R-3 and R-4 occupancies.

Maintains and clarifies standing requirements in
the jurisdiction in order to maintain minimum
levels of safety regarding explosion, fire, and
toxic gas hazards, both for the property in
question and that of neighboring properties.

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1207.11.7.4.2,
1207.11.8
2007.9 –
Emergency
Helicopter
Landing
Facility
(EHLF),
2007.9.1
Climatic and
Topographical
Provides for public safety by an
evacuation/landing area on high-rise buildings
and the maintenance thereof. Necessary due to
large number of high-rise buildings in the
County/District and difficulty in evacuating highrise buildings, and getting resources thereto, in case of fire or other emergency.
2007.10 –
Ground-based
helicopter
facilities,
2007.10.1 –
Surface
Climatic,
Geological, and
Topographical
Provides design standards for helistops and
heliports, primarily for establishment in fire
hazard severity zones, to enable helicopters and
associated water tenders and support equipment
to safely operate to conduct operations to combat
fires and render other services in those areas.

Necessary because of increased danger of fire in
the County/District due to hot and windy
conditions and topography that hinders the ability
for fire apparatus to gain access to remote
portions of the County/District. Further
necessary due to the increased risks of
earthquake damage that complicate response
times, water needs and availability, and access.
2007.10.2 –
Hydrant
Climatic;
Topographical
Requires a hydrant next to helistops and
heliports, especially in fire hazard severity zones,
to enable helicopters to fill their tanks to facilitate water drops on wildland fires in those areas, and
for response to aviation accidents. Necessary
because of increased danger of fire in the
County/District due to hot and windy conditions
and topography that hinders the ability for fire
apparatus to gain access to remote portions of
the County/District.
2007.10.3 –
Access
Climatic;
Topographical
Adopts requirements for fire apparatus access to
helistops and heliports, especially in fire hazard
severity zones, to enable support equipment and
apparatus associated with helicopter operations
to combat fires and render other services in those
areas. Necessary because of increased danger
of fire in the County/District due to hot and windy
conditions and topography that hinders the ability
for fire apparatus to gain access to remote
portions of the County/District.

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2007.11 –
Maintenance,
2007.11.1 –
Fire
Department
permit
required
Climatic,
Geological, and
Topographical
Requires maintenance of the safe and necessary
functionality of a new or existing helicopter facility
intended to some extent for emergency Fire
Department use. Where such functionality or
availability is impaired, a permit and/or
notification is required. Necessary because of
increased danger of fire in the County/District due
to hot and windy conditions; and both topography
and seismic geological activity that hinders the
ability for fire apparatus to gain access to
portions of the County/District, including for
patient care.
2203.3 – Dustcollection
systems
Climatic,
Geological, and
Topographical
Clarifies applicability of this provision, corrects
reference error by the State, and maintains the
required interlock provision. Necessary due to
the increased risks of fire, earthquake damage,
and unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
2203.4.2 –
Static
electricity
Climatic,
Geological, and
Topographical
Maintains the requirement for permanent
grounding or bonding in accordance with
approved standards. Necessary due to the
increased risks of fire, earthquake damage, and
unpredictable power fluctuations that are
consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.
2404.4 – Fire
protection
Climatic Provides for spray booths to be equipped with
automatic fire sprinklers. Necessary because of
increased danger of fire in the County/District due
to hot and windy conditions.
2504.6, 2507.2
– Fruit and
crop-ripening
Climatic and
Geological
Provides requirements for fruit and crop ripening
operations to prevent ignition of ethylene gas and
reduce risk of fire and explosion. Necessary
because of increased danger of fire in the
County/District due to hot and windy conditions
and to reduce risk of fires and explosion from
earthquakes.
3104.5 –
Helicopter
Climatic,
Geological, and
Provides notice within the section concerning
tents and temporary membrane structures that
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landing
facilities
Topographical consideration must be given to nearby helicopter landing facilities so as not to interfere with their
safe and necessary functionality. Necessary
because of increased danger of fire in the
County/District due to hot and windy conditions;
and both topography and seismic geological
activity that hinders the ability for ground-based
fire apparatus to gain access to portions of the
County/District, including for patient care.
3107.15.2.1 –
Quantity limit
Climatic,
Geological, and
Topographical
Harmonizes the code by providing reference to
the related section of the code. Necessary
because of increased danger of fire in the
County/District due to hot and windy conditions;
and both topography and seismic geological
activity that hinders the ability for ground-based
fire apparatus to gain access to portions of the
County/District, including for patient care.
3107.18 –
Combustible
vegetation
Climatic and
Topographic
Increased clearance requirements for
combustible vegetation near tents and membrane
structures. Necessary to increase fire and life
safety around such structures and to create
defensible space. Necessary because of fire risk
due to climate and unique topography of the
County/District.

Table 3206.2 Climatic and
Geological
Removes an exception for smoke and heat
removal in high-piled combustible storage.

Necessary because of unique climatic conditions
that increase the risk of fires. Further necessary
because risk of fire is increased due to the
prevalence of earthquakes in the County/District.
3305.5.2.1 –
Duties
Climatic,
Geological, and
Topographical
Harmonizes this new provision to the other
longstanding requirements for fire watch within
the code. Necessary because of increased
danger of fire in the County/District due to hot
and windy conditions; and both topography and
seismic geological activity that hinders the ability
for ground-based fire apparatus to gain access to
portions of the County/District, including for
patient care.
3505.9 –
Flashback
prevention
Geological Requires protective devices to be installed on fuel gas and oxygen lines to increase safety and
reduce risk of explosion and fire. Necessary
because risk of leaks or tank failure is increased
due to the prevalence of earthquakes in the
County/District.
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4801.3 –
Definitions
Climatic,
Geological, and
Topographical
Clarifies the interpretation of the code for the
code user. Necessary because of increased
danger of fire in the County/District due to hot
and windy conditions; and both topography and
seismic geological activity that hinders the ability
for ground-based fire apparatus to gain access to
portions of the County/District, including for
patient care.
4902.1 –
General
Climatic,
Geological, and
Topographical
Provides definitions by which to clarify the
interpretation of the code for the code user.

Necessary because of increased danger of fire in
the County/District due to hot and windy
conditions; and both topography and seismic
geological activity that hinders the ability for
ground-based fire apparatus to gain access to
portions of the County/District, including for
patient care.
4906.2 –
Application
Climatic,
Geological, and
Topographical
Serves to clarify the interpretation of the code for
the code user. Necessary because of increased
danger of fire in the County/District due to hot
and windy conditions; and both topography and
seismic geological activity that hinders the ability
for ground-based fire apparatus to gain access to
portions of the County/District, including for
patient care.
4906.3 –
Landscape
Plans,
4906.3.1 –
Contents
Climatic,
Geological, and
Topographical
Original content is being moved to become
subsections of 4906.3, and these sections are
being utilized to explain the administrative
procedures for fuel modification plans in fire
hazard severity zones within the jurisdiction.

LOS ANGELES COUNTY FIRE CODE
Rev. 2023-03-23 Page 31 of 35
4906.3.5,
4906.3.5.1,
4906.4,
4906.4.1,
4906.4.2,
4906.4.2.1
Administrative Renumbering of code sections for harmonization with longstanding local provisions within which
these processes (newly described by new State
language) have and will continue to take place.
4907.3 –
Requirements
Administrative Provides reference to other applicable codes; declaratory of existing law.
4907.3 –
Requirements
Climatic and
Topographical
Local amendment providing notice of preexisting
requirement that defensible space shall also
comply with vegetation clearance requirements
elsewhere in the Fire Code (e.g., for LPG tanks,
PV, and ESS), as well as specifically within
Chapter 3 of this code. Necessary due to the
unique climate and topography of the
County/District to reduce risk of fire and to
minimize impacts of fire in Fire Hazard Severity
Zone.
5003.11.3.8 –
Floors
Climatic and
Geological
Creates requirements for floors in buildings
where hazardous materials are used or stored.

Necessary to increase fire and life safety and to
minimize fire danger from hazardous materials.

Necessary because risk of fire and spillage of
hazardous materials is increased due to the
prevalence of earthquakes in the County/District.
5704.2.8.3 –
Secondary
containment
Geological Requires secondary containment of flammable
and combustible liquids that are necessary to
increase fire and life safety and to prevent fires
involving flammable and combustible liquids from
spreading. Necessary because risk of leaks or
tank failure is increased due to the prevalence of
earthquakes in the County/District.
5704.2.8.16.1
– System
requirements
Climatic and
Geological
Requires foam deluge system. Necessary
because of increased danger of fire in the
County/District due to climatic conditions and
because risk of leaks or tank failure is increased
due to the prevalence of earthquakes in the
County/District.
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5704.2.9.1.1 –
Required foam
fire protection
systems
Geological and
Climatic
Requires all existing aboveground tanks
exceeding 1,500 square feet of liquid surface
area used for the storage of Class I or Class II
flammable liquids to be provided with foam fire
protection. Necessary because of increased
danger of fire in the County/District due to
climatic conditions and because risk of leaks or
tank failure is increased due to the prevalence of
earthquakes in the County/District.
5704.2.9.6.1.3
– Location of
tanks for boil
over liquids
Geological and
Climatic
Provides for additional spacing between tanks to
reduce fire danger and help prevent fire from
spreading to adjacent tanks. Necessary because
of increased danger of fire in the County/District
due to climatic conditions and because risk of
leaks or tank failure is increased due to the
prevalence of earthquakes in the County/District.
5704.3.7.6 –
Construction
Geological and
Climatic
Construction and fire access requirements for
liquid storage rooms. Necessary because of
increased danger of fire in the County/District due
to climatic conditions and because risk of
explosion or container failure is increased due to
the prevalence of earthquakes in the
County/District.
5706.5.1.1 –
Location
Geological and
Climatic
Provides increased distances for bulk transfer
and process transfer operations so that they are
farther away from the public and other buildings.

Necessary because of increased danger of fire in
the County/District due to climatic conditions and
because risk of leaks or tank failure is increased
due to the prevalence of earthquakes in the
County/District.
5706.5.1.19 –
Liquid transfer
Geological and
Climatic
Class I, II, or III liquids shall be transferred from a tank vehicle or tank car only into an approved
atmospheric tank or approved portable tank.

LOS ANGELES COUNTY FIRE CODE
Rev. 2023-03-23 Page 33 of 35
6104.4 –
Multiple LPgas container
installations
Geological and
Climatic
Requirements for LP-gas storage tank distances.

Chapter 81 –
Automobile
wrecking yards
8104 – Fire
apparatus
access roads
8106 –
Housekeeping
8108 – Tires
8110.4 –
Batteries
Climatic,
Geological, and
Topographical
Creates requirements for fire access roads and
storage requirements for tire storage in
automobile wrecking yards to enable fire
apparatus and fire fighters to gain access to fight
fires and respond to emergencies. Necessary
due to the increased risks of fire, earthquake
damage, and unpredictable power fluctuations
that are consequences of the unique climatic,
topographical, and geological conditions of the
County/District. These factors also complicate
response times, water needs and availability, and
access.

Chapter 82 –
Infractions
Administrative Lists the violations deemed to be infractions rather than the standard misdemeanor required
by the provisions of Chapter 1.

Chapter 83 –
Consolidated
Fire Protection
District Of Los
Angeles
County Fire
Code
Administrative Declaration of this code as the Fire Code for the Consolidated Fire Protection District of
Los Angeles County (“District”).

Appendix B,
Section
B105.1 – Oneand two-family
dwellings,
Group R-3 and
R-4 buildings
and
townhouses
Topographical
and Climatic
Provides for increased minimum fire-flow in fire
hazard severity zones to allow for more water to
be available to fight fires. Necessary because of
increased danger of fire in the County/District due
to climatic and topographical conditions.

Appendix B,
Section
B105.5 – Land
subdivision
projects
Topographical
and Climatic
Provides for increased fire-flow for subdivisions
of certain undeveloped land due to the
undetermined building size and type of
construction to allow for sufficient water to be
available to fight fires. Necessary because of
increased danger of fire in the County/District due
to climatic and topographical conditions.

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Appendix C,
Section
C102.2 –
Location on
street
Topographical
and Climatic
Provides for hydrant spacing on streets to ensure
hydrants are accessible to fire fighters.

Necessary because of increased danger of fire in
the County/District due to climatic and
topographical conditions.

Appendix C,
Section
C105.2 –
One- and twofamily
dwellings, and
Group R-3
buildings
Topographical
and Climatic
Provides for hydrant spacing to ensure that water
is available to fight fires. Necessary because of
increased danger of fire in the County/District due
to climatic and topographical conditions.

Appendix C,
Section
C105.3 -
Buildings other
than one- and
two-family
dwellings, and
Group R-3
buildings
Topographical
and Climatic
Provides for hydrant spacing for buildings other
than one- and two-family dwellings, and Group R3 buildings to ensure that there is adequate water supply available to fight fires. Necessary
because of increased danger of fire in the
County/District due to climatic and topographical
conditions.

Appendix C,
Section
C105.4 –
Cul-de-sac
hydrant
location
Topographical
and Climatic
Provides for hydrant spacing for cul-de-sacs to
ensure that there is adequate water supply
available to fight fires. Necessary because of
increased danger of fire in the County/District due
to climatic and topographical conditions.

Appendix C,
Section
C106 - On-site
hydrants
Topographical
and Climatic
Provides requirements for on-site hydrants to
ensure that there is adequate water supply
available to fight fires. Necessary because of
increased danger of fire in the County/District due
to climatic and topographical conditions.

Appendix O,
Section O103
– General
requirements
Topographical,
Geographic, and
Climatic
Provides various design and location
requirements for temporary haunted houses,
ghost walks, and similar amusement uses where
the means of egress are not apparent due to
decorative materials, confusing sounds, and/or
visual effects. Necessary because of increased
danger of fire in the County/District due to
climatic and topographical conditions and the
prevalence of earthquakes in the County/District.

Appendix PP –
Local Agency
Very High Fire
Administrative Portion of ordinance serving to fulfill the Statutory requirements of the County/District per California
Government Code Sections 51175 through
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Hazard
Severity Zones
51189. Recognizes the authorities of the State to
impose Fire Hazard Severity Zone designations
and of individual cities to expand upon them
within the parameters defined by State statute.

Also serves to define the “Malibu–Santa Monica
Mountains Area” and the “San Gabriel Mountains
South face Area” for the sprinkler provisions
therein, as described in Chapter 9.

Appendix QQ
– Los Angeles
County FireCode Fee
Schedule
Administrative Provides the code user with the Fire Department fee schedule, specifically for the services
provided by the Fire Department in accordance
with the Fire Code.

Appendix RR
– Rifle Range
Topographical
and Climatic
Provides the basic fire- and life-safety
requirements for the operation of rifle ranges.

Necessary because of increased danger of fire in
the County/District due to climatic and
topographical conditions.
67 Agenda Item No.: 12.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: JOHN SIGNO, DIRECTOR OF PLANNING & COMMUNITY SERVICES THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: RECEIVE AND FILE A REPORT ON THE NEXT CITY SPONSORED COMMUNAL BINS EVENT FROM AUGUST 4, 2023 TO AUGUST 12,
2023 TO ASSIST RESIDENTS WITH FIRE FUEL REDUCTION IN THE

COMMUNITY
DATE: July 24, 2023
BACKGROUND:

This item was continued by the City Council at its last meeting on July 10, 2023, to discuss the location of the communal bin in front of 30 Crest Road East. The Council directed staff to contact the adjacent homeowners and work with Republic Services.

The City's solid waste collection provider, Republic Services, has a franchise agreement with the City approved in April 2020 for a term of nine years. The annual service fee includes one 40 cubic yard bin for green waste disposal per property per year.

To date, the City has held four events in all quadrants of the City and disposed of 61.38 tons of green waste as shown in Table 1. Republic Services estimates around 97% of the green waste is turned into compost.

Table 1 - Amount of Green Waste from Communal Bin Program

DATE TONS
Aug. 2021 11.99
Jan. 2022 12.46
Aug. 2022 17.41
Jan. 2023 19.52
TOTAL 61.38
DISCUSSION:

The fifth communal bin event is from August 4-12, 2023. The designated locations will rotate to the southeast quadrant of the City. Staff has reviewed the designated locations for 68 accessibility, ease of use for residents in the community, size of the bins in relation to the street, and size of the truck carrying the bins with Republic Services and the RHCA.

The five locations are as follows:

1. Crest Road East at or near 23 Crest Road East on the southwest side of the street.

2. Caballeros Road at the intersection of Crest Road East on the east side of the street

3. Eastfield Drive at the corner of Open Brand Road (after the mailbox of 79/81) after the stop sign

4. Chuckwagon Road next to Upper Willow Spring Trail

5. Eastfield Drive right after the intersection of Chuckwagon Road across the street from 28 Eastfield on the west side of the street
At the July 10, 2023 City Council meeting, the Council had concerns with the first location in front of 30 Crest Road East. They directed staff to reach out to adjacent residents and possibly consider an alternative site. Following the meeting, staff reached out to the residents at 29 Crest Road East, 30 Crest Road East, and 33 Crest Road East. Here is a summary:
29 Crest Road East: Folsom, Left message but did not receive a response. 30 Crest Road East: Spoke to Debi Fournier who requested it be moved in front of the vacant property at 23 Crest Road East on the southwestern side of the road. 33 Crest Road East: Spoke to Sandy Sherman who did not oppose the original location or event dates.

Staff followed up with Republic Services and RHCA staff and both agree the site in front of the vacant lot at 23 Crest Road East is feasible. Staff has updated the location with the four remaining sites remaining unchanged.

Staff is processing a new development application for the site at 23 Crest Road East and the applicants and owner have been notified of the communal bin event.

FISCAL IMPACT:

None.

RECOMMENDATION:

Receive and file.

ATTACHMENTS:

PW_REF_230718_CommunalBin_SE_Rotation.pdf
69 COMMUNAL GREEN WASTE BINS LOCATIONS
AVAILABLE FOR ALL RESIDENTS FROM AUGUST 4 -12, 2023
Communal bins locations:

1. Crest Road East at or near 23 Crest Road East on the southwest side of the street.

2. Caballeros Road at the intersection of Crest Road E. on the east side of the street.

3. Eastfield at the corner of Open Brand Road (after the mail box of 79/81) after the Stop sign.

4. Chuckwagon Road next to Upper Willow Spring Trail.

5. Eastfield Drive right after the intersection of Chuckwagon Road across the street from 28 Eastfield on the west side of the street.

Please follow these directions to participate in this free program:
 Place all green waste inside the bins. Do not over fill.  Do not leave any debris outside the bins.
 Piles need to be kept free of rocks and dirt.
 Do not dump non-green waste materials.
 Do not dump construction materials.
1 2
3 4
5 70
Agenda Item No.: 13.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: JOHN SIGNO, DIRECTOR OF PLANNING & COMMUNITY SERVICES THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: DISCUSS AND APPROVE NEW TENNIS COURT CABANA AND

AMENITIES PROPOSED BY THE ROLLING HILLS COMMUNITY

ASSOCIATION
DATE: July 24, 2023
BACKGROUND:

As reported to City Council at the June 26, 2023, City Council Meeting, City staff and the Rolling Hills Community Association (RHCA) have been coordinating on the improvements to the tennis court area. The City will be handling ADA improvements. RHCA will be responsible for the cabana and other amenities.

RHCA has engaged its design consultant to update previously prepared plans for landscaping, irrigation, and lighting improvements at the tennis courts. In 2017 when the city decided to bring the tennis court area into compliance with ADA, these improvements were not included in that decision. At the July 10, 2023 City Council meeting, Council granted approval of a budget modification to pay for the Tennis Court ADA Improvement Project and a professional services agreement with Richie-Bray, Inc. to update the landscape, lighting and irrigation plans.

DISCUSSION:

The project covers an area of 3,550 square feet (SF), not including the tennis courts, walkways, and landscaping.

USE AREA
New Exterior Court Viewing
Area
1,508 SF
Cabana 744 SF
Trellis 270 SF
Courtyard 1,028 SF
TOTAL 3,550 SF
71 RHCA will be demolishing the existing cabana and constructing a new cabana with an attached 58 SF ADA-accessible restroom, kitchen, ice maker, tables, seats. and other amenities.

The landscape plan was prepared by Richie-Bray, Inc. and is an update to a previously prepared plan. It is currently being reviewed by the City's landscape consultant. Since it is a refurbishment of an existing area, prescriptive measures will be used to address water efficiency, including the use of drip irrigation and drought-tolerant plants.

The cabana plan is expected to be submitted to LA County Building Services the week of July 24, 2023. A follow-up meeting with the City, the City's consultants, and RHCA is scheduled for August 16, 2023.

FISCAL IMPACT:

No City funds will be used for the cabana project as it will be paid by RHCA. Costs to install landscaping, lighting, and other amenities is still being discussed with RHCA.

RECOMMENDATION:

Approve as proposed.

ATTACHMENTS:

PW_TEN_TennisCourtCabana_RHCA_062323.pdf
PW_TEN_230711_RHCATennisCourtLandscape.pdf
72 SITE
ROLLING HILLS COMMUNITY ASSOC.

SHEET INDEX

PROJECT CONTACTS

PROJECT SUMMARY
AX.X
X'-X"X'-X"
X
X
XX
AX.X
AX.X
X'-X"
###

ABBREVIATIONS
LEGEND
X

VICINITY MAP

AREA BREAKDOWN
ROLLING HILLS COMMUNITY ASSOC.

LEGAL DESCRIPTION:APPLICABLE CODES:CONSTRUCTION TYPE:OCCUPANCY GROUP:BUILDING TYPE:PROJECT DESCRIPTION:SURVEYOR:STRUCTURAL:PROJECT ADDRESS:G-001 COVER SHEET

SITE PLANTOPOGRAPHIC CIVIL SURVEY
A-001ARCHITECT:OWNER:

Elevation Heights
Sheet #
Slope(unless noted otherwise)Dimension to face of framing/masonryDimension to center lineSection Room #
Sheet #
Detail #
WindowDoorShearwallNew WallMasonry WallConcrete
NAT. Natural
Concrete
MAX. Maximum
ARCH. Architectural
MIN. MinimumMECH. Mechanical
BTWN. Between
MFGR. Manufacturer
BLDG. Building
MICRO. Microwave
BLK. Block
MTL. Metal
BM. Beam
NO. Number
CLR. Clear
O.C. On Center
CL'G. Ceiling
PLYWD. Plywood
COL. ColumnCONC.

RIS. Risers
CONT. Continuous
R.O. Rough Opening
DRY. Dryer
R.R. Roof Rafters
DIA. Diameter
REV. Revision
DIM. Dimension(s)
REFR. Refrigerator
D.W. Dishwasher
REQ'D. Required
DWGS. Drawings
SHT. Sheet
ELEV. Elevation
SIM. Similar
EQ. Equal
STL. Steel
(E) Existing
STRUCT.Structural
EXT. Exterior
FIN. Finish, Finished
TR. Treads
FLR. Floor
T.&G. Tongue & Groove
FT'G. Footing
T.O. Top of
GALV. Galvanized
TYP. Typical
GRD. Grade
U.N.O. Unless Noted Otherwise
GYP. BD.Gypsum Board
V.I.F. Verify In Field
HDR. Header
WASH. Washer
HGT. Height
WD. Wood
INT. Interior
C.J. Ceiling Joist
F.J. Floor Joist
W.H. Water Heater
(N) New
TEMP. Tempered
CSMT. Casement
SL. Slider
FRZ. FreezerG.D. Garbage Disposal
F.A.U. Forced Air Unit
DetailInterior Elevations
Sheet #Sect. #
A-5
Furred Ceiling / Arch C-001
Obelisk ArchitectsTorrance, CA 90505Phone: 1.310.373.3568Contact: Nagy Bakhoum3800 Pacific Coast Highway ZONE: RAS-2 SPRINKLERED: NO
2022 California Title 24,California Energy Code and C.R.C.2022 CBC, 2022 CMC, 2022 CPC & 202 CEC w/State of #2 PORTUGUESE BEND ROADROLLING HILLS, CALIFORNIA 90274
ROLLING HILLS COMMUNITY ASSOC.

CABANA WITH ATTCHED TRELLISDEMO EXISTING CABANA NEW TENNIS COURT CABANA AND ATTACHED WOOD TRELLIS (CABANA -744 S.F. TRELLIS 270 S.F.)Type V-B ( NON-SPRINKLERED)

OCCUPANCY LOADS
A-201 EXTERIOR ELEVATIONSA-301 BUILDING SECTIONSG-002 GENERAL NOTESG-003 GENERAL NOTESA-401 PERSPECTIVESA-601 ARCHITECTUAL DETAILSA-602 ARCHITECTUAL DETAILSE-101 FIRST FLOOR ELECTRICALA-002 AREA PLANA-101 FIRST FLOOR / ROOF PLAN CITY NOTES:1. OBTAIN SANITATION DISTRICT APPROVAL FOR ANY NEW SEWER CONNECTION.2. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE.

3. USE 1% MINIMUM SLOPE AWAY FROM BUILDING PAD. HYDRAULIC CALCS SHALL BE SUBMITTED IF SUMP AND PUMP ARE REQ'D.

4. ALL UTILITIES SERVING THE SITE SHALL BE UNDER GROUNDED.5. YARD DRAINAGE IMPROVEMENTS SHALL BE INSPECTED & CERTIFIED BY THE ENGINEER OF RECORD PRIOR TO FINAL APRV'L.

6. A RE-INSPECTION FEE OF $27.00 WILL BE CHARGED FOR AN INSPECTION WHICH IS CALLED WITHOUT PROVIDING ACCESS, PLANS, OR IF THE JOB IS NOT READY.

7. ALL GENERAL CONTRACTORS, SUBCONTRACTORS, ARCHITECTS, AND ENGINEERS CONDUCTING BUSINESS WITHIN THE CITY OF ROLLING HILLS ARE REQUIRED TO MAINTAIN A CURRENT CITY BUSINESS LICENSE.

8. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL TIMES.

9. PRE-GRADE MEETING REQUIRED WITH CITY BUILDING INSPECTOR, GENERAL CONTRACTOR, OWNER OR OWNER'S AGENT, SOILS ENGINEER, GEOLOGIST (IF APPLICABLE) AND GRADING CONTRACTOR, PRIOR TO ANY WORK COMMENCING ON THE SITE.

10. DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

11. THE CF-6R FORM SHALL BE COMPLETED PRIOR TO FINAL INSPECTIONS ON NEW CONSTRUCTION.

12. FABRICATION OF STRUCTURAL STEEL SHALL BE BY AN APPROVED FABRICATOR OR FABRICATION SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED INSPECTOR.

13. SPECIFY FLUORESCENT LIGHTS RATED AT NO LESS THAN 40/ LUMENS PER WATT FOR GENERAL LIGHTINGS IN KITCHENS AND IN BATHROOMS WITH TUB OR SHOWER PER TITLE 24 SECTION 150 (K) 1 TO 4 (SEE EXCEPTIONS).

PUBLIC WORKS DEPARTMENT NOTES:F.A.U. / ATTIC NOTES:18. ALL IRRIGATION MUST MEET CURRENT CITY REQUIREMENTS FOR PROPER INSTALLATION.

19. NO DISCHARGE OF CONSTRUCTION WASTE FROM THE PREMISES IS PERMITTED.20. A PROPERTY LINE CLEAN OUT MUST BE INSTALLED ON THE SANITARY SEWER

LATERAL (PER STANDARD PLAN)

21. IF ANY SEWER LATERAL IS REUSED, IT MUST BE TELEVISED TO CHECK ITS STRUCTURAL INTEGRITY. THE TAPE MUST BE AVAILABLE FOR REVIEW BY THE PUBLIC WORKS DEPARTMENT.

22. FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR STREET IMPROVEMENTS, CURB CORES, CURBS/GUTTERS, ETC.

23. PROVIDE DOUBLE JOISTS SUPPORTING THE UNIT. (IF REQUIRED)24. PROVIDE 22" X 30" MINIMUM SCUTTLE TO ATTIC. SECTION 1505.1 UBC AND 307.3.2.1 UMC (30" X 30" IF FAU IN ATTIC).

25. PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF ROOF AREA MINIMUM AND INCREASED ACCORDINGLY, IF COMBUSTION AIR IS TAKEN FROM THE ATTIC. (SECTION 1505.3 UBC)

26. PROVIDE PERMANENT OUTLET AND LIGHT FIXTURE AT OR NEAR THE EQUIPMENT CONTROLLED BY A SWITCH LOCATED AT THE SCUTTLE. (IF REQUIRED)

27. PROVIDE SEISMIC SWAY BRACE OR ANCHOR UNIT TO PLATFORM.28. CONDENSATE DRAIN TO APPROVED PLUMBING FIXTURE.

1. PROVIDE A MINIMUM UNOBSTRUCTED WIDTH OF 15 FEET, EXCLUSIVE OF SHOULDERS, EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE "CLEAR TO SKY" FIRE DEPARTMENT VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR BUILDING WALLS. FIRE CODE 503.2.1

2. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1

3. THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THIS LOCATION IS 1,500 GPM, AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 507.3, TABLE 8105.1, COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.

4. PLANS SHOWING UNDERGROUND PIPING, FIRE DEPARTMENT CONNECTION, OR PRIVATE ON-SITE FIRE HYDRANTS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE CODE 901.2, COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 7.

5. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE UNDERGROUND FIRE PROTECTION PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. NO UNDERGROUND PIPING OR THRUST BLOCKS SHALL BE COVERED WITH EARTH R HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NOT LESS THAN 48 HOURS IN WHICH TO INSPECT SUCH INSTALLATIONS. FIRE COD E901.5, COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 7.

6. BUILDING CODE OCCUPANCY CLASSIFICATION FOR THIS STABLE IS "U: UTILITY AND MISCELLANEOUS GROUP, STABLE"

7. BUILDING CODE TYPE OF CONSTRUCTION CLASSIFICATION FOR THE PROJECT IS "TYPE V-A"

8. PROVIDE AN APPROVED AUTOMATIC IRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE 903 AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.REASON: FIRE CODE 503.1.1 EXCEPTION #1 INCREASED TRAVEL DISTANCE.

9. ALL ROOF COVERING SHALL BE ClASS "A" AS SPECIFIED IN BUILDING CODE 1505.1.1 (RESIDENTIAL CODE R327.5.2 & R902)

10. ROOF VALLEY FLASHING SHALL BE NOT LESS THAN 0.019 INCH(NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTNAT M.ETAL INSTALLED OVER MINIMUM 36 INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF MO. 72 ASTM CAP SHEET MEETING RUNNING THE FULL LENGTH OF THE VALLEY. (RESIDENTIAL CODE R327.5.3 AND BUILDING CODE 705A.3)

11. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. (RESIDENTIAL CODE R327.534 AND BUILDING CODE 705A.4)

12. CLEARANCE OF BRUSH AND VEGETATION GROWTH SHALL BE MAINTAINED PER FIRE CODE 325

13. EXTERIOR WALLS HAVE 1 HOUR FIRE RESISTANCE RATINGS.

1. EXTERIOR FACE: BOARD AND BATTEN SIDING OVER 2 LAYERS OF 15 LB.

FELT AND 112" PLYWOOD. IGNITION MATERIAL MATCH EXISTING RESIDENCE

2. INTERIOR FACE: 5/8" TYPE 'X' GYP. BOARD OVER 2x6 @ 16"0C, SEE TITLE 24 FOR INSULATION REQUIREMENTS

14. ALL FIRE HYDRANTS SHALL MEASURE 6"X4"X2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD 0503, OR APPROVAL EQUAL, AND SHALL BE INSTALLED IN COMPLIANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8. FIRE CODE 507.5 AND REGULATION 8.

15. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO BEGINNING CONSTRUCTION. FIRE CODE 501.4

16. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. FIRE CODE 10.207

17. PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIFORNIA RESOURCES CODE SECTION 4291, CALIFORNIA GOVERNMENT CODE SECTION 51182, AND THIS CODE. (FIRE CODE 4708.3)

18. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325

19. ANCILLARY BUILDINGS AND STRUCTURES AND DETACHED ACCESSORY STRUCTURES SHALL COMPLY WITH THE PROVISIONS OF THE RESIDENT AIL CODE R327.10.1 AND BUILDING CODE 710A.1 FIRE PREVENTION NOTES:

FIRE ZONE:VHFHSZ CBC CHAPTER 7A
Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-5581

CABANA PROJECT CABANA PROJECT
Storm Water Pollution Control Requirements for Construction Activities Minimum Water Quality Protection Requirements for All Development Construction Projects/Certification Statement
The following is intended as minimum notes or as an attachment for building and grading plans and represent the minimum standards of good housekeeping that must be implemented on all construction sites regardless of size. (Applies to all permits) • Eroded sediments and other pollutants must be retained on site and may not be transported from the site via sheetflow, swales, area drains, natural drainage courses or wind. • Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces of wind or water. • Fuels, oils, solvents and other toxic materials must be stored in accordance with their listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills must be cleaned up immediately and disposed of in a proper manner. Spills may not be washed into the drainage system. • Non-stormwater runoff from equipment and vehicle washing and any other activity shall be contained at the project site.
• Excess or waste concrete may not be washed into the public way or any other drainage system. Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste. • Trash and construction related solid wastes must be deposited into a covered receptacle to prevent contamination of rainwater and dispersal by wind. • Sediments and other materials may not be tracked from the site by vehicle traffic. The construction entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way. Accidental depositions must be swept up immediately and may not be washed down by rain or other means. • Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by wind and water.
• Other:As the project owner or authorized agent of the owner, I have read and understand the requirements listed above, necessary to control storm water pollution from sediments, erosion, and construction materials, and I certify that I will comply with these requirements.Print Name (Owner or authorized agent of the owner)Signature (Owner or authorized agent of the owner)Date*The above Best Management Practices are detailed in the California Storm Water Best Management Practices Handbook,

BEST MANAGEMENT PRACTICESFOR CONSTRUCTION ACTIVITIES
PLUMBING FIXTURE A-102 ADA RESTROOMA-103 ADA KITCHENA-402 RENDERINGS SHEET

SHEET TITLE
STAMP

PROJECT NUMBER
DATE

REVISIONS

PROJECT
3 1 0 . 3 7 3 . 0 8 1 0 f a xobeliskarc.comTORRANCE, CALIFORNIA 905053800 PACIFIC COAST HIGHWAY3 1 0 . 3 7 3 . 3 5 6 8 t e l THIS DOCUMENT IS FURNISHED INCONFIDENCE FOR THE LIMITEDPURPOSE OF EVALUATION, BIDDINGOR REVIEW. THIS DOCUMENT ANDITS CONTENTS MAY NOT BE USEDFOR ANY OTHER PURPOSE AND MAYNOT BE REPRODUCED OR DISCLOSEDTO OTHERS WITHOUT THE PRIORWRITTEN AUTHORIZED CONSENTOF OBELISK ARCHITECTSALL RIGHTS RESERVED (C) 1997-2023

OBELISK

N A G Y
R . B A

K H O U M

R EG I S T E R E D

P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

ARCHITECTS
A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 1:49:41 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt G-001 Cover Sheet Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
Area Schedule (Gross Building)
Name Area Type Area
NEW COURT VEIWING AREA Exterior Area 1508 SFCABANA Gross Building Area 744 SFTRELLIS Exterior Area 270 SFCOURTYARD Exterior Area 1028 SF Occupancy Capacity Load
Name Area Occupancy Factor
Max Room
Capacity
ADA RESTROOM 58 SF 35 1CABANA 593 SF 15 39TRELLIS 266 SF 15 17 73 488.70'
(N) CABANA
FF= 486.75
(E) TENNIS COURT
(E) TENNIS COURT
(E) TENNIS COURT
(E) GUARD HOUSE

TRELLIS
7'-6"
10'-3"
21° 04' 3
5"
52 0.8
0'
N
E
49° 33' 40"
191.66'
N
W
2 5° 2
9' 5
5"
2 8

2.17'
S
W
64° 30' 05"
312.74'
N W
5'-1 1/2"

PLANTED AREA

PLANTED AREA
SHEET

SHEET TITLE
STAMP

PROJECT NUMBER
DATE

REVISIONS

OBELISK

N A G Y
R . B A

K H O U M

R EG I S T E R E D

P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

ARCHITECTS
A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 1:18:51 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-001 Site Plan Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1" = 20'-0"
Site Plan
74 1
2 B
A
1'-3" 1.25'
1'-3"
A
A-301
A
A-301
B
A-301
C
A-301
C
A-301
EQ EQ
EQ EQ 5.08' 5.08'
4:12 4:12
4:12 4:12
4:12 4:12
2 A-602
3 A-602
1 A-602
CLASS 'A' FLAT CONC. ROOF TILLE 'EAGLE ROOFING PRODUCTS 4502 ARCADIA CANYON BROWN' ICC-ESR 1900 VALID THRU 1/31/2023 6x16
6x12

EXPOSED
BEAM
6x12

EXPOSED
BEAM
6x16
6x14
2'-3 1/2"
2'-3 1/2"
2'-0"
2'-0"

TRELLIS

RIDGE LINE RIDGE LINE

RIDGE LINE
NOTE:1. ROOF GUTTERS SHALL BE DESIGNED TO
PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS.

2. ROOF ASSEMBLY COMPLYING WITH ASTM E
108 OR UL 1790 AND ATTAHMENT SHALL BE ADEQUATE FOR 110 MPH WIND LOADS SEE NOTE ON STRUCTRUAL DRAWINGS.

ROLLING HILLS COMMUNITY ASSOCIATION NOTES:1. SUBMIT ROOF MATERIALS SAMPLES PRIOR TO PURCHASE FOR REVIEW AND APROVAL R.H.C.A.

2. SUBMIT MATERIAL OF GUTTERS AND DOWN
SPOUTS. GUTTER DETAILS AT EAVE TO BE ON PLAN. RIBBED DOWNSPOUTS ARE NOT APROVED.

3. BRING ALL PLUMBING VENTS WITH A RADIUS
OF 15'-0" THROUGH THE ROOF AT ONE POINT. AND CONCEALED FROM VIEW WHERE POSSIBLE TO THE SATIFICATION OF BUILDING INSPECTOR.

NOTE:NOTE SOFFIT CONSTRUCTION*1. 6X8 EXPOSED RAFTER TAILS WITH 2X6 EXPOSED T&G DECKING OVER 5/8" TYPE 'X' GYP. BOARD.

2. 1/2" PLYWOOD SHEATHING AND
5/8" TYPE 'X' GYP. BOARD WITH CLASS 'A' TILE ROOF OVER. EAGLE ROOFING PRODUCTS ICCESR 1900 VALID THRU 1/31/2023

3. FIRE RESISTIVE SIDING OVER 2X6
STUDS. 1/2" PLYWOOD SHEATHING AND 5/8"TYPE 'X' GYP. BOARD TYPICAL.

4. JAMES HARDIE ARTISAN VCHANNEL ESR-2290 VALID THRU
MARCH 2024.
1 2
B
A
8'-0 1/2" 30'-10"
10'-4" 10'-2" 10'-4"
A
A-301
A
A-301
1'
B
A-301
C
A-301
C
A-301
EQ EQ
4'-0 1/2"

2.5'

3.33'
ø 60"
6x6
HSS4-1/2X4-1/2X1/4
6x6
6x8
HSS4-1/2X4-1/2X1/4
6x8 6x8
6x6
30'-10"
12'-6"
21'-6"
1'-0"
D
A-301
1'-6"
3'-5" 8'-11 1/2" 3'-6"
1'-1"
1'-0"
10'-4" 10'-2" 10'-4"
6x6
6x6
6x6
4'-4" 4'-4"
38'-10 1/2"
EQ EQ
486.70'
5'-0"
A-102
1 1'-0"
1'-0" 1'-2" 1'-0" 10'-1 1/2" 10'-2" 10'-1 1/2"
A-103
1 ø 60"
ICE MAKER REF.
2'-0"
1'-0"
2 A-602
3 A-602
1 A-602
593 SF
CABANA
2 266 SF

TRELLIS
3 SHEET

SHEET TITLE
STAMP

PROJECT NUMBER
DATE

REVISIONS

OBELISK

N A G Y
R . B A

K H O U M

R EG I S T E R E D

P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

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A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 1:08:35 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-101 First Floor / Roof Plan Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1/4" = 1'-0"
Roof
1/4" = 1'-0"
Level 1
75 1
A
H
A-102
7'-6"
7'-5"
ø 60" 40"
30"
8'-0 1/2"
8'-8 1/2"
E
F
G
24"
1 ADA RESTROOM KEY NOTE:1. H.C. WATER CLOSET SET TO ADA STANDARDS.2. LAVATORY WITH LEVER HANDLES TYP. SET TO ADA STANDARDS.

3. WALL MOUNTED SOAP DISPENSER PER ADA
STANDARDS.

4. WRAP/INSULATE HOT WATER AND DRAIN PIPES.5. SEMI RECESSED PAPER DISPENSER/TRASH RECEPTICLE.

6. 36" GRAB BAR SET TO ADA STANDARDS.7. 42" GRAB BAR SET TO ADA STANDARDS.8. TOILET PAPER/SEAT COVER DISPENSER.9. TOILET PAPER DISPENSER.10. 5/8 GYP BOARD (GREEN BOARD) WALLS USE EPOXY PAINT FOR WASHABLE SURFACE.

11. 24" MIRROR MOUNTED PER ADA STANDARDS.12. SMOOTH WASHABLE SURFACE AT WALLS AND CEILING.

13. DOOR WITH ADA HARDWARE AND KICK PLATE
DOOR 3'-0" X 7'-0"X 1-¾" SOLID CORE. ALL HARDWARE TO BE ADA ACCESSIBLE LEVERS HANDLES AND KICKPLATE

14. FLOOR DRAIN.
2 14
7 6
1 18" 18"
55 1/2"
58 SF

ADA RESTROOM
1 16 1/2"
34"
42" 10 1/2"
89 1
12 7
10 3'-2"
34" MAX.
40" MAX.
34"
6 1
3 11
12 98
7 4
2 10 10
12 5
4 2
5 13
1012
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N A G Y
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P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

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6/23/2023 1:33:38 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-102 ADA Restroom Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1/2" = 1'-0"
Level 1 - ADA RESTROOM
3/8" = 1'-0"
E
3/8" = 1'-0"
F
3/8" = 1'-0"
G
3/8" = 1'-0"
H
76 2
BA
C
A-301
A-103
2 D
A-301
A-103
3 4
5 ø
6 0"
3 A-602
1 A-602

14. 30X48" CLEAR SPACE IN FRONT OF SINK TO ALLOW
FORWARD APPROACH.

15. MAX HEIGHT OF COUNTER TOP 34".16. 27" HIGH X 30" WIDE X 19" DEEP IS REQUIRED KNEE UNDER SINK.

17. LEVER HANDLE IS REQUIRED AT SINK.18. MAX DEPTH OF BASE CABINET TO BE 2'-8".19. ADA APPROVED BBQ 34" ABOVE FINISHED FLOOR.20. 60" CLEAR SPACE.21. ADA APPROVED REFRIGERATOR.22. HOOD WITH FAN AND LIGHT SEE INETERIOR ELEVATIONS.23. COUNTER TOP24. STONE FLOOR TO MATCH FLOOR AT ROLLING HILLS COMMUNITY ASSOCIATION BUILDING.

25. EXPOSED BEAM SEE REFLECTIVE CEILING PLAN.26. BUILT-UP WOOD COLUMN SEE A-10127. ICE MAKER28. 12" DEEP UPPER CABINETS29. STONE SPLASH SEE INTERIOR ELEVATIONS.30. 5/8" TYPE 'X' GYP.BOARD WALLS WITH SMOOTH FINISH / WASHABLE SURFACE.

31. 28" UPPER CABINET SEE ELEVATIONS.ADA KITCHEN KEY NOTES:
14 15
15 16
17 1'-0" 2'-8" 5'-0" 2'-8"
18 19
20 21
22 23 23
23 23
24 24
24 24
1'-0" 7'-11 1/2"
3'-6 1/2"
3'-7"
3'-10"
6'-9" 3'-3 1/2"
2'-7"
CABANA:FLOOR: STONE- MATCH FLOORING IN
THE ROLLING COMMUNITY ASSOCIATION BUILDING.

BASE: WOOD TO MATCH BASE AT
THE ROLLING COMMUNITY ASSOCIATION BUILDING.

WALLS: 5/8" TYPE 'X' GYP. BOARD
AND FIRE RESISTIVE SIDING.

CEILING: 5/8" TYPE 'X' GYP. BOARD /
ALT EXPOSED 2X6 T&G DECKING.

CABINETS:

STAIN GRADE BASE AND UPPER CABINETS WITH GRANITE COUNTER TOP WITH SELF EDGE AND GRANITE SPLASH WHERE REQUIRED. ALT. TILE TOP AND SPLASH.

Level 1
486.75'
Top Plate
495.75'
7'-0"1'-6" 5'-3"
3'-6 1/2" 1'-6" 3'-0"
TYP.
3'-0" 1'-0" 1'-6" 1'-6" 1'-0"
2'-3" 2'-3" 2'-3" 3'-0"
2'-10"
Level 1
486.75'
Top Plate
495.75'
Level 1
486.75'
Roof
503.58'
2 1
2'-5"
2'-3"
Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
B
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P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

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A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 1:35:57 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-103 ADA Kitchen Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
3/8" = 1'-0"
Level 1 -EnlargedKitchen
3/8" = 1'-0"
A
3/8" = 1'-0"
B
3/8" = 1'-0"
C
3/8" = 1'-0"
D
77 Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
B A
C
A-301
4X8 @ 24" O.C. 0'-10"
4" Concrete Slab

BUILT UP COLUMN FIRE

RESISTIVE SIDING BEYOND
6x12

EXPOSED
BEAM
6x12

EXPOSED
BEAM

COPPER GUTTER
6X8 EXPOSED BEAM
3X4 @ 24" O.C.

CLASS 'A' FLAT CONC. ROOF TILE4:12 PITCH

OPEN OPEN CABANA

OPEN OPEN
9'-0"
3'-11" 13'-9" 1 A-602 NOTE: NOTE SOFFIT CONSTRUCTION* 1. 6X8 EXPOSED RAFTER TAILS WITH 2X6 EXPOSED T&G DECKING OVER 5/8" TYPE 'X' GYP. BOARD. 2. 1/2" PLYWOOD SHEATHING AND 5/8" TYPE 'X' GYP. BOARD WITH CLASS 'A' TILE ROOF OVER. EAGLE ROOFING PRODUCTS ICC- ESR 1900 VALID THRU 1/31/2023 3. FIRE RESISTIVE SIDING OVER 2X6 STUDS. 1/2" PLYWOOD SHEATHING AND 5/8"TYPE 'X' GYP. BOARD TYPICAL.

4. JAMES HARDIE ARTISAN VCHANNEL ESR-2290 VALID THRU
6 MARCH 2024.

A-601
TYP.

A-602
1 Sim
Level 1
486.75'
Roof
503.58'
Roof
503.58'
16'-10"Top Plate 495.75'
2 1
A
A-301
B
A-301
2'-8 1/2"
0'-3"
0'-3"
D
A-301
3 A-602
6 A-601
TYP.

Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
A B
EQ EQ
2'-6"
9'-0"
5'-0"

TRELLIS

BUILT UP COLUMN FIRE

RESISTIVE SIDING BEYOND
6x12

EXPOSED
BEAM
ROOF
TRUSS
6x12

EXPOSED
BEAM
6" Exterior -Hardie Artisan
V-Rustic Siding Horizontal
Siding / Wood Stud Fire
Resistive 8 ft 2
1 hr
CLASS 'A' FLAT CONC. ROOF TILE4:12 PITCH
COPPER GUTTER2X6 EXPOSEDT&G DECKING
6X8 EXPOSEDRAFTER TAILS @ 32" O.C.±
13'-9"
9'-0"
2'-6"
Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
1 2
9'-0" 6" Exterior -Hardie Artisan V-Rustic Siding Horizontal Siding / Wood Stud Fire
Resistive 8 ft 2
1 hr
4" Concrete Slab

BUILT UP COLUMN FIRE

RESISTIVE SIDING BEYOND
CLASS 'A' FLAT CONC. ROOF TILE4:12 PITCH
17'-8"
6X12 OUTLOOKERS

OPEN OPEN OPEN
6X8 EXPOSED RAFTER TAILS @ 32" O.C. ±
6X12 WOOD BEAM TYP.
1'-0"

COPPER GUTTERPER ROOF PLAN
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EXP. 1-31-25
LIC# C26503 S T A T E O F C A L I F O R N I A

ARCHITECTS
A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 1:14:00 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-201 Elevations Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1/4" = 1'-0"
North
1/4" = 1'-0"
West
1/4" = 1'-0"
South
1/4" = 1'-0"
East
78 Level 1
486.75'
Top Plate
495.75'
B A

2.5'
C
A-301
C
A-301
10'-6" 11'-0"
6x12

EXPOSED
BEAM
ROOF
TRUSS
0'-3 1/2"
4x8 Rafter @ 24"
O.C.
6x12

EXPOSED
BEAM
CLASS 'A' FLAT CONC. TILEROOF 4:12 PITCH
3X4 @ 24" O.C.

BUILT UP COLUMN FIRE

RESISTIVE SIDING BEYOND

BUILT UP COLUMN
AC PAVING 4"
12"sq pavers

COVERED PATIO CABANA
Superior Radiant
EW18M12
6x12

EXPOSED
BEAM
6x16
A-602
2 COPPER GUTTER TYP.

ATTACHED WOOD TRELLIS
6X8 EXPOSED BEAM
Level 1
486.75'
Top Plate
495.75'
A
6x12 6x14

EXPOSED
BEAM
6x12

EXPOSED
BEAM
R-30
R-15
2'-6"
2'-6"
EQ EQ
Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
2 1 A A-301
A
A-301
B
A-301
D
A-301
D
A-301
Superior Radiant
EW18M12
Superior Radiant
EW18M12
Superior Radiant
EW18M12
6x16
6x12

EXPOSED
BEAM
6x12

EXPOSED
BEAM
6x8

EXPOSED
BEAM
2X10 R.R. @ 16" O.C.
6x8

BUILT UP COLUMN

BUILT UP COLUMN
6x6 POST
AC PAVING 4"
12"sq pavers
2X6 EXPOSED T&G DECKING OVER 5/8"TYPE 'X' GYP. BOARD.

Level 1
486.75'
Roof
503.58'
Top Plate
495.75'
C
A-301
2'-5"
0'-11"
0'-6"
0'-9"
0'-8"
SHEET

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DATE

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EXP. 1-31-25
LIC# C26503 S T A T E O F C A L I F O R N I A

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6/23/2023 1:16:09 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-301 Building Sections Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1/4" = 1'-0"
Section A
1/4" = 1'-0"
Section B
1/4" = 1'-0"
Section C
1/4" = 1'-0"
Section D
79 SHEET

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LIC# C26503

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6/23/2023 1:29:06 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-401 Perspectives Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date

NORTH VIEW SOUTH VIEWBBQ AREA KITCHEN TV AREA
80 SHEET

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6/23/2023 1:41:48 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-402 Renderings Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
81 1
2 B
A
Superior Radiant
EW18M12
6x8

EXPOSED
BEAM
6x12

EXPOSED
BEAM
6x8

EXPOSED
BEAM
6x12

EXPOSED
BEAM
6x8

EXPOSED
BEAM
6x12

EXPOSED
BEAM
4:12
4:12 4:12
4:12
6x16
2X6" T&G EXPOSED DECKING OVER 5/8" TYPE 'X' GPY. BOARD CEILING BETWEEN EXPOSED BEAMS 2X6" T&G EXPOSED DECKING
5/8" TYPE 'X' GPY. BOARD FLAT CEILING
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P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

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O F C A L I F O R N I A

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6/23/2023 1:31:44 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-501 First Floor Reflected Ceiling Plan / Interior Elevations Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
1/4" = 1'-0"
Level 1
No. Description Date
82 MIN.

PER 2512.1.2

TO PAVED

SURFACE
8" MIN.
2"

PLYWOOD SHEATHING
SEE

STRUCTURAL

BUILDING PAPER
PERFORATED 26
GAUGE

GALVANIZED
WEEP
SCREED

APPROVED NONCOMBUSTIBLE CONSTRUCTION
SCALE: 3"=1'-0"
Wall Flashing @ Ext. Fin. Surf.

HARDIEPANEL Artisan VRustic Siding "ARCTIC WHITE" ICC ESR-2290 - ONE HOUR FIRE RATED HARDIEPANEL ARTISAN V HORIZONTAL SIDING - ARTIC WHITE - 1 HR FIRE

BUILDING PAPER
SCALE: 3"=1'-0"
Exterior Out-Swing Door Head
PLYWOOD SHEATHINGMODIFIED BITUMEN WRAP6" UP FACE & INTOOPENING ALL SIDESEXTEND AN ADDITTIONALLAYER o/ FLASHING TYP. GYPSUM BOARD

SHIM SPACE
2 LAYERS TYPE 'D' BUILDING PAPERHARDIE ARTISAN V RUSTIC SIDINGNOTE:WRAP OPENING WITH BITUTHENE @ HEAD, JAMB AND SILL 6" MIN. LAP BOTH SIDES TYP. 6x WOOD HEADER
WOOD SPECIAL PROFILECASING SPC1816 OZ. COPPER FLASHING
WOOD
CASING

SEE INTERIOR

ELEVATIONS

SET NAIL FIN IN ACONTINUOUS BEAD OFSEALANT

WOOD FRAME

SEALANT
MANUFACTURER: MARVIN. WOOD INTERIOR, CLAD EXTERIOR
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LIC# C26503 S T A T E O F C A L I F O R N I A

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6/23/2023 1:44:49 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-601 Architectural Details Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
61 2 345
83 Top Plate
495.75'
2 6x12

EXPOSED
BEAM
6X8 EXPOSED BEAMCONC. RAKE TILE
1'-3"
2x6 WOOD STUD1/2 PLYWOOD SHEATHING5/8" TYPE 'X' GYP. BOARDHARDIE- WRAP OR EQUIVALENTWOOD SCREEN FURRING 3/8" MIN 6" Exterior - Hardie Artisan V-Rustic Siding on Wood
Framing Horizontal Siding / both
sides on Wood Stud Fire
Resistive
1 HR

ARTISAN V-RUSTIC SIDING
NOTE:NOTE SOFFIT CONSTRUCTION*1. 6X8 EXPOSED RAFTER TAILS WITH 2X6 EXPOSED T&G DECKING OVER 5/8" TYPE 'X' GYP. BOARD.

2. 1/2" PLYWOOD SHEATHING AND
5/8" TYPE 'X' GYP. BOARD WITH CLASS 'A' TILE ROOF OVER. EAGLE ROOFING PRODUCTS ICCESR 1900 VALID THRU 1/31/2023

3. FIRE RESISTIVE SIDING OVER 2X6
STUDS. 1/2" PLYWOOD SHEATHING AND 5/8"TYPE 'X' GYP. BOARD TYPICAL.

4. JAMES HARDIE ARTISAN VCHANNEL ESR-2290 VALID THRU
MARCH 2024.

CLASS 'A' FLAT CONC. ROOF TILLE 'EAGLE ROOFING PRODUCTS 4502 ARCADIA CANYON BROWN' Top Plate
495.75'
B
CLASS 'A' FLAT CONC. ROOF TILE

ROOF RAFTER SEE FRAMING PLAN
6x12

EXPOSED
BEAM
6x12

EXPOSED
6x12 BEAM

EXPOSED
BEAM
HALFROUND COPPER GUTTER
NOTE: ATL. RAFTER TAIL DESIGN MATCH THOSE AT THE ROLLING HILLS COMMUNITY ASSOCIATES BUILDING.

Level 1
486.75'
Top Plate
495.75'
A
NOTE:NOTE SOFFIT CONSTRUCTION*1. 6X8 EXPOSED RAFTER TAILS WITH 2X6 EXPOSED T&G DECKING OVER 5/8" TYPE 'X' GYP. BOARD.

2. 1/2" PLYWOOD SHEATHING AND
5/8" TYPE 'X' GYP. BOARD WITH CLASS 'A' TILE ROOF OVER. EAGLE ROOFING PRODUCTS ICCESR 1900 VALID THRU 1/31/2023

3. FIRE RESISTIVE SIDING OVER 2X6
STUDS. 1/2" PLYWOOD SHEATHING AND 5/8"TYPE 'X' GYP. BOARD TYPICAL.

4. JAMES HARDIE ARTISAN VCHANNEL ESR-2290 VALID THRU
MARCH 2024.

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P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

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6/23/2023 1:46:52 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt A-602 Architectural Details Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
16 17 18
1 9 10
348
14 1519
5 20
12 13
1" = 1'-0"
Rake Detail
3/4" = 1'-0"
Eave Detail 0
3/4" = 1'-0"
Eave Detail 1
84 SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS
GFICWP2201/2 HOT
S
3 SS
4 AFIC

F OR FLUORLEDVP
W
1234
S
TV
T
J
SA

HBWATER
RAG
FG
KEY
M
S
A
S
T
S
D
HB
S
L
S
OS
STANDARD DUPLEX OUTLET (110 VOLTS)STANDARD DUPLEX OUTLET WITH GROUND FAULTCIRCUIT INTERRUPTERWATERPROOF STANDARD DUPLEX OUTLET WITHG.F.C.I.220 VOLT HARDWIRE JUNCTIONHALF-HOT DUPLEX OUTLETQUADRUPLEX RECEPTACLE OUTLETDUPLEX FLOOR OUTLETSINGLE POLE SWITCH3-WAY SWITCHSTANDARD DUPLEX OUTLET WITH ARC FAULT CIRCUITINTERRUPTERSURFACE MOUNTED INCANDESCENT LIGHT FIXTURECEILING HUNG PENDANT FIXTUREWALL MOUNTED INCANDESCENT LIGHT FIXTURERECESS MOUNTED CEILING LIGHT FIXTURE (PROVIDESPEC. FIXT. @ SLOPED CL'G.) 3" LED 2700KFLUORESCENT FIXTURECEILING MOUNTED 4 FT. FLUORESCENT LIGHT FIXTURELOW VOLTAGE FIXTURE / LEDVAPOR PROOF FIXTURERECESSED EXTERIOR STEP LIGHT FIXTURE 8"ABOVE FLOOR OR TREAD NOSINGSUNDER CABINET FLUORESCENT LIGHT FIXTUREABOVE CABINET FLUORESCENT LIGHT FIXTUREPIN LIGHTWALL-WASH LIGHT FIXTURE (PROVIDE SPEC. FIXTURE @ SLOPED CEILING) 3" LED W/ ADJST. 2700KFIXTURE TO BE SELECTED BY OWNERGARDEN / PATH LIGHTSTEP, AISLE OR NIGHT LIGHTPICTURE LIGHTFLOOD LIGHTHEAT LAMPEXHAUST FAN 50 CFM Min.EXHAUST FAN WITH LIGHT 50 CFM Min.STATE FIRE MARSHALL APPROVED SMOKEDETECTORCHIMESTELEPHONE OUTLETTELEVISION ANTENNA TERMINAL WITH TELEPHONEJACK FOR SATELLITEDOOR BELLTHERMOSTATHARDWARE JUNCTION BOX, HARDWIRE200 AMP SERVICE PANELSUPPLY AIR REGISTARHOSE BIBB WITH SHUT-OFF VALVEWATER LINE1 HP GARBAGE DISPOSALRETURN AIR GRILLFUEL GASFIREPLACE KEY (LOOSE)HOSE BIBBCENTRAL VACUUM HOSE CONECTION4-WAY SWITCHWALL MOUNTED & BE HIGH EFFICACY OR HAVEPHOTO-CONTROL MOTION SENSORCEILING FAN WITH LIGHTPROVIDE ADDED WIRE & BLOCKINGCEILING HUNG CHANDELIER (BY OWNER)SWITCH ON TIMERAIR SWITCHUNDER CABINET OUTLETSINGLE POLE SWITCH WITH DIMMER CONTROLTRACK LIGHTSINGLE POLE SWITCH WITH OCCUPANCY SENSORSWITCH FOR LOG LIGHTER @ F.P.

CMA CARBOM MONOXIDE ALARM
S
VS
ELECTRICAL NOTES:HVAC NOTES:1. ALL BATHROOM RECEPTACLES SHALL BE SERVED BY DEDICATED 20 AMP. CIRCUIT PER CEC ARTICLE 210.11(c)3.

2. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY LAUNDRY RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (210.11 (C)(2) CEC).

3. RECEPTACLES ON THE KITCHEN COUNTER SHALL BE
STARTED WITHIN 24" OF THE THE WALL OR COUNTER EDGE AND SPACED NOT MORE THAN 48" O.C. (N.E.C. SECT. 210-52 (c) )

4. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) RECEPTACLE
PROTECTION IS REQUIRED IN THE -BATH, GARAGE, OUTDOORS, UNDERFLOOR SPACE, KITCHEN COUNTERS, UNFINISHED BASEMENTS AND LAUNDRY/UTILITY/WET BAR SINKS (WHERE RECEPTACLE IS WITHIN 6FT OF THE OUTSIDE SINK EDGE). (210.52 CEC)

5. ALL BEDROOM RECEPTACLES SHALL BE PROTECTED BY AN
ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER CEC ARTICLE 210-12(B).

6. ALIGN CONVENIENT OUTLETS, & SWITCHES WITHIN 32".7. TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS SERVING THE KITCHEN COUNTER RECEPTACLES SHALL HAVE NO OTHER OUTLETS PER CEC ARTICLE 210.52 (b).

8. LIGHTING IN BATHROOMS, GARAGES, LAUNDRY AND UTILITY
ROOMS MUST BE HIGH EFFICACY LIGHTING OR HAVE OCCUPANCY SENSORS.

9. FLUORESCENT LIGHTS RATED AT NOT LESS THAN 40/LUMENS
PER WATT FOR GENERAL LIGHTING IN KITCHENS AND IN BATHROOMS AS PER TITLE 24.

10. ALL LIGHTING IN BATHROOMS, THE UTILITY ROOM, THE
LAUNDRY ROOM, THE GARAGE AND POWDER ROOM SHALL BE FLUORESCENT LIGHTING FIXTURE UNLESS LIGHTINGS ARE CONTROLLED WITH MOTION SENSOR.

11. MAXIMUM 50% OF LIGHTING WATTAGE IN THE KITCHEN MUST BE NON-HIGH EFFICIENCY LIGHTING & COMPLETE CF-2RLTG-01-E AND CF-2R-T-LTG-02-E

12. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO
INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (I.C.) BY UNDERWRITERS LABORATORIES OR OTHER TESTING/RATING LABORATORIES AS PER TITLE 24.

13. PROVIDE COVER AND LOCATE LIGHT FIXTURES 6" AWAY
FROM SHELVES IN CLOSETS (PER NEC SECT. 410-8)

14. ALL LIGHTING IN THE BUILDING EXCEPT CLOSETS LESS THAN 70 SQUARE FEET IN AREA SHALL BE FLUORESCENT LIGHTING FIXTURE UNLESS LIGHTINGS ARE CONTROLLED WITH MOTION SENSOR.

15. OUTDOOR LIGHTING MUST BE ON THE BUILDING AND BE HIGH EFFICACY OR HAVE PHOTO-CONTROL / MOTION SENSORS.

16. ALL WINDOW AND SLIDING GLASS DOOR ASSEMBLIES MUST
BE DUAL-PANED AND ALUMINUM FRAME OR HAVE A MAXIMUM U-VALUE OF 0.67.

17. A GAS CONNECTION AND GFC/WP ELECTRICAL CONNECTION
SHALL BE PROVIDE FRO AT THE SITE INDICATED FOR A HOT TUB IN THE BACKYARD.

18. COOKING EQUIPMENT MUST BE LISTED FOR RESIDENTIAL
USE.

19. PROVIDE BONDING WIRE TO METAL WATER SUPPLY SYSTEM,
OR GROUND ROD (NEC 250-80(a) & 83).

20. SEPARATE EARLY WARNING SMOKE DETECTION SYSTEMS
ARE REQUIRED.

21. IN NEW CONSTRUCTION SMOKE ALARM SHALL RECEIVE
THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. (907.2.10.1.3, 908.2.10.5.2). IN EXISTING CONSTRUTION, SMOKE ALARMS (i.e., SMOKE DETECTORS) MAY BE BATTERY OPERATED. (CBC 907.2.10.1.3, 908.2.10.5.2)

31. PILOT LIGHTS TO BE 18" ABOVE GARAGE SLAB.32. EXHAUST FAN IN THE BATHROOM CAPABLE OF PROVIDING 4 COMPLETE AIR CHANGES PER HOUR. VENT EXHAUST FANS TO OUTSIDE AIR. (SEE ELECTRICAL PLANS)

33. THE NEW OUTPUT CAPACITY OF THE GAS FURNACES IN THE
BUILDING MUST BE LESS THAN 45,000 BTU/HR. OR HEAT-LOSS CALCULATIONS MUST BE PROVIDED.

34. ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING
ENVELOPE TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS.

35. RE-CIRCULATION HOT WATER PIPING IN ATTICS, GARAGES, CRAWL SPACES OR UNHEATED SPACES SHALL BE INSULATED.

36. AN APPROVED SEISMIC GAS SHUT OFF VALVE WILL BE
INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.

37. WATER HEATER MUST BE STRAPPED TO WALL AS PER UPC
SECTION 510.5 (ONE AT 1/3 FROM THE TOP AND ONE AT 1/3 FROM THE BOTTOM OF THE WATER HEATER).

38. APPLIANCES SUCH AS KITCHEN SINK FOOD GRINDERS,
DISHWASHERS, MICROWAVE OVENS, TRASH COMPACTORS, WASHING MACHINES, DRYERS, REFRIGERATORS, FREEZERS, AIR CONDITIONERS, FAUs BUILT-IN HEATERS OR ANY FIXED APPLIANCE WITH MOTOR LARGER THAN 1/4 HP SHALL BE ON A SEPARATE BRANCH CIRCUIT SUPPLIED BY A MIN. NUMBER 12 AWG WIRE.

39. PROVIDE AN APPROVED SPARK ARRESTERFOR THE CHIMNEY
OF A FIREPLACE, STOVE, OR BARBECUE.

40. INSULATION OF HEATING AND COOLING DUCTS,MINIMUM R-6, IN ACCORDANCE WITH REQUIREMENT OF CHAPTER 6 OF THE CALIFORNIA MECHANICAL CODE.

22. SMOKE ALARMS (i.e., SMOKE DETECTORS) SHALL BE
INSTALLED AND MAINTAINED AT ALL OF THE FOLLOWING LOCATIONS: (CBC 907.2.10.1.2). PROVIDE ONE CO2 DETECTOR TO MEET CODE.a. IN EACH ROOM USED FOR SLEEPING PURPOSES.b. ON THE CEILING OR WALL OUTSIDE IMMEDIATE VICINITY OF SLEEPING ROOM.

23. A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS,
EXCEEDING $1,000 SHALL REQUIRE THE INSTALLATION OF SMOKE DETECTORS. (CBC 907.2.10.5.2, HSC 13113.7)

24. WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE
INSTALLED, IT SHALL BE INTERCONNECTED IN SUCH A MANNER.

25. ALL ELECTRICAL, TELEPHONE, CABLE TELEVISION SYSTEM AND SIMILAR SERVICE WIRES AND CABLES SHALL BE INSTALLED UNDER GROUND FOR ALL NEW BUILDINGS.

26. ANY SATELLITE DISH ANTENNAS AND/OR SIMILAR EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECT. 17.46.240 OF THE ZONING ORDINANCE

27. CONDUIT SHALL BE INSTALLED IN EACH UNIT FOR CABLE
TELEVISION.

28. ALL NEW PLUMBING FIXTURES SHALL BE CERTIFIED LOW FLOW FIXTURES.

29. THE ADDRESS SHALL BE CONSPICUOUSLY DISPLAYED ON THE STREET SIDE OF THE BUILDING WITH EXTERNALLY OR INTERNALLY LIT NUMBERS.

30. NO PENETRATION IN CEILING USE ACOUSTI BLOK @ CL'G FIBER BOARD / GLUE OVER GYPSUM USE NO SCREWS.
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SHEET

SHEET TITLE
STAMP

PROJECT NUMBER
DATE

REVISIONS

OBELISK

N A G Y
R . B A

K H O U M

R EG I S T E R E D

P RO F E S S I O NA L A RC H I T EC T
EXP. 1-31-25
LIC# C26503

S T A T E

O F C A L I F O R N I A

ARCHITECTS
A P r o f e s s i o n a l C o r p o r a t i o n
6/23/2023 2:10:04 PM H:\Rolling Hills Cabana Project\REVIT FILES\CITY OF ROLLING HILLS COMMUNITY ASSOC.rvt E-101 Electrical Plan Project Number
Rolling Hills
Community
Association
#2 Portuguese Bend Road
Rolling Hills, Ca. 90274
June 23, 2023
No. Description Date
1/4" = 1'-0"
Level 1 - ElectricalPlan
85 NORTH DWG. NO. SCALE DATE DESCRIPTIONS
LP-1 1/8" = 1'-0" PLANTING PLAN
REV. DATE
06-15-2023 06-27-2023
SCOPE OF WORK:

THE SCOPE OF WORK FOR THIS PROJECT INCLUDES:

PROJECT INFORMATION :

OWNER

CONTACT

MAILING ADDRESS

PROJECT ADDRESS

PHONE NUMBER
EMAIL
: ROLLING HILLS COMMUNITY ASSOCIATION
: 1 PORTUGUESE BEND ROAD, ROLLING HILLS, CA 90274
: (310) 544-6222

LANDSCAPE ARCHITECT

MAILING ADDRESS

PHONE NUMBER
EMAIL
: RICHIE-BRAY, INC. LANDSCAPE ARCHITECT
: 904 SILVER SPUR ROAD #395, ROLLING HILLS ESTATES, CA 90274 : (310) 377-5868
: [email protected]
LI-5 1/8" = 1'-0" 06-15-2023 --- IRRIGATION SPECIFICATION LI-1 N/A 06-15-2023 --- IRRIGATION PLAN
· PLANTING
· IRRIGATION
· LIGHTING
L-0 N/A 06-15-2023 --- COVER SHEET

ARCHITECT

MAILING ADDRESS

PHONE NUMBER
EMAIL
: OBELISK ARCHITECTS
: 3800 PACIFIC COAST HIGHWAY, TORRANCE, CA 90505
: (310) 373-3568
:

LIST OF BMPS (BEST MANAGEMENT PRACTICES)

1. CA1 DEWATERING OPERATIONS - REMOVE SEDIMENTS FROM GROUND WATER

2. CA2 PAVING OPERATIONS - REDUCE DISCHARGE OF POLLUTANTS FROM PAVING OPERATIONS

3. CA3 STRUCTURE CONSTRUCTION AND PAINTING - PREVENT & REDUCE DISCHARGE FROM CONSTRUCTION SITES & PAINTING PROJECTS

4. CA10 MATERIAL DELIVERY AND STORAGE - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM MATERIAL DELIVERY & STORAGE

5. CA11 MATERIAL USE - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM MATERIAL USE

6. CA12 SPILL PREVENTION AND CONTROL - PREVENT & REDUCE DISCHARGE OF POLLUTANT TO STORM WATER SYSTEMS WITH GOOD HOUSEKEEPING

7. CA20 SOLID WASTE MANAGEMENT - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER SYSTEMS FROM SOLID WASTE OR

CONSTRUCTION

8. CA21 HAZARDOUS WASTE MANAGEMENT - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM TOXIC MATERIALS

9. CA22 CONTAMINATED SOIL MANAGEMENT - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER CONTAMINATED SOIL

10. CA23 CONCRETE WASTE MANAGEMENT - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE

11. CA24 SANITARY/SEPTIC WASTE MANAGEMENT - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STROM WATER FROM SANITARY & SEPTIC SYSTEMS

12. CA30 VEHICLE AND EQUIPMENT CLEANING - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CLEANING OF VEHICLES AND

EQUIPMENT

13. CA31 VEHICLE AND EQUIPMENT FUELING - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM FUELING OF VEHICLES &

EQUIPMENT

14. CA32 VEHICLE AND EQUIPMENT MAINTENANCE - PREVENT & REDUCE DISCHARGE OF POLLUTANTS TO STORM WATER FROM MAINTENANCE OF

VEHICLES & EQUIPMENT

15. CA40 EMPLOYEE/SUBCONTRACTOR TRAINING -SWPPP STORM WATER POLLUTION PREVENTION PLAN

16. ESC1 SCHEDULING - SEQUENCING THE CONSTRUCTION PROJECT TO REDUCE THE AMOUNT OF SOIL EXPOSED TO EROSION

17. ESC2 PRESERVATION OF EXISTING VEGETATION - MINIMIZE DAMAGE AND EROSION BY PRESERVING THE EXISTING VEGETATION

18. ESC10 SEEDING AND PLANTING - MINIMIZE EROSION WITH SEEDING AND PLANTING

19. ESC11 MULCHING - FOR STABILIZING CLEARED AND FRESHLY SEEDED AREAS

20. ESC20 GEOTEXTILES AND MATS - FOR STABILIZATION OF SOILS

21. ESC21 DUST CONTROLS - REDUCE DUST AND SOIL EROSION

22. ESC22 TEMPORARY STREAM CROSSING - RECOMMENDATIONS FOR INSTALLING A TEMPORARY CULVER, FORD OR BRIDGE

23. ESC23 CONSTRUCTION ROAD STABILIZATION - RECOMMENDATIONS FOR DUST AND EROSION CONTROL

24. ESC24 STABILIZED CONSTRUCTION ENTRANCE - RECOMMENDATIONS FOR DUST, SEDIMENT AND EROSION CONTROL FOR PUBLIC STREETS

25. ESC30 EARTH DIKE - TEMPORARY BERM OR RIDGE OF COMPACTED SOIL

26. ESC31 TEMPORARY DRAINS AND SWALES - TO DIVERT OFF-SITE RUNOFF AROUND A CONSTRUCTION SITE

27. ESC32 SLOPE DRAIN - TEMPORARY PIPE TO DIVERT RUNOFF FROM THE TOP OF A SLOPE TO THE BOTTOM WITHOUT CAUSING EROSION

28. ESC40 OUTLET PROTECTION - INSTALL RIP-RAP TO REDUCE SEDIMENT IN THE SOIL

29. ESC41 CHECK DAMS - REDUCES VELOCITY OF CONCENTRATED STORM WATER FLOWS AND REDUCES EROSION

30. ESC42 SLOPE ROUGHENING/TERRACING - CREATES MICROCLIMATES FOR ESTABLISHING VEGETATION

31. ESC50 FOR SEDIMENTATION CONTROL

32. ESC51 STRAW BALE BARRIERS - FOR SEDIMENTATION CONTROL

33. ESC52 SAND BAG BARRIER - FOR SEDIMENTATION CONTROL

34. ESC53 BRUSH OR ROCK FILTER - FOR SEDIMENTATION CONTROL AND VELOCITY REDUCTION

35. ESC54 STORM DRAIN INLET PROTECTION - DEVICES WHICH DETAIN SEDIMENT LADEN RUNOFF

36. ESC55 SEDIMENT TRAP - SMALL EXCAVATED OR BERMED AREA FOR SEDIMENTATION

37. ESC56 SEDIMENT BASIN - POND CREATED TO ALLOW EXCESSIVE SEDIMENT TO SETTLE

LANDSCAPE MAINTENANCE REQUIREMENTS SHALL BE AS
FOLLOWS :

1. AN AUTOMATIC SPRINKLER OR IRRIGATION

SYSTEM SHALL BE INSTALLED AND PERMANENTLY
MAINTAINED IN WORKING ORDER.

2. ALL LANDSCAPING SHALL BE PERMANENTLY
MAINTAINED.

3. LAWN AND GROUND COVERS SHALL BE MOWED
OR TRIMMED REGULARLY. ALL PLANTED AREAS
SHALL BE KEPT FREE OF WEEDS AND DEBRIS.

4. ALL PLANTINGS SHALL BE KEPT IN A HEALTHY
AND GROWING CONDITION. ADJUSTMENTS,

REPLACEMENTS, REPAIRS AND CLEANING SHALL BE
A PART OF THE REGULAR MAINTENANCE.

5. STAKES, GUYS AND TIES ON TREES SHALL BE
CHECKED REGULARLY FOR CORRECT FUNCTION.

TIES SHALL BE ADJUSTED TO AVOID CREATING
ABRASION OR GIRDING ON TRUNKS OR BRANCHES.

MAINTENANCE REQUIREMENTS

12. CONTRACTOR TO ASCERTAIN ALL REQUIRED

SWIMMING POOL FENCING TO BE MAINTAINED

DURING CONSTRUCTION OR THE POOL SHALL BE
EMPTIED.

8. PER LOCAL REQUIREMENTS, THE WORKING
HOURS ARE BETWEEN 7:00 AM TO 7:00 PM
MONDAY THROUGH THURSDAY; 7:00 AM TO
5:00 PM ON FRIDAY AND 9:00 AM
TO 5:00 PM ON SATURDAY WITH NO WORK ON
SUNDAYS OR HOLIDAYS. THE ABOVE LIMITS ARE

FOR REFERENCE ONLY AND CONTRACTOR ARE

RESPONSIBLE TO ASCERTAIN THE WORKING

HOUR LIMIT FROM RELEVANT CITY
REQUIREMENTS.

GENERAL NOTES :

1. ANY YARD DRAINAGE IMPROVEMENTS SHALL BE

INSPECTED AND CERTIFIED BY THE ENGINEER OF
RECORD PRIOR TO FINAL APPROVAL.

2. ANY DRAINAGE DIRECTED TO THE STREET

THROUGH PIPING SHALL BE DRAWN UP BY A

LICENSED CIVIL ENGINEER AND SUBMITTED TO

THE CITY ENGINEER FOR APPROVAL PRIOR TO

OBTAINING A PUBLIC WORKS PERMIT FOR CURB
CORING.

3. CONTRACTOR TO VERIFY LOCATIONS OF SMOKE

DETECTORS AND CARBON MONOXIDE ALARMS IN
NEW WORK PER SECTIONS R314 & R315 OF THE
CRC RESPECTIVELY.

4. ALL CONSTRUCTION WASTE AND DEBRIS MUST BE

CONTAINERIZED AT ALL TIMES & MUST BE ATHENS
DUMPSTERS ONLY (CALL 1-888-336-6100)

5. A RE-INSPECTION FEE MAY BE CHARGED BY THE

CITY FOR AN INSPECTION WHICH IS NOT

ACCESSIBLE, OR APPROVED PLANS ARE NOT ON

SITE, OR JOB IS NOT READY AND ALL COSTS SHALL

BE BORNE BY THE CONTRACTOR RESPONSIBLE FOR
THE SAID WORK.

6. ANY AND ALL DEVIATIONS FROM THE PLANNING

COMMISSION APPROVED PLANS REQUIRE THAT

REVISED PLANS BE SUBMITTED TO THE PLANNING
DEPARTMENT FOR REVIEW AND APPROVAL.

7. ALL GENERAL CONTRACTORS,

SUB-CONTRACTORS, ARCHITECTS & ENGINEERS

CONDUCTING BUSINESS WITHIN THE CITY ARE

REQUIRED TO MAINTAIN A CURRENT CITY

BUSINESS LICENSE AS DESCRIBED IN THE
MUNICIPAL CODE ORDINANCE NO. 092-559 AND
RESLOLUTION NO. R92-72.

NOTES :

1. ANY PLANTING OR HARDSCAPE ON CITY RIGHT OF

WAY WILL BE REQUIRED TO BE REVIEWED AND
APPROVED BY THE CITY.

2. ALL PLANTING THAT GROWS TO A HEIGHT THAT

BECOMES A VIEW OBSTRUCTION, WILL BE REQUIRED
TO BE TRIMMED.

3. VERIFY ALL DIMENSIONS ON SITE AND NOTIFY

LANDSCAPE ARCHITECT OF ANY DISCREPANCIES
PRIOR TO COMMENCEMENT OF WORKS.

4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.

5. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR
ANY MEANS OR METHODS OF CONSTRUCTION.

6. LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR
PROPOSED OR EXISTING CONDITIONS.

7. ALL DIMENSIONS ARE TO FINISHED SURFACES.

8. SEE ENGINEER'S DRAWINGS FOR ALL DETAILS &

REQUIREMENTS OF CONCRETE, CMU WALLS, REBARS,
ETC.

9. ALL EXPOSED GALV. STEEL PARTS TO BE PAINTED W/
PRIMER & 2 COATS OF POLYURETHANE PAINT.

10. CONTRACTOR TO VERIFY ALL EQUIPMENT SIZES,
UTILITY REQUIREMENTS ETC. PRIOR TO
CONSTRUCTION.

11. CONTRACTOR TO SUBMIT ALL MATERIAL & COLOR

SAMPLES FOR APPROVAL PRIOR TO ANY WORK
COMMENCES.

12. SURVEY INFORMATION WERE OBTAINED FROM
OTHER'S RECORDS AND EXISTING SITE CONDITIONS.

CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR
TO CONSTRUCTION.

13. PRIOR TO ANY DEMOLITION/GRADING WORK

COMMENCES, A PRE-DEMO/GRADING MEETING

SHALL BE ARRANGED WITH CITY BUILDING

OFFICIALS, GENERAL CONTRACTOR, OWNER OR

OWNER'S REPRESENTATIVE, SOIL ENGINEER,

LANDSCAPE ARCHITECT AND/OR GRADING
CONTRACTOR.

14. CONTRACTOR TO INSTALL ALL NECESSARY

EROSION CONTROL AND SEDIMENT RETENTION

PROVISIONS ACCORDING TO PLAN OR AS
NECESSARY.

15. DETACHED PATIO COVERS, CARPORTS, ARBORS,

OPEN LATTICE WORK & SUN SHADES MAY BE

CONSTRUCTED OF ANY MATERIALS ALLOWED BY
CODE.

13. SURVEY PREPARED BY :

BOLTON ENGINEERS
(310) 325-5580

14. SHOULD EXISTING CONDITIONS DIFFER FROM THIS

LAYOUT, CONTRACTOR ARE TO INFORM

LANDSCAPE ARCHITECT FOR VERIFICATION PRIOR
TO WORK COMMENCES.

9. ALL WORKS SHALL CONFORM TO ALL RELEVANT

CURRENT CODES INCLUDING BUT NOT LIMITED
TO :
- 2022 CALIFORNIA BUILDING CODE
- 2022 CALIFORNIA RESIDENTIAL CODE
- 2022 CALIFORNIA PLUMBING CODE
- 2022 CALIFORNIA MECHANICAL CODE
- 2022 CALIFORNIA ELECTRICAL CODE
- THE CURRENT REQUIREMENTS OF THE
ENERGY
- COUNTY OF LOS ANGELES FIRE CODE

10. DUST CONTROL MEASURES SHALL BE

MAINTAINED THROUGHOUT THE DURATION
OF THE PROJECT.

11. SEPARATE PUBLIC WORKS PERMIT SHALL BE

REQUIRED FOR ANY APPROACH TO PRIVATE

DRIVEWAYS, SEWER LATERALS, CURBS, CURB

CORES, STEEET IMPROVEMENTS OR ANY WORK
IN THE PUBLIC RIGHT OF WAY OR PARKWAYS.
: 1 PORTUGUESE BEND ROAD, ROLLING HILLS, CA 90274
LL-1 NTS 06-15-2023 07-06-2023 LIGHTING PLAN
LI-2 AS SHOWN 06-15-2023 --- IRRIGATION DETAILS

ROLLING HILLS COMMUNITY TENNIS COURT
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
: [email protected], [email protected]
LI-4 1/8" = 1'-0" 06-15-2023 --- IRRIGATION SPECIFICATION LL-2 NTS 06-15-2023 07-06-2023 LIGHTING SPECIFICATION
LI-3 N/A 06-15-2023 --- IRRIGATION DETAILS
NOTES:

1. A DIAGRAM OF THE IRRIGATION PLAN SHOWING

HYDROZONES SHALL BE KEPT WITH THE

IRRIGATION CONTROLLER FOR SUBSEQUENT
MANAGEMENT PURPOSES.

2. A CERTIFICATE OF COMPLETION SHALL BE FILLED

OUT AND CERTIFIED BY EITHER THE DESIGNER OF

THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE

LICENSED LANDSCAPE CONTRACTOR FOR THE
PROJECT.

3. AN IRRIGATION AUDIT REPORT SHALL BE
COMPLETED A THE TIME OF FINAL INSPECTION.

4. A LANDSCAPE WASTE DIVERSION PLAN SHALL BE

COMPLETED AND SUBMITTED WITH THE
CERTIFICATE OF COMPLETION.

LL-3 NTS 06-15-2023 --- LIGHTING SPECIFICATION
LP-2 N/A 06-15-2023 06-27-2023 PLANT SCHEDULE
ROLLING HILLS CITY NOTES:

1. NO LANDSCAPE SHALL BE ALLOWED IN THE RHCA
EASEMENT.

2. TREES SPECIFIED SHALL NOT GROW HIGHER THAN
THE HEIGHT OF THE ROOF RIDGE.

3. TREES SHALL BE PLANTED IN LOCATIONS THAT DO
NO HINDER VIEWS FROM THE ADJACENT LOTS.

4. TREES ARE REQUIRED TO BE MAINTAINED TO A

HEIGHT NOT TO EXCEED THE ROOF RIDGE AND SO

THAT VIEWS FROM ADJACENT LOTS ARE NOT
OBSTRUCTED.

5. NEW PROPOSED TREES ARE NOT ON THE
PROHIBITED TREE LIST.

INSTALLATION NOTE:

THE IRRIGATION AND PLANTING PLANS SHALL BE

INSTALLED PER THE APPROVED LANDSCAPE PLAN

DOCUMENTATION PACKAGE, ANY CHANGES OR

SUBSTITUTIONS TO PLAN SHALL BE SUBJECT TO

APPROVAL BY THE PLANNING DEPARTMENT AND
LANDSCAPE ARCHITECT FOR THE CITY. A CERTIFICATE OF

COMPLETION SHALL BE SUBMITTED PRIOR TO FINAL
LANDSCAPE INSTALLATION INSPECTION.

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
L-0
06-15-2023
N/A

COVER SHEET
: KRISTEN RAID, KATHRYN BISHOP
LP-3 NTA 06-15-2023 --- PLANTING DEATILS

VICINITY MAP
SCALE: NTS

SITE AERIAL VIEW
SCALE: NTS
SITE
NORTH

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
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SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
IRI
IRI
IRI
IRI
IRI
ACH
ACH
ACH
ACH
ACH
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI

IRI ACH
GAL
GAL
GAL
GAL

GAL GAL
GAL
LEY
LEY
LEY
LEY
LEY
LEY
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
GAL
GAL
GAL
ROS

ROS ROS

ROS ROS
ROS
GAL
SA4
SA4
SA4
ROS2
ROS2
ROS2
LOL
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
ROS2 ROS2
RHA
RHA
RHA
RHA
RHA
RHA
RHA
RHA
GAL
LOL
LOL
LOL
CIJ
CIS
FES
FES
FES

CIJ CIJ CIJ
CIJ

FES FES FES FES FES FES

FES FES FES
CIJ
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
HES
HES

CIS CIS CIS CIS CIS CIS

SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN

RHA SEN
SEN
SEN
HES
HES
AGA
AGA
AGA
AGA
AGA
LEY
LEY
LEY
LEY
LEY
LEY
LEY
LEY
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY

LEY AGA AGA AGA

ACH AGA
ACH

ACH ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
HEA
HEA
HEA

HEA HEA

HEA HEA
HEA
HEA
HEA
HEA
W

HEA HEA
HEA
HEA

HEA HEA
HEA
HEA
HEA
HEA
HEA
CIP
CIP
CIP
CIP
CIP
CIP
CIP
CIP
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
WEM
WEM
CIP
CIP
CIP
CIP
CIP
LOL
LOL
LOL

LOL LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
W
W
W
W
W
W

W W W W
W
W W W
W
W
W
W

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PLANTING PLAN
LP-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
OLE
PLANTING NOTES:
· RECIRCULATING WATER SYSTEMS SHALL BE

USED FOR WATER FEATURES
· A MINIMUM 3-INCH LAYER OF MULCH SHALL

BE APPLIED ON ALL EXPOSED SOIL SURFACES

OF PLANTING AREAS EXCEPT TURF AREAS,

CREEPING OR ROOTING GROUNDCOVERS,

OR DIRECT SEEDING APPLICATIONS WHERE
MULCH IS CONTRAINDICATED.
· FOR SOIL LESS THAN 6% ORGANIC MATTER
IN THE TOP 6 INCHES OF SOIL, COMPOST AT

A RATE OF A MINIMUM OF FOUR CUBIC
YARDS PER 1,000 SQUARE FEET OF

PERMEABLE AREA SHALL BE INCORPORATED
TO A DEPTH OF SIX INCHES INTO THE SOIL.

CLEAN UP EXISTING

TREE AND SHRUB

PORTUGUESE BEND ROAD
LIN
ARB
CER
CER
OLE
LAG
LAG
DYM

LIN LIN
06-27-2023
87 PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

PLANT LIST
LP-2
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
PLANTING NOTES:

1. ALL PLANTS ARE IDENTIFIED BY TYPICAL SYMBOLS. PLANT QUANTITIES ARE APPROXIMATE AND PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IN THE EVENT OF DISCREPANCIES IN PLANT COUNT, QUANTITIES INDICATED BY PLANT SYMBOLS ON THE PLAN PREVAIL.

2. PLANTS AND INSTALLATION TO MEET HIGHEST QUALITY INDUSTRY STANDARD. LOCATE

AND SECURE ALL SPECIFIED PLANTS WITHIN TWO WEEKS OF AWARD OF CONTRACT AND

SHOW PROOF OF TO LANDSCAPE ARCHITECT IN WRITING THAT PLANTS HAVE BEEN SECURED. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY PLANT SOURCING DIFFICULTY.

3. CONTACT LANDSCAPE ARCHITECT FOR DECISION REGARDING PROPOSED PLANT SUBSTITUTIONS 4 WEEKS PRIOR TO INSTALLATION.

4. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REVIEW ALL PLANT MATERIAL AT THE NURSERY PRIOR TO DELIVERY TO JOB SITE. IN LIEU OF NURSERY REVIEW THE LANDSCAPE

ARCHITECT MAY REQUEST PHOTOS AND/OR SPECIFICATIONS OF PLANT MATERIAL TO BE PROVIDED PRIOR TO DELIVERY.

5. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSE PLANTS DELIVERED TO SITE THAT ARE SUBSTANDARD. REPLACEMENT PLANTS ARE TO BE SUPPLIED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

6. ALL PLANTS DELIVERED TO THE SITE SHALL BE IDENTIFIED WITH LEGIBLE TAGS. CONTRACTOR

TO PROVIDE COPIES OF DELIVERY TICKETS TO THE LANDSCAPE ARCHITECT AS VERIFICATION OF CORRECT SPECIES AND VARIETIES.

7. NOTIFY LANDSCAPE ARCHITECT OF INTENDED PLANTING SCHEDULE A MINIMUM OF TWO WEEKS PRIOR TO PLANTING.

8. SET OUT ALL PLANTS AS SHOWN ON PLAN. FINAL LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.

9. PLANT CROWN TO BE 2" ABOVE ADJACENT GRADE FOR 15 GALLON AND LARGER PLANTS; 1" ABOVE ADJACENT GRADE OR PLANTS SMALLER THAN 15 GALLON. TREES TO BE PLANTED AT HEIGHT ABOVE ADJACENT GRADE AS DIRECTED BY LANDSCAPE ARCHITECT.

10. INSTALL ALL PLANTS PER DETAILS.

11. STAKE TREES ACCORDING TO INDUSTRY STANDARDS PER DETAILS. REVIEW WITH LANDSCAPE ARCHITECT PRIOR TO WORK.

12. ANY TREE SHOWN ON PLAN TO BE INSTALLED IN LESS THAN 8' (EIGHT FEET) CLEAR DISTANCE

FROM ANY CURB, WALKWAY, OR FOUNDATION IS TO BE INSTALLED WITH ROOT CONTROL BARRIERS UB 18-2 BY DEEP ROOT CORP 800-458-7668. INSTALL AS DIRECTED BY DETAIL AND PER MANUFACTURER'S INSTRUCTIONS. PALM TREES DO NOT REQUIRE ROOT CONTROL BARRIERS. LANDSCAPE ARCHITECT MAY ALTER OR WAIVE REQUIREMENT.

13. COMPLETELY ERADICATE ALL BERMUDA, KIKUYU GRASS, AND OTHER WEED GROWTH OR

OTHER VISIBLE OR ALLEGED INVASIVE WEEDS FROM AREAS WITHIN PROJECT LIMITS PRIOR TO INSTALLING PLANTING. INVASIVE WEEDS ARE IDENTIFIED BY THE CALIFORNIA INVASIVE PLANT COUNCIL, www.cal-ipc.org/. 14. PROVIDE AND INSTALL BARK MULCH OVER ALL SHRUB AND GROUNDCOVER AREAS. USE CEDAR WOOD BARK. SPREAD MULCH EVENLY OVER ALL SHRUB AND GROUNDCOVER AREAS TO A DEPTH OF 3" (THREE INCHES). KEEP MULCH AT LEAST 3” AWAY FROM THE BASES AND STEM OF PLANT. SUBMIT MULCH SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND DELIVERY.
06-27-2023
88 EQ. EQ. 2X ROOTBALL WIDTH SECTION TREE TREE TIE TREE STAKE ROOTBALL MULCH- 3" THICKNESS TEMPORARY 3" HEIGHT WATERING BERM EQ. EQ. 6" 6"
1" 2X ROOTBALL WIDTH
12" MIN.

MIN.

VARIES
MIN. TREE TREE STAKE TREE TIE ROOTBALL MULCH- 3" THICKNESS TEMPORARY 3" HEIGHT AMENDED BACKFILL FERTILIZER TABLET(S) SCARIFY SIDES & BOTTOM OF PLANT PIT BACKFILL WATERING BERM 2X ROOTBALL WIDTH
EQ. EQ. ROOT BALL AMENDED BACK FILL TEMPORARY 3" HIGH BERM SHRUB SECTION

PIT DEPTH VARIES
EQ. EQ. 2X ROOTBALL WIDTH
4" 6" SCARIFY SIDES & BOTTOM OF PLANT PIT BACK FILL AMENDED BACK FILL FERTILIZER TABLET(S) ROOT BALL TEMPORARY 3" HIGH BERM ( W/ 3" THK. MULCH ) SHRUB SOIL SEPARATOR CLASS 2 PERMEABLE MATERIAL MULCH O.C. SPACING PER LEGEND O.C. SPACING PER LEGEND O.C. SPACING PER LEGEND 4" MIN
EDGE OF ADJACENT PAVING SHRUB OR GROUND COVER EDGE OF FOLIAGE CUTTINGS, FLATS, LINERS, 1 GAL., 5 GAL. PREVAILING WIND PLACE PARALLEL WITH TREE STAKE PER SPECIFICATIONS TREE TIE W/ HOSE COVERING - MAINTAIN 2" CLEARANCE BETWEEN HOSE & TREE TRUNK FOR WATER BASIN TEMPORARY BERM JUTE MATTING PLANT BIT BELOW PLAN JUTE MAT REVETMENT 1/2" = 1'-0" 12" 6" 24" - 30" 1 2
4"
6" 2 1 TEMPORARY BERM FOR WATER BASIN WIRE STAPLES FERTILIZER TABLETS JUTE MATTING SLOPE EXCAVATED SOIL

EDGE OF
ROOT BALL SLOPE LINE OF EXIST. GRADE WIRE STAPLES @ 10" O.C. SURROUND JUTE MATTING LOCATE BASE OF TRUNK @ ELEV. LEVEL W/ EXTENSION LINE OF EXIST. GRADE6" SKIRT TREE TIE W/ HOSE COVERING - MAINTAIN 2" CLEARANCE BETWEEN HOSE & TREE TRUNK TREE STAKE PER SPECIFICATIONS SCARIFY SIDES & BOTTOM OF PLANT PIT 8" PLACE PARALLEL WITH PREVAILING WIND
6" PLAN
6'-0" 2x ROOT BALL ( 3" THK. MULCH INFILL ) SLOPE
EQ. EQ.
6" 2X ROOTBALL WIDTH EQ. EQ. SHRUB 3" HIGH BERM ROOTBALL AMENDED BACKFILL FERTILIZER TABLET(S) SCARIFY SIDES & BOTTOM OF PLANT PIT SHRUB 3" HIGH BERM ROOTBALL SOIL SEPARATOR CLASS 2 PERMEABLE 4" MATERIAL BACKFILL ( W/ 3" THK. MULCH )
PROJECT TITLE SHEET TITLE CHECKED: DRAWN BY: DATE: REVISIONS PROJECT NO. SHEET N0. XREF FILE: SCALE: E-mail: [email protected] 904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc. LANDSCAPE ARCHITECTURE TREE PLANTING & STAKING DETAIL 1/2" = 1'-0" 1 SHRUB PLANTING DETAIL 1" = 1'-0" 3 SECTION PLAN VIEW PLAN VIEW SECTION SHRUB PLANTING - LOCATION 1" = 1'-0" 4 TREE PLANTING & STAKING ON SLOPE DETAIL 1/2" = 1'-0" 2 PLAN VIEW SECTION SHRUB PLANTING ON SLOPE DETAIL 1" = 1'-0" 5 LP-3 ROLLING HILLS COMMUNITY TENNIS COURTS PLANTING DETAILS 06-15-2023 NTS 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274 ASSESSOR'S ID NO.: 7569-015-900 89 GAL
GAL
ROS
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
LEO
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
IRI
IRI
IRI
IRI
IRI
ACH
ACH
ACH
ACH
ACH
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI
IRI

IRI ACH
GAL
GAL
GAL
GAL

GAL GAL
GAL
LEY
LEY
LEY
LEY
LEY
LEY
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH

ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
GAL
GAL
GAL
ROS

ROS ROS

CIJ CIJ CIJ
CIJ

FES FES FES FES FES FES

FES FES FES
CIJ
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
FES
HES
HES

CIS CIS CIS CIS CIS CIS

SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN
SEN

RHA SEN
SEN
SEN
HES
HES
AGA
AGA
AGA
AGA
AGA
LEY
LEY
LEY
LEY
LEY
LEY
LEY
LEY
WEM
WEM
WEM
WEM
WEM
WEM
WEM
WEM
LOL
LOL
LOL
LOL
LEY
LEY
LEY
LEY

LEY AGA AGA AGA

ACH AGA
ACH

ACH ACH ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
HEA
HEA
HEA

HEA HEA

HEA HEA
HEA
HEA
HEA
HEA
W

HEA HEA
HEA
HEA

HEA HEA
HEA
HEA
HEA
HEA
HEA
CIP
CIP
CIP
CIP
CIP
CIP
CIP
CIP
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
HEA
WEM
WEM
CIP
CIP
CIP
CIP
CIP
LOL
LOL
LOL

LOL LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
LOL
W
W
W
W
W
W

W W W W
W
W W W
W
W
W
W
C
IRRIGATION LEGEND:

ICV-101G-DC 1" AUTOMATIC VALVE
1" QUICK COUPLER VALVE

GATE VALVE (LINE SIZE)
HUNTER ICZ-101-40 DRIP ZONE CONTROL KIT - W/ 40 PSI REGULATOR 1" DEDICATED LANDSCAPE WATER METER
3/4" LATERAL LINE UNLESS NOTED OTHERWISE
SPEARS OR EQUAL SCH 40 - MAINLINE - UP TO 1-1/2" IN SIZE

PVC CONNECTION TO DRIPLINE

HUNTER AFV-X - TO ALLOW FOR LINE FLUSH

HUNTER PLD-AVR - AIR VENT AT THE HIGHEST
HUNTER ICV-101G-DC 1" MASTER VALVE (NORMALLY CLOSED)
HUNTER PBC-25 PRESSURE-COMPENSATING BUBBLERS 0.25 GPM
SPEARS OR EQUAL SCH 40 - SLEEVE - 2X THE DIA. OF PIPE
-PROVIDE SLEEVE WHERE REQUIRED FOR MAINLINE UNDER
PAVEMENT. DUE TO THE INTRICACY OF THE PAVEMENT, IT IS

NOT POSSIBLE TO INDICATE SLEEVE LOCATIONS ACCURATELY
ON THE PLAN. IT REMAINS THE CONTRACTORS RESPONSIBILITY

TO SLEEVE ALL IRRIGATION PIPE AND WIRE UNDER PAVEMENT
OF ANY TYPE.

HUNTER FLOW-CLIK-158 HIGH FLOW SHUT OFF
WM
HUNTER HDL-06-12-XXX-CV
LANDSCAPE DRIPLINE 0.6 GPH - 12" SPACING W/ CHECK
VALVE - OPERATING RANGE: 15 TO 60 PSI

LATERAL LINE
WILKINS 975XLSEU 1" REDUCED PRESSURE PRINCIPAL

BACKFLOW PREVENTER
BUBBLERS:

MICRO IRRIGATION & DRIP:

PIPES:

DEVICES:

STATION GPM

VALVE STATION
120
2-1/2"
A42

VALVE SIZE
HUNTER RZWS-36-25-CV TREE ROOT WATERING SYSTEM 0.25 GPM ELEV. OF THE SYSTEM
OPERATING RANGE: 20 TO 120 PSI
OPERATING RANGE: 20 TO 150 PSI
'A' - HCC CONTROLLER WITH PEDESTAL
HCC-800-SS-ICC-PED-SS - CONTROLLER WITH HIGH-FLOW

SHUTOFF AND RAIN-CLIK RAIN SENSOR
WM POC

3.8 1"
A9

1.4 1"
A6

1.8 1"
A3

3.9 1"
A4

2.8 1"
A5

3.7 1"
A7

2.7 1"
A8

2.5 1"
A12

1.5 1"
A11

4.5 1"
A15

4.2 1"
A14

1.0 1"
A13

3.0 1"
A2

3.2 1"
A1
C

1.2 1"
A10
1" 1-1/4"
1-1/2" 1-1/2"

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

IRRIGATION PLAN
LI-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900

PORTUGUESE BEND ROAD

LIN LIN

IRRIGATION LAYOUT

FOR DESIGN INTENT
NOTES:
· CONCEPTUAL LAYOUT OF HEADS AND LATERAL LINES, MAY NEED ADJUSTMENT ON SITE. TEST ALL PIPE SIZING FOR APPROPRIATE FLOW. · INSTALLATION TO AVOID OVER-SPRAY & RUN OFF
· ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014. "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD," ALL SPRINKLER

HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A
DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014.
90 0' 2' 4' 10' 15' PER SPEC'S
NDS #218BC, 12X20 JUMBO

WITH LOCKING BRASS INSERT
(AS SHOWN ON DWGS.)

NOT TO SCALE

REMOTE CONTROL VALVE
ID TAG
(1 OF 2)
COILED
BRICK (1 OF 4)
PVC SCH 80 NIPPLE
PVC SCH 40 ELL

WATER PROOF CONNECTION
30-INCH LINEAR LENGTH OF WIRE,
PVC SCH 80 NIPPLE (CLOSE)

REMOTE CONTROL VALVE

FINISH GRADE/TOP OF MULCH
(LENGTH AS REQUIRED)

PVC MAINLINE PIPE

PVC LATERAL PIPE
HIDDEN) AND SCH 40 ELL
3/4-INCH WASHED GRAVEL

3.0-INCH MINIMUM DEPTH OF
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
SCH 80 NIPPLE (2-INCH LENGTH,
(INCLUDED)
1/2-INCH MALE NPT INLET (INCLUDED)
1/2-INCH 90-DEGREE ELBOW (INCLUDED)
1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)
4-INCH BASKET WEAVE CANISTER

LATERAL PIPE
18-INCH SWING ASSEMBLY
(INCLUDED)

FINISH GRADE
PVC SCH 40 TEE OR EL
BUBBLER: 0.25 GPM
4-INCH GRATE (INCLUDED)

OPTIONAL PEA GRAVEL
ROOT WATERING SYSTEM:
(INCLUDED)

NOT TO SCALE

TREE BUBBLER

SECTION VIEW

PIPE PIPE

WIRE W/O CONDUIT

PLAN VIEW

2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS.

DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.

1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH. 40 PVC TWICE THE NOTES:

HAVE BEEN MADE.

AFTER ALL CONNECTIONS
OR GREATER. UNTIE
OF DIRECTION OF 30°

ALL WIRING AT CHANGES
TIE A 24-INCH LOOP IN
TRENCH AS SHOWN.

BE SNAKED IN

PLASTIC PIPING TO

ALL SOLVENT WELD
10-FOOT INTERVALS.

TAPE AND BUNDLE AT
AND BESIDE MAINLINE.

RUN WIRING BENEATH

CONDUIT

MAINLINE LATERAL WIRING IN

THE SAME TRENCH

AND WIRING IN

MAINLINE, LATERAL,
TRENCH DETAIL 24" MIN.
4 CU.FT. 3/4" CRUSHED
ROCK

COPPER PIPE
FROM P.O.C.

FINISH GRADE

COPPER FEMALE ADAPTER

IRRIGATION MAINLINE

PVC MALE ADAPTER

COPPER PIPE
(TYPICAL)

COPPER UNION
(1 OF 2)

BACKFLOW PREVENTION UNIT

BACKFLOW PREVENTER
NOTES:

1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS

2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT.

3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.

4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. 12"

PVC MAINLINE PIPE FROM BACK FLOW PER
SPECS.

PVC MAINLINE TO FLOW SENSOR, PIPE PER
SPECS.

PVC SCH. 40 FEMALE ADAPTER, (2

REQUIRED)
SCH. 80 NIPPLE, TYP.

FINISH GRADE IN SHRUB AREAS.

VALVE ID TAGS.

WIRE CONNECTORS.

MASTER CONTROL VALVE PER LEGEND.

PLASTIC VALVE BOX W/ HINGED GREEN
LOCKING COVER. REFER TO SPECS.

FINISH GRADE IN TURF AREAS.
3" 2" MIN. CLR.
3/4" ROCK. 3 CU. FT. MIN. CLR.

LANDSCAPE FABRIC.

BRICK SUPPORTS

MASTER VALVE INSTALLATION

NOT TO SCALE

ICD-XXX
DECODER AS NEEDED 1"

GATE VALVE
(AS SHOWN ON DWGS.)
CARSON #910-4B, 10 ROUND
BRICK (1 OF 4)

BRASS GATE VALVE

FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:

PVC MAINLINE PIPE
3/4-INCH WASHED GRAVEL

3.0-INCH MINIMUM DEPTH OF
PVC SCH 40, 45° ELL
PVC SCH 40 MALE ADAPTER

LOCKING BOLT DOWN COVER

PVC MAINLINE PIPE
PVC SCH 40, 45° ELL
PVC MAINLINE PIPE 3"
6" ALL
AROUND
NOTE:

MOUNT ON ANY SURFACE WHERE IT WILL BE

EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT
IN PATH OF SPRINKLER SPRAY.

RUN LEAD WIRES

TO CONTROLLER

EXTERIOR WALL (SEE NOTE)

MODEL RAIN-CLIK

WALL MOUNT SENSOR

NOT TO SCALE

STONG BOX QUICKPAD
ENCLOSURE MOUNTING PADSIZE AS NEEDED FOR BOX
CALLED OUT. INSTALL PER

MANUFACTURER'S
DETAILS AND SPEC'S.

CONTROLLER PEDESTAL

PER LEGEND

FINISHED GRADE
3-INCH PVC SCH 40 CONDUIT,

FITTINGS AND SWEEP ELL

WIRES TO REMOTE CONTROL
VALVES
1-INCH PVC SCH 40 CONDUIT,

FITTINGS AND SWEEP ELL TO

TO POWER SUPPLY
1 2
3 5
6 7

FCT FITTING SELECTION
*NOTE* INLET PIPE LENGTH OF SENSOR
MUST BE MIN. 10X PIPE DIA. STRAIGHT,

CLEAN RUN OF PIPE, NO FITTINGS OR
TURNS. OUTLET PIPE LENGTH OF SENSOR
MUST BE MIN. 5X PIPE DIA. OF STRAIGTH

CLEAN RUN OF PIPE, NO FITTINGS OR
TURNS.
1 INCH

1.5 INCH

1.5 INCH
2 INCH
2 INCH
3 INCH
3 INCH
4 INCH
SCH. 40
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
FCT100
FCT150
FCT158
FCT200
FCT208
FCT300
FCT308
FCT400
4 FLOW-CLIK HIGH FLOW SHUT OFF
LI-2
LI-2
LI-2 LI-2
LI-2
LI-2
LI-2
8 LI-2

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-2
06-15-2023
NTS

IRRIGATION DETAILS

PEDESTAL CONTROLLER WITH RAIN-CLIK

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
91 DURA 'SAFETY BLOCK"

SINGLE UNION BALL VALVE
- LINE SIZE

DRIP VALVE KIT
30-INCH LINEAR LENGTH

OF WIRE, COILED
PVC SCH 80 UNION FOR SERVICING

ASSEMBLY

3.0-INCH MINIMUM DEPTH OF 3/4-INCH

WASHED GRAVEL
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1
OF 2)
PVC SCH 80 NIPPLE (18-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
OFF
ON BRICK (1 OF 4)

PVC MAINLINE
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 COUPLING

NOT TO SCALE

DRIP REMOTE CONTROL VALVE

VALVE BOX WITH COVER
ID TAG
COMPRESSION X 1/2-INCH FPT
DRIPLINE: SEE LEGEND
COMPRESSION X 1/2-INCH FPT
6" ROUND BOX
STD. BRICK - 2-REQUIRED
.5 CU. FT.. 3/4" CRUSHED ROCK

LATERAL PIPE

TOP OF MULCH
AIR VACUUM RELIEF VALVE: LOCATE AT ALL
HIGH POINTS, MIN. ONE PER VALVE
PVC SCH 80 NIPPLE AND FITTING
(LENGTH AS REQUIRED)
TIE-DOWN STAKE: RAIN BIRD TDS-050

COMPRESSION END CAP

NOT TO SCALE

SURFACE-MOUNTED DRIP COMPONENTS
2 1
7 LATERAL PIPE TO PLANTING BED
6 MODEL ICZ-101-25(40) OR
5 LATERAL TO PLD CONNECTION

HUNTER PLD XX-XX-XX
2 3 HUNTER PLD TEE
4 TUBING STAKE
1 FLUSH VALVE
DRIP CONTROL VALVE HUNTER:

MODEL PCZ-101-25(40)

DRIP LINE
6 HARDSCAPE
7 1
2 3
4 5
TURF

TYPICAL PLANTING BED
PRO FLEX SWING JOINT:

HUNTER 'PRO-FLEX' TUBING
24"-36",
HSBE-050 ELBOWS (2),
MARLEX STREET ELBOW (1)

LATERAL PIPE

LATERAL TEE OR ELL

FINISH GRADE

BUBBLER
4 3

BUBBLER NOZZLES
LI-3
GENERAL IRRIGATION NOTES:

1. THIS PROJECT UTILIZES THE EXISTING POTABLE WATER (PW) SYSTEM.

2. SPRINKLER SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE AND MAXIMUM FLOW DEMAND INDICATED ON DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT

DIFFERENCES BETWEEN WATER PRESSURE INDICATED ON DRAWINGS AND ACTUAL PRESSURE READING AT IRRIGATION POINT-OF-CONNECTION TO LANDSCAPE ARCHITECT. IF PRESSURE

DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, ANY REVISIONS NECESSARY ARE CONTRACTOR'S RESPONSIBILITY.

3. THIS DESIGN IS DIAGRAMMATIC. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY. INSTALL IRRIGATION PIPING AND EQUIPMENT IN PLANTING AREAS WHERE POSSIBLE. AVOID CONFLICTS BETWEEN SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

4. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY INTO NEIGHBORING PROPERTIES OR ARCHITECTURAL ELEMENTS. SELECT BEST DEGREE OF ARC TO FIT

SITE CONDITIONS AND THROTTLE FLOW CONTROL AT CONTROL VALVE TO OBTAIN OPTIMUM PRESSURE FOR EACH SYSTEM.

5. DO NOT WILLFULLY INSTALL SPRINKLER SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUS

THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. NOTIFY LANDSCAPE ARCHITECT OF SUCH OBSTRUCTIONS OR DIFFERENCES.

6. INSTALL PIPE MATERIALS AND EQUIPMENT AS INDICATED ON DRAWINGS. USE TEFLON TAPE ON PVC MALE PIPE THREADS ON SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. DO NOT USE PIPE DOPE ON PVC THREADED PIPING OR TO ATTACH HEADS TO SWING JOINTS.

7. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF THE IRRIGATED AREAS UNLESS OTHERWISE INDICATED ON DRAWINGS.

8. IRRIGATION SHALL BE SCHEDULED TO OPERATE ONLY WITHIN TIME WINDOWS THAT DO NOT CREATE EXCESS RUN-OFF. USE MULTIPLE START TIMES OF SHORT DURATIONS TO CYCLE THROUGH THE REQUIRED APPLICATIONS.

9. RUNNING MULTIPLE VALVES AT THE SAME TIME IS ALLOWED. DO NOT EXCEED THE 22 GPM MAXIMUM AT ANY ONE TIME.

10. IRRIGATION. ALL NEW OR ALTERED IRRIGATION SYSTEMS PROPOSED AS PART OF A NEW

DEVELOPMENT SHALL INCORPORATE THE FOLLOWING REQUIREMENTS IN THEIR DESIGN, INSTALLATION AND MAINTENANCE:

10.1. IRRIGATION SYSTEMS SHALL BE DESIGNED AND INSTALLED TO AVOID OVERSPRAY AND RUNOFF INTO PUBLIC STREETS. VALVES SHALL BE SEPARATED FOR INDIVIDUAL HYDROZONES BASED ON PLANT WATER NEEDS AND SUN OR SHADE REQUIREMENTS.

10.2. WATER BUDGET CALCULATIONS SHALL BE SHOWN ON IRRIGATION PLANS.

10.3. AN AUTOMATIC IRRIGATION SYSTEM IS REQUIRED AND SHALL INCLUDE A WEATHER-BASED IRRIGATION CONTROLLER, INCLUDING A RAIN SHUTOFF SENSOR.

10.4. AREAS LESS THAN EIGHT FEET WIDE SHALL BE IRRIGATED WITH APPROPRIATELY SELECTED

EQUIPMENT THAT PROVIDES THE PROPER AMOUNT OF WATER COVERAGE WITHOUT CAUSING OVERSPRAY ONTO ADJACENT SURFACES.

10.5. ALL SPRINKLERS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH VALVE AND CIRCUIT. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO INCLUDE OPTIMUM DISTRIBUTION

UNIFORMITY, HEAD TO HEAD SPACING, AND SETBACKS FROM WALKWAYS AND PAVEMENT.

10.6. ALL IRRIGATION SYSTEMS SHALL PROVIDE CHECK VALVES AT THE LOW END OF IRRIGATION LINES TO PREVENT UNWANTED DRAINING OF IRRIGATION LINES.

10.7. PRESSURE REGULATORS MAY BE REQUIRED ON THE IRRIGATION SYSTEM AS DETERMINED BY THE DIRECTOR. (ORD. 700 § 2 (EXH. 1), 2012; ORD. 695 § 3, 2010)

NOT TO SCALE
LI-3
LI-3
LI-3

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-3
06-15-2023
NTS

IRRIGATION DETAILS

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
92 1.7 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. HANDLING OF PVC PIPE AND FITTINGS:

1. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING OF PVC PIPE AND FITTINGS. TRANSPORT PVC

PIPE IN A VEHICLE WHICH ALLOWS PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING NOR CONCENTRATED EXTERNAL LOAD AT ANY POINT. DISCARD DAMAGED SECTIONS OF PIPE AND PROVIDE NEW PIPE.

1.8 REGULATORY REQUIREMENTS
A. CONFORM TO UNIFORM PLUMBING CODE FOR PIPING AND COMPONENT REQUIREMENTS.

B. PROVIDE CERTIFICATE OF COMPLIANCE FROM AUTHORITY HAVING JURISDICTION INDICATING APPROVAL OF PRODUCTS IN SYSTEM.

C. PRODUCTS REQUIRING ELECTRICAL CONNECTION: PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH LATEST EDITION OF NATIONAL ELECTRIC CODE.

D. FURNISH SATISFACTORY EVIDENCE TO OWNER DOCUMENTING WORK INSTALLED COMPLIES WITH ORDINANCE AND CODE REQUIREMENTS.

1.9 PROTECTION OF WORK AND MATERIALS
A. PROTECT WORK AND THE WORK OF OTHER TRADES FOR THE DURATION OF PROJECT. PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT, AND AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOADING. DO NOT USE DAMAGED PIPE OR FITTINGS.

B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. REPAIR DAMAGE TO UTILITIES, IF INCURRED DURING COURSE OF WORK.

C. TAKE NECESSARY PRECAUTIONS TO PROTECT ADJACENT MATERIALS. SHOULD DAMAGE BE INCURRED TO SUCH MATERIALS, REPAIR DAMAGE TO THEIR ORIGINAL CONDITION.

1.10 PREINSTALLATION MEETING
A. CONVENE 1 WEEK BEFORE STARTING WORK SPECIFIED IN THIS SECTION.

1.11 EXTRA MATERIALS
A. SUPPLY AS A PART OF WORK, THE FOLLOWING ITEMS:

1. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE SUPPLIED.

2. ONE 5-FOOT METAL VALVE KEY FOR OPERATION OF GATE VALVES.

3. TWO KEYS FOR EACH AUTOMATIC CONTROLLER.

4. TWO QUICK COUPLER KEYS AND MATCHING HOSE SWIVEL.

B. SUBMIT ABOVE MENTIONED EQUIPMENT TO OWNER UPON REQUEST.

1.12 COORDINATION
A. IN ACCORDANCE WITH SECTION 01041 - PROJECT COORDINATION.

B. TO ENSURE THAT ELEMENTS DESCRIBED IN THIS SECTION ARE SENSITIVELY LOCATED, PRELIMINARILY LOCATE THE FOLLOWING ELEMENTS, INCLUDING BUT NOT LIMITED TO: AUTOMATIC CONTROLLERS, BACKFLOW PREVENTERS, ELECTRIC CONTROL VALVES, GATE VALVES, AND QUICK COUPLER VALVES.

C. LOCATE EACH ITEM IN FIELD BY INSTALLING A 2 X 2 X 30-INCH WOOD STAKE WITH INDELIBLE BLACK INK ON TOP OF STAKE IDENTIFYING EFFECTED ELEMENT. ONCE STAKED, OWNER, WITH CONTRACTOR'S CONCURRENCE, WILL REVIEW AND MAKE MINOR ADJUSTMENTS, IF NECESSARY. ONCE ELEMENT LOCATIONS ARE APPROVED BY OWNER, INSTALL ACTUAL ELEMENTS.

PART 2 PRODUCTS

2.1 PIPE MATERIALS
A. USE ONLY NEW MATERIALS OF BRANDS AND TYPES AS INDICATED ON DRAWINGS AND SPECIFIED IN THIS SECTION.

B. PVC PRESSURE MAIN LINE PIPING AND FITTINGS: THIS PROJECT USES AN EXISTING MAINLINE. THE INFORMATION BELOW PERTAINS TO ANY ADDITIONAL MAINLINE REQUIRED TO COMPLETE THE PROJECT.

1. PRESSURE ON-GRADE MAIN LINE PIPING: PVC SCH. 40 WITH SOLVENT-WELDED JOINTS.

A. MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM D 1785. MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.

2. PVC SOLVENT-WELD FITTINGS: SCHEDULE 40, 1-2, II-I NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466.

A. PVC FITTINGS MUST BEAR MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE IPS SCHEDULE, AND NSF SEAL OF APPROVAL.

B. ACCEPTABLE MANUFACTURERS:
1) PW EAGLE SOLARBLOK.
2) LASCO.

3. PVC PIPING MUST BEAR FOLLOWING MARKINGS:

A. MANUFACTURER'S NAME.

B. NOMINAL PIPE SIZE.

C. SCHEDULE OR CLASS.

D. PRESSURE RATING IN POUNDS PER SQUARE INCH, (PSI).

E. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL.

F. DATE OF EXTRUSION.

C. PVC NON-PRESSURE LATERAL LINE PIPING:

1. NON-PRESSURE ON-GRADE LATERAL LINE PIPING: PVC- SCH. 40 WITH SOLVENT-WELDED JOINTS.

A. MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM D 1785. MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.

2. NON-PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS: PVC SCHEDULE 40 WITH SOLVENT-WELDED JOINTS.

3. REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS ARE SAME FOR SOLVENT-WELD PRESSURE MAIN LINE PIPE AND FITTINGS AS SET FORTH IN THIS SECTION, EXCEPT THAT THEY MUST BE PVC.

D. PVC PIPE CEMENT AND PRIMER:

1. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT-WELD PIPING AND FITTINGS.

A. INSTALLATION METHODS AS RECOMMENDED BY PIPING MANUFACTURER.

B. ACCEPTABLE MANUFACTURERS:
1) T. CHRISTY ENTERPRISES; RED HOT BLUE GLUE.

2. SOLVENT CEMENT AND PRIMER FOR SOLVENT-WELD PVC FLEXIBLE HOSE AND PVC FITTINGS.

A. ACCEPTABLE MANUFACTURERS:

1. IPS; MODEL #795 (CLEAR) GLUE.

E. GALVANIZED PIPE FITTINGS (IF ADDED TO THE PROJECT):

1. WHERE INDICATED ON DRAWINGS, USE GALVANIZED STEEL PIPE ASA SCHEDULE 40 MILD STEEL SCREWED PIPE.

2. FITTINGS: MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON, OR CLASS 150 FLANGED STEEL WITH STAINLESS STEEL BOLTS, AS REQUIRED. GALVANIZED COUPLINGS MAY BE MERCHANT COUPLING.

3. GALVANIZED PIPE AND FITTINGS INSTALLED BELOW GRADE PER EITHER ONE OF THE FOLLOWING METHODS:

A. PAINT WITH TWO COATS OF BITUMASTIC.
1) ACCEPTABLE MANUFACTURERS:
(A) KOPPERS CORPORATION; KOPPERS #50.

B. WRAP PIPING WITH TWO LAYERS OF PLASTIC, SELF-ADHESIVE, PIPE WRAP, 2 MIL THICK. 1) ACCEPTABLE MANUFACTURERS:
(A) 3M COMPANY.

4. USE NON-HARDENING, NONTOXIC PIPE JOINT SEALANT FORMULATED FOR USE ON WATER-CARRYING PIPES FOR METAL THREADED CONNECTIONS.

2.2 GATE VALVES (2-INCH DIAMETER AND SMALLER) (IF ADDED TO THE PROJECT) A. PRESSURE-RATED AT 200 PSI IN FULL COMPLIANCE WITH AWWA C 550 AND C 509.

B. BODY CONSTRUCTED OF CAST IRON, BRONZE STEM, DUCTILE IRON WEDGE ENCAPSULATED WITH NITRILE RUBBER, FUSION BONDED EPOXY COATING, 2-INCH OPERATING NUT, AND 125 LB. THREADED ENDS IN ACCORDANCE WITH ANSI/AWWA B16.1, CLASS 125.

C. ACCEPTABLE MANUFACTURERS:

1. NIBCO T-113; LINE SIZE.

2.3 QUICK COUPLING VALVES AND VALVE KEYS (IF ADDED TO THE PROJECT) A. QUICK COUPLING VALVES: BRASS ONE-PIECE BODY, STAINLESS STEEL INTERNAL VALVE SPRING, 3/4-INCH SIZE WITH YELLOW THERMOPLASTIC RUBBER COVER.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER: MODEL #HQ-33DLRC.

B. QUICK COUPLING VALVE KEYS. 3/4-INCH SIZE WITH THREADED BRASS SWIVEL ELL FOR 3/4-INCH HOSE CONNECTION.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER; MODEL #HK-33 AND HS-0 SWIVEL HOSE ELL.

2.4 CONTROL WIRING
A. PROVIDE WIRE CONDUCTORS BETWEEN AUTOMATIC CONTROLLERS AND ELECTRIC CONTROL VALVES WITH DIRECT BURIAL COPPER WIRE AWG-UF 600 VOLT.

B. INSTALL WIRES IN ACCORDANCE WITH THE VALVE MANUFACTURER'S SPECIFICATIONS AND WIRE SIZING CHARTS.

C. DO NOT USE WIRE SMALLER THAN #14 GAUGE FOR CONTROL WIRES.

D. PROVIDE ONE COMMON WIRE AND ONE CONTROL WIRE FOR EACH ELECTRIC CONTROL VALVE. DO NOT INSTALL MULTIPLE VALVES ON A SINGLE CONTROL WIRE.

E. MULTIPLE CONTROLLERS WITH ONE COMMON WIRE WILL NOT BE PERMITTED.

F. INSTALL WIRING TO OCCUPY SAME TRENCH ALONG SAME ROUTE AS PRESSURE MAIN LINE OR LATERAL LINE PIPING WHEREVER POSSIBLE.

1. WHEN CONTROL WIRE DOES NOT RUN IN MAIN LINE TRENCH, INSTALL WIRE WITHIN SCHEDULE 40 PVC CONDUIT.

2. WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT INTERVALS OF NO MORE THAN 12-FEET.

3. PROVIDE A 2-FOOT LENGTH OF EXCESS WIRE IN AN 8-INCH DIAMETER LOOP AT EACH 90 DEGREE CHANGE OF DIRECTION, AT BOTH ENDS OF SLEEVES, AND AT 100-FOOT INTERVALS ALONG CONTINUOUS RUNS OF WIRING. DO NOT TIE WIRING LOOP.

4. LAY CONTROL WIRES LOOSELY IN TRENCH WITHOUT STRESS OR STRETCHING OF CONTROL WIRE CONDUCTORS.

G. WIRE EXPANSION CURLS:

1. PROVIDE WITHIN 3-FEET OF EACH WIRE CONNECTION.

2. PROVIDE SUFFICIENT LENGTH AT EACH SPLICE CONNECTION TO EACH ELECTRIC

CONTROL, SO THAT IN CASE OF REPAIR, VALVE BONNET CAN BE BROUGHT TO SURFACE WITHOUT DISCONNECTING CONTROL WIRES.

H. WIRE SPLICES:

1. PROVIDE WATERPROOF "ONE-STEP" WIRE CONNECTORS MANUFACTURED BY KING TECHNOLOGY. USE ONE SPLICE PER CONNECTOR SEALING PACK.

2. DO NOT INSTALL FIELD WIRE SPLICES BETWEEN AUTOMATIC IRRIGATION CONTROLLER AND ELECTRICAL CONTROL VALVES.

3. PROVIDE A 24-INCH LOOPED COIL ON FIELD WIRE SPLICES AND PLACE

LOOPED COIL WITHIN A ROUND PLASTIC VALVE BOX, HEAT-BRANDED WITH 2-INCH HIGH LETTERS STATING THE PHRASE "WS".

I. WIRE COLOR: CONTINUOUS OVER ITS ENTIRE LENGTH. USE SAME COLOR OF WIRE IDENTIFIED FOR EACH AUTOMATIC CONTROLLER AS FOLLOWS.

1. CONTROL WIRE: SOLID RED FOR EACH AUTOMATIC CONTROLLER.

2. COMMON WIRE: SOLID WHITE FOR EACH AUTOMATIC CONTROLLER.

3. SPARE CONTROL WIRE: SOLID BLACK.

4. SPARE COMMON WIRE: SOLID WHITE WITH BLACK STRIPING.

J. SPARE WIRES:

1. PROVIDE ONE SPARE WIRE GROUP AT LAST ELECTRIC CONTROL VALVES AS INDICATED ON DRAWINGS.

2. SPARE WIRE GROUP: PROVIDE TWO SPARE CONTROL WIRES AND ONE SPARE COMMON WIRE.

3. IDENTIFY WITHIN CONTROLLER PEDESTAL, STATION NUMBERS OF EACH SPARE CONTROL WIRE WITH PLASTIC TAG.

K. LOW VOLTAGE CONTROL WIRE CONDUIT PULL BOXES:

1. PROVIDE A CONDUIT PULL BOX AT EACH END OF CONTROL WIRE CONDUIT AT INSTALLATIONS LONGER THAN 20-FEET IN LENGTH.

2. LOCATE PULL BOXES IN PLANTING AREAS WITH 6-INCH CLEARANCE FROM BACK OF CURB.

2.5 IRRIGATION CONTROLLERS
A. IRRIGATION CONTROLLERS:

1. IRRIGATION CONTROLLERS: CONNECT TO THE EXISTING WEATHER TRAK.

B. OBTAIN APPROVAL BY OWNER FOR FINAL LOCATION OF IRRIGATION CONTROLLERS.

2.6 ELECTRIC CONTROL VALVES
A. HUNTER ICV SERIES AUTOMATIC VALVE, GLASS REINFORCED NYLON BODY. SIZE AS INDICATED ON DRAWINGS:

1. 1-INCH SIZE: MODEL #101G - 1"
B. DRIP VALVE ASSEMBLY, HUNTER ICZ-101-40.

1. 1-INCH SIZE: ICV VALVE WITH 1" HY100 WYE FILTER AND 40 PSI REGULATOR C. WEATHER TRAK - WT2W-SVD-11 STAION DECODER.

D. WEATHER TRAK - WTSW-LSP SURGE PROTECTOR. INSTALL ONE PER EVERY FIVE DECODERS OR AT THE END OF A WIRE RUN WITH 5/8" BY 8' LONG COPPER GROUND ROD.

2.7 PLASTIC IDENTIFICATION TAGS
A. TAGS ARE MADE TO ORDER WITH HOT STAMPED BLACK LETTERS ON YELLOW BACKGROUND. PROVIDE ONE TAG EACH FOR FOLLOWING EQUIPMENT:

1. ELECTRIC CONTROL VALVES: NUMBERED TO MATCH VALVE STATIONING AS INDICATED ON DRAWINGS.

B. ACCEPTABLE MANUFACTURERS:

1. T. CHRISTY ENTERPRISES (714) 771-4142.

2.8 VALVE BOXES
A. ROUND PLASTIC VALVE BOXES (IN PLANTING AREAS ONLY): SIZED PER DETAIL, GREEN COLOR.

1. ACCEPTABLE MANUFACTURERS:

A. CARSON-BROOKS PRODUCTS, INC.; MODEL #910-4B, AND
B. NDS, INC.; MODEL 107 EBC 7" ROUND EMITTER BOX.

2. PROVIDE ROUND PLASTIC VALVE BOXES FOR THE FOLLOWING EQUIPMENT:

A. GATE VALVES.

B. QUICK COUPLING VALVES.

B. RECTANGULAR PLASTIC VALVE BOXES (IN PLANTING AREAS ONLY): 11 3/4-INCH WIDE X 17-INCH LONG X 12-INCH DEEP WITH BOLT-DOWN HINGED COVER, GREEN COLOR.

1. ACCEPTABLE MANUFACTURERS:

A. NDS PRODUCTS, INC.; MODEL #218BC.

2. PROVIDE VALVE BOXES FOR FOLLOWING EQUIPMENT:

A. ELECTRIC CONTROL VALVES.

B. WIRE SPLICES, OR SPARE WIRES.

C. ALL VALVE BOXES ARE TO BE HEAT BRANDED WITH AN ABBREVIATED DESCRIPTION OF THE VALVE TYPE. USE A MIN. 2" LETTERS, AND DUPLICATE THE THE ABBREVIATION USE ALREADY ESTABLISHED ON SITE.

2.9 SPRINKLER HEADS
A. SPRINKLER NOZZLE:MP ROTATOR - NOZZLE PER DRAWING.

1. ACCEPTABLE MANUFACTURERS:

A. HUNTER MP2000 SERIES - 6" POP-UP MOUNT WITH BUILT-IN CHECK VALVE.

B. HUNTER PROS - 06 PRS30-CV SERIES POP-UP MOUNT WITH BUILT-IN CHECK VALVE.

C. HUNTER RZWS-36-25-CV 36" DEEP ROOT WATERING SYSTEM
PART 1 GENERAL

1.1 SECTION INCLUDES
A. IRRIGATION SYSTEM TO SUPPORT PLANT MATERIAL.

1.2 RELATED SECTIONS
A. SECTION 02950 - TREES, PLANTS, AND GROUND COVERS: COORDINATION OF PLANTING.

1.3 REFERENCES
A. ASTM D 2235 - SOLVENT CEMENT FOR ACRYLONITRILE - BUTADIENE - STYRENE (ABS) PLASTIC PIPE AND FITTINGS.

B. ASTM D 2241 - POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR-PR).

C. ASTM D 2282 - ACRYLONITRILE-BUTADIENE-STYRENE (ABS) PLASTIC PIPE (SDR-PR).

D. ASTM D 2564 - SOLVENT CEMENT FOR POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE AND FITTINGS.

1.4 SYSTEM DESCRIPTION
A. AUTOMATIC CONTROLLERS OPERATE IRRIGATION VALVES. ELECTRIC SOLENOID CONTROLLED UNDERGROUND POP-UP SPRINKLER SYSTEM.

B. SOURCE POWER: 120 VOLT, 15A, SINGLE PHASE.

C. LOW VOLTAGE CONTROLS: 24 VOLT, 5A.

D. WATER SOURCE: CITY SUPPLIED POTABLE WATER (PW) SUPPLY SYSTEM.

1.5 SUBMITTALS
A. FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, OR PROCESSES SPECIFIED BY NAME INDICATED IN DRAWINGS AND THIS SECTION.

B. SUBMIT A COMPLETE MATERIAL LIST PRIOR TO PERFORMING WORK. INCLUDE WITH MATERIAL LIST MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF MATERIALS AND EQUIPMENT TO BE USED. ALTHOUGH

MANUFACTURER AND OTHER INFORMATION MAY BE DIFFERENT, THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT:

ITEM DESCRIPTION MANUFACTURER MODEL NO.

1. GATE VALVE NIBCO T-136
C. IRRIGATION SUBMITTAL LIST MUST BE SPECIFIC AND COMPLETE. ITEMS MUST BE LISTED AND INCLUDE SOLVENT/PRIMER, WIRE, WIRE CONNECTORS, VALVE BOXES, ETC. NO COPIES OF MANUFACTURER'S CATALOG CUTS ARE REQUIRED AS SUBMITTAL INFORMATION, THOUGH THEY MAY BE USED.

D. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF OWNER MAY BE REJECTED.

E. APPROVAL OF ITEMS, ALTERNATE OR SUBSTITUTES, INDICATES ONLY THAT PRODUCT OR PRODUCTS

APPARENTLY MEET REQUIREMENTS OF THE DRAWINGS AND THIS SECTION ON BASIS OF INFORMATION OR SAMPLES SUBMITTED.

F. MANUFACTURER'S WARRANTIES DO NOT RELIEVE CONTRACTOR'S LIABILITY UNDER WARRANTY. SUCH WARRANTIES ONLY SUPPLEMENT WARRANTY.

G. PROJECT RECORD DRAWINGS:

1. PROVIDE AND KEEP UP TO DATE, COMPLETE SET OF PROJECT RECORD DOCUMENTS, CORRECTED DAILY, TO SHOW CHANGES FROM DOCUMENTS AND THIS SECTION. INDICATE EXACT INSTALLED LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR PREPARATION OF PROJECT RECORD DOCUMENTS MAY BE OBTAINED FROM OWNER AT CONTRACTOR'S COST.

2. PROJECT RECORD DOCUMENTS TO BE FULL SIZED DRAWINGS, 24 BY 36-INCHES, AND INCLUDE THE PHRASE "PROJECT RECORD DRAWINGS" IN TITLE BLOCK.

3. MAKE NEAT AND LEGIBLE NOTATIONS ON PROJECT RECORD DOCUMENTS OF WORK INSTALLED ON A DAILY BASIS. FOR EXAMPLE, SHOULD A PIECE OF EQUIPMENT BE INSTALLED IN A LOCATION THAT

DOES NOT MATCH DRAWINGS, INDICATE THAT EQUIPMENT HAS BEEN RELOCATED IN A GRAPHIC MANNER SO AS TO MATCH ORIGINAL IRRIGATION SYMBOLS INDICATED ON DRAWINGS. TRANSFER RELOCATED EQUIPMENT AND DIMENSIONS TO PROJECT RECORD DOCUMENTS.

4. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, OR EDGE OF WALKWAY INTERSECTIONS, THE LOCATION OF THE FOLLOWING ITEMS AS THEY EXIST ON SITE:

A. CONNECTION TO WATER LINES.

B. CONNECTION TO EXISTING ELECTRICAL POWER.

C. GATE VALVES.

D. ROUTING OF PRESSURE MAIN LINE PIPING (DIMENSION MAXIMUM 100-FEET ALONG ROUTING).

E. ELECTRIC CONTROL VALVES.

F. ROUTING OF CONTROL WIRING.

G. CONTROL WIRE CONDUIT.

H. QUICK COUPLING VALVES.

I. AUTOMATIC CONTROLLERS.

J. SLEEVING UNDER PAVING.

H. IRRIGATION CONTROLLER CHARTS:

1. PREPARE IRRIGATION CONTROLLER CHARTS FROM CONTRACTOR-PROVIDED PROJECT RECORD DOCUMENTS. OBTAIN OWNER'S APPROVAL OF PROJECT RECORD DOCUMENTS PRIOR TO PREPARING IRRIGATION CONTROLLER CHARTS.

2. PROVIDE ONE IRRIGATION CONTROLLER CHART FOR EACH IRRIGATION CONTROLLER INSTALLED ON PROJECT.

3. INDICATE ON EACH IRRIGATION CONTROLLER CHART, VIA COLORED PENCIL, AREA CONTROLLED BY THAT AUTOMATIC IRRIGATION CONTROLLER. PROVIDE A DIFFERENT AND DISTINCT COLOR FOR EACH VALVE ZONE.

4. IRRIGATION CONTROLLER CHART FORMAT: 11 X 17-INCH BOND REDUCED FROM APPROVED CADD GENERATED PROJECT RECORD DOCUMENTS.

5. OBTAIN OWNER'S APPROVAL OF COLORED IRRIGATION CONTROLLER CHARTS PRIOR TO HERMETICALLY SEALING CHARTS BETWEEN TWO PIECES OF 5 MIL PLASTIC LAMINATE.

6. ONE COLORED HERMETICALLY SEALED IRRIGATION CONTROLLER CHART SHALL BE SECURELY

PLACED WITHIN THE CONTROLLER CABINET, AND ONE COLORED NON-HERMETICALLY SEALED IRRIGATION CONTROLLER CHART SHALL BE PROVIDED TO THE OWNER.

1.6 QUALITY ASSURANCE
A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH A MINIMUM OF 5 YEARS OF DOCUMENTED EXPERIENCE.

B. CONTRACTOR: COMPANY SPECIALIZING IN PERFORMING WORK OF THIS SECTION WITH A MINIMUM OF 5 YEARS OF DOCUMENTED EXPERIENCE.

C. MANUFACTURER'S DIRECTIONS:

1. FOLLOW MANUFACTURER'S DIRECTIONS AND DRAWINGS WHERE MANUFACTURERS OF PRODUCTS USED IN THIS SECTION. FURNISH DIRECTIONS COVERING INSTALLATION POINTS NOT SHOWN IN DRAWINGS AND THIS SECTION.

2. NOTIFY OWNER OF CONFLICTING MANUFACTURER DIRECTIONS PROVIDED WITH PRODUCTS PRIOR TO INSTALLATION.

D. EXPLANATION OF DRAWINGS:

1. DUE TO SCALE OF DRAWINGS IT IS NOT POSSIBLE TO INDICATE EVERY OFFSET, FITTING, AND SLEEVE WHICH ARE REQUIRED. CAREFULLY INVESTIGATE EXISTING SITE CONDITIONS AFFECTING WORK:

ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.

2. DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE INDICATIVE OF WORK TO BE INSTALLED. INSTALL

WORK IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES.

3. FURNISH AND INSTALL WORK CALLED FOR ON DRAWING NOTES AND DETAILS WHETHER OR NOT SPECIFICALLY MENTIONED IN THIS SECTION.

4. DO NOT WILLFULLY INSTALL IRRIGATION SYSTEM AS INDICATED ON DRAWINGS WHEN IT IS

OBVIOUS IN FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED DURING DESIGN. BRING OBSTRUCTIONS OR DIFFERENCES TO OWNER'S ATTENTION. IN EVENT THIS NOTIFICATION IS NOT PERFORMED, CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY FOR REVISIONS.

E. CORRECT DISCREPANCIES OF UNSATISFACTORY WORK. COMPLETE CORRECTION OF WORK WITHIN A REASONABLE PERIOD MUTUALLY AGREED UPON BETWEEN OWNER AND CONTRACTOR.

F. OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, DELETE ANY MATERIAL OR WORK AS WORK PROGRESSES.

IF DEEMED NECESSARY BY OWNER, NEGOTIATIONS AND ADJUSTMENTS TO CONTRACT PRICE, CREDITS AND DEDUCTIONS TO CONTRACT SUM WILL OCCUR ACCORDING TO UNIT PRICES PROVIDED IN PROPOSAL.

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE
LI-4
06-15-2023
N/A

IRRIGATION

SPECIFICATION

ROLLING HILLS

COMMUNITY

TENNIS COURTS
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900
93 B. IRRIGATION SYSTEM TESTING: 1. PROVIDE HYDROSTATIC TESTS ON PRESSURE MAINLINE PIPING ONLY IN PRESENCE OF OWNER. DO NOT BACKFILL MAINLINE PIPE UNTIL PRESSURE READINGS HAVE BEEN OBSERVED AND APPROVED BY OWNER. 2. NOTIFY OWNER AT LEAST 48 HOURS IN ADVANCE OF HYDROSTATIC MAINLINE TESTING. 3. TEST PRESSURE MAINLINE UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF AT LEAST 2 HOURS. OBTAIN OWNER'S APPROVAL OF HYDROSTATIC MAINLINE TESTING PRIOR TO INSTALLING ELECTRIC CONTROL VALVES. 4. PERFORM HYDROSTATIC PRESSURE TESTING ON NON-PRESSURE LATERAL PIPING LOCATED UNDER PAVED AREAS UNDER A HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF AT LEAST 2 HOURS. 5. IF DURING A HYDROSTATIC PRESSURE TEST, A PRESSURE DROP IS OBSERVED, INDICATING A LEAK, REPLACE FAULTY FITTINGS OR PIPE AND REPEAT HYDROSTATIC PRESSURE TEST UNTIL ENTIRE MAINLINE SYSTEM IS PROVEN WATERTIGHT AND APPROVED BY OWNER. 6. FURNISH NECESSARY FORCE PUMP AND RELATED EQUIPMENT FOR HYDROSTATIC MAINLINE PRESSURE TEST. 7. WHEN HYDROSTATIC MAINLINE PRESSURE TEST IS APPROVED BY OWNER, PERFORM A SPRINKLER COVERAGE TEST IN PRESENCE OF OWNER. PROVIDE THE FOLLOWING: A. DETERMINE IF WATER COVERAGE IS COMPLETE AND ADEQUATE. B. FURNISH MATERIALS AND PERFORM WORK NECESSARY TO CORRECT INADEQUACIES OF WATER COVERAGE DUE TO DEVIATIONS FROM DRAWINGS, OR WHERE IRRIGATION SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO ATTENTION OF OWNER. C. PERFORM TESTING PRIOR TO INSTALLING PLANT MATERIAL. 8. UPON COMPLETION OF EACH PHASE OF WORK, TEST FOR COVERAGE OF ENTIRE SPRINKLER SYSTEM AND ADJUST TO MEET SPECIFIC SITE REQUIREMENTS PRIOR TO OWNER'S REVIEW. 3.7 DEMONSTRATION AND INSTRUCTIONS A. INSTRUCT OWNER'S MAINTENANCE PERSONNEL IN PROPER OPERATION AND MAINTENANCE OF IRRIGATION SYSTEM. B. USE OPERATION AND MAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION. 3.8 TOOLS AND SPARE PARTS A. PRIOR TO FINAL PAYMENT, SUPPLY OWNER WITH OPERATING KEYS, SERVICING TOOLS, TEST EQUIPMENT, AND OTHER ITEMS SPECIFIED IN THIS SECTION. B. OTHER MATERIALS: 1. INSTALL OTHER MATERIALS OR EQUIPMENT INDICATED ON DRAWINGS TO BE PART OF IRRIGATION SYSTEM, EVEN THOUGH SUCH ITEMS MAY NOT HAVE BEEN REFERENCED IN THIS SECTION. 3.9 CLEANUP A. PERFORM CLEANUP AS EACH PORTION OF WORK PROGRESSES. REMOVE REFUSE AND EXCESS DIRT FROM SITE, CLEAN WALKS AND PAVING, AND REPAIR DAMAGE SUSTAINED TO WORK OF OTHER TRADES TO ORIGINAL CONDITION. B. UPON COMPLETION OF WORK, REMOVE EXCESS MATERIALS, RUBBISH AND DEBRIS. SWEEP

ADJACENT ROADWAYS, CURBS, GUTTERS AND SIDEWALKS AND REMOVE CONSTRUCTION EQUIPMENT FROM SITE. 3.10 FINAL PAYMENT A. OPERATE EACH SYSTEM IN ITS ENTIRETY FOR OWNER'S REVIEW AT TIME OF FINAL PAYMENT. REWORK ANY ITEMS DEEMED NOT ACCEPTABLE BY OWNER. 3.11 SITE VISIT OBSERVATION SCHEDULE A. NOTIFY OWNER IN ADVANCE OF FOLLOWING REQUIRED SITE VISITS:

1. PRE-JOB OR "KICK-OFF" MEETING - 7 DAYS. 2. LATERAL LINE AND SPRINKLER HEAD INSTALLATION - 2 DAYS. 3. SPRINKLER HEAD COVERAGE TEST - 2 DAYS. 4. FINAL PAYMENT WALK-THROUGH - 7 DAYS. B. NO SITE VISITS WILL COMMENCE WITHOUT UPDATED PROJECT RECORD DRAWINGS BEING PRESENT ONSITE. END OF SECTION 4. DO NOT EXCEED DESIGNED IRRIGATION HEAD SPACING AS INDICATED ON DRAWINGS. 5. ACCOMMODATE GRADE CHANGES IN TRENCHES. 6. KEEP TRENCHES FREE OF DEBRIS AND OBSTRUCTIONS THAT COULD DAMAGE PIPE. 7. APPLY TEFLON TAPE ON THREADED PVC TO PVC AND THREADED PVC TO METAL JOINTS. APPLY LIGHT WRENCH PRESSURE ONLY. WHERE THREADED PVC CONNECTIONS ARE REQUIRED, USE THREADED PVC ADAPTERS INTO WHICH PIPE MAY BE SOLVENT WELDED. B. ASSEMBLING PIPE AND FITTINGS: 1. INSPECT PIPE AND FITTINGS BEFORE INSTALLATION. 2. KEEP PIPE FREE FROM DIRT AND PIPE SCALE. CUT PIPE ENDS SQUARE AND DEBUR PIPE EDGES.3. KEEP ENDS OF ASSEMBLED PIPE CAPPED. REMOVE CAPS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. 4. INSTALL PIPE WITH IDENTIFICATION MARKINGS FACE UP FOR VISUAL INSPECTION AND VERIFICATION. C. IRRIGATION PIPING CLEARANCE: 1. PROVIDE A MINIMUM CLEARANCE OF 6-INCHES BETWEEN IRRIGATION PIPING AND PIPING OF OTHER TRADES. 2. DO NOT INSTALL PARALLEL PIPELINES DIRECTLY OVER ONE ANOTHER. D. AUTOMATIC CONTROLLER INSTALLATION: 1. THIS PROJECT UTILIZES AN EXISTING CONTROLLER. F. PLASTIC IDENTIFICATION TAGS: 1. CONNECT IDENTIFICATION TAGS TO CONDUCTOR WIRES WITH BLACK OR WHITE NYLON "TIE-LOCK" FASTENERS. 2. LOCATE IDENTIFICATION TAGS FACING UPWARD. G. GATE VALVE INSTALLATION (IF ADDED TO THE PROJECT): 1. LOCATE AND INSTALL GATE VALVES AS INDICATED ON DRAWINGS. 2. GATE VALVE BOXES LOCATED IN PLANTING AREAS: INSTALL 6-INCHES AWAY AND PERPENDICULAR FROM BACK OF CURB OR PAVED EDGES. 3. CONSULT OWNER FOR METHOD OF IDENTIFICATION OF GATE VALVE BOXES. H. QUICK COUPLING VALVE INSTALLATION (IF ADDED TO THE PROJECT): 1. LOCATE AND INSTALL QUICK COUPLING VALVES AS INDICATED ON DRAWINGS. 2. PLACE QUICK COUPLING VALVE BOXES A MINIMUM OF 6-INCHES FROM BACK OF CURB OR PAVED EDGES. 3. PROVIDE 24-INCHES CLEARANCE FROM EDGE OF QUICK COUPLING VALVE BOX TO ADJACENT VALVE BOXES. I. SYSTEM FLUSHING: 1. AFTER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES WITH FULL HEAD OF WATER TO FLUSH OUT SYSTEM. 2. INSTALL SPRINKLER HEADS AFTER FLUSHING OF SYSTEM HAS BEEN PERFORMED. J. SPRINKLER HEAD INSTALLATION: 1. INSTALL SPRINKLER HEADS AS INDICATED ON DRAWINGS. 2. DO NOT EXCEED DESIGN SPACING OF SPRINKLER HEADS. K. SLEEVING:1. ALLOW 6-FEET OF CLEARANCE AT SLEEVE ENDS FOR FUTURE ACCESS TO SLEEVE. ROUTE CONTROL WIRES AND CABLE THROUGH SLEEVES AND TIE AT EACH END TO WOOD IDENTIFICATION STAKES. 2. PROVIDE SLEEVING FOR CONTROL WIRING UNDER PAVING REGARDLESS IF DRAWINGS DO NOT INDICATE SPECIFIC LOCATIONS. 3. LOCATE SLEEVING ENDS WITH 1-INCH DIAMETER BLUE SPRAY PAINT "DOTS" AT PAVING EDGE. L. BACKFILLING: 1. DO NOT BACKFILL TRENCHES UNTIL REQUIRED TESTS ARE PERFORMED. CAREFULLY BACKFILL TRENCHES WITH EXCAVATED MATERIALS APPROVED FOR BACKFILLING, CONSISTING OF EARTH, LOAM, SANDY CLAY, OR SAND, FREE FROM LARGE CLODS OF EARTH, STONES OR DEBRIS. 2. MECHANICALLY COMPACT BACKFILLED TRENCHES TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. CONFORM BACKFILL TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. 3. PLACE FINE GRANULAR MATERIAL BACKFILL OVER PIPES. 4. DO NOT FLOOD TRENCHES. 5. MAKE ADJUSTMENTS IF TRENCH SETTLEMENT OCCURS AND PROVIDE NECESSARY ADJUSTMENTS, AS NECESSARY, TO PIPE, VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION ELEMENTS. M. TRENCHING AND BACKFILLING UNDER PAVING: 1. BACKFILL TRENCHES LOCATED UNDER PAVING WITH SAND, 6-INCHES BELOW PIPE AND 3-INCHES ABOVE PIPE. 2. COMPACT TRENCHES TO 95% RELATIVE COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. 3. LEAVE TRENCHES FLUSH WITH ADJOINING FINISH GRADE.

4. SET IN PLACE, CAP AND PRESSURE TEST PIPING UNDER PAVING PRIOR TO BEGINNING PAVING WORK. 5. IF REQUIRED, INSTALL PIPING UNDER EXISTING PAVING BY JACKING, BORING OR HYDRAULIC DRIVING. WHEN CUTTING OR BREAKING OF CONCRETE IS NECESSARY, REPAIR OR REPLACE, AS NECESSARY. OBTAIN OWNER'S APPROVAL TO CUT OR BREAK PAVING. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER PAVING. 6. PROVIDE MINIMUM SAND COVER OF 18-INCHES BETWEEN TOP OF PIPE AND BOTTOM OF PAVING SUB-BASE FOR PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER PAVING. 3.5 INSTALLATION A. ASSEMBLIES: 1. ROUTING OF IRRIGATION LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC ONLY. INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH MANNER AS TO CONFORM WITH DRAWINGS. 2. INSTALL MULTIPLE ASSEMBLIES IN PLASTIC LINES. PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. 3. INSTALL ASSEMBLIES SPECIFIED HEREIN AND IN ACCORDANCE WITH DRAWINGS. 4. REMOVE DIRT AND DEBRIS FROM PVC PIPE AND FITTINGS PRIOR TO ENERGIZING IRRIGATION SYSTEM. 3.6 FIELD QUALITY CONTROL A. ADJUSTMENT OF IRRIGATION SYSTEM:

1. ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO REDUCE OVER-SPRAY ONTO PAVED AREAS AND FACILITIES. 2. PERFORM ADJUSTMENTS TO SPRINKLER HEADS TO PROVIDE OPTIMUM COVERAGE PRIOR TO INSTALLING PLANT MATERIAL. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES AND INSTALLING PRESSURE REDUCING SCREENS (PCS) OF APPROPRIATE SIZE. 3. INSTALL SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE. 2.10 DRIP IRRIGATION A. INSTALL VALVE ASSEMBLY, AIR RELIEF VALVE, FLUSH CAP AND DRIP TUBING IN THE APPROXIMATE LOCATIONS AND LAYOUT AS SHOWN ON THE DRAWINGS. FIELD ADJUSTMENT WILL BE NECESSARY TO PROVIDE PROPER COVERAGE. ON GRADE DRIPLINE TO BE SPACED 16" 0.C. 1. ACCEPTABLE MANUFACTURERS: A. HUNTER ICZ-101-40 B. HUNTER PLD-AVR - AIR VENT C. HUNTER PLD CAP - TO ALLOW FOR LINE FLUSH D. HUNTER PLD-06-12-XXX PRESSURE COMPENSATING DRIP LINE - 0.6 GPH @ 12" O.C. 2.11 BACKFLOW PREVENTION A. THIS PROJECT UTILIZES THE EXISTING BACKFLOW PREVENTER OR WILKINS 975XLSEU. 2.12 SLEEVING A. INSTALL SLEEVES BENEATH PAVED AREAS TO ROUTE MAIN LINE, LATERAL PIPE, AND CONTROL WIRING BUNDLES. EXTEND SLEEVE PIPE A MINIMUM OF 12-INCHES, AND A MAXIMUM OF 24-INCHES, BEYOND PAVING EDGES OR CURB FACES. PROVIDE PVC CAPS AT EACH SLEEVE END. PROVIDE SLEEVING FOR FLOW SENSOR WIRING. B. SLEEVING MATERIALS: 1. PEDESTRIAN RATED PAVING: PVC SCHEDULE 40 PIPE WITH SOLVENT-WELDED JOINTS. 2. VEHICULAR RATED PAVING: PVC SCHEDULE 40 PIPE WITH SOLVENT-WELDED JOINTS. C. SLEEVING SIZE: EQUAL TO TWICE THAT OF MAIN LINE OR LATERAL PIPE OR WIRING BUNDLE BEING SERVED. D. SLEEVE LOCATION: IDENTIFY LOCATION ON "PROJECT RECORD DRAWINGS". 2.13 ACCESSORIESA. TOOLS AND SPARE PARTS: PROVIDE OPERATING KEYS, SERVICING TOOLS, TEST EQUIPMENT, OTHER ITEMS, AND SPARE PARTS AS DESCRIBED IN THIS SECTION. B. MISCELLANEOUS MATERIALS: PROVIDE OTHER MATERIALS OR EQUIPMENT NOT SHOWN ON DRAWINGS OR REFERENCED IN THIS SECTION AS NECESSARY TO COMPLETE INSTALLATION OF IRRIGATION SYSTEM. PART 3 EXECUTION 3.1 EXAMINATIONA. VERIFY LOCATION OF EXISTING UTILITIES. B. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN PROPER LOCATION, AND READY FOR USE. C. PIPING LAYOUT AS INDICATED ON DRAWINGS IS DIAGRAMMATIC ONLY. ROUTE PIPING TO AVOID PLANT MATERIAL, STRUCTURES, FACILITIES, AND UTILITIES. D. LAYOUT AND STAKE LOCATIONS OF IRRIGATION SYSTEM COMPONENTS. E. REVIEW LAYOUT REQUIREMENTS WITH OTHER AFFECTED WORK. COORDINATE LOCATIONS OF PVC SLEEVES UNDER PAVING. 3.2 OBSERVATION A. SITE CONDITIONS: 1. SCALED DIMENSIONS ARE APPROXIMATE. CHECK AND VERIFY SIZE DIMENSIONS AND SECURE OWNER'S APPROVAL PRIOR TO PROCEEDING WITH WORK. 2. LOCATE WITH 2X2X24-INCH WOOD STAKES WITH IDENTIFYING MARKINGS FOR PROPOSED LOCATIONS OF ELECTRICAL CONTROL VALVE BOXES, GATE VALVE BOXES, MASTER VALVE BOXES, FLOW SENSOR BOXES AND QUICK COUPLER BOXES FOR APPROVAL BY OWNER. AFTER LOCATING ITEMS, NOTIFY OWNER FOR REVIEW AND APPROVAL. MAKE MINOR ADJUSTMENTS TO STAKE LOCATIONS AS REQUESTED BY OWNER. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR UTILITIES. REPAIR DAMAGE WHEN INCURRED. 4. COORDINATE INSTALLATION OF SPRINKLER IRRIGATION MATERIALS, INCLUDING PIPING, FOR INTERFERENCE OR CONFLICTS WITH UTILITIES, CONSTRUCTION ELEMENTS, AND PLANTING. 5. VERIFY FINISH GRADES OF PLANTER AREAS PRIOR TO STARTING WORK. 6. REPORT IRREGULARITIES TO OWNER PRIOR TO BEGINNING WORK. BEGINNING OF WORK IMPLIES ACCEPTANCE OF EXISTING CONDITIONS. 3.3 SITE PREPARATION A. LAYOUT: 1. PRIOR TO INSTALLATION OF PIPING, STAKE OUT PRESSURE AND NON-PRESSURE SUPPLY LINES AND LOCATIONS OF SPRINKLER HEADS. NOTIFY OWNER FOR REVIEW AND APPROVAL OF PIPING LAYOUT. B. WATER SUPPLY POINT-OF-CONNECTION HOOK-UP: 1. PROVIDE WATER SUPPLY POINT-OF-CONNECTION AT LOCATIONS INDICATED ON DRAWINGS. 2. ACCOMMODATE MINOR ADJUSTMENTS TO PIPING DUE TO ACTUAL SITE CONDITIONS. C. LINE VOLTAGE ELECTRICAL SUPPLY CONNECTION HOOK-UP: 1. PROVIDE ELECTRICAL CONNECTION FROM EXISTING LINE VOLTAGE ELECTRICAL SUPPLY TO IRRIGATION CONTROLLER LOCATIONS INDICATED ON DRAWINGS. 2. ACCOMMODATE ELECTRICAL CONNECTION ADJUSTMENTS DUE TO ACTUAL SITE CONDITIONS. 3.4 TRENCHING AND BACKFILLING A. TRENCHING: 1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION TO FOLLOW LAYOUT AS INDICATED ON DRAWINGS. 2. PROVIDE THE FOLLOWING MINIMUM SOIL COVER: A. 3-INCH AND SMALLER PRESSURE PVC PIPE: 18-INCHES. B. NON-PRESSURE PVC PIPE: 12-INCHES. C. CONTROL WIRE: 18-INCHES. D. TOP OF FINISHED SURFACE TO TOP OF SLEEVING INSTALLED UNDER PAVING: 36-INCHES. 3. WHEN PIPING IS INDICATED UNDER PAVING AND IS ROUTED PARALLEL AND ADJACENT TO PLANTING AREAS, INSTALL PIPING IN PLANTING AREAS. PROJECT TITLE SHEET TITLE CHECKED: DRAWN BY: DATE: REVISIONS PROJECT NO. SHEET N0. XREF FILE: SCALE: E-mail: [email protected] 904 Silver Spur Road #395 Rolling Hills Estates, CA 90274 (310) 377-5868 Richie-Bray, Inc. LANDSCAPE ARCHITECTURE LI-5 06-15-2023 N/A IRRIGATION SPECIFICATION ROLLING HILLS COMMUNITY TENNIS COURTS 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274 ASSESSOR'S ID NO.: 7569-015-900 94 GAL
GAL
ROS
ACH
ACH
ACH
ACH
ACH
ACH
ACH
ACH
LEO
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
SA4
CIS
LEO

PRU PRU PRU PRU
FES

CIS CIS
IRI

PRU PRU PRU PRU
CIS
HES
PRU
AGA
GAL
GAL
GAL

GAL GAL
ACH

ACH ACH
ACH

ACH ACH
ACH
ACH
GAL
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
ROS
GAL
GAL
ACH
ACH
ACH
ACH
ACH
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ACH ACH
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IRI
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IRI
IRI
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IRI

IRI ACH
GAL
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GAL GAL
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LEY
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ACH
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ACH
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ACH ACH
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GAL
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ROS

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CIJ CIJ CIJ
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FES FES FES FES FES FES

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CIS CIS CIS CIS CIS CIS

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LEY
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WEM
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LOL WW W W W W W W W W W W W W W W WW

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

ROLLING HILLS

COMMUNITY

TENNIS COURTS

LIGHTING PLAN
LL-1
06-15-2023
1/8" = 1'-0"
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
ASSESSOR'S ID NO.: 7569-015-900

PORTUGUESE BEND ROAD
NOTES :

SYM.

LIGHTING SCHEDULE :

KING LUMINAIRE
L 4 0 HOUSE LIGHT MATCH HOA
L 5 PATH LIGHT
L 2 6 TRELLIS WALL LIGHT FX LUMINAIRE
L 1 FX LUMINAIRE
TYPE 0 DOWNLIGHT (ON TREES)QTY DESCRIPTION MANUFACTURER L 3 18 WALL LIGHT - RECESSED FX LUMINAIRE
10 FX LUMINAIRE

PILASTER LIGHT

1. LANDSCAPE LIGHTING FIXTURES NOTED

ON PLAN ARE DESIGN INTENT FOR
LIGHTING TYPE & LOCATION ONLY. REFER

TO ELECTRICAL DRAWINGS FOR ALL

CIRCUITRY, SWITCH/CONTROLS AND
POWER REQUIREMENTS. FINAL LOCATION

AND FIXTURE AIMING TO BE FIELD
VERIFIED BY LANDSCAPE ARCHITECT.

2. TRANSFORMERS TO BE INSTALLED FOR
SEPARATE CIRCUITS AS REQUIRED.

3. PLANTER AND DECK DRAIN LOCATIONS

ARE TO BE DETERMINED BY LANDSCAPE
ARCHITECT ON SITE.

4. ALL LAMPS LED.

5. ELECTRIC LOADS AND TRANSFORMERS TO

BE CALCULATED & APPROVED BY

CERTIFIED ELECTRICIAN BEFORE
INSTALLATION.

6. ALL LIGHT FIXTURES SHALL MEET
DARK-SKY COMPLIANCE REQUIREMENTS.

L 6 6
L 7 1

FIXTURE SPECIFICATIONS COLOR REMARKS
K601D

MATCH HOA
NL
PS
UN
FG
LED

MATCH HOA
3 LED / 20 WATT
3 LED / 20 WATT
1 LED / 10 WATT
3 LED / 20 WATT
TBD

MATCH HOA
CU-AB
CU-AB
AB
AB
ADA APPROVED T TRANSFORMER FX LUMINAIRE PX 600 WATT SS T

SIGN BOARD W/ LIGHTS

TRANSFORMER
07-06-2023
95 ROLLING HILLS

COMMUNITY

TENNIS COURTS

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

LIGHTING

SPECIFICATION
LL-2
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
WALL LIGHT - RECESSED L 3 TRELLIS WALL LIGHT L 2 DOWN LIGHT (ON TREES) L 1 07-16-2023
96 ROLLING HILLS

COMMUNITY

TENNIS COURTS

PROJECT TITLE

SHEET TITLE
CHECKED:

DRAWN BY:

DATE:

REVISIONS
PROJECT NO.

SHEET N0.

XREF FILE:

SCALE:

E-mail: [email protected]
904 Silver Spur Road #395
Rolling Hills Estates, CA 90274
(310) 377-5868
Richie-Bray, Inc.

LANDSCAPE ARCHITECTURE

LIGHTING

SPECIFICATION
LL-3
06-15-2023
N/A
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
TRANSFORMER L 7 PILASTER LIGHT L 6 PATH LIGHT L 5
97 Agenda Item No.: 14.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: DISCUSSION ON COYOTE MANAGEMENT MEASURES AND

CONSIDERATION OF THE CITY CONTRIBUTING TO ONGOING COSTS (COUNCILMEMBER BLACK)
DATE: July 24, 2023
BACKGROUND:

On June 23, 2023, an agreement between Los Angeles County and the City of Rolling Hills was made for pest control services from July 1, 2023 to June 30, 2024.

DISCUSSION:

This item is on the agenda at the direction of Council to discuss coyote management and the current contract with Los Angeles County Agricultural Commissioner/Weights & Measures (LACWM).

Fernando Barrera, who works for the LACWM, has been providing coyote management services on the Peninsula for a number of years. However, this year Fernando’s services will be limited due to budgetary constraints with the County. Residents will have to contact City Hall directly instead of reaching out to Fernando. Residents are advised to only call in the event of a coyote attack or aggressive behavior. Fernando is only expected to be in the City a few times a week.

Staff has also been contacted by members of the public concerned with the proliferation of coyotes in the community. At the August 22, 2022 Council meeting, homeowner Shirley Langer expressed concerns about coyote management along Possum Ridge Road. Concerns included dogs getting chased or harassed and pets being killed by coyotes. At the July 10, 2023 City Council meeting, Ms. Langer again expressed similar concerns as well as those related to having only one LA County employee addressing coyote issues across the entire Peninsula.

The City had also been contacted by homeowner Leslie Stetson who is in support of coyotes and other wildlife in the community. Ms. Stetson had questioned the City's need for coyote 98 management and the contract with Los Angeles County for a trapper.

During the last two fiscal years, Supervisor Janice Hahn was able to secure additional funding to ensure Fernando's continued service as the Peninsula's main LA County animal control expert. Supervisor Hahn's office was once again contacted regarding this issue but a response has not been received as of the printing of this report.

FISCAL IMPACT:

The agreement with Los Angeles County is for an amount not to exceed $25,000 paid under the General Fund.

RECOMMENDATION:

Discuss the matter and provide direction to staff.

ATTACHMENTS:

CA_AGR_230626_LAC_ACWM_PestControl_No779_PE.pdf
99 100
101
102
103
104
105
106
107
108
109
Agenda Item No.: 14.B
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: VERBAL REPORT FROM THE SOLID WASTE AND RECYCLING COMMITTEE ON THE JULY 13, 2023 MEETING
DATE: July 24, 2023
BACKGROUND:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

RECOMMENDATION:

Receive and file.

ATTACHMENTS:
110
Agenda Item No.: 15.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: JOHN SIGNO, DIRECTOR OF PLANNING & COMMUNITY SERVICES THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: RECEIVE AND FILE FIRE FUEL ABATEMENT AND CODE

ENFORCEMENT QUARTERLY REPORT FOR THE SECOND QUARTER
OF 2023 (APRIL 1 THROUGH JUNE 30)
DATE: July 24, 2023
BACKGROUND:

The Code Enforcement division provides quarterly updates on fuel abatement cases which consist of active and closed cases. The attachments show active and closed cases consisting of dead vegetation and other code violations for the second quarter of 2023. Also included is a list of cumulative open cases.

DISCUSSION:

During the second quarter of 2023, there were a total of 9 cases closed, including 4 dealing with vegetation or dead trees; 8 cases were opened, including 1 involving dead vegetation. In total, code enforcement is working on 15 open cases, of which 3 deal with vegetation or dead trees. The City received 4 aggressive animal reports between May 2 and June 13, which is more than usual. The time dedicated to contacting the complainant, dog owner, and LA County Animal Control along with writing letters and following up is time consuming. There are also ongoing violations that require additional attention, some of which have been referred to the City Attorney's office.
4LEAF, Inc. has been providing code enforcement services for the City since January 31, 2023. The Code Enforcement Division is continuing to use iWorQ to generate quarterly updates and track code enforcement and fire fuel abatement cases. Those reports are attached.

FISCAL IMPACT:

Code enforcement services is provided contractually and payment is made from the General Fund.

RECOMMENDATION:

Receive and file.
111
ATTACHMENTS:

CE_QRP_2023_Q2_Opened_Cases_F.pdf
CE_QRP_2023_Q2_Cumulative_Open_Cases_F.pdf
CE_QRP_2023_Q2_Closed_Cases_F.pdf
112
Page: 1 of 1
Case Report – Cases Opened
During Q2 2023
04/01/2023 - 06/30/2023
Case Date Address of
Violation
Description Follow UP Follow Up
Date
Main
Status
6/22/2023 4 Possum Ridge
Rd.

Unpermitted
work/grading
Planning application
required
7/25/2023 Open
6/20/2023 74 Saddleback
Rd.

Dead Tree Contact tree owner to
have tree removed
7/25/2023 Open
6/13/2023 20 Portuguese
Bend Rd.

Aggressive Animal
(Dog)
Follow-up with dog
owner; Update
complainant
7/25/2023 Open
6/13/2023 7 Chuckwagon
Rd.

Aggressive Animal
(Dog)
Follow-up with dog owner
and complainant
7/25/2023 Open
6/6/2023 1 Johns Canyon
Rd.

Aggressive Animal
(Dog)
Follow-up to see if issue
has been resolved
7/25/2023 Open
5/30/2023 6 Middleridge Ln.

Holiday lights on tree
and fence
Second letter sent on
7/18/23
8/18/2023 Open
5/18/2023 73 Portuguese
Bend Rd.

Lighting Follow-up to see if issue
has been resolved
7/25/2023 Open
5/2/2023 2 Outrider Rd. Aggressive Animal
(Dog)
Follow-up with dog owner
and complainant
7/25/2023 Open
Total Records: 8 Date Prepared: 7/19/2023
113
Page: 1 of 1
Case Report – Q2 2023
All Open Cases
Case Date Address of Violation Description Main
Status
7/13/2023 79 Eastfield Dr. Overgrown vegetation behind broken fence Open 6/22/2023 4 Possum Ridge Rd. Unpermitted work/grading Open 6/20/2023 74 Saddleback Rd. Dead Tree Open
6/13/2023 20 Portuguese Bend Rd. Aggressive Animal (Dog) Open 6/13/2023 7 Chuckwagon Rd. Aggressive Animal (Dog) Open 6/6/2023 1 Johns Canyon Rd. Aggressive Animal (Dog) Open 5/30/2023 6 Middleridge Ln. N. Holiday lights on tree and fence Open 5/18/2023 73 Portuguese Bend Rd. Lighting Open
5/2/2023 2 Outrider Rd. Aggressive Animal (Dog) Open
12/27/2022 52 Portuguese Bend Rd. Unpermitted Construction Open 12/13/2022 21 Portuguese Bend Rd. Broken Fence Open
9/22/2022 29 Middleridge Ln. S Grading and import of soil; dead vegetation on property visible from road
Open
6/9/2022 4 Spur Ln. Dead/Dry vegetation Open
7/6/2021 1 Chestnut Ln. Unpermitted structure (Gazebo) Open 11/1/2019 2950 Palos Verdes Dr. N Red-tagged residence Open Total Records: 15 Prepared 7/19/2023
114
Page: 1 of 1
Case Report – Cases Closed
During Q2 2023
04/01/2023 - 06/30/2023
Case Date Address of
Violation
Description Main
Status
Case
Closed
11/8/2022 69 Portuguese Bend
Rd
Unpermitted structure (chicken coop) built w/o
approval and permits
Closed 6/13/2023
1/5/2023 5 Crest Road East Illegal construction Closed 5/25/2023 4/21/2021 2 Buggy Whip Drive Broken fence and trash Closed 5/25/2023 4/4/2023 65 Portuguese Bend
Rd.

Broken Fence/ House signage Closed 5/5/2023
11/3/2022 20 Chuckwagon Road New Retaining Wall without Permits, Dead Pine Tree.

Closed 5/2/2023
2/21/2023 2 Crest Rd. W Dead vegetation, visible from Portuguese Bend Rd.

Closed 4/25/2023
4/4/2023 6 Chestnut Ln Falling Tree Closed 4/13/2023
4/13/2023 6 Bowie Rd. Broken water/drainage line Closed 4/13/2023 2/14/2023 28 Portuguese Bend
Rd
Broken Fence/Dead Vegetation Closed 4/13/2023
Total Records: 9 Date Prepared: 7/19/2023
115
Agenda Item No.: 16.A
Mtg. Date: 07/24/2023
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO

CITY MANAGER
THRU: DAVID H. READY. ESQ., PH.D
SUBJECT: CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION.

BASED ON EXISTING FACTS AND CIRCUMSTANCES, THE CITY

COUNCIL IS DECIDING WHETHER TO INITIATE LITIGATION
PURSUANT TO SECTION 54956.9(D)(4)- 1 POTENTIAL CASE
DATE: July 24, 2023
ATTACHMENTS:
116

Rolling Hills City CouncilJuly 24, 2023

Rolling Hills City Council
July 24, 2023