Cities Index.
Agenda

Malibu City Council
March 13, 2023

Document
Agenda
Meeting
March 13, 2023
Body
Malibu City Council
Pages
23
Original file
77.9 MB
Text extracted from the city's file for reading and search. Open the original on www.malibucity.org. That file is the official record.

MARCH 13, 2023 REGULAR MEETING
Meeting Agenda
CC230313_AGENDA_AMENDED.PDF
Item 3B2
Approve Warrants
CC230313_ITEM 3B2.PDF
Item 3B3
Approval of Minutes
CC230313_ITEM 3B3.PDF
Item 3B4
Findings to Hold Virtual City Council, Commission, Committee, Board and Other City Bodies, Meetings Under AB 361
CC230313_ITEM 3B4.PDF
Item 3B5
Delegation of Staff to Execute Federal and State Documents CC230313_ITEM 3B5.PDF
Item 3B6
Professional Services Agreement with Ultimate Maintenance Services Inc.

CC230313_ITEM 3B6.PDF
Item 3B7
Resolution Extending the Declaration of a Local Emergency HTTPS://WWW.MALIBUCITY.ORG/VIRTUALMEETING

1. Documents:

2. Documents:

3. Documents:

4. Documents:

5. Documents:

6. Documents:

7. CC230313_ITEM 3B6.PDF
Item 3B7
Resolution Extending the Declaration of a Local Emergency CC230313_ITEM 3B7.PDF
Item 4A
Appeal No. 21-019 - Appeal of Planning Commission Resolution No. 21-68 (6968 Dume Drive; Owner, Highlands Investment Group LLC; Neighbor/Appellant, John Roesler) CC230313_ITEM 4A.PDF
Item 4B
Adoption of Ordinance No. 504 - Los Angeles County Fire Code CC230313_ITEM 4B.PDF
Item 4C
Updated Developer Fee Program for the Benefit of the Consolidated Fire Protection District of Los Angeles County
CC230313_ITEM 4C.PDF
Item 5A
Malibu Community Labor Exchange Office Update
CC230313_ITEM 5A.PDF
Item 5B
Permanent Outdoor Seating Areas
CC230313_ITEM 5B.PDF
Item 7A
Recommended Alternate Appointment to Santa Monica Bay Restoration Commission Documents:

7. Documents:

8. Documents:

9. Documents:

10. Documents:

11. Documents:

12. Documents:

13. Documents:

Item 7A
Recommended Alternate Appointment to Santa Monica Bay Restoration Commission CC230313_ITEM 7A.PDF

13. Documents:

This meeting will be held via teleconference only in order to reduce the risk of spreading COVID-19 and pursuant to AB 361 and the County of Los Angeles Public Health Officer’s Order (revised September 22, 2022). All votes taken during this teleconference meeting will be by roll call vote, and the vote will be publicly reported.

HOW TO VIEW THE MEETING: No physical location from which members of the public may observe the meeting and offer public comment will be provided. The meeting will be live streamed at https://malibucity.org/video and https://malibucity.org/VirtualMeeting.

HOW TO PARTICIPATE BEFORE THE MEETING: Members of the public are encouraged to submit email correspondence to [email protected] before the meeting begins.

HOW TO PARTICIPATE DURING THE MEETING: Members of the public may also speak during the meeting through the Zoom application. The City requests that you sign up to speak before the item you would like to speak on has been called by the Mayor and then you must be present in the Zoom conference to be recognized.

Please visit https://malibucity.org/VirtualMeeting and follow the directions for signing up to speak and downloading the Zoom application.

Amended1 Malibu City Council
Regular Meeting Agenda
(to be held during COVID-19 emergency)
Monday, March 13, 2023
5:30 P.M. - CLOSED SESSION
Various Teleconference Locations
6:30 P.M. – CITY COUNCIL REGULAR MEETING
Various Teleconference Locations

YOU MAY VIEW THIS MEETING LIVE OVER THE INTERNET AT
MALIBUCITY.ORG/VIDEO
Five-thirty p.m. Convene for Purpose of Closed Session
Call to Order – Mayor
Public Comment on Closed Session Items
Recess to Closed Session
This time has been set aside for the City Council to meet in a closed session to discuss matters pursuant to Government Code Section 54956.9. Based on the advice of the City Attorney, discussion in open session concerning these matters would prejudice the position of the City in this litigation. The City Attorney will give an additional oral report regarding the Closed Session before adjournment of the special meeting. At the conclusion of the Closed Session, the Council may continue any item listed on the Closed Session agenda to the Open Session agenda for discussion or to take formal action as it may deem appropriate. 1 See the addition of Closed Session, Ceremonial/Presentation Item Nos. 1.B. and 1.C., and Consent Calendar Item No. 3.B.7.

AMENDED City Council Regular Meeting Agenda Page - 2 - March 13, 2023 Conference with Legal Counsel – Existing litigation pursuant to Government Code Section 54956.9(d)(1):

1. Case Name: City’s Petition to Form Malibu USD from Territory in the Santa Monica-Malibu USD Six-thirty p.m. Regular Session
Call to Order - Mayor
Roll Call - Recording Secretary
Pledge of Allegiance
Closed Session Report
Report on Posting of Agenda – March 2, 2023; Amended Agenda posted March 9, 2023 Approval of Agenda

1. Ceremonial/Presentations
A. Presentation on Los Angeles County Fire Department’s New Zone Zero Defensible Space Requirement
B. Presentation on Public Participation Options for Hybrid City Council Meetings C. Update Regarding Separation from Santa Monica-Malibu Unified School District

2. Written and Oral Communications from the Public
A. Communications from the Public concerning matters which are not on the agenda but for which the City Council has subject matter jurisdiction. City Council may not act on these matters except to refer the matters to staff or schedule the matters for a future agenda.

B. Commission / Committee / City Manager Updates
C. City Council Subcommittee reports / Mayor and Councilmember meeting attendance, reports and inquiries

3. Consent Calendar

A. Previously Discussed Items
None.

AMENDED City Council Regular Meeting Agenda Page - 3 - March 13, 2023 B. New Items

1. Waive Further Reading
Recommended Action: After the City Attorney has read the title, waive full reading of ordinances considered on this agenda for introduction on first reading and/or second reading and adoption.

Staff Contact: Interim City Attorney Rusin, 456-2489, ext. 228

2. Approve Warrants
Recommended Action: Allow and approve warrant demand numbers 68395-68489 on the register from the General Fund and direct the City Manager to pay out the funds to each of the claimants listed in Warrant Register No. 720 in the amount of the warrant appearing opposite their names, for the purposes stated on the respective demands in a total amount of $1,690,271.22. City of Malibu payroll check number 5320-5322 and ACH deposits were issued in the amount of $246,626.43.

Staff Contact: Assistant City Manager Toney, 456-2489, ext. 224

3. Approval of Minutes
Recommended Action: Approve the minutes for the February 28, 2022 Malibu City Council Regular meeting.

Staff Contact: City Clerk Pettijohn, 456-2489, ext. 228

4. Findings to Hold Virtual City Council, Commission, Committee, Board and Other City Bodies, Meetings Under AB 361
Recommended Action: Consider a motion to reaffirm Resolution No. 22-25, reauthorizing remote teleconferencing/virtual meetings pursuant to AB 361.

Staff Contact: City Clerk Pettijohn, 456-2489, ext. 228

5. Delegation of Staff to Execute Federal and State Documents Recommended Action: Adopt Resolution No. 23-10 authorizing the City Manager, the Assistant City Manager and the Public Works Director to execute documents pertaining to federal and state disaster documents, including applications with the State of California Office of Emergency Services and Federal Emergency Management Agency on behalf of the City of Malibu.

Staff Contact: Public Safety Director Dueñas, 456-2489, ext. 313

AMENDED City Council Regular Meeting Agenda Page - 4 - March 13, 2023

6. Professional Services Agreement with Ultimate Maintenance Services Inc.

Recommended Action: Authorize the Mayor to execute a Professional Services Agreement with Ultimate Maintenance Service Inc. for custodial services at Malibu City Hall and City parks.

Staff Contact: Acting Community Services Director Riesgo, 456-2489, ext. 350

7. Resolution Extending the Declaration of a Local Emergency Recommended Action: Adopt Resolution No. 23-13 extending the declaration of the existence of a local emergency.

Staff Contact: City Clerk Pettijohn, 456-2489, ext. 228

4. Ordinances and Public Hearings
A. Appeal No. 21-019 - Appeal of Planning Commission Resolution No. 21-68 (6968 Dume Drive; Owner, Highlands Investment Group LLC; Neighbor/Appellant, John Roesler) Recommended Action: Adopt Resolution No. 23-11, determining that the California Environmental Quality Act does not apply to the project; upholding Appeal No. 21-019, and denying Coastal Development Permit (CDP) No. 17-088 for the construction of a new 7,472 square foot, two-story single-family residence with a 999 square foot basement, swimming pool, onsite wastewater treatment system (OWTS), associated development, and after-the-fact retaining walls, grading and front yard gates, including Site Plan Review (SPR) No. 19-030 for construction in excess of 18 feet in height, up to 28 feet for a pitched roof, and Demolition Permit (DP) No. 19- 023 for the demolition of the existing 2,257 square foot, single-story single-family residence and onsite development located in the Rural Residential, One-Acre (RR-1) zoning district at 6968 Dume Drive (Highlands Investment Group LLC).

Staff Contact: Planning Director Mollica, 456-2489, ext. 346 B. Adoption of Ordinance No. 504 - Los Angeles County Fire Code Recommended Action: 1) After the City Attorney reads the title of the ordinance, introduce on first reading Ordinance No. 504, adopting by reference Title 32 of the Los Angeles County Code, which incorporates the California Fire Code, 2022 Edition, as amended; adopting local amendments to said code; ratifying the Consolidated Fire Protection District of Los Angeles County’s Building Standards contained in Title 32, as amended; and finding the action exempt from the California Environmental Quality Act; and 2) Direct staff to schedule a Public Hearing for the second reading and adoption of Ordinance No. 504 for the April 10, 2023 City Council Regular meeting.

Staff Contact: Environmental Sustainability Director Bundy, 456-2489, ext. 229

AMENDED City Council Regular Meeting Agenda Page - 5 - March 13, 2023 C. Updated Developer Fee Program for the Benefit of the Consolidated Fire Protection District of Los Angeles County
Recommended Action: 1) Conduct the public hearing; and 2) Adopt Resolution No. 23-12, adopting the updated developer fee and fire station plan for the benefit of the Consolidated Fire Protection District of Los Angeles County and rescinding Resolution No. 22-09.

Staff Contact: Environmental Sustainability Director Bundy, 456-2489, ext. 229

5. Old Business
A. Malibu Community Labor Exchange Office Update
Recommended Action: Receive and file an update on Malibu Community Labor Exchange office project.

Staff Contact: Interim Deputy City Manager Houston, 456-2489, ext. 254 B. Permanent Outdoor Seating Areas
Recommended Action: 1) Receive a presentation on the status of outdoor dining and the current application process and consideration for approval of permanent outdoor dining; and 2) Provide guidance to staff on whether to process amendments to the City’s Ordinances pertaining to the operation of restaurants.

Staff Contact: Planning Director Mollica, 456-2489, ext. 346

6. New Business
None.

7. Council Items
A. Recommended Alternate Appointment to Santa Monica Bay Restoration Commission Recommended Action: Provide a recommendation to the Las Virgenes-Malibu Council of Governments (COG) for appointment as the COG’s Alternate to the Santa Monica Bay Restoration Commission Governing Board.

Staff Contact: City Manager McClary, 456-2489, ext. 226 Adjournment
Future Meetings
Wednesday, March 22, 2023 TBD Special City Council Meeting Location TBD Monday, March 27, 2023 6:30 p.m. Regular City Council Meeting Location TBD Monday, April 10, 2023 6:30 p.m. Regular City Council Meeting Location TBD Guide to the City Council Proceedings
As a result of the Coronavirus (COVID-19) pandemic, the City is under a state of local emergency, as well as states AMENDED City Council Regular Meeting Agenda Page - 6 - March 13, 2023 of emergency that have been declared in the County of Los Angeles, State of California, and a federal emergency declared by the President of the United States. In order to reduce the risk of spreading COVID-19, the City Council meeting will be open and public but conducted virtually because meeting in person would present imminent risks to the health or safety of attendees. This way, the public, the staff, and the Council will not be physically in the same place.

The Oral Communication portion of the agenda is for members of the public to present items, which are not listed on the agenda but are under the subject matter jurisdiction of the City Council. No action may be taken under, except to direct staff unless the Council, by a two-thirds vote, determines that there is a need to take immediate action and that need came to the attention of the City after the posting of the agenda. Although no action may be taken, the Council and staff will follow up, at an appropriate time, on those items needing response. Each speaker is limited to three (3) minutes.

Members of the public wishing to speak during the meeting must participate through the Zoom application. The City requests that you sign up to speak before the item you would like to speak on has been called by the Mayor and then you must be present in the Zoom conference to be recognized. Please visit https://malibucity.org/VirtualMeeting and follow the directions for signing up to speak and downloading the Zoom application.

Items in Consent Calendar Section A have already been considered by the Council at a previous meeting where the public was invited to comment, after which a decision was made. These items are not subject to public discussion at this meeting because the vote taken at the previous meeting was final. Resolutions concerning decisions made at previous meetings are for the purpose of memorializing the decision to assure the accuracy of the findings, the prior vote, and any conditions imposed.

Items in Consent Calendar Section B have not been discussed previously by the Council. If discussion is desired, an item may be removed from the Consent Calendar for individual consideration. Councilmembers may indicate a negative or abstaining vote on any individual item by so declaring prior to the vote on the motion to adopt the entire Consent Calendar. Items excluded from the Consent Calendar will be taken up by the Council following the action on the Consent Calendar. The Council first will take up the items for which public speaker requests have been submitted.

For Public Hearings involving zoning matters the appellant and applicant will be given 15 minutes each to present their position to the City Council, including rebuttal time. All other testimony shall follow the rules as set forth under Oral Communication. In order to speak, individuals must visit https://malibucity.org/VirtualMeeting and follow the directions for signing up to speak and downloading the Zoom application.

Old Business items have appeared on previous agendas but have either been continued or tabled to this meeting with no final action having been taken. Public comment shall follow the rules as set forth under Oral Communication.

Items in New Business are items, which are appearing for the first time for formal action. Public comment shall follow the rules as set forth under Oral Communication.

City Council Items are items, which individual members of the City Council may bring up for action, to propose future agenda items or to suggest future staff assignments.

No new items will be taken-up after 10:30 p.m. without a two-thirds vote of the City Council.

City Council meetings are aired live and replayed on City of Malibu Government Access Channel 3 and are available on demand on the City’s website at www.malibucity.org/video. Copies of the staff reports or other written documentation relating to each item of business described above are on file in the office of the City Clerk and available upon request by emailing [email protected].

The City Hall phone number is (310) 456-2489. To contact City Hall using a telecommunication device for the deaf (TDD), please call (800) 735-2929 and a California Relay Service operator will assist you. In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact Environmental Sustainability Director Yolanda Bundy, (310) 456-2489, ext. 229. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting. [28 CFR 35.102-35.104 ADD Title II].

Requests to show an audio or video presentation during a Council meeting should be directed to Alex Montano at AMENDED City Council Regular Meeting Agenda Page - 7 - March 13, 2023 (310) 456-2489, ext. 227 or [email protected]. Material must be submitted by 12:00 p.m. on the meeting day.

I hereby certify under penalty of perjury, under the laws of the State of California that the foregoing agenda was posted in accordance with the applicable legal requirements. Regular and Adjourned Regular meeting agendas may be amended up to 72 hours in advance of the meeting. Dated this 9th day of March 2023 at 3:30 p.m.

Kelsey Pettijohn, City Clerk
WARRANT REGISTER NO. 720
On March 13, 2023, the Malibu City Council allowed and approved warrant demand numbers 68395-68489 from the General Fund. The City Manager is hereby directed to pay out the funds named hereon to each of the claimants listed, the amount appearing opposite their name for the purpose stated on the respective demands, making a total of $1,690,271.22 City of Malibu payroll check number 5320-5322 and ACH deposits were issued in the amount of $246,626.43.

PASSED, APPROVED and ADOPTED this 13th day of March 2023. ____________________________________________
Bruce Silverstein
Mayor
ATTEST:
____________________________________________
Kelsey Pettijohn
City Clerk

CERTIFICATE
In accordance with Government Code Sections 37202 and Malibu Municipal Code 3.08.050, I hereby certify that: (1) the claims or demands set forth in the warrant register(s) listed below and attached hereto and incorporated herein by this reference in the aggregate amount of $1,936,897.65 have been audited as to their accuracy; and (2) sufficient funds have been appropriated by the City Council and are available for the payment thereof.

EXECUTED this 2nd day of March 2023, AT MALIBU, CALIFORNIA ______________________________________________
Steve McClary
City Manager
City Council Meeting
03-13-23
Item

3.B.2.

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Accounts Payable
Checks by Date - Summary by Check Number
User: ltucker
Printed: 3/1/2023 10:36 AM
Check No Vendor No Vendor Name Check Date Void Checks Check Amount 68395 13STARS 13 Stars 02/17/2023 0.00 3,567.78
68396 ACCESS Access Information Holdings LLC 02/17/2023 0.00 3,975.02 68397 AZURCAP Azur CART & Captioning 02/17/2023 0.00 1,732.50 68398 BURNS Burns Pacific Construction Inc 02/17/2023 0.00 370.78 68399 CHAVEZL Larry Chavez 02/17/2023 0.00 1,030.00
68400 CIVICSO Civic Solutions, Inc 02/17/2023 0.00 30,063.75 68401 COASTALW Joseph D Smith 02/17/2023 0.00 27,408.50 68402 CONEJOA Conejo Awards 02/17/2023 0.00 47.75
68403 FEDEXP FedEx 02/17/2023 0.00 40.86
68404 GLADWEL Gladwell Governmental Ser Inc 02/17/2023 0.00 350.00 68405 iRIS Lorrie Feinberg 02/17/2023 0.00 8,157.50
68406 KENNEYK Kevin R Kenney 02/17/2023 0.00 150.00
68407 LABCORP Laboratory Corp. of America 02/17/2023 0.00 147.50 68408 LACOREG LA Co Registrar Recorder/Cty Clerk 02/17/2023 0.00 31.00 68409 LACOSHE LA Co Sheriff's Department 02/17/2023 0.00 24,340.16 68410 MALICOM Malibu Comm Labor Exchange 02/17/2023 0.00 667.00 68411 MASTERCO Master Cooling Corporation 02/17/2023 0.00 1,740.00 68412 MORRICK Ricky Morris 02/17/2023 0.00 130.00
68413 NAICKERV Vasudevan Naicker 02/17/2023 0.00 105.00 68414 PARKERB Joyce Parker-Bozylinski 02/17/2023 0.00 4,200.00 68415 SCEDISO Southern California Edison Company 02/17/2023 0.00 41.14 68416 SOUTPRNT Southwest Offset Printing Co., Inc. 02/17/2023 0.00 9,038.58 68417 VAPOPET Peter L Vapor 02/17/2023 0.00 210.00
68418 VERIZON Verizon Business 02/17/2023 0.00 O.o2
68419 WESTCIT Western City Magazine 02/17/2023 0.00 600.00 68420 13STARS 13 Stars 02/27/2023 0.00 921.30
68421 AMERGUAI American Guard Services, Inc 02/27/2023 0.00 2,938.68 68422 ANAWALT Anawalt Lumber Co., Inc 02/27/2023 0.00 98.46 68423 ANDERSOA Ariana Anderson 02/27/2023 0.00 70.00
68424 BADMET Badger Meter, Inc. 02/27/2023 0.00 39.16
68425 BAKTIL Baker Tilly US, LLP 02/27/2023 0.00 9,053.00 68426 BBK Best Best & Krieger LLP 02/27/2023 0.00 40,738.73 68427 BENEG Grace Bene 02/27/2023 0.00 112.50
68428 BUNNMIKE Mike Bunn 02/27/2023 0.00 35.00
68429 BURNS Burns Pacific Construction Inc 02/27/2023 0.00 207,413.62 68430 CASGAY Gaylene Cascione 02/27/2023 0.00 126.00
68431 CASTRATE California Strategies & Advocacy LLC 02/27/2023 0.00 12,500.00 68432 CDTFA2 California Department of Tax & Fee Admin 02/27/2023 0.00 348.89 68433 CHAMAR R. Martin Chavez 02/27/2023 0.00 75.00
68434 CHAMPCAtl Champ Camp LLC 02/27/2023 0.00 200.00
68435 CHEADR Adriana Cherry 02/27/2023 0.00 155.00
68436 COTTON Cotton,Shires & Associates,Inc 02/27/2023 0.00 106,675.75 68437 CRASSOC Chen Ryan Associates, Inc. 02/27/2023 0.00 26,862.75 68438 CRPRINT CR PRINT 02/27/2023 0.00 2,903.04
68439 CSGCON CSG Consultants, Inc. 02/27/2023 0.00 8,787.50 68440 CUSUMICH Michael Cusumano 02/27/2023 0.00 903.00
68441 DEPTTRA State of California Department of Transpor1 02/27/2023 0.00 15,367.72 AP Checks by Date - Summary by Check Number (3/1/2023 I 0:36 AM) Page I DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Check No Vendor No Vendor Name Check Date Void Checks Check Amount 68442 ENCINAL 4310 Encinal WC, LLC 02/27/2023 0.00 450.00 68443 FLAMEMAI FlameMapper LLC 02/27/2023 0.00 12,001.15 68444 FRONTIER Frontier California Inc 02/27/2023 0.00 1,634.27 68445 Grainger W.W. Grainger,Inc 02/27/2023 0.00 37.77
68446 HADMAR Marielle Hadid 02/27/2023 0.00 130.00
68447 HASSNAT Nathan Hassall 02/27/2023 0.00 800.00
68448 IPC INC Integrated Performance Consultants Inc 02/27/2023 0.00 119,600.63 68449 JLEEENG JLee Engineering, Inc. 02/27/2023 0.00 13,600.00 68450 JOBSAVA Jobs Available Inc 02/27/2023 0.00 1,120.00 68451 KASRAIE Hassan Kasraie 02/27/2023 0.00 30,158.00
68452 LACOANI LA Co Animal Care & Control 02/27/2023 0.00 4,581.70 68453 LACOCLE LA County Registrar-Recorder LA Co Cieri 02/27/2023 0.00 75.00 68454 LACOSHE LA Co Sheriff's Department 02/27/2023 0.00 789,664.10 68455 LEMMOR Richard Lemmo 02/27/2023 0.00 4,102.00
68456 LIBERTY Liberty Printing & Embroidery 02/27/2023 0.00 116.00 68457 LKJPPRO Lisa A. Bums 02/27/2023 0.00 13,450.00
68458 MALAQUA Malibu Aquatics Foundation 02/27/2023 0.00 5,460.63 68459 McCRORYC Charles McCrory 02/27/2023 0.00 450.00
68460 MCCSTEVE Steve McClary 02/27/2023 0.00 710.89
68461 MCMASTEF McMaster-Carr Supply Company 02/27/2023 0.00 40.77 68462 MLAGREEI\ MLA Green, Inc. 02/27/2023 0.00 3,545.67 68463 MOFFATT Moffatt & Nichol 02/27/2023 0.00 1,845.00 68464 NEXTEL Nextel / Sprint Communication 02/27/2023 0.00 306.90 68465 NEXTIVA Nextiva, Inc. 02/27/2023 0.00 3,812.76
68466 QUINTO Quinto Consulting, LP 02/27/2023 0.00 6,400.00 68467 RINCONC Rincon Consultants, Inc 02/27/2023 0.00 11 ,313.55 68468 SCAFCA SCA of CA, LLC 02/27/2023 0.00 6,900.00
68469 STEWD Doug Stewart 02/27/2023 0.00 613.98
68470 STORIV Stoel Rives LLP 02/27/2023 0.00 3,910.00
68471 SWRCB State Water Resources Control 02/27/2023 0.00 10,602.00 68472 TANNIN Ninon Tantet 02/27/2023 0.00 100.00
68473 TRENCH Tom Malloy Corporation 02/27/2023 0.00 1,848.00 68474 TRUNORTH True North Compliance Services, Inc. 02/27/2023 0.00 19,949.22 68475 VENTTRA Ventura Transit System, Inc. 02/27/2023 0.00 4,206.25 68476 WYLSHI Shifra Ellen Wylder 02/27/2023 0.00 800.00 68477 XEROXFIN Xerox Corporation 02/27/2023 0.00 1,201.21 68478 YEHASSOC Yeh and Associates, Inc. 02/27/2023 0.00 20,443.17 68479 YUNEX Siemens Mobility. Inc. 02/27/2023 0.00 3,631.41 68480 BlueShie Blue Shield of California 02/28/2023 0.00 1,397.97 68481 CASTDIS California State Disbursement Unit 02/28/2023 0.00 339.69 68482 DELTADE Delta Dental of California 02/28/2023 0.00 8,189.01 68483 ICMA457 ICMA-MissionSquare Retirement- 303615 02/28/2023 0.00 15,986.58 68484 ICMACM ICMA-MissionSquare Retirement- 108658 02/28/2023 0.00 542.31 68485 ICMADH ICMA-MissionSquare Retirement- 108650 02/28/2023 0.00 750.00 68486 MANAGED Managed Health Network 02/28/2023 0.00 175.56 68487 STANDARD Standard Insurance Company N2 02/28/2023 0.00 7,643.13 68488 STANDARD Standard Insurance Company N2 02/28/2023 0.00 259.43 68489 USBANK2 U.S. Bank 02/28/2023 0.00 905.57
Report Total (95 checks): 0.00 1,690,271.22
AP Checks by Date - Summary by Check Number (3/1/2023 10:36 AM) Page2 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Accounts Payable
Transactions by Account
User:

Printed:

Batch:
!tucker
03/01/2023 - 10:38AM
00000.00.0000
Checks from: 00068395 To: 00068489
Account Number
Section 1: 100
Section 2:0000
100-0000-2021-00
100-0000-2021-00
100-0000-2021-00
100-0000-2021-00
Section 2:0000
100-0000-2021-00
100-0000-2021-00
100-0000-2021-00
100-0000-2021-00
Section 2:0000
100-0000-34 31-00
Section 2:0000
100-0000-3464-00
Section 2:0000
Description
COBRA Payable
COBRA Payable
COBRA Payable
COBRA Payable
COBRA Payable
COBRA Payable
COBRA Payable
COBRA Payable
Public Works Project Review F
Youth Sports Program Fees
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Blue Shield of California
Blue Shield of California
Blue Shield of California
Blue Shield of California
Delta Dental of California
Delta Dental of California
Delta Dental of California
Delta Dental of California
4310 Encinal WC, LLC
Marielle Hadid
Description Check No Amount
PR 16.02.2023 Vision Care-Cobra-Sh, 68480 27.83
PR 16.02.2023 Vision Care-Cobra-Kai 68480 9.45
PR 16.02.2023 Vision Care-Cobra-Sat 68480 9.45
PR 16.02.2023 Vision Care-Cobra-Mc 68480 9.45
Vendor Subtotal for Section 2:0000 56.18
PR 16.02.2023 Dental Insurance-Cobr 68482 50.06
PR 16.02.2023 Dental Insurance-Cobr 68482 157.75
PR 16.02.2023 Dental Insurance-Cobr 68482 50.06
PR 16.02.2023 Dental Insurance-Cobr 68482 50.06
Vendor Subtotal for Section 2:0000 307.93
Refund - PW Review Not Required - I 68442 450.00
Vendor Subtotal for Section 2:0000 450.00
Refund - Beg. Tennis 68446 130.00
Vendor Subtotal for Section 2:0000 130.00

Page 1 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 100-0000-3466-00 Swim Use & Program Fee Adriana Cherry Refund - Swim Team 68435 155.00 Vendor Subtotal for Section 2:0000 155.00
Section 2:0000
100-0000-34 70-00 Community Classes Ariana Anderson Refund - Sewing Workshop Cancelled 68423 70.00 Vendor Subtotal for Section 2:0000 70.00
Section 2:0000
100-0000-34 70-00 Community Classes Grace Bene Refund - Parent and Me Tennis 68427 112.50 Vendor Subtotal for Section 2:0000 112.50
Section 2:0000
100-0000-34 70-00 Community Classes Mike Bunn Refund - Sewing Workshop Cancelled 68428 35.00 Vendor Subtotal for Section 2:0000 35.00
Section 2:0000
100-0000-34 70-00 Community Classes R. Martin Chavez Refund for 3 Students - Workshop Car 68433 75.00 Vendor Subtotal for Section 2:0000 75.00
Section 2:3001
100-3001-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 23.62 Vendor Subtotal for Section 2:3001 23.62
Section 2:3001
100-3001-5121-01 Street Sweeping SCA of CA, LLC Street Sweeping Services - Jan'23 68468 6,900.00 Vendor Subtotal for Section 2:3001 6,900.00
Section 2:3001
100-3001-5123-00 Storm Response Burns Pacific Construction Inc Task 4-Storm Response - Jan'23 68429 207,413.62 Vendor Subtotal for Section 2:3001 207,413.62
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page2 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Section 2:3001
100-3001-5123-00 Storm Response Lisa A. Bums Disposal Fees - Storm Debris Jan'23 68457 13,450.00 Vendor Subtotal for Section 2:3001 13,450.00
Section 2:3001
100-3001-5124-00 Traffic Signal Maintenance State of California Department of Tra PCH Signal Maintenance Oct to Dec 2 68441 15,367.72 Vendor Subtotal for Section 2:3001 15,367.72
Section 2:3001
100-3001-5124-00 Traffic Signal Maintenance Siemens Mobility. Inc. Traffic Signal Call Outs - Jan'23 68479 3,212.91 100-3001-5124-00 Traffic Signal Maintenance Siemens Mobility. Inc. Traffic Signal Maintenance - Jan'23 68479 418.50 Vendor Subtotal for Section 2:3001 3,631.41
Section 2:3007
100-3007-5610-00 Fae Maintenance-Civic Center Integrated Performance Consultants I Operations/Maint-CCSTF - Jan'23 68448 3,913.00 Vendor Subtotal for Section 2:3007 3,913.00
Section 2:3007
100-3007-5610-01 Fae Maintenance-Paradise Cove Integrated Performance Consultants I Operations/Maint-PCSTF- Jan'23 68448 3,913.00 Vendor Subtotal for Section 2:3007 3,913.00
Section 2:3007
100-3007-5655-00 Stormwater Monitoring Integrated Performance Consultants I Monitoring - Jan'23 68448 100.00 Vendor Subtotal for Section 2:3007 100.00
Section 2:3008
100-3008-4203-00 Vision Insurance Blue Shield of California PR 16.02.2023 Vision Care-Senehi-M: 68480 27.83 Vendor Subtotal for Section 2:3008 27.83
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page3 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Section 2:3008
100-3008-4204-00 Dental Insurance Delta Dental of California PR 16.02.2023 Dental Insurance-Senel 68482 157.75 Vendor Subtotal for Section 2:3008 157.75
Section 2:3008
I 00-3008-4205-00 Life Insurance Standard Insurance Company N2 PR 16.02.2023 Life Insurance-Senehi- 68487 12.21 Vendor Subtotal for Section 2:3008 12.21
Section 2:3008
100-3008-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 59.43 Vendor Subtotal for Section 2:3008 59.43
Section 2:3008
100-3008-4213-00 Empast Health Managed Health Network PR 16.02.2023 Employee Assistance-~ 68486 2.09 Vendor Subtotal for Section 2:3008 2.09
Section 2:3008
100-3008-5100-00 Professional Seivices American Guard Services, Inc Crossing Guard Program - Jan'23 68421 2,938.68 Vendor Subtotal for Section 2:3008 2,938.68
Section 2:3008
I 00-3008-5100-00 Professional Seivices Moffatt & Nichol FEMA Consult Svcs-Coast Flood Map 68463 1,845.00 Vendor Subtotal for Section 2:3008 1,845.00
Section 2:3008
I 00-3008-5210-00 Seivice Fees & Charges State Water Resources Control Annual Permit Fee - Phase I MS4 FY 68471 10,602.00 Vendor Subtotal for Section 2:3008 10,602.00
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page4 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Section 2:4001
100-4001-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 25.70 Vendor Subtotal for Section 2:4001 25.70
Section 2:4001
I 00-4001-5401-00 Advertising & Noticing 13 Stars Public Notice - Youth Commission 20: 68420 52.02 Vendor Subtotal for Section 2:4001 52.02
Section 2:4001
100-4001-5405-00 Printing Southwest Offset Printing Co., Inc. Spring 2023 Recreation Guide - Printi1 68416 9,038.58 Vendor Subtotal for Section 2:4001 9,038.58
Section 2:4001
100-4001 -5721-00 Telephone Frontier California Inc Phone - Charmlee Park Feb'23 68444 81.90 100-4001-5 721-00 Telephone Frontier California Inc Bluffs Park - Phone/Internet Feb'23 68444 560.32 Vendor Subtotal for Section 2:4001 642.22
Section 2:4002
100-4002-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 17.77 Vendor Subtotal for Section 2:4002 17.77
Section 2:4002
100-4002-5107-00 Contract Personnel Malibu Aquatics Foundation Swim Team and Masters Swim Progra 68458 5,460.63 Vendor Subtotal for Section 2:4002 5,460.63
Section 2:4006
I 00-4006-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 4.19 Vendor Subtotal for Section 2:4006 4.19
AP-Transactions by Account (03/01/2023 - 10:38 AM) PageS DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Section 2:4006
I 00-4006-5107-00 Contract Personnel Larry Chavez Basketball Referee 2/10/23 & 2/11 /23 68399 230.00 100-4006-5107-00 Contract Personnel Larry Chavez Basketball League Assignor Fees (2) 68399 800.00 Vendor Subtotal for Section 2:4006 1,030.00
Section 2:4006
100-4006-5107-00 Contract Personnel Kevin R Kenney Middle School Basketball Referee 2/11 68406 150.00 Vendor Subtotal for Section 2:4006 150.00
Section 2:4006
1 00-4006-5107-00 Contract Personnel Richard Lemmo Instructor - Basketball 12/3/22 - 2/111: 68455 1,582.00 100-4006-5107-00 Contract Personnel Richard Lemmo Instructor - K-1 Basketball Class 12/3/ 68455 2,520.00 Vendor Subtotal for Section 2:4006 4,102.00
Section 2:4006
100-4006-5107-00 Contract Personnel Ricky Morris Basketball Referee 2/11 /23 68412 130.00 Vendor Subtotal for Section 2:4006 130.00
Section 2:4006
100-4006-5107-00 Contract Personnel Peter L Vapor Basketball Referee 2/11 /23 68417 210.00 Vendor Subtotal for Section 2:4006 210.00
Section 2:4006
100-4006-5107-01 Contract Personnel-Girls Sport Champ Camp LLC Instructor Payment - Girls Skateboardi 68434 200.00 Vendor Subtotal for Section 2:4006 200.00
Section 2:4007
100-4007-5107-00 Contract Personnel Gaylene Cascione Instructor - Ballet 1 /13/22 - 3/24/23 68430 126.00 Vendor Subtotal for Section 2:4007 126.00
Section 2:4008
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page6 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 100-4008-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 4.87 Vendor Subtotal for Section 2:4008 4.87
Section 2:4010
100-4010-4 209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 11.90 Vendor Subtotal for Section 2:4010 11.90
Section 2:4010
100-4010-5130-00 Parks Maintenance Anawalt Lumber Co., Inc Co=unity Services - Supplies for Li1 68422 67.81 Vendor Subtotal for Section 2:4010 67.81
Section 2:4010
100-4010-5722-00 Electricity Southern California Edison Compan: Charmlee Park - 1/18/23 - 1/31/23 68415 41.14 Vendor Subtotal for Section 2:4010 41.14
Section 2:4012
100-4012-5107-00 Contract Personnel Nathan Hassall Arts in Education Poetry Workshops 1 68447 800.00 Vendor Subtotal for Section 2:4012 800.00
Section 2:4012
100-4012-5107-00 Contract Personnel Shifra Ellen Wylder Art/Poetry Workshops 1/9/23 - 2/6/23 68476 800.00 Vendor Subtotal for Section 2:4012 800.00
Section 2:7001
100-7001-4204-00 Dental Insurance Delta Dental of California PR 16.02.2023 Dental Insurance-Rigg 68482 194.08 Vendor Subtotal for Section 2:7001 194.08
Section 2:7001
100-7001 -5104-00 Lobbyist Services California Strategies & Advocacy LI Lobbying Services - Jan'23 68431 12,500.00 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page? DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Vendor Subtotal for Section 2 :700 I 12,500.00
Section 2:7001
100-7001-5300-00 Travel and Training Doug Stewart Reimb- Ca!Cities New Mayors & Cou 68469 613.98 Vendor Subtotal for Section 2:7001 613.98
Section 2:7001
100-7001-6160-00 Operating Supplies Conejo Awards City Council - Replacement Badge for 68402 47.75 Vendor Subtotal for Section 2:7001 47.75
Section 2:7002
100-7002-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 21.47 Vendor Subtotal for Section 2:7002 21.47
Section 2:7002
100-7002-5100-00 Professional Services Azur CART & Captioning Remote Closed Captioning Services - · 68397 1,732.50 Vendor Subtotal for Section 2:7002 1,732.50
Section 2:7003
100-7003-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 42.03 Vendor Subtotal for Section 2 :7003 42.03
Section 2:7003
100-7003-5100-00 Professional Services Baker Tilly US, LLP Comprehensive Development Servicei 68425 9,053.00 Vendor Subtotal for Section 2:7003 9,053.00
Section 2:7003
100-7003-5300-00 Travel and Training Steve McClary Reimb - Ca!Cities City Managers Con 68460 710.89 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 8 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Vendor Subtotal for Section 2:7003 710.89
Section 2:7005
100-7005-5100-00 Professional Services Stoel Rives LLP Legal Services Malibu SYTF Jan'23 68470 2,422.50 100-7005-5100-00 Professional Services Stoel Rives LLP Legal Services LCP Amendement Jan': 68470 1,487.50 Vendor Subtotal for Section 2:7005 3,910.00
Section 2:7005
100-7005-5101-00 General Legal Counsel Best Best & Krieger LLP General Legal Svcs - Jan'23 68426 27,255.00 Vendor Subtotal for Section 2 :7005 27,255.00
Section 2:7005
100-7005-5101-01 School District Separation Best Best & Krieger LLP School District Separation - Jan'23 68426 5,218.00 Vendor Subtotal for Section 2:7005 5,218.00
Section 2:7005
100-7005-5102-00 Litigation Best Best & Krieger LLP Litigation Svcs - Jan'23 68426 8,265.73 Vendor Subtotal for Section 2:7005 8,265.73
Section 2:7007
100-7007-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 -19.95 Vendor Subtotal for Section 2:7007 -19.95
Section 2:7007
100-7007-5100-00 Professional Services Gladwell Governmental Ser Inc Annual Retention Schedule Update - F 68404 350.00 Vendor Subtotal for Section 2 :7007 350.00
Section 2:7007
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page9 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 100-7007-5150-00 Elections FedEx Nomination Papers to/from LACo RR, 68403 38.55 Vendor Subtotal for Section 2:7007 38.55
Section 2:7007
100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Notice of Nominees fo1 68395 52.02 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Notice of Measure for '. 68395 58.14 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Ordinance No. 503 68395 2,252.00 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Summary of Ordinance 68395 52.02 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Inviting Commissioner 68395 566.08 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Summary of Ordinance 68395 52.02 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Summary of Ordinance 68395 52.02 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Ordinance No. 506 68395 64.26 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Ordinance No. 505U 68395 220.32 100-7007-5401-00 Advertising & Noticing 13 Stars Legal Notice - Summary of Ordinance 68395 52.02 Vendor Subtotal for Section 2:7007 3,420.90
Section 2:7021
100-7021-4205-00 Life Insurance Standard Insurance Company N2 PR 16.02.2023 Addi Life Insur-ADD-I 68488 -15.65 Vendor Subtotal for Section 2 :7021 -15.65
Section 2:7021
100-7021-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 15.12 Vendor Subtotal for Section 2 :7021 15.12
Section 2:7021
100-7021-5106-00 Animal Control LA Co Animal Care & Control Animal Control - Jan'23 68452 4,581.70 Vendor Subtotal for Section 2 :7021 4,581.70
Section 2:7021
100-7021-5115-00 Law Enforcement Services LA Co Sheriff's Department Law Enforcement Services - Illegal Ci 68409 3,228.41 100-7021 -5115-00 Law Enforcement Services LA Co Sheriff's Department Law Enforcement Services - Jan'23 68454 768,771.42 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 10 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Vendor Subtotal for Section 2 :7021 771,999.83
Section 2:7021
100-7021-5116-00 Law Enforcement Services LA Co Sheriff's Department Law Enforcement Services-Beach Tea 68409 21,111.75 Vendor Subtotal for Section 2:7021 21 ,111.75
Section 2:7021
100-7021-5721-00 Telephone Nextel / Sprint Communication Cell Phone 1/13/23 - 2/ 12/23 68464 136.74 Vendor Subtotal for Section 2 :7021 136.74
Section 2:702 I
100-7021-6160-01 VOP Operating Supplies Liberty Printing & Embroidery VOP Uniforms 68456 116.00 Vendor Subtotal for Section 2 :7021 116.00
Section 2:7021
100-7021-7800-00 Other Equipment FlameMapper LLC Beacon Boxes - Final Payment for the 68443 12,001.15 Vendor Subtotal for Section 2 :7021 12,001.15
Section 2:7054
100-7054-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 33.17 Vendor Subtotal for Section 2 :7054 33.17
Section 2:7054
I00-7054-5100-01 City Treasurer Quinto Consulting, LP City Treasurer Services - Nov'22 - Dec 68466 4,400.00 100-7054-5100-01 City Treasurer Quinto Consulting, LP City Treasurer Services - Oct'22 68466 2,000.00 Vendor Subtotal for Section 2 :7054 6,400.00
Section 2:7054
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 11 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 100-7054-5117-00 Film Permit Consultant Verizon Business Film Fax - Verizon Long Distance (7D 68418 0.02 Vendor Subtotal for Section 2:7054 0.02
Section 2:7054
100-7054-5210-00 Service Fees & Charges FedEx Late Fee - Nomination Papers to/from 68403 2.31 Vendor Subtotal for Section 2:7054 2.31
Section 2:7058
I 00-7058-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 SID/LTD 68487 18.94 Vendor Subtotal for Section 2:7058 18.94
Section 2:7058
100-7058-5320-00 Recruitment Expense CR PRINT Deputy City Manager Brochure 68438 424.86 Vendor Subtotal for Section 2:7058 424.86
Section 2:7058
I 00-7058-5320-00 Recruitment Expense Jobs Available Inc Recruitment Ad - Deputy City Managt 68450 560.00 100-7058-5320-00 Recruitment Expense Jobs Available Inc Recruitment Ad - Environmental Sustc 68450 560.00 Vendor Subtotal for Section 2:7058 1,120.00
Section 2:7058
100-7058-5320-00 Recruitment Expense Laboratory Corp. of America New Employee Lab Work (5) 68407 147.50 Vendor Subtotal for Section 2:7058 147.50
Section 2:7058
100-7058-5320-00 Recruitment Expense Charles McCrory Background Check - Building Inspect< 68459 450.00 Vendor Subtotal for Section 2:7058 450.00
Section 2:7058
100-7058-5320-00 Recruitment Expense Western City Magazine Job Board - City of Malibu - Emergen, 68419 300.00 100-7058-5320-00 Recruitment Expense Western City Magazine Job Board - City of Malibu - Deputy C 68419 300.00 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 12 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Vendor Subtotal for Section 2:7058 600.00
Section 2:7059
100-7059-4205-00 Life Insurance Standard Insurance Company N2 PR 16.02.2023 Life Insurance-Roundi1 68487 -0.05 Vendor Subtotal for Section 2:7059 -0.05
Section 2:7059
100-7059-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 5.86 100-7059-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD-Rounding 68487 0.05 Vendor Subtotal for Section 2 :7059 5.91
Section 2:7059
I 00-7059-5720-00 Offsite Storage Access Information Holdings LLC 2022 Offsite Records Service - Dec'22 68396 2,203.17 100-7059-5720-00 Offsite Storage Access Information Holdings LLC 2023 Offsite Records Services - Jan'23 68396 1,771.85 Vendor Subtotal for Section 2:7059 3,975.02
Section 2:7059
100-7059-5721-00 Telephone Nextel I Sprint Communication Cell Phone 1/13/23 - 2/ 12/23 68464 170.16 Vendor Subtotal for Section 2:7059 170.16
Section 2:7059
I 00-7059-5721-00 Telephone Nextiva, Inc. City Hall Phone Services - 2/18/23 - 3, 68465 3,812.76 Vendor Subtotal for Section 2 :7059 3,812.76
Section 2:7059
I 00-7059-5800-00 Equipment Leases Xerox Corporation Xerox Lease - C8155 Color Copier 1/: 68477 516.84 100-7059-5800-00 Equipment Leases Xerox Corporation Xerox Lease-HHZl71515-B8170 Digi 68477 684.37 Vendor Subtotal for Section 2:7059 I ,201.21
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 13 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section I: 101 Section 2:0000
101-0000-3414-00
Section 2:2001
101-2001-4209-00
Section 2:2001
101-2001 -5100-00
Section 2:2001
101-2001-5100-00
Section 2:2001
101-2001 -5100-00
Section 2:2001
101-2001 -5100-00
Section 2:2001
101-2001-5100-00
Section 2:2001
Description
Environmnt'l Health Review Fe
Disability Insurance Professional Services Professional Services Professional Services Professional Services Professional Services AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Michael Cusumano
Standard Insurance Company N2
Civic Solutions, Inc
Joseph D Smith
Cotton,Shires & Associates,Inc CSG Consultants, Inc.

Lorrie Feinberg
Description Check No Amount
Subtotal for Section 1: I 00 1,196,326.18
Refund - EH Review Not Required - ll 68440 903.00
Vendor Subtotal for Section 2:0000 903.00
PR 16.02.2023 STD/LTD 68487 95.28
Vendor Subtotal for Section 2 :200 I 95.28
Contract Planning Services - Jan'23 68400 30,063.75
Vendor Subtotal for Section 2:2001 30,063.75
Planning Services Jan'23 68401 27,408.50
Vendor Subtotal for Section 2:2001 27,408.50
General Consulting Services - Jan'23 68436 1,134.00
Vendor Subtotal for Section 2:2001 1,134.00
Planning Consultant Services - Jan'23 68439 8,787.50
Vendor Subtotal for Section 2 :200 I 8,787.50
Database Updates- Planning - Jan'23 68405 7,393.75
Vendor Subtotal for Section 2:2001 7,393.75

Page 14 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 101-2001-5100-00 Professional Services JLee Engineering, Inc. Contract Planner - Jan'23 68449 13,600.00 Vendor Subtotal for Section 2:2001 13,600.00
Section 2:2001
101-2001 -5100-00 Professional Services Joyce Parker-Bozylinski General Planning Consulting Services 68414 4,200.00 Vendor Subtotal for Section 2:2001 4,200.00
Section 2:2001
101-2001 -5210-00 Service Fees & Charges LA County Registrar-Recorder LA Cc CEQAFiling- 21212 Pacific Coast Hi 68453 75.00 Vendor Subtotal for Section 2 :200 I 75.00
Section 2:2001
101-2001-5401-00 Advertising & Noticing 13 Stars Notice of Public Hearing - Appeal No. 68395 146.88 101-2001-5401-00 Advertising & Noticing 13 Stars Notice of Public Hearing- Ordinance 68420 141.52 101-2001 -5401-00 Advertising & Noticing 13 Stars Notice of Public Hearing - 21 Day 68420 162.18 101-2001-5401-00 Advertising & Noticing 13 Stars Notice of Public Hearing - Designated 68420 141.52 101-2001 -5401-00 Advertising & Noticing 13 Stars Notice of Public Hearing- 10 Day 68420 156.06 Vendor Subtotal for Section 2 :200 I 748.16
Section 2:2001
101-2001-5401-00 Advertising & Noticing CRPRINT Legal Postcard Mailers 68438 237.94 101-2001-5401-00 Advertising & Noticing CRPRINT Legal Postcard Mailers 68438 195.10 101-2001 -5401-00 Advertising & Noticing CRPRINT Legal Postcard Mailers 68438 261.04 101-2001-5401-00 Advertising & Noticing CRPRINT Legal Postcard Mailers 68438 369.36 Vendor Subtotal for Section 2 :200 I 1,063.44
Section 2:2004
101-2004-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 92.22 Vendor Subtotal for Section 2:2004 92.22
Section 2:2004
I 01 -2004-5100-00 Professional Services Cotton,Shires & Associates,Inc Coastal Eng Review - Jan'23 68436 8,977.50 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 15 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 101-2004-5100-00 Professional Services Cotton,Shires & Associates,Inc Geo Review - Jan'23 68436 36,833.75 101-2004-5100-00 Professional Services Cotton,Shires & Associates,Inc Admin - Jan'23 68436 3,321.00 101-2004-5100-00 Professional Services Cotton,Shires & Associates,Inc Counter Hours - EH - Jan'23 68436 3,160.00 101-2004-5100-00 Professional Services Cotton,Shires & Associates,Inc Counter Hours - Geo/Coastal Review • 68436 11,745.00 Vendor Subtotal for Section 2:2004 64,037.25
Section 2:2004
101-2004-5100-00 Professional Services Lorrie Feinberg Database Updates-Building Safety - Ja 68405 698.75 Vendor Subtotal for Section 2:2004 698.75
Section 2:2004
101-2004-5100-00 Professional Services True North Compliance Services, Inc Inspections - Jan'23 68474 9,360.00 101-2004-5100-00 Professional Services True North Compliance Services, Inc Counter Permit Tech - Jan'23 68474 1,885.00 IO 1-2004-5100-00 Professional Services True North Compliance Services, Inc Counter Permit Tech - Jan'23 68474 5,850.00 Vendor Subtotal for Section 2:2004 17,095.00
Section 2:2004
101-2004-5405-00 Printing CR PRINT Printing - Notice Form 68438 707.37 101-2004-5405-00 Printing CR PRINT Printing - Notice Form 68438 707.37 Vendor Subtotal for Section 2:2004 1,414.74
Section 2:2010
101-2010-4209-00 Disability Insurance Standard Insurance Company N2 PR 16.02.2023 STD/LTD 68487 11.20 Vendor Subtotal for Section 2:2010 11.20
Section 2:2010
101-2010-5100-00 Professional Services Cotton,Shires & Associates,Inc EH Reviews - Jan'23 68436 6,717.00 Vendor Subtotal for Section 2:2010 6,717.00
Section 2:2010
101-2010-5100-00 Professional Services Lorrie Feinberg Database Updates-Water Module - Jan 68405 65.00 Vendor Subtotal for Section 2:2010 65.00
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 16 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section 2:2012
101-2012-4203-00
Section 2:2012
101-2012-4204-00
Section 2:2012
101-2012-4209-00
Section 2:3003
101-3003-4209-00
Section I: 102
Section 2:3002
102-3002-5100-03 102-3002-5100-03 102-3002-5100-03
Section 2:3002
102-3002-5100-03 102-3002-5100-03
Description
Vision Insurance
Dental Insurance Disability Insurance Disability Insurance Fire Rebuilds - ESD Fire Rebuilds - ESD Fire Rebuilds - ESD Fire Rebuilds - ESD Fire Rebuilds - ESD AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Blue Shield of California
Delta Dental of California
Standard Insurance Company N2 Standard Insurance Company N2 Cotton,Shires & Associates,Inc
Cotton,Shires & Associates,Inc Cotton,Shires & Associates,Inc True North Compliance Services, Inc
True North Compliance Services, Inc
Description Check No PR 16.02.2023 Vision Care-Rodriguez 68480 Vendor Subtotal for Section 2:2012
PR 16.02.2023 Dental Insurance-Rodr 68482
Vendor Subtotal for Section 2:2012
PR 16.02.2023 STD/LTD 68487
Vendor Subtotal for Section 2:2012
PR 16.02.2023 STD/LTD 68487
Vendor Subtotal for Section 2:3003
Subtotal for Section 1: IO 1
EH Review - Woolsey Fire Jan'23
Geo Review - Woolsey Fire - Jan'23
Counter Hours - Woolsey Fire Jan'23
Woolsey Fire Rebuild Plan Review - J:

Inspections - Woolsey Fire Jan'23
68436 68436 68436
Vendor Subtotal for Section 2:3002
68474 68474
Vendor Subtotal for Section 2:3002
Amount
-27.83 -27.83
-157.75
-157.75

29.67 29.67

17.70 17.70
185,465.33
6,420.00
22,464.50
5,903.00
34,787.50
1,359.22
1,495.00
2,854.22

Page 17 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section 2:9207
102-9207-5100-00
Section I: I 03
Section 2:9050
103-9050-4209-00
Section 2:9050
I 03-9050-5610-00
Section 2:9050
I 03-9050-5610-00
Section 2:9050
I 03-9050-5610-00
Section 2:9050
I 03-9050-5610-00
103-9050-5610-00
I 03-9050-5610-00 I 03-9050-5610-00
Section 2:9050
Description
Latigo Canyon Rdway/Retaining
Disability Insurance Facilities Maintenance Facilities Maintenance Facilities Maintenance Facilities Maintenance Facilities Maintenance
Facilities Maintenance Facilities Maintenance
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Tom Malloy Corporation
Standard Insurance Company N2
Burns Pacific Construction Inc
California Department of Tax & Fee
W.W. Grainger,Inc Master Cooling Corporation Master Cooling Corporation Master Cooling Corporation Master Cooling Corporation Description Check No Amount
Temporary Shoring Plates - Latigo Cai 68473 1,848.00
Vendor Subtotal for Section 2:9207 1,848.00
Subtotal for Section I: I 02 39,489.72
PR 16.02.2023 STD/LTD 68487 5.46
Vendor Subtotal for Section 2:9050 5.46
Other Maintenance Task- City Hall - F 68398 370.78
Vendor Subtotal for Section 2:9050 370.78
Aqua Chem-Feb'23 Water Treatment - 68432 348.89
Vendor Subtotal for Section 2:9050 348.89
City Hall - IT Office Lockset Cylinder 68445 37.77
Vendor Subtotal for Section 2:9050 37.77
City Hall HVAC Repair-Air 68411 660.00
City Hall HVAC Repair - CW Valve A 68411 360.00
City Hall HVAC Repair - CW Valve A 68411 360.00
City Hall HVAC Repair - CW Valve A 68411 360.00
Vendor Subtotal for Section 2:9050 1,740.00

Page 18 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
103-9050-6300-00
Section 1: 203 Section 2:3009
203-3009-5145-00
Section I : 207
Section 2:3004
207-3004-5401-00
Section 1: 211
Section 2:7021
211-7021-5115-00
Section 1: 215
Section 2:7070
215-7070-5931-01
Description
Tools & Minor Equipment
Dial A Ride Services
Advertising & Noticing
Law Enforcement Services Labor Exchange
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
McMaster-Carr Supply Company
Ventura Transit System, Inc.
13 Stars
LA Co Sheriff's Department
Malibu Comm Labor Exchange
Description Check No
Carbide Drill Bits 68461
Vendor Subtotal for Section 2:9050
Subtotal for Section 1: I 03
City of Malibu Dial-A-Ride Program J 68475
Vendor Subtotal for Section 2:3009
Subtotal for Section I: 203
Ad - Tree Recycling 68420
Vendor Subtotal for Section 2:3004
Subtotal for Section 1: 207
Law Enforcement Services-Brulte/Sttc 68454
Vendor Subtotal for Section 2 :7021
Subtotal for Section 1: 211
CDBG Day Labor Exchange - Jan'23 68410
Amount

40.77 40.77
2,543.67
4,206.25
4,206.25 4,206.25
268.00 268.00 268.00
20,892.68 20,892.68 20,892.68
667.00

Page 19 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section I: 290
Section 2:6002
290-6002-5100-00
Section 2:6002
290-6002-7903-00
Section I: 291
Section 2:6003
29 I -6003-5 1 00-00
Section 1: 292
Section 2:6004
292-6004-5100-00
Description Professional Services
Storm Drain Improvements
Professional Services Professional Services
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Yeh and Associates, Inc.

Yeh and Associates, Inc.

Yeh and Associates, Inc.

Yeh and Associates, Inc.

Description Check No
Vendor Subtotal for Section 2:7070
Subtotal for Section 1: 215
Big Rock Mesa AD 98-1 Monitoring/JI 68478
Vendor Subtotal for Section 2:6002
Big Rock Mesa AD 98-1 Capital Impr, 68478
Vendor Subtotal for Section 2:6002
Subtotal for Section I: 290
Malibu Rd AD 98-3 Monitoring/Main1 68478
Vendor Subtotal for Section 2:6003
Subtotal for Section I: 291
Calle de! Barco AD 98-2 Monitoring/JI 68478
Vendor Subtotal for Section 2:6004
Subtotal for Section I: 292
Amount
667.00 667.00
16,623.36 16,623.36
137.50
137.50
16,760.86
1,635.00
1,635.00 1,635.00
2,047.31 2,047.31 2,047.31

Page 20 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section 1: 310
Section 2:9002
310-9002-7901-00
Section 2:9100
310-9100-5100-00
Section 1: 500
Section 2:7008
500-7008-5100-00
Section 2:7008
500-7008-5130-00
Section 1: 515
Section 2:3010
515-3010-5611-00
Section 2:3010
515-3010-5640-00
Description
Street Improvements
PCH/francas Cnyn Rd Right-tum
Professional Services Park Maintenance WWTF Maintenance Equipment Maintenance
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Hassan Kasraie
Chen Ryan Associates, Inc.

MLA Green, Inc.

Anawalt Lumber Co., Inc
Integrated Performance Consultants I
Integrated Performance Consultants I
Description Check No
On Call Engineering - Morning View I 68451
Vendor Subtotal for Section 2:9002
Engineer&Design Services - PCH Rig 68437
Vendor Subtotal for Section 2:9100
Subtotal for Section 1: 310
Landscape Assessment & Design Serv 68462
Vendor Subtotal for Section 2:7008
Community Services - Legacy Park St 68422
Vendor Subtotal for Section 2:7008
Subtotal for Section 1: 500
Operation, Maintenance, Management 68448
Vendor Subtotal for Section 2:3010
Equipment & Maintenance-CCWWTF 68448
Amount
30,158.00
30,158.00
26,862.75 26,862.75
57,020.75
3,545.67 3,545.67

30.65 30.65
3,576.32
96,338.25
96,338.25
14,685.98

Page 21 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section 2:3010
515-3010-5656-00
Section 2:3010
515-3010-5721-00
Section 2:3010
515-3010-5721-00
Section 2:3010
515-3010-6160-00
Section 2:3010
515-3010-6500-00
Section 1: 601 Section 2:3005
601 -3005-6330-00
Description Water Quality Test/Monitoring
Telephone Telephone
Operating Supplies
Motor Fuel
Vehicle Repair & Maintenance
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Rincon Consultants, Inc
Badger Meter, Inc. Frontier California Inc
Integrated Performance Consultants I
Integrated Performance Consultants I
Vasudevan Naicker
Description Check No Amount
Vendor Subtotal for Section 2:3010 14,685.98
CCWWTF Water Quality Monitoring : 68467 11,313.55
Vendor Subtotal for Section 2:3010 11 ,313.55
Meter Monitoring Jan'23 68424 39.16
Vendor Subtotal for Section 2:3010 39.16
Phone - CCWWTF 2/4/23 - 3/3/23 68444 155.14
Vendor Subtotal for Section 2:3010 155.14
Operating Supplies-CCWWTF - Jan'2: 68448 157.65
Vendor Subtotal for Section 2:3010 157.65
Motor Fuel-CCWWTF - Jan'23 68448 492.75
Vendor Subtotal for Section 2:3010 492.75
Subtotal for Section 1: 515 123,182.48
Car Wash - City Vehicles 2/9/23 68413 105.00
Vendor Subtotal for Section 2:3005 105.00

Page 22 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number
Section 1: 602
Section 2:7060
602-7060-4209-00
Section 2:7060
602-7060-5721-00
Section I: 710
Section 2:0000
710-0000-2270-12
Section 2:0000
710-0000-22 70-54
Section I: 900 Section 2:0000
900-0000-2023-00
Description Disability Insurance
Telephone
Parks - Security Deposits Recorded Document Fees
Vision Insurance
AP-Transactions by Account (03/01/2023 - 10:38 AM)
Vendor
Standard Insurance Company N2
Frontier California Inc
Ninon Tantet
LA Co Registrar Recorder/Cty Clerk
Blue Shield of California
Description Check No Amount
Subtotal for Section 1: 601 105.00
PR 16.02.2023 STD/LTD 68487 18.20
Vendor Subtotal for Section 2:7060 18.20
City Hall Internet - 2/13/23-3/12/23 68444 836.91
Vendor Subtotal for Section 2:7060 836.91
Subtotal for Section 1: 602 855.11
Refund for Security Deposit - Bluffs P 68472 100.00
Vendor Subtotal for Section 2:0000 100.00
Recorded Document Fee - Nov'22 68408 31.00
Vendor Subtotal for Section 2 :0000 31.00
Subtotal for Section I: 7 IO 131.00
PR Batch 70016.02.2023 Vision Care 68480 1,341.79
Vendor Subtotal for Section 2:0000 1,341.79

Page 23 ends

DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount Section 2:0000
900-0000-2024-00 Dental Insurance Delta Dental of California PR Batch 70016.02.2023 Dental Insur, 68482 7,687.00 Vendor Subtotal for Section 2:0000 7,687.00
Section 2:0000
900-0000-2025-00 Life Insurance Standard Insurance Company N2 PR Batch 70016.02.2023 Life Insuram 68487 1,088.54 Vendor Subtotal for Section 2:0000 1,088.54
Section 2:0000
900-0000-2025-01 Additional Life Insurance Standard Insurance Company N2 PR Batch 70016.02.2023 Additional L 68488 275.08 Vendor Subtotal for Section 2:0000 275.08
Section 2:0000
900-0000-2026-00 STD/LTD Standard Insurance Company N2 PR Batch 40002.02.2023 STD/LTD 68487 3,036.61 900-0000-2026-00 STD/LTD Standard Insurance Company N2 PR Batch 70016.02.2023 STD/LTD 68487 2,971.92 Vendor Subtotal for Section 2:0000 6,008.53
Section 2:0000
900-0000-202 7-00 Employee Assistance Managed Health Network PR Batch 70016.02.2023 Employee A: 68486 173.47 Vendor Subtotal for Section 2:0000 173.47
Section 2:0000
900-0000-2041-00 PARS U.S. Bank PR Batch 70016.02.2023 PARS - EE~ 68489 748.61 900-0000-2041-00 PARS U.S. Bank PR Batch 70016.02.2023 PARS - ER~ 68489 156.96 Vendor Subtotal for Section 2:0000 905.57
Section 2:0000
900-0000-2042-00 Deferred Compensation 457 ICMA-MissionSquare Retirement - 3 PR Batch 70016.02.2023 ER Contribu 68483 3,050.00 AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 24 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01 Account Number Description Vendor Description Check No Amount 900-0000-2042-00 Deferred Compensation 457 ICMA-MissionSquare Retirement - 3 PR Batch 70016.02.2023 ICMADefC 68483 10,840.39 900-0000-2042-00 Deferred Compensation 457 ICMA-MissionSquare Retirement - 3 PR Batch 70016.02.2023 ICMADefC 68483 1,224.25 Vendor Subtotal for Section 2:0000 15,114.64
Section 2:0000
900-0000-204 2-0 I ICMA Loan Program ICMA-MissionSquare Retirement - 3 PR Batch 70016.02.2023 ICMALoan 68483 871.94 Vendor Subtotal for Section 2:0000 871.94
Section 2:0000
900-0000-2043-00 Deferred Compensation 401 ICMA-MissionSquare Retirement - I PR Batch 70016.02.2023 ICMA - City 68484 542.31 Vendor Subtotal for Section 2:0000 542.31
Section 2:0000
900-0000-2043-00 Deferred Compensation 401 ICMA-MissionSquare Retirement - I PR Batch 70016.02.2023 ICMA- Dep 68485 750.00 Vendor Subtotal for Section 2:0000 750.00
Section 2:0000
900-0000-2065-00 Miscellaneous Withholdings California State Disbursement Unit PR Batch 70016.02.2023 Income With 68481 339.69 Vendor Subtotal for Section 2:0000 339.69
Subtotal for Section I: 900 35,098.56
Report Total: 1,690,271.22
AP-Transactions by Account (03/01/2023 - 10:38 AM) Page 25 DocuSign Envelope ID: 93AD1200-1731-425D-81CA-555553CD6A01

Page 1 of 1 ends

Agenda Item # 3.B.3.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Kelsey Pettijohn, City Clerk
Approved by: Steve McClary, City Manager
Date prepared: March 1, 2023 Meeting date: March 13, 2023 Subject: Approval of Minutes
RECOMMENDED ACTION: Approve the minutes for the February 28, 2022 Malibu City Council Regular meeting.

FISCAL IMPACT: There is no fiscal impact associated with the recommended action.

WORK PLAN: This item was not included in the Adopted Work Plan for Fiscal Year 2022-2023. This is part of normal staff operations.

DISCUSSION: Staff has prepared draft minutes for the Council meeting of February 28, 2022.

ATTACHMENTS:

February 28, 2022 Regular meeting
City Council Meeting
03-13-23
Item

3.B.3.

MINUTES

MALIBU CITY COUNCIL

REGULAR MEETING
FEBRUARY 28, 2022

TELECONFERENCED - VARIOUS LOCATIONS
6:30 P.M.

The following meeting was held pursuant to AB 361 and fully teleconferenced from various locations during the coronavirus disease (COVID-19) pandemic.

CALL TO ORDER
Mayor Grisanti called the meeting to order at 6:30 p.m.

ROLL CALL
The following persons were recorded in attendance via teleconference by the Recording Secretary:

PRESENT: Mayor Paul Grisanti; Mayor Pro Tem Bruce Silverstein; and Councilmembers Karen Farrer, Mikke Pierson, and Steve Uhring
ALSO PRESENT: John Cotti, Interim City Attorney; Steve McClary, Interim City Manager; Ruth Quinto, Interim Assistant City Manager/City Treasurer; Kelsey Pettijohn, City Clerk; Jesse Bobbett, Community Services Director; Richard Mollica, Planning Director; Yolanda Bundy, Environmental Sustainability Director; Rob DuBoux, Public Works Director; Susan Dueñas, Public Safety Manager; Elizabeth Shavelson, Assistant to the City Manager; Christine Shen, Environmental Sustainability Analyst; Adrian Fernandez, Assistant Planning Director; and Tyler Eaton, Senior Planner

PLEDGE OF ALLEGIANCE
Mayor Grisanti led the Pledge of Allegiance.

APPROVAL OF AGENDA
MOTION Mayor Pro Tem Silverstein moved, and Councilmember Pierson seconded a motion to approve the agenda.

The Council held a moment of silence for the residents of Ukraine.

FRIENDLY AMENDMENT
Mayor Grisanti moved to adjourn the meeting in memory of Carlye Rudkin.

The question was called, and the motion carried unanimously.

REPORT ON POSTING OF AGENDA
City Clerk Pettijohn reported that the agenda for the meeting was properly posted on February 17, 2022, with the amended agenda posted on February 24, 2022.

Malibu City Council
Minutes of February 28, 2022

Page 2 of 9 ends

_________________________
ITEM 1 CEREMONIAL/PRESENTATIONS
A. Presentation on Community Composting Programs
Cecilie Stuart, Full Circle Compost, presented information on Full Circle Compost’s composting projects in the Malibu community.

ITEM 2.A. PUBLIC COMMENTS
Jan Stevens requested the Council allow additional filming days to be permitted this year since much filming was cancelled during the COVID-19 pandemic and after the Woolsey Fire.

Steve Graham indicated support for Jan Stevens’ comments. He stated people were excited to return to filming in Malibu.

Bill Sampson discussed Pacaso properties. He stated these businesses did not contribute to the community and attempted to circumvent zoning regulations.

Alex Stein discussed his plans to create online content targeting the Councilmembers.

Scott Hillman presented a video about the Malibu Film Society. He discussed his service on the Malibu Film Society Board and the Film Society’s role in the community. He asked the Council to support the permitting of Malibu Film Society events.

Karen York discussed the founding of the Malibu Film Society. She requested the Council support Malibu Film Society events.

David Reznick discussed his service on the Malibu Film Society Board. He stated there had been discussions about the creation of a performing arts center in Malibu.

He stated without a performing arts center there were very few venues in the City for film events. He stated religious institutions were often a good fit for their events.

Donald Tannenbaum discussed his service on the Malibu Film Society Board and his work in the film industry.

Paula Mae Schwartz discussed her appreciation for the arts. She requested the City help find a venue for Malibu Film Society events.

John Johannessen discussed his involvement with the Malibu Film Society. He stated the Malibu Film Society had begun scheduling screenings again as the COVID-19 pandemic ended but their event was cancelled by the City.

Bianca Torrence discussed her involvement with the Malibu Film Society. She Malibu City Council
Minutes of February 28, 2022

Page 3 of 9 ends

_________________________
requested the Council support the permitting of Malibu Film Society events.

Andy VomSteeg, Malibu Pacific Church, discussed the importance of serving the community with the church’s space. He stated he welcomed the Malibu Film Society using the space.

E. Barry Haldeman discussed his service on the Malibu Film Society Board. He discussed the Film Society’s role in the community. He asked the Council to support the permitting of Malibu Film Society events.

Scott Tallal discussed the Malibu Film Society events that could not be held this year. He stated the Malibu Film Society was founded to build community.

Jo Drummond indicated support for the Malibu Film Society. She recommended the Council adopt an urgency ordinance addressing time shares and fractional ownership structures. She stated three car show rooms would be opening soon and discussed regulations prohibiting car show rooms in the City.

Alan Mirman expressed concern that one group could dominate a meeting with public comment.

Kraig Hill indicated support for film events. He stated the Planning Commission followed the existing law when considering the Malibu Synagogue’s Conditional Use Permit (CUP).

ITEM 2.B. COMMISSION / COMMITTEE / CITY MANAGER UPDATES Interim City Manager McClary discussed dropping COVID-19 rates. He stated City Hall reopened last Tuesday and face masks were required. He stated he attended the Malibu Chamber of Commerce’s State of the City event and the installation of a fire beacon box on Big Rock Drive. He stated he was preparing a report on the fire developer fees collected in the City. He thanked Los Angeles County Sheriff’s Department Captain Chuck Becerra for his service and wished him well in his next position. He stated Joseph Fender had been appointed as the Acting Captain.

Public Safety Manager Dueñas discussed staff’s efforts to identify a location to be used as a day use impound yard in the City during the summer. She stated the City’s property at Heathercliff Road and Pacific Coast Highway (PCH) may be used as a day use impound yard. She stated the Public Safety Commission would discuss this proposal on March 2, 2022.

Acting Captain Fender, Los Angeles County Sheriff’s Department, stated he was thankful for the opportunity to serve and discussed his background with the Lost Hills Sheriff Station. He stated he anticipated a permanent captain would be appointed in June or July 2022.

Malibu City Council
Minutes of February 28, 2022

Page 4 of 9 ends

_________________________
Assistant Fire Chief Drew Smith, Los Angeles County Fire Department, stated he looked forward to working with Acting Captain Fender. He reported there had not been a reduction in staffing at the stations in and around Malibu during the COVID19 pandemic. He discussed recent fire responses and praised the firefighters for their work. He discussed that City’s Fire Safety Liaison and praised how that role improved the City’s fire preparedness and supported the City’s relationship with the Fire Department.

Acting Lieutenant Chad Watters, Los Angeles County Sheriff’s Department, discussed the monthly crime report. He discussed an operation last Saturday targeting people racing in the canyons and on PCH. He stated six illegally parked motor homes had left the area over the last week.

ITEM 2.C. SUBCOMMITTEE REPORTS / COUNCIL COMMENTS
Councilmember Farrer stated she had participated in many Malibu Film Society events. She questioned what changed in the permitting of Malibu Film Society events. She thanked the representatives from the Fire Department and Sheriff’s Department representatives for their updates. She stated she participated in the State of the City event and thanked the Malibu Chamber of Commerce for organizing the event.

Councilmember Pierson stated he did not know enough about the film permitting program to suggest a solution. He stated the Temporary Use Permit system need to be updated to consider the scale and time of the event. He questioned what changed in the permitting of Malibu Film Society events. He indicated support for building a performing arts center. He welcomed Acting Captain Fender and Acting Lieutenant Watters to Malibu and thanked Assistant Chief Smith for his update. He stated he has been working on the Community Fire Brigade and attended a Community Fire Brigade training in Big Rock Mesa. He requested anyone who had issues with their Woolsey Fire rebuild email him. He stated he had been contacted about working on a streamlined permitting process for solar projects. He stated he attended the installation of a fire beacon box on Big Rock Drive.

Councilmember Uhring stated his heart went out to people in Ukraine. He thanked Acting Captain Fender, Acting Lieutenant Watters, and Assistant Chief Smith for their updates. He stated he attended a Santa Monica Bay Restoration Commission meeting and discussed that organization’s projects.

In response to Councilmember Uhring, Public Safety Manager Dueñas stated would schedule a Special City Council meeting for the Council to discuss the Homelessness Task Force’s report.

Councilmember Uhring requested residents suggest ways to recognize Walt and Lucille Keller’s contributions to the City. He discussed the accident on Malibu Canyon on Saturday and the dangers of speeding. He stated he had received complaints about the unpermitted car shows in the City. He suggested the City Malibu City Council
Minutes of February 28, 2022

Page 5 of 9 ends

_________________________
explore technological solutions to enforce speed limits, such as license plate readers. He stated he had heard from some realtors that many of the properties being sold in the City were being turned into rentals. He recommended the City do something to address fractional ownership. He apologized to the public for how the last City Council meeting was conducted.

Mayor Pro Tem Silverstein stated the Malibu Film Society was a cultural asset to the City. He discussed the Malibu Synagogue’s CUP hearing at the Planning Commission. He stated the Planning Commission decision had been appealed and may still come before the Council. He discussed concerns about film events from neighbors near the Malibu Pacific Church. He stated he and his wife were once denied entry to a Malibu Film Society event because they had a service dog with them. He indicated support for permitting replacement filming dates if possible.

He stated he had discussed several issues with members of the public including the Mission and Vision Statements, the Westward Beach Improvement Project, Pacaso properties, the City Manager Recruitment, the election of the Mayor, and Mayor Grisanti’s meeting with the Consul General of the State of Qatar. He discussed the Mission and Vision Statements in the Malibu Municipal Code. He stated he was opposed to any project that was not in harmony with the Mission and Vision Statements. He discussed fractional ownership and stated he had raised the issue a year ago. He expressed concern that confidential information regarding the City Manager recruitment had been shared with the public. He discussed the election of the Mayor and comments he had heard from the public regarding the election. He discussed the concerns he had heard regarding Mayor Grisanti’s meeting with the Consul General of the State of Qatar. He indicated support for acknowledging the written public comments submitted before the meeting.

Mayor Grisanti discussed Pacaso and stated fractional ownership was a type of timeshare. He stated he had filed a formal complaint with the Department of Real Estate regarding fraction ownership properties that did not comply with subdivision regulations. He discussed the origins of the limitation on the number of film days.

He stated the Council would need to consider public comment from neighbors before allowing additional filming days. He questioned when it was determined Malibu Film Society events needed a TUP. He thanked the Fire Department and Sheriff’s Department representatives for their updates.

Interim City Manager McClary stated staff had been working on a TUP report for ZORACES. He stated staff would prepare a report on the Malibu Film Society. He stated staff was not able to allow additional filming days and would need direction from Council to bring back an item.

Mayor Pro Tem Silverstein suggested hosting Malibu Film Society events at City Hall until a performing arts center was opened.

Councilmember Uhring indicated support for Mayor Pro Tem Silverstein’s suggestion.

Malibu City Council
Minutes of February 28, 2022

Page 6 of 9 ends

_________________________
ITEM 3 CONSENT CALENDAR
MOTION Councilmember Pierson moved, and Mayor Pro Tem Silverstein seconded a motion to approve the Consent Calendar. The question was called, and the motion carried unanimously.

The Consent Calendar consisted of the following items:

B. New Items

1. Waive Further Reading
Recommended Action: After the City Attorney has read the title, waive full reading of ordinances considered on this agenda for introduction on first reading and/or second reading and adoption.

2. Approve Warrants
Recommended Action: Allow and approve warrant demand numbers 65148-65252 listed on the register from the General Fund and direct the City Manager to pay out the funds to each of the claimants listed in Warrant Register No. 698 in the amount of the warrant appearing opposite their names, for the purposes stated on the respective demands in a total amount of $766,807.87. City of Malibu payroll check numbers 5209-5212 and ACH deposits were issued in the amount of $ 229,645.55.

3. Approval of Minutes
Recommended Action: Approve the minutes for the June 28, 2021 Malibu City Council Regular meeting and July 12, 2021 Malibu City Council Regular meeting.

4. Findings to Hold Virtual City Council, Commission, Committee, Board and Other City Bodies, Meetings Under AB 361
Recommended Action: Consider a motion to reaffirm Resolution No. 21- 64, re-authorizing remote teleconferencing/virtual meetings pursuant to AB 361.

5. Amendments to Professional Services Agreement with Ultimate Maintenance Services
Recommended Action: 1) Authorize the Mayor to execute Amendment No. 1 to the Professional Services Agreement with Ultimate Maintenance Services Inc. (UMS) to continue custodial service at City parks; and 2) Authorize the Mayor to execute Amendment No. 1 to the Professional Services Agreement with UMS to continue custodial service at City Hall.

ITEM 4 ORDINANCES AND PUBLIC HEARINGS
None.

ITEM 5 OLD BUSINESS
A. Dark Sky Ordinance Program
Recommended Action: 1) Direct staff to move forward with the proposed strategy for implementing the Dark Sky Ordinance; 2) Provide direction to staff regarding Malibu City Council
Minutes of February 28, 2022

Page 7 of 9 ends

_________________________
the implementation of the Dark Sky Ordinance as it pertains to service station compliance; 3) Provide direction to staff on how to proceed with enforcement of the ordinance; and 4) Provide direction to staff if Administrative Citation fine amounts should be amended.

Environmental Sustainability Director Bundy and Associate Planner Eaton presented the staff report.

Mayor Grisanti opened the floor for public comment.

Speakers: Bill Sampson, Cami Winikoff, Patt Healy, Kraig Hill, and Jo Drummond As there were no other speakers present, Mayor Grisanti returned the matter to the table for discussion.

The Council discussed the item.

MOTION Councilmember Uhring moved, and Councilmember Pierson seconded a motion to direct staff to process an ordinance revising the Dark Sky regulations for gas stations and commercial driveways.

The Council discussed the motion and directed question to staff and the City’s lighting consultant Jim Benya.

The question was called, and the motion carried 4-1, Mayor Pro Tem Silverstein opposed.

The Council discussed the item.

B. Consideration of the Resumption of In-Person Meetings Recommended Action: 1) Receive an update on the current State and County public health regulations; and 2) Consider options for the resumption of in-person public meetings and give direction to staff as needed.

Interim City Manager McClary presented the staff report.

Mayor Grisanti opened the floor for public comment.

Speakers: Lonnie Gordon and Norm Haynie
Colleen Baum was not present at the time of the hearing.

As there were no other speakers present, Mayor Grisanti returned the matter to the table for discussion.

The Council discussed the item.

Malibu City Council
Minutes of February 28, 2022

Page 8 of 9 ends

_________________________
RECESS At 10:22 p.m., Mayor Grisanti recessed the meeting. The meeting resumed at 10:32 p.m. with all Councilmembers present.

ITEM 6 NEW BUSINESS
A. Civic Center Water Treatment Facility Phase Two Update Recommended Action: 1) Receive an update on the Civic Center Water Treatment Facility Phase Two project; and 2) Provide direction regarding the implementation schedule.

Public Works Director DuBoux presented the staff report.

Mayor Grisanti opened the floor for public comment.

Speakers: Don Schmitz, Jeff Follert, Marissa Coughlan, Ryan Embree, Jo Drummond, and Reinard
Yusuf Broachwala was not present at the time of the hearing.

As there were no other speakers present, Mayor Grisanti returned the matter to the table for discussion.

The Council discussed the item and directed questions to staff.

MOTION Councilmember Pierson moved, and Mayor Grisanti seconded a motion to direct staff to request an extension to the deadlines for the Civic Center Water Treatment Facility Phase Two implementation timeline. The question was called, and the motion carried unanimously.

B. First Amended Employment Agreement for Interim City Manager Services between the City of Malibu and Steven L. McClary
Recommended Action: Approve the first amended employment agreement for Interim City Manager Services between the City of Malibu and Steven L. McClary.

Interim City Attorney Cotti presented the staff report.

Mayor Grisanti opened the floor for public comment. As there were no speakers present, Mayor Grisanti returned the matter to the table for discussion.

The Council discussed the item.

MOTION Councilmember Uhring moved, and Councilmember Pierson seconded a motion to approve the first amended employment agreement for Interim City Manager Services between the City of Malibu and Steven L. McClary.

The Council discussed the motion.

Malibu City Council
Minutes of February 28, 2022

Page 9 of 9 ends

_________________________
The question was called, and the motion carried unanimously.

ITEM 7 COUNCIL ITEMS
A. Appointments to the Public Safety Subcommittee and Malibu Public Facilities Authority
Recommended Action: 1) Appoint two Councilmembers to the Public Safety Subcommittee and direct the Subcommittee to provide recommendations to the City Council regarding the new Malibu Sheriff’s Substation; and 2) Appoint the same Councilmembers as the Council’s representatives on the Malibu Public Facilities Authority.

Interim City Manager McClary presented the staff report.

Mayor Grisanti opened the floor for public comment. As there were no speakers present, Mayor Grisanti returned the matter to the table for discussion.

MOTION Councilmember Pierson moved and Councilmember Uhring seconded a motion to appoint the Mayor and Mayor Pro Tem to the Public Safety Subcommittee and as the Council’s representatives on the Malibu Public Facilities Authority. The question was called, and the motion carried unanimously.

ADJOURNMENT
At 11:32 p.m., Mayor Pro Tem Silverstein moved, and Councilmember Pierson seconded a motion to adjourn the meeting in memory of Carlye Rudkin. The question was called, and the motion carried unanimously.

Approved and adopted by the City Council of the
City of Malibu on __________.
_________________________________
PAUL GRISANTI, Mayor
ATTEST:
_________________________________
_________________________________
(seal)

Page 1 of 2 ends

Agenda Item # 3.B.4.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Steve McClary, City Manager
Kelsey Pettijohn, City Clerk
Trevor Rusin, Interim City Attorney
Date prepared: March 1, 2023 Meeting date: March 13, 2023 Subject: Findings to Hold Virtual City Council, Commission, Committee, Board and Other City Bodies, Meetings Under AB 361
RECOMMENDED ACTION: Consider a motion to reaffirm Resolution No. 22-25, reauthorizing remote teleconferencing/virtual meetings pursuant to AB 361.

FISCAL IMPACT: There is no fiscal impact associated with the recommended action.

WORK PLAN: This item was not included in the Adopted Work Plan for Fiscal Year 2021-2022.

DISCUSSION: On March 17, 2020, in the face of the COVID-19 pandemic, Governor Gavin Newsom issued Executive Order N-29-20 suspending certain provisions of the Ralph M. Brown Act in order to allow for local legislative bodies to conduct their meetings completely telephonically or by other electronic means, including allowing councilmembers to not have to post an agenda at their teleconference location, not have to identify their location on the meeting agenda, not have to ensure public accessibility at the teleconference location, and the legislative body did not need a quorum in the jurisdiction. The suspension of certain provisions of the Brown Act was further extended by the Governor on June 11, 2021 by the issuance of Executive Order N-08-21, which continued to allow for complete virtual meetings until September 30, 2021.

On September 16, 2021, the Governor signed AB 361, which allows legislative bodies to meet virtually provided there is a state of emergency declared by the Governor, and either (1) state or local officials have imposed or recommended measures to promote social distancing; or (2) the legislative body determines by majority vote that meeting in person would present imminent risks to the health and safety of attendees.

City Council Meeting
03-13-23
Item

3.B.4.

Page 2 of 2 ends

Agenda Item # 3.B.4.

The City Council adopted Resolution No. 21-60 on October 11, 2021, Resolution No. 21- 61 on November 2, 2021, Resolution No. 21-64 on November 8, 2021, Resolution No. 22-15 on April 25, 2022, and Resolution No. 22-25 on June 13, 2022 authorizing the City Council, Commission, Committee, Board and other City bodies to continue to meet virtually under AB 361. The City Council last reaffirmed the findings in Resolution No. 22-25 on February 27, 2023.

In order to continue to qualify for the waiver of in-person meeting requirements under AB 361, the Council must, every 30 days after the initial adoption of the Resolution, make findings that (a) state or local officials continue to recommend measures to promote social distancing, or that (b) an in-person meeting would constitute an imminent risk to the safety of attendees. This item is on the agenda for the Council to consider whether to reaffirm Resolution No. 22-25 and make the required findings to continue to have remote meetings for an additional 30 days.

ATTACHMENTS:

Resolution No. 22-25
RESOLUTION NO. 22~25

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MALIBU
MAKING FINDINGS AND DETERMINATIONS UNDER AB 361 FOR THE CONTINUATION OF VIRTUAL MEETINGS AND AUTHORIZING VIaTUAL

CITY COUNCIL, COMMISSION, BOARD, AND OTHER CITY MEETINGS PURSUANT TO AB 361
The City Council of the City of Malibu does hereby find, order, and resolve as follows:

SECTION 1. Recitals.

A. The Ralph M. Brown Act (Gov. Code § 54950 et seq.) generally requires local agencies meeting via teleconference, including through other virtual or electronic means, to provide public access at each location in which members of the legislative body are teleconferencing;
B. On September 16, 2021 the Governor signed AB 361 (in effect as of October 1, 2021 — Government Code Section 54953(e)), which allows legislative bodies to meet virtually provided there is a state of emergency, and either (1) state or local officials have imposed or recommended measures to promote social distancing; or (2) the legislative body determines by majority vote that meeting in person would present imminent risks to the health and safety of attendees;
C. The Governor issued a proclamation declaring a state of emergency on March 4, 2020 due to the COVID-19 pandemic, pursuant to section 8625 of the California Emergency Services Act, and this proclaimed state of emergency currently remains in effect; D. State or local officials continue to impose or recommend measures to promote social distancing;
E. The City Council has considered the circumstances of the state of emergency and finds that the continuation of virtual meetings will allow for full participation by members of the public until social distancing recommendations are lifted; and F. The City Council of the City of Malibu desires to have the ability to continue to hold virtual meetings pursuant to AB 361 and Government Code section 54953(e).

SECTION 2. Teleconference Meetings: Consistent with the provisions of Government Code Section 54953(e), the City Council finds and determines that the City Council and all other legislative bodies of the City of Malibu created by the City Council shall be authorized to continue to meet virtually in accordance with Government Code section 54953(e) and without compliance with section 54953(b)(3) based upon the findings and determinations hereby made by the City Council.

SECTION 3. Effective Date. This Resolution shall take effect immediately upon its adoption and Resolution No. 22-25

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remain in effect for 30 days or until such time as the City Council reaffirms this resolution in accordance with Government Code section 5495 3(e)(3) to extend the time during which the City Council and all other legislative bodies of the City of Malibu may continue to teleconference without compliance with Government Code §54953(b)(3).

SECTION 4. Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of the Resolution which can be given effect without the invalid provision or application, and to this end the provisions of this Resolution are severable. The City Council hereby declares that it would have adopted this Resolution irrespective of the invalidity of any particular portion thereof.

SECTION 5. The City Clerk shall certify the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED, APPROVED, and ADOPTED this 13th day of June 2022. 4)J~ ~çzz
PAUL GRIS~NTI, Mayor
ATTEST:
~SPE~O~, City Clerk
(seal)
APPROVED AS TO FORM:
~ e~
JOHN C’OTTI, Interim City Attorney
Resolution No. 22-25

Page 3 of 3 ends

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 22-25 was passed and adopted by the City Council of the City of Malibu at the Regular meeting thereof held on the 13th day of June 2022 by the following vote:

AYES: 5 Councilmembers: Farrer, Pierson, Uhring, Silverstein, Grisanti NOES: 0
ABSTAIN: 0
ABSENT:
k~~~tyclerk
(seal)

Page 1 of 2 ends

Agenda Item # 3.B.5.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Susan Dueñas, Public Safety Director
Approved by: Steve McClary, City Manager
Date prepared: February 22, 2023 Meeting date: March 13, 2023 Subject: Delegation of Staff to Execute Federal and State Documents RECOMMENDED ACTION: Adopt Resolution No. 23-10 authorizing the City Manager, the Assistant City Manager and the Public Works Director to execute documents pertaining to federal and state disaster documents, including applications with the State of California Office of Emergency Services (Cal OES) and Federal Emergency Management Agency (FEMA) on behalf of the City of Malibu.

FISCAL IMPACT: There is no fiscal impact associated with this action at this time. When the City applies for Public Assistance from the federal government after a declared disaster, FEMA will reimburse the City for 75% of the approved costs and Cal OES will reimburse the City 18.75% and the remaining 6.25% will be the City’s cost share.

WORK PLAN: This item was included as Item #1.d. in the Adopted Work Plan for Fiscal Year 2022-2023.

DISCUSSION: When the Governor declares a State of Emergency or the President of the United States declares a major disaster, it allows Cal OES and FEMA to assist local governments and other eligible entities with the actions they take to protect life and property. As part of the process to receive reimbursements from FEMA and Cal OES, the City must submit a “Designation of Applicant's Agent Resolution for Non-State Agencies” (Cal OES Form 130). This form is a resolution adopted by City Council designating the officials who will act on the City’s behalf in submitting for reimbursements. The resolution is a standard form that Cal OES provides. The form remains in place for three years.

The City’s current Applicant's Agent Resolution was adopted on April 13, 2020, and expires on April 13, 2023. It is considered a best practice to always have a current Applicant’s Agent Resolution on file with Cal OES in order to prevent any delays when City Council Meeting
03-13-23
Item

3.B.5.

Page 2 of 2 ends

Agenda Item # 3.B.5.
requesting assistance. Therefore, the City Council should adopt a new resolution designating the officials who will act on the City’s behalf in order to maintain its eligibility for FEMA and Cal OES reimbursements. Resolution No. 23-10 authorizes the City Manager, the Assistant City Manager and the Public Works Director to execute documents pertaining to Federal and State disaster documents, including applications with Cal OES and FEMA on behalf of the City of Malibu.

ATTACHMENTS: Resolution No. 23-10
RESOLUTION NO. 23-10

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MALIBU

AUTHORIZING STAFF TO EXECUTE CERTAIN FEDERAL AND STATE

DISASTER DOCUMENTS ON BEHALF OF THE CITY AND FINDING THE

SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY
ACT
The City Council of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

A. On April 13, 2020, the City Council adopted Resolution 20-16 authorizing staff to execute certain federal and state disaster documents on behalf of the City.

B. Resolution 20-16 will expire on April 13, 2023 and the City wishes to update the resolution on file with the Governor’s Office of Emergency Services.

C. This is a universal resolution and is effective for all open and future disasters up to three (3) years following the date of the approval.

SECTION 2. The City Council does hereby adopt the above recitals and resolve that the City Manager, the Assistant City Manager, and the Public Works Director are authorized to execute for and on behalf of the City of Malibu, a public entity established under the laws of the State of California, such applications and to file it with the California Governor’s Office of Emergency Services for the purpose of obtaining certain federal financial assistance under Public Law 93-288 as amended by the Robert T. Stafford Disaster Relief and Emergency Assistance Act of 1988 and/or state financial assistance under the California Disaster Assistance Act.

The City of Malibu, a public entity established under the laws of the State of California, hereby authorizes its agents(s) to provide to the Governor’s Office of Emergency Services all matters pertaining to such state disaster assistance the assurances and agreements required.

SECTION 4. This authorization to various City employees is not a project subject to CEQA, because it is an organizational or administrative activity that will not result in direct or indirect physical changes in the environment. (CEQA Guidelines Section 15378(b)(5).) SECTION 3. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED, APPROVED, and ADOPTED this 13th day of March 2023. _____________________________
BRUCE SILVERSTEIN, Mayor
Resolution No. 23-10

Page 2 of 3 ends

_____________________
ATTEST:
_________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
APPROVED AS TO FORM:
_________________________________
TREVOR RUSIN, Interim City Attorney
Resolution No. 23-10

Page 3 of 3 ends

_____________________

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Agenda Item # 3.B.6.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Kristin Riesgo, Acting Community Services Director Approved by: Steve McClary, City Manager
Date prepared: February 21, 2023 Meeting date: March 13, 2023 Subject: Professional Services Agreement with Ultimate Maintenance Services Inc.

RECOMMENDED ACTION: Authorize the Mayor to execute a Professional Services Agreement with Ultimate Maintenance Service Inc. for custodial services at Malibu City Hall and City parks.

FISCAL IMPACT: No additional appropriation is required. Funding for this agreement is included in the Adopted Budget for Fiscal Year 2022-2023 in Account No. 100-4010- 5100-00 (Park Maintenance Professional Services) and Account No. 103-9050-5100-00 (City Hall Operations Professional Services).

WORK PLAN: This item was included in the Adopted Work Plan for Fiscal Year 2022- 2023 as item #7.k.2. (Community Services Operations-Agreements) DISCUSSION: On December 2, 2022, the City released a Request For Proposals (RFP) from qualified firms that could provide custodial services at Malibu City Hall and City parks. Custodial services are required five days a week at City Hall and seven days a week, 362 days a year, at five City parks.

Proposals for the RFP were due on January 12, 2023. The City received seven proposals in response to the RFP. Staff reviewed the submitted proposals and interviewed four contractors on January 31, 2023. Following the interviews, staff contacted references, verified the cost proposals, and confirmed the contractor’s specifications in their submitted proposal. Based on the information, staff selected to continue working with the current custodial contractor, Ultimate Maintenance Service Inc. (UMS). UMS had excellent references and demonstrated outstanding professionalism, experience, and reliable communication. The annual cost of services is $107,350.

City Council Meeting
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Item

3.B.6.

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Agenda Item # 3.B.6.

Historically, the custodial services agreement was separated into two contracts, City Hall and City parks. The new Agreement will combine all City facilities into one contract to streamline communication, simplify billing, and track services. Staff recommends the Council authorizes the Mayor to execute a Professional Services Agreement with Ultimate Maintenance Services Inc. for custodial services at Malibu City Hall and City parks.

ATTACHMENTS: Professional Services Agreement with Ultimate Maintenance Services Inc.

AGREEMENT FOR PROFESSIONAL SERVICES
This Agreement is made and entered into as of March 13, 2023 by and between the City of Malibu (hereinafter referred to as the "City"), and Ultimate Maintenance Services, Inc. (hereinafter referred to as "Consultant").

The City and the Consultant agree as follows:

R E C I T A L S
A. The City does not have the personnel able and/or available to perform the services required under this Agreement.

B. The City desires to contract out for consulting services for certain projects relating to custodial services at Malibu City Hall and City parks.

C. The Consultant warrants to the City that it has the qualifications, experience, and facilities to perform properly and timely the services under this Agreement.

D. The City desires to contract with the Consultant to perform the services as described in Exhibit A of this Agreement.

NOW, THEREFORE, the City and the Consultant agree as follows:

1.0 SCOPE OF THE CONSULTANT’S SERVICES. The Consultant agrees to provide the services and perform the tasks set forth in the Scope of Work, attached to and made part of this Agreement, except that, to the extent that any provision in Exhibit A conflicts with this Agreement, the provisions of this Agreement govern. The Scope of Work may be amended from time to time by way of a written directive from the City.

2.0 TERM OF AGREEMENT. This Agreement will become effective on March 30, 2023, and will remain in effect for a period of three years from said date unless otherwise expressly extended and agreed to by both parties or terminated by either party as provided herein.

3.0 CITY AGENT. The City Manager, or her designee, for the purposes of this Agreement, is the agent for the City; whenever approval or authorization is required, Consultant understands that the City Manager, or her designee, has the authority to provide that approval or authorization.

4.0 COMPENSATION FOR SERVICES. The City shall pay the Consultant for its professional services rendered and costs incurred pursuant to this Agreement in accordance with the Scope of Work’s fee and cost schedule. The cost of services shall be $8,945 per month, for a total amount not to exceed $107,350 annually. No additional compensation shall be paid for any other expenses incurred, unless first approved by the City Manager, or her designee.



 





 

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4.1 The Consultant shall submit to the City, by no later than the 10th day of each month, its bill for services itemizing the fees and costs incurred during the previous month.

The City shall pay the Consultant all uncontested amounts set forth in the Consultant's bill within 30 days after it is received.

5.0 CONFLICT OF INTEREST. The Consultant represents that it presently has no interest and shall not acquire any interest, direct or indirect, in any real property located in the City which may be affected by the services to be performed by the Consultant under this Agreement. The Consultant further represents that in performance of this Agreement, no person having any such interest shall be employed by it.

5.1 The Consultant represents that no City employee or official has a material financial interest in the Consultant’s business. During the term of this Agreement and/or as a result of being awarded this contract, the Consultant shall not offer, encourage or accept any financial interest in the Consultant’s business by any City employee or official.

5.2 If a portion of the Consultant’s services called for under this Agreement shall ultimately be paid for by reimbursement from and through an agreement with a developer of any land within the City or with a City franchisee, the Consultant warrants that it has not performed any work for such developer/franchisee within the last 12 months, and shall not negotiate, offer or accept any contract or request to perform services for that identified developer/franchisee during the term of this Agreement.

6.0 GENERAL TERMS AND CONDITIONS.

6.1 Termination. Either the City Manager or the Consultant may terminate this Agreement, without cause, by giving the other party ten (10) days written notice of such termination and the effective date thereof.

6.1.1 In the event of such termination, all finished or unfinished documents, reports, photographs, films, charts, data, studies, surveys, drawings, models, maps, or other documentation prepared by or in the possession of the Consultant under this Agreement shall be returned to the City. If the City terminates this Agreement without cause, the Consultant shall prepare and shall be entitled to receive compensation pursuant to a close-out bill for services rendered and fees incurred pursuant to this Agreement through the notice of termination.

If the Consultant terminates this Agreement without cause, the Consultant shall be paid only for those services completed in a manner satisfactory to the City.

6.1.2 If the Consultant or the City fail to fulfill in a timely and proper manner its obligations under this Agreement, or if the Consultant or the City violate any of the covenants, agreements, or stipulations of this Agreement, the Consultant or the City shall have the right to terminate this Agreement by giving written notice to the other party of such termination and specifying the effective date of such termination. The Consultant shall be entitled to receive compensation in accordance with the terms of this Agreement for any work satisfactorily completed hereunder. Notwithstanding the foregoing, the Consultants shall not be relieved of liability for damage sustained by virtue of any breach of this Agreement and any payments due under this Agreement may be withheld to off-set anticipated damages.



 





 

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6.2 Non-Assignability. The Consultant shall not assign or transfer any interest in this Agreement without the express prior written consent of the City.

6.3 Non-Discrimination. The Consultant shall not discriminate as to race, creed, gender, color, national origin or sexual orientation in the performance of its services and duties pursuant to this Agreement, and will comply with all applicable laws, ordinances and codes of the Federal, State, County and City governments.

6.4 Insurance. The Consultant shall submit to the City certificates indicating compliance with the following minimum insurance requirements no less than one (1) day prior to beginning of performance under this Agreement:
(a) Workers Compensation Insurance as required by law. The Consultant shall require all subcontractors similarly to provide such compensation insurance for their respective employees.
(b) Comprehensive general and automobile liability insurance protecting the Consultant in amounts not less than $1,000,000 for personal injury to any one person, $1,000,000 for injuries arising out of one occurrence, and $500,000 for property damages or a combined single limit of $1,000,000. Each such policy of insurance shall:
1) Be issued by a financially responsible insurance company or companies admitted and authorized to do business in the State of California or which is approved in writing by City.
2) Name and list as additional insured the City, its officers and employees.
3) Specify its acts as primary insurance.
4) Contain a clause substantially in the following words: "It is hereby understood and agreed that this policy shall not be canceled nor materially changed except upon thirty (30) days prior written notice to the City of such cancellation or material change."
5) Cover the operations of the Consultant pursuant to the terms of this Agreement.

6.5 Indemnification. Consultant shall indemnify, defend with counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorney’s fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Consultant’s performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, regardless of City’s passive negligence, but excepting such loss or damage which is caused by the sole active negligence or willful misconduct of the City. Should City in its sole discretion find Consultant’s legal counsel unacceptable, then Consultant shall reimburse the City its costs of defense, including without



 





 

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limitation reasonable attorney’s fees, expert fees and all other costs and fees of litigation. The Consultant shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) covered by this indemnity obligation. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

6.6 Compliance with Applicable Law. The Consultant and the City shall comply with all applicable laws, ordinances and codes of the federal, state, county and city governments, including, without limitation, Malibu Municipal Code Chapter 5.36 Minimum Wage.

6.7 Independent Contractor. This Agreement is by and between the City and the Consultant and is not intended, and shall not be construed, to create the relationship of agency, servant, employee, partnership, joint venture or association, as between the City and the Consultant.

6.7.1. The Consultant shall be an independent contractor, and shall have no power to incur any debt or obligation for or on behalf of the City. Neither the City nor any of its officers or employees shall have any control over the conduct of the Consultant, or any of the Consultant’s employees, except as herein set forth, and the Consultant expressly warrants not to, at any time or in any manner, represent that it, or any of its agents, servants or employees are in any manner employees of the City, it being distinctly understood that the Consultant is and shall at all times remain to the City a wholly independent contractor and the Consultant's obligations to the City are solely such as are prescribed by this Agreement.

6.8 Copyright. No reports, maps or other documents produced in whole or in part under this Agreement shall be the subject of an application for copyright by or on behalf of the Consultant.

6.9 Legal Construction.
(a) This Agreement is made and entered into in the State of California and shall in all respects be interpreted, enforced, and governed under the laws of the State of California.
(b) This Agreement shall be construed without regard to the identity of the persons who drafted its various provisions. Each and every provision of this Agreement shall be construed as though each of the parties participated equally in the drafting of same, and any rule of construction that a document is to be construed against the drafting party shall not be applicable to this Agreement.
(c) The article and section, captions and headings herein have been inserted for convenience only and shall not be considered or referred to in resolving questions of interpretation or construction.
(d) Whenever in this Agreement the context may so require, the masculine gender shall be deemed to refer to and include the feminine and neuter, and the



 





 

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singular shall refer to and include the plural.

6.10 Counterparts. This Agreement may be executed in counterparts and as so executed shall constitute an agreement which shall be binding upon all parties hereto.

6.11 Final Payment Acceptance Constitutes Release. The acceptance by the Consultant of the final payment made under this Agreement shall operate as and be a release of the City from all claims and liabilities for compensation to the Consultant for anything done, furnished, or relating to the Consultant’s work or services. Acceptance of payment shall be any negotiation of the City’s check or the failure to make a written extra compensation claim within ten (10) calendar days of the receipt of that check. However, approval or payment by the City shall not constitute, nor be deemed, a release of the responsibility and liability of the Consultant, its employees, sub-consultants and agents for the accuracy and competency of the information provided and/or work performed; nor shall such approval or payment be deemed to be an assumption of such responsibility or liability by the City for any defect or error in the work prepared by the Consultant, its employees, sub-consultants and agents.

6.12 Corrections. In addition to the above indemnification obligations, the Consultant shall correct, at its expense, all errors in the work which may be disclosed during the City’s review of the Consultant’s report or plans. Should the Consultant fail to make such correction in a reasonably timely manner, such correction shall be made by the City, and the cost thereof shall be charged to the Consultant.

6.13 Files. All files of the Consultant pertaining to the City shall be and remain the property of the City. The Consultant will control the physical location of such files during the term of this Agreement and shall be entitled to retain copies of such files upon termination of this Agreement.

6.14 Waiver; Remedies Cumulative. Failure by a party to insist upon the performance of any of the provisions of this Agreement by the other party, irrespective of the length of time for which such failure continues, shall not constitute a waiver of such party's right to demand compliance by such other party in the future. No waiver by a party of a default or breach of the other party shall be effective or binding upon such party unless made in writing by such party, and no such waiver shall be implied from any omissions by a party to take any action with respect to such default or breach. No express written waiver of a specified default or breach shall affect any other default or breach, or cover any other period of time, other than any default or breach and/or period of time specified. All of the remedies permitted or available to a party under this Agreement, or at law or in equity, shall be cumulative and alternative, and invocation of any such right or remedy shall not constitute a waiver or election of remedies with respect to any other permitted or available right of remedy.

6.15 Mitigation of Damages. In all such situations arising out of this Agreement, the parties shall attempt to avoid and minimize the damages resulting from the conduct of the other party.

6.16 Partial Invalidity. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will



 





 

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nevertheless continue in full force without being impaired or invalidated in any way.

6.17 Attorneys' Fees. The parties hereto acknowledge and agree that each will bear his/her or its own costs, expenses and attorneys' fees arising out of and/or connected with the negotiation, drafting and execution of the Agreement, and all matters arising out of or connected therewith except that, in the event any action is brought by any party hereto to enforce this Agreement, the prevailing party in such action shall be entitled to reasonable attorneys' fees and costs in addition to all other relief to which that party or those parties may be entitled.

6.18 Entire Agreement. This Agreement constitutes the whole agreement between the City and the Consultant, and neither party has made any representations to the other except as expressly contained herein. Neither party, in executing or performing this Agreement, is relying upon any statement or information not contained in this Agreement. Any changes or modifications to this Agreement must be made in writing appropriately executed by both the City and the Consultant.

6.19 Notices. Any notice required to be given hereunder shall be deemed to have been given by depositing said notice in the United States mail, postage prepaid, and addressed as follows:

CITY: Steve McClary CONSULTANT: Paul Marmol
City Manager CEO, Director of Operations
City of Malibu Ultimate Maintenance Services, Inc.
23825 Stuart Ranch Road 4237 Redondo Beach Blvd
Malibu, CA 90265-4861 Lawndale, CA 90260
TEL (310) 456-2489 x 226 TEL (310) 542-1474
FAX (310) 456-2760

6.20 Warranty of Authorized Signatories and Acceptance of Facsimile or Electronic Signatures. Each of the signatories hereto warrants and represents that he or she is competent and authorized to enter into this Agreement on behalf of the party for whom he or she purports to sign. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered physically or by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.

7.0 GENERAL TERMS AND CONDITIONS. (City and Consultant initials required at EITHER 7.1 or 7.2)

7.1 Disclosure Required. By their respective initials next to this paragraph, City and Consultant hereby acknowledge that Consultant is a “consultant” for the purposes of the California Political Reform Act because Consultant’s duties would require him or her to make one or more of the governmental decisions set forth in Fair Political Practices Commission Regulation 18700.3(a) or otherwise serves in a staff capacity for which disclosure would otherwise be required were Consultant employed by the City. Consultant hereby acknowledges his or her assuming-office, annual, and leaving-office financial reporting obligations under the



 





 

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California Political Reform Act and the City’s Conflict of Interest Code and agrees to comply with those obligations at his or her expense. Prior to consultant commencing services hereunder, the City’s Manager shall prepare and deliver to consultant a memorandum detailing the extent of Consultant’s disclosure obligations in accordance with the City’s Conflict of Interest Code.

City Initials ______
Consultant Initials ______

7.2 Disclosure not Required. By their initials next to this paragraph, City and Consultant hereby acknowledge that Consultant is not a “consultant” for the purpose of the California Political Reform Act because Consultant’s duties and responsibilities are not within the scope of the definition of consultant in Fair Political Practice Commission Regulation 18700.3(a) and is otherwise not serving in staff capacity in accordance with the City’s Conflict of Interest Code.

City Initials ______
Consultant Initials ______
This Agreement is executed on _______________, 2023, at Malibu, California, and effective as of March 30, 2023.

CITY OF MALIBU:
___________________________________
BRUCE SILVERSTEIN, Mayor
ATTEST:
___________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
CONSULTANT:
_______________________________
By: PAUL MARMOL, CEO, Director of
Operations
APPROVED AS TO FORM:
___________________________________
TREVOR RUSIN, Interim City Attorney



 





 

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Custodial Services - Scope of Work
The custodial services include but are not limited to cleaning, washing, emptying trash, and other services necessary to maintain and secure facilities in operational condition.

The services shall be implemented in accordance with a mixture of daily, weekly, monthly, quarterly, and seasonal cleaning and maintenance schedules. In addition, the Ultimate Maintenance Services Inc.shall assist with preventive and miscellaneous maintenance work by promptly reporting broken, malfunctioning, or vandalized equipment, fixtures, or structures.

Ultimate Maintenance Services Inc. shall provide all management, tools, equipment, supplies, materials, and labor necessary to ensure that custodial services are performed at Malibu City Hall, parks, and facilities in a manner that will maintain a satisfactory condition and present a clean, neat, and professional appearance.

City Facilities
Charmlee Wilderness Park – 2577 Encinal Canyon Road
A 532-acre wilderness park within the Santa Monica Mountains. The park includes picnic areas and over eight miles of hiking trails, a nature center, and a 330 square foot restroom building.

Las Flores Creek Park – 3805 Las Flores Canyon Road
Four-acre neighborhood park situated along Las Flores Creek with walking paths, a 300 square foot restroom building, picnic areas, and playground.

Malibu Bluffs Park and Michael Landon Center – 24250 Pacific Coast Highway Six-acre Community Park with two baseball diamonds, a multi-sport athletic field, playground, jogging paths, picnic tables, and outlook area. The Michael Landon Center is a 3,000 square foot building and includes restrooms, an activity room, storage area, kitchen, staff offices, and common areas.

Malibu City Hall – 23825 Stuart Ranch Road
A 35,000 square foot commercial office building including offices, two kitchens, patios, theater, community rooms, conference rooms, restrooms, and common areas.

Malibu Equestrian Park – 6225 Merritt Drive
Consists of two riding arenas, picnic area, a 320 square foot restroom building, and riding trails.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Trancas Canyon Park – 6050 Trancas Canyon Road
Six and one-half acre neighborhood park contains an access road, vehicle parking, playground, dog park, a 300 square foot restroom building, picnic shelter, and open turf area.

General Description of the Work to be Performed
Carpeted Areas
After vacuuming, the carpeted area shall be free of all visible dirt, debris, litter, and other foreign matter. Any spots shall be removed by carpet manufacturer's approved methods as soon as noticed. Area and throw rugs are included to receive this service. All carpets shall be cleaned in accordance with standard commercial practices. No bonnet cleaning machines shall be used. A portable water extractor spot remover should be on hand during every shift. A heavy-duty spot remover may be required in heavily soiled areas. After shampooing, the carpeted area will be uniform in appearance and free of stains and discoloration.

All cleaning solutions shall be removed from baseboards, furniture, trash receptacles, chairs, and other similar items. Chairs, trash receptacles, and other items shall be moved to clean carpets beneath them, then returned to their original location.

Disinfect
Completely clean and disinfect all surfaces of sinks, toilet bowls, urinals, lavatories, dispensers, plumbing fixtures, doors, walls, and other such surfaces using a germicidal detergent. After cleaning, receptacles will be free of deposits, dirt, streaks, and odors. Disinfect all surfaces of partitions, stalls, stall doors, entry doors (including handles, kick-plates, ventilation grates, metal guards, etc.), and wall areas adjacent to wall-mounted lavatories, urinals, and toilets.

Drinking Fountains
Clean and disinfect all-porcelain and polished metal surfaces, including orifices and drains, as well as exterior surfaces of the fountain. Drinking fountains shall be free from streaks, stains, spots, smudges, scale, foreign materials, and other obvious soil.

Dusting
All horizontal surfaces, including sign surfaces, pictures, ledges, pot shelves, light fixtures (removal of dead insects), must be dusted or cleaned to eliminate dust collection.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Exterior Windows/Doors
Windows are the glass surfaces that are an integral part of the outer wall of the building. Window screens shall be removed, cleaned, and replaced as needed.

After the window has been cleaned, exterior frames, casings, sills, and glass shall be free of all traces of film, dirt, smudges, yellow insect droppings, water, and other foreign matter. Likewise, all parts of doors and door kick-plates shall be free of film, dirt, smudges, water, and other foreign matter.

Floors
All floors, except carpeted areas or area/throw rugs, shall be swept, dust mopped, damp mopped, wet mopped, and buffed, as needed and, depending on the material, to ensure they have a uniform, glossy appearance and are free from dirt, debris, dust, scuff marks, heels marks, other stains and discoloration, and other foreign matter. Baseboards, corners, and wall/floor edges shall also be clean. All floor maintenance solutions shall be removed from baseboards, furniture, trash receptacles, etc. Chairs, trash receptacles, and other moveable items shall be moved to maintain floors beneath them. All moved items shall be returned to their original and proper position.

Green Cleaning Supplies
Third-party certified green cleaning supplies such as Simple Green and Green Works or equal must be used for all cleaning purposes. Acceptable certifications include Green Seal, EPA Safer Choice, and Ecologo.

Hard Floors
Strip, scrub, seal, and wax floors in the common areas as scheduled to maintain a uniform, glossy appearance. A non-skid wax is required. A uniform glossy appearance is free of scuff marks, heel marks, wax buildup, and other stains and discoloration.

Interior Glass/Mirrors
Clean all interior glass, including glass on doors, partitions, walls, display cases, directory boards, etc. After glass cleaning, there shall be no traces of film, dirt, smudges, water, or other foreign matter.

Interior Windows/Doors
Clean glass surfaces. After surfaces have been cleaned, all traces of film, dirt, smudges, water, and other foreign matter shall be removed from frames, casings, sills, glass, and door kick-plates.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Landfill Trash, Recycling, and Compost
At facilities with color-coded waste streams, receptacle liners must also be colorcoded: blue (for recycling), green (for compost) and black (for landfill). Alternate color combinations may include clear for recycling, clear or green for compost, and black for landfill. All three waste streams (recycling, compost, and landfill) containers shall be emptied and returned to their initial location. After servicing any dual and triple waste stream sorting stations, the top of the sorting stations must be wiped clean. Boxes, cans, or papers placed near a trash receptacle and marked "Trash" or “Recycling” shall be removed and placed in the correct colorcoded bins. Boxes shall be broken down to minimize bulk. Any obviously soiled or torn plastic receptacle liners shall be replaced. Recycling, compost and landfill bags must be deposited in the appropriate color-coded bins located in the parking lot. Bin lids shall be closed at all times to prevent access to rodents and other animals. Receptacles, bins and the surrounding areas shall be left clean, free of foreign matter, and free of odors. No trash should be placed on bin lids.

Restroom and Kitchen Supplies
Ensure all restrooms are stocked sufficiently so that supplies do not run out for general use.

Sinks
Descaling shall be performed to keep areas free of scale, soap films, and other deposits. After descaling, surfaces shall be free from streaks, stains, scale, scum, and rust stains.

Spot Cleaning
Perform spot cleaning continually. Spot cleaning includes, but is not limited to removing or cleaning smudges, fingerprints, marks, streaks, spills, etc., from washable surfaces of all walls, partitions, vents, grillwork, doors, door handles, push-bars, kick-plates, light switches, temperature controls, fixtures, and dual and triple waste stream sorting stations. After spot cleaning, the surface shall have a clean, uniform appearance, free of streaks, spots, and other evidence of soil.

Toilet Bowls and Urinals
Descaling shall be performed to keep areas free of scale, soap films, and other deposits. After descaling, surfaces shall be free from streaks, stains, scale, scum, urine deposits, and rust stains.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Schedule of Work to be Performed
City Parks: All work shall be performed between 6:00 PM and 11:00 PM, Sunday through Saturday, including holidays except New Year’s Day, Thanksgiving, and Christmas.

City Hall: All work shall be performed between 6:00 PM and 11:00 PM, Monday through Friday, excluding observed holidays.

The City will supply the cleaning supplies and restroom supplies for Malibu City Hall and the five City parks.

City Hall Entrance and Lobbies
Daily Schedule

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops and sides of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Vacuum all carpeted floors and entry mats including exterior mats.

3. Sweep and wet mop floors, as needed, using a cleaning solution.

4. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution or power extractor.

5. Sweep entrance approaches.

6. Dust all exposed horizontal surfaces.

7. Remove cobwebs.

8. Straighten magazines in reception areas.

9. Clean reception glass.

10. Wash walls and doors, including kick plates, where needed, with wet sponge and cleaning solution.

11. Clean all exterior and interior glass, including glass in doors, with window cleaning solution.

12. Wipe down exterior railings on the entrances and decks.

13. Clean trophy case and exterior posting board. Necessary keys will be provided.

14. Wipe down stairwell handrails and rail caps.

15. Remove exterior and interior cobwebs especially around the high light fixtures and cable rails.

Weekly Schedule

1. Polish furniture.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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2. Perform high dusting of ceilings and other high cabinets.

3. Clean all exterior glass, including partitions, walls, display cases, and directory boards, with window cleaning solution.

4. Clean all door panic bar hardware with cleaning solution.

Monthly Schedule

1. Dust air vents and window blinds with a clean dry towel or as needed.

2. Clean exterior window frames, casings, and sills with window cleaning solution or more frequently as needed
Six Times Per Year

1. Clean the carpets per Shaw Floors’ instructions, remove carpet stains, and apply stain repellent product, such as ScotchGard™ or equal.

Quarterly Schedule

1. Strip, wax, and buff floors in lobbies.

2. Dust building fixtures, including but not limited to florescent lights, wall clocks, fire extinguishers and air vent ducts.

3. Clean and scrub all door thresholds.

City Hall Conference and Training Rooms
Daily Schedule:

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Vacuum all carpeted floors.

3. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution.

4. Dust all horizontal surfaces.

5. Wipe down tables and chairs, including all chrome finishes.

6. Remove cobwebs.

7. Wash walls and doors, where needed, with wet sponge and cleaning solution.

8. Clean all interior glass, including glass in doors, with window cleaning solution.

9. Wipe down doors and kick plates.

10. Return all furniture to an orderly position.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Weekly Schedule

1. Perform high dusting of ceilings, door tops and cabinet tops.

2. Clean all glass, including partitions, walls, display cases, and directory boards with window cleaning solution.

Monthly Schedule

1. Dust air vents and window blinds with a clean, dry towel.

2. Detail vacuum carpeted areas.

3. Clean exterior window frames, casings, and sills with window cleaning solution.

Six Times Per Year

1. Clean the carpets per Shaw Floors’ instructions, remove carpet stains, and apply stain repellent product, such as ScotchGard™ or equal.

Quarterly Schedule

1. Dust building fixtures, including but not limited to florescent lights, wall clocks, fire extinguishers and air vent ducts.

2. Clean and scrub all door thresholds.

3. Brush or vacuum upholstered furniture.

City Hall Corridors
Daily Schedule

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Wet mop floors using an approved detergent disinfectant.

3. Vacuum all carpeted floors and entry mats.

4. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution.

5. Clean, disinfect and polish drinking fountains.

Weekly Schedule

1. Remove scuff marks on baseboards and doors (as needed in all areas)
Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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City Hall Stairways and Elevator
Daily Schedule:

1. Vacuum all carpeted floors.

2. Sweep and wet mop floors, as needed, using an appropriate cleaning solution.

3. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution.

4. Spot clean walls.

5. Wipe exterior elevator doors with approved cleaner

6. Clean thresholds
City Hall Employee Balcony
Daily Schedule:

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Wipe down tabletops.

3. Pick up debris, including leaves.

Monthly Schedule (or as needed due to water conservation):

1. Hose down and scrub the patio area.

City Hall Theater
Daily Schedule:

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Vacuum all carpeted floors and entry mats.

3. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution.

4. Wipe down countertops, tables and chairs.

5. Dust all horizontal surfaces.

6. Dry mop wood floors, including front of stage and backstage area.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Weekly Schedule

1. Wipe down dais structure walls and council desk.

2. Vacuum upholstered chairs as needed.

General Offices (City Hall: administrative services, building safety, community services, environmental sustainability, planning, public works and engineering, public safety, file rooms, copy rooms, green room, Sheriff’s office, control room, senior/community center, catwalk hallway. Michael Landon Center: offices and activity room.) Daily Schedule:

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Vacuum all carpeted floors and entry mats.

3. Sweep entrance approaches.

4. Sweep and wet mop floors, as needed, using a cleaning solution.

5. Remove interior and exterior cobwebs.

6. Spot clean carpets by hand, where needed, using appropriate carpet cleaner solution.

7. Wipe down walls under hand sanitizing stations.

8. Return all furniture to an orderly position.

9. Dust all exposed horizontal surfaces.

10. Wash walls and doors, where needed, with wet sponge and cleaning solution.

11. Clean all interior glass, including glass in doors, with window cleaning solution.

12. Turn off all designated lights.

13. Malibu Bluffs Park, Michael Landon Center: clean mirrors in activity room.

14. Malibu Bluffs Park, Michael Landon Center: dry mop luxury vinyl flooring using a micro-fiber cleaning cloth. If using cleaning solution, a neutral pH cleaner, such as Shaw TotalCare, must be used with a micro-fiber wet mop pad. The final application is a water rinse.

Weekly Schedule

1. Perform high dusting of ceilings, door and partition tops, and other high cabinets.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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2. Clean all glass, including partitions, walls, display cases, and directory boards with window cleaning solution.

3. Clean all door panic bar hardware with cleaning solution.

4. Malibu Bluffs Park, Michael Landon Center: remove scuff marks by cleaning with an auto scrubber or spray buffering machine (175 rpm or lower) with red 3M pad/equivalent brush.

Monthly Schedule

1. Dust air vents and window blinds with a clean, dry towel.

2. Clean exterior window frames, castings, and sills with window solution or more frequently as needed.

Six Times Per Year

1. Clean the carpets per Shaw Floors’ instructions, remove carpet stains, and apply stain repellent product, such as ScotchGard™ or equal.

Quarterly Schedule

2. Dust vertical and horizontal blinds and window coverings.

3. Dust building fixtures, including but not limited to florescent lights, wall clocks, fire extinguishers and air vent ducts.

4. Brush or vacuum upholstered furniture.

5. Clean and scrub all door thresholds.

Biannual Schedule

1. Clean exterior window frames, casings, and sills with window cleaning solution.

Coffee Stations and Kitchens (City Hall and Michael Landon Center) Daily Schedule

1. Pick up litter, empty all waste and recycling containers, and replace container liners with appropriate color liners. Discard recycling, compost and landfill materials into appropriate bins. Wipe down the tops of the dual and triple waste stream sorting stations, and walls behind all receptacles.

2. Clean the wall behind the trash receptacles.

3. Sweep and wet mop floors, including under the sinks, using an approved detergent disinfectant.

4. Wipe down countertops, tables and chairs.

5. Dust all horizontal surfaces.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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6. Clean inside and outside of microwaves.

7. Clean outside of refrigerator.

8. Clean, disinfect and polish all sinks and counters with wet sponge and cleanser.

9. Spot clean all cabinets.

10. Replenish all supplies.

Weekly Schedule

1. Perform high dusting.

2. Pull refrigerators out enough to clean behind and underneath.

Monthly Schedule

1. Dust and clean fixtures, including but not limited to florescent lights, wall clocks, fire extinguishers and air vent ducts.

Quarterly Schedule

1. Scrub and wax all hard surfaces.

Restrooms (City Hall, Charmlee Wilderness Park, Las Flores Creek Park, Malibu Equestrian Park, Michael Landon Center (indoor and outdoor), Trancas Canyon Park) Daily Schedule

1. Pick up litter, empty sanitary napkin, and paper towel containers, and replace container liners. Discard waste into appropriate bins. Wipe down walls behind the receptacles.

2. Wet mop floors using an approved detergent disinfectant.

3. Wet wash walls and ceiling, including tile and grout, with disinfectant solution and sponge.

4. Wash restroom stall partitions with disinfectant solution and sponge.

5. Clean and disinfect all sinks and counters with wet sponge and cleanser.

6. Clean and disinfect commodes and areas around commodes.

7. Clean and disinfect urinals and areas around urinals.

8. Clean and disinfect all hand dryers, and soap and paper dispensers.

9. Restock all dispensers, including but not limited to toilet paper, paper towels, sanitary napkins, and soap.

10. Remove graffiti with an approved cleaning solution. If cleaning fails, notify the Parks Supervisor before the end of the shift.

11. Turn off all designated lights.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Weekly Schedule

1. Scrub floors and grout.

2. Clean out floor drains, as needed.

3. Pour clean water down floor drains to prevent sewer gases.

4. Perform high dusting and cleaning of vents.

Quarterly Schedule

1. Strip and seal floors and grout

2. Clean and scrub all door thresholds.

3. Clean walls and building fixtures, including light fixtures and air vents.

4. Descale toilets, urinals, and sinks.

Miscellaneous Items
Daily Schedule

1. Provide a hot water extractor for spot cleaning to use as needed.

2. The firm will report any broken, malfunctioning, or vandalized equipment, such as graffiti, or fixtures to the Park Supervisor immediately by telephone or text message. In the event the Park Supervisor is not available, the firm shall leave a voicemail message on the City Hall work line

3. The firm will contact the Parks Supervisor immediately during an unforeseen emergency, which prevents the firm from servicing City facilities.

Quarterly Schedule

1. Remove cobwebs from entire building at window frames with extension pole (at least quarterly or more often as needed).

2. Clean floor tile grout in Green Room bathrooms or as needed.

3. Strip and wax hard surfaces.

4. Clean carpet per Shaw Carpets recommendation and guidelines.

5. Pressure wash trash area. Trash area must be properly contained during pressure washing to prevent run-off.

6. Pressure wash entrance area quarterly or more frequently as needed. Entrance areas must be properly contained during pressure washing to prevent run-off.

Twice-yearly Schedule

1. Wash windows both exterior and interior.

Custodial Services
Scope of Work 2023
Ultimate Maintenance Services Inc.

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Security
Key Control
The Ultimate Maintenance Services Inc. shall be responsible for all keys issued by the City. Ultimate Maintenance Services Inc. shall not duplicate any keys issued by the City. In the event keys are lost, stolen, or duplicated, the City may have the option to rekey the affected areas and deduct the cost from the monthly payment due to the selected firm. Ultimate Maintenance Services Inc. shall prohibit the use of keys by any persons other than their employees or permit entrance of persons other than selected firms employees engaged in the performance of contract work requirements. Ultimate Maintenance Services Inc. agrees that failure to fully secure the facility can result in liquidated damages.

Security Requirements
Ultimate Maintenance Services Inc. must secure all doors, windows, and access gates at the end of each work shift. All personnel employed by the Ultimate Maintenance Services Inc. in the performance of this agreement, or any representative of Ultimate Maintenance Services Inc. entering the City facilities, shall abide by all security regulations of the City.

Physical Security
Ultimate Maintenance Services Inc. shall be responsible for safeguarding all City property. At the end of each work shift, all City facilities, equipment, and materials shall be secured.

Quality Control
Ultimate Maintenance Services Inc. shall develop and maintain a quality program to ensure custodial services are performed in accordance with commonly accepted commercial practices. Ultimate Maintenance Services Inc. shall develop and implement procedures to identify, prevent, and ensure nonrecurrence of defective services. Ultimate Maintenance Services Inc. shall maintain Material Safety Data Sheets Logbooks and fill out a “Completed Task Log” Both documents shall be submitted to the City as needed. Ultimate Maintenance Services Inc. shall provide adequate staffing to achieve expectations and quality of services and cleaning schedules. In addition, a representative from the City and Ultimate Maintenance Services Inc. will meet periodically to review the expectations and quality of services being performed.

Ultimate Maintenance Services
2023 Fee Sheet
Monthly price includes carpet cleaning and window cleaning Other Fees: Event Cleaning City Hall Building $350.00/request Other Fees: Event Cleaning City Hall Partial Building $250.00/request

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Agenda Item # 3.B.7.

Council Agenda Report
To: Mayor Silverstein and the Honorable Members of the City Council Prepared by: Kelsey Pettijohn, City Clerk
Approved by: Steve McClary, City Manager
Date prepared: March 8, 2023 Meeting date: March 13, 2023 Subject: Resolution Extending the Declaration of a Local Emergency RECOMMENDED ACTION: Adopt Resolution No. 23-13 extending the declaration of the existence of a local emergency.

FISCAL IMPACT: There is no fiscal impact with the recommended action.

WORK PLAN: This item was not included in the Adopted Work Plan for Fiscal Year 2022-2023. This project is part of normal staff operations.

DISCUSSION: On January 8, 2023, a rainstorm began that delivered more than 4 inches of rain in many areas of the City, which came after receiving more than 5 inches of rain in the prior weeks, and caused rock and mudslides on canyon roads and street flooding, creating unsafe conditions for passage. Public Works crews worked throughout the day and night monitoring City streets, inspecting and clearing City storm drains, and clearing significant storm related debris including rocks, mud, sediment, and downed trees and branches.

On January 9, 2023, the President of the United States declared a federal emergency as a result of successive and severe winter storms, flooding, and mudslides.

On January 16, 2023, California Governor Gavin Newsom declared a State of Emergency as a result of the severe winter storms.

On January 17, 2023, the Director of Emergency Services (City Manager) proclaimed the existence of a local emergency.

City Council Meeting
03-13-23
Item

3.B.7.

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Agenda Item # 3.B.7.

On January 23, 2023, the City Council adopted Resolution No. 23-04 ratifying the proclamation the existence of a local emergency.

Since January 23, 2023, the City continues to experience additional rainstorms that have further saturated the hillsides and increased the risk of mudslides. As of the date of this report, it is forecasted that the City will receive and additional half inch of rain on March 10, 2023 and over an inch of rain from the rainstorm forecasted for March 14-15, 2023.

Due to the rain totals received within the last two months, the upcoming storms could cause more debris on the roadways and additional rockslides in the canyons. The City could also witness minor debris slides for several weeks following the rain events.

Government Code Section 8630 requires that the City Council review the need for continuing a local emergency at least once every 60 days until the City Council terminates the local emergency.

As such, City staff recommends adopting Resolution No. 23-13 extending the declaration of the existence of a local emergency. If adopted, the City Council will review, and as needed renew, this action at least every 60 days. The declaration will enable City staff to take actions to respond to the conditions created by the winter storms and will assist residents and the City in obtaining aid and other assistance.

ATTACHMENTS:

1. Resolution No. 23-13
RESOLUTION NO. 23-13

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MALIBU

EXTENDING THE DECLARATION OF THE EXISTENCE OF A LOCAL

EMERGENCY
The City Council of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

A. On January 8, 2023, a rainstorm began that delivered more than 4 inches of rain in many areas of the City, which came after receiving more than 5 inches of rain in the prior weeks, and caused rock and mudslides on canyon roads and street flooding, creating unsafe conditions for passage. Public Works crews worked throughout the day and night monitoring City streets, inspecting and clearing City storm drains, and clearing significant storm related debris including rocks, mud, sediment, and downed trees and branches.

B. On January 9, 2023, the President of the United States declared a federal emergency as a result of successive and severe winter storms, flooding, and mudslides. Additionally, on January 16, 2023, California Governor Gavin Newsom declared a State of Emergency as a result of the severe winter storms.

C. The Director of Emergency Services of the City proclaimed the existence of a local emergency on January 17, 2023.

D. On January 23, 2023, the City Council adopted Resolution No. 23-04 ratifying the proclamation of the existence of a local emergency.

E. Additional rain is forecasted for the City in the coming weeks, which is likely to increase flooding and rock and mudslide risks.

F. Government Code section 8630 generally requires the City Council to review the need for continuing the local emergency at least every sixty (60) days; and SECTION 2. The City Council has reviewed the staff report and conditions justifying the state of local emergency in the City and finds that the declaration of a local emergency remains valid and necessary due to the imminent threat of rain and mudslides. Such conditions result in extreme peril to the safety of persons and property located in the City.

SECTION 3. The local emergency shall be deemed to continue and exist until its termination is proclaimed by the City Council. As required by law, the City Council shall review the need to continue the state of emergency every 60 days until this resolution is terminated.

SECTION 4. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED, APPROVED, and ADOPTED this __th day of ____ 2023.

Resolution No. 23-13

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_____________________
_____________________________
BRUCE SILVERSTEIN, Mayor
ATTEST:
_________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
APPROVED AS TO FORM:
_________________________________
TREVOR RUSIN, Interim City Attorney

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Agenda Item # 4.A.

Council Agenda Report
To: Mayor Silverstein and Honorable Members of the City Council Prepared by: Adrian Fernandez, Assistant Planning Director Reviewed by: Richard Mollica, Planning Director
Approved by: Steve McClary, City Manager
Date prepared: February 22, 2023 Meeting Date: March 13, 2023 Subject: Appeal No. 21-019 - Appeal of Planning Commission Resolution No. 21-68 (6968 Dume Drive; Owner, Highlands Investment Group LLC; Neighbor/Appellant, John Roesler)
RECOMMENDED ACTION: Adopt Resolution No. 23-11 (Exhibit A), determining that the California Environmental Quality Act (CEQA) does not apply to the project; upholding Appeal No. 21-019, (Exhibit B) and denying Coastal Development Permit (CDP) No. 17- 088 for the construction of a new 7,472 square foot, two-story single-family residence with a 999 square foot basement, swimming pool, onsite wastewater treatment system (OWTS), associated development, and after-the-fact retaining walls, grading and front yard gates, including Site Plan Review (SPR) No. 19-030 for construction in excess of 18 feet in height, up to 28 feet for a pitched roof, and Demolition Permit (DP) No. 19-023 for the demolition of the existing 2,257 square foot, single-story single-family residence and onsite development located in the Rural Residential, One-Acre (RR-1) zoning district at 6968 Dume Drive (Highlands Investment Group LLC).

FISCAL IMPACT: There is no fiscal impact associated with the recommended action.

WORK PLAN: This item is not included in the Adopted Work Plan for Fiscal Year 2022- 2023. Processing this application is part of normal staff operations.

DISCUSSION: The matter is an appeal of the Planning Commission approval of CDP No. 17-088, an application for a proposed two-story, single-family residence and other associated development (Exhibit C – Project Plans). The project site and surrounding land uses are described in the September 20, 2021 Planning Commission Agenda Report (Exhibit D).

The applicant submitted the subject application on September 13, 2017. On June 14, 2019, a code enforcement action was initiated on the subject parcel for the installation of an electric front gate, construction of a new block wall along the side property line, grading, City Council Meeting
03-13-23
Item

4.A.
1

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Agenda Item # 4.A.
and installation of drainage pipes without the benefit of Planning Department approvals and building permits. As a result of the work observed on June 14, 2019, Code Violation (CV) No. 20-014 was added to the subject application. The work described above is included as part of the proposed project and only upon approval of the subject application, issuance of building permits, and final inspections of the property, can the code enforcement case be resolved. The unpermitted grading and retaining wall on the subject property result in an encroachment into the protected zone of trees, construction on slopes steeper than 4 to 1 and height of wall over six feet. Should the City Council deny the subject application, the property owner will be required to submit a subsequent application to resolve the code violation.

Throughout the application review process, Planning Department staff conducted remote meetings with the adjacent neighbor at 6980 Dume Drive (Appellant) to discuss the project and document concerns, and shared the Appellant’s concerns with the project applicant.

At the Appellant’s request, Planning Department staff conducted a site visit on August 24, 2021 to evaluate potential view impacts from the proposed project. Based on photographs taken of the project site from 6980 Dume Drive, staff determined at the time that the portions of the residence in excess of 18 feet in height were not expected to block views of any impressive scenes. Staff reached this determination primarily because dense foliage obstructed the proposed residence and mountains in the backdrop.

The Appellant requested that the Planning Commission hearing be postponed until after fall given that Sycamore trees are deciduous trees and they would have shed their leaves by then. He also requested additional time to remove the foliage that was obscuring the view of the proposed residence and mountains in the background. Staff believed that the foliage was entirely on slopes steeper than 4 to 1 and consisted entirely of Sycamore trees. As an LCP-protected tree species, Sycamore trees would not have been allowed to be removed. The Planning Commission did not grant the Appellant’s request for continuance.

Based on the evidence available to the Planning Commission, the initial analysis and findings in the Planning Commission agenda report demonstrated that the project complied with the Local Coastal Program (LCP) and Malibu Municipal Code (MMC). The Planning Commission approved the subject application on September 20, 2021; the Appellant filed an appeal of the Planning Commission’s approval of the project on September 30, 2023. The appeal primarily challenges SPR No. 19-030, which allows construction in excess of 18 feet in height, up to 28 feet for a pitched roof. The Appellant states that the project obstructs visually impressive scenes of the Santa Monica Mountains.

On September 19, 2021, the Appellant removed a Pine tree, trimmed bushes and removed a branch of a Sycamore tree on the Appellant’s property located at 6980 Dume Drive. The vegetation had previously obscured views of the story poles erected for the project and the mountains in the background. The removal of the vegetation exposed the story poles and on December 8, 2022, following the Planning Commission decision to approve the project, Planning Department staff conducted a new site visit at 6980 Dume Drive and 2

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observed that the portion of the project that is in excess of 18 feet in height obstructs visually impressive scenes of the Santa Monica Mountains. The primary view determination for 6980 Dume Drive includes the most recent photographs taken after the foliage was removed (Exhibit G).

The Sycamore tree is an LCP-protected tree. The tree is also in a ravine which appears to have slopes steeper than 4 to 1. Meanwhile, the Pine tree and trimmed bushes were located on areas flatter than 4 to 1. In Point Dume, areas with slopes steeper than 4 to 1 that drain into a natural drainage course are protected as Environmentally Sensitive Habitat Area (ESHA). Pursuant to LIP Section 5.4, new development shall be sited and designed to protect protected trees to the maximum extent feasible. The removal or encroachment into the protected zone of protected trees is prohibited except where no other feasible alternative exists. Severe trimming can cause irreversible damage to a protected tree and can even cause the loss of the tree. However, in this case, the affected Sycamore tree appears to be in good health, which is corroborated in the protected tree report (Attachment H) commissioned by the applicant.

The removal of a branch from a protected tree has not been previously considered new development1, does not result in the encroachment or removal of a protected native tree, nor new development on slopes steeper than 4 to 1. Code Enforcement was notified to investigate the tree removal and trimming immediately after the incident occurred. After its investigation and in consultation with the City Biologist and Planning Director, the Code Enforcement case was closed as it was concluded that the removal of a branch does not constitute a violation of the LCP.

A novel issue raised by this appeal is how to deal with changes in the environmental setting (i.e., Appellant’s removal of a Pine tree, trimming of bushes and removal of a branch of a Sycamore tree on the Appellant’s property) during the interim between the Planning Commission decision on the project and the subsequent appeal hearing by the City Council. It is staff’s position that if the Appellant created a change in the environmental setting in violation of the City’s Municipal Code or LCP or without permission entered neighboring property to make these changes, that this type of behavior could not be relied upon as a dipositive change in circumstance for a required finding.

However, based on investigation by staff and code enforcement, the Appellant’s removal of the Pine tree and trimming of the bushes was not prohibited as this activity is clearly permitted outside slopes steeper than 4 to 1 in Point Dume. The removal of the singular Sycamore tree branch, while a bit more nuanced, is also not a violation of the MMC and LCP. It would be nearly impossible to isolate what view the Appellant would have should only the Pine tree and bushes were removed or trimmed. Ultimately, it is staff’s contention that the Appellant’s current and existing view is valid and that from the “main viewing area,” the proposed second story will obstruct protected views of the mountain and ridgeline. 1 NEW DEVELOPMENT - For the purpose of this Chapter “New Development” is defined to mean land disturbing activities; structural development, including construction or installation of a building or structure, creation of impervious surfaces; and land subdivision.
3

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Agenda Item # 4.A.

MMC section 17.04.220 explains the standard of review that governs this appeal and in pertinent states:
“B. Appeals shall be addressed to the appellate body on a form prescribed by the city. The appeal shall state the basis of the appeal. Only matters raised in the appeal shall be subject to review. Any matter not raised in the appeal shall not be subject to consideration by the appellate body. The purpose of this limitation is to provide adequate notice to all parties with respect to the issues on appeal and eliminate the necessity of rehearing matters not subject to challenge. Although the issues on appeal will be limited by the appeal, the appellate body will accept new evidence (de novo appeal) and will not be bound by the previous record.” (emphasis added) As such, staff has reversed its recommendation to approve the project and determined that the SPR finding pursuant to MMC Section 17.62.060)2 for SPR No. 19-030 cannot be made. As described in more detail in the Finding for Denial section, the project no longer complies with all required LCP and MMC findings. The updated finding for denial and the subject of the appeal are described in more detail below.

APPEAL TO THE CITY COUNCIL
The Appellant alleges the findings are not supported by evidence, that the decision is not supported by the findings, that there was a lack of a fair or impartial hearing, and that the decision was contrary to law. The Appellant’s specific arguments are summarized below in italics using phrases taken from the appeal document. The full text of the appeal document can be found in Exhibit B. Following the Appellant’s stated appeal argument is a staff summary and response. The Planning Commission agenda report, in which staff initially recommended approval of the project, is included as Exhibit D. The adopted Planning Commission Resolution No. 21-68 approving the project is included as Exhibit E.

APPEAL ITEM 1: The Appellant states, “Specifically, relating to my Primary View rights (Malibu Municipal Code Section 17.40.040(17), I opposed approval of the proposed roof height over 18 feet (SPR No.19-030). Both the position/setback from Dume Drive of the proposed residence on the property and the height of 28 feet result in obstruction of Santa Monica Mountain views from my property. A primary view determination has not been established for my property. I asserted for the public record, based on my observation of the story poles from my kitchen window and from my back deck, that the proposed development will significantly negatively visually impact my property views. Prior to the Planning Commission meeting, I submitted my own photos, both from winter (2020-21) when the Sycamore trees (deciduous) have no leaves, and from September 19, 2021, after removing one of my own trees, clearly showing the decidedly negative impact of the proposed development on my significant view of the Santa Monica mountains.

Commentary and photos taken by Didier Murillo, Assistant Planner, based on a site visit 2 (2) the portion of the project that is greater than eighteen (18) feet in height does not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys, or ravines from the main viewing area of any affected principal residence as defined in Section 17.40.040(A)(17) of this code. 4

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on August 24, 2021, submitted as evidence in support of approval of CDP No.17-08 8 and SPR No.19-030, were no longer representative of my primary view, the rights of which are protected by law.”
Staff Response
The Planning Commission determined that based on the project plans, story poles (which have been revised and the revised poles are currently erected), photographs, and evidence that was presented during the hearing, that the portion of the project that is in excess of 18 feet in height would not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of any affected principal residence as defined in MMC Section

17.40.040(A)(17). However, Planning staff conducted a follow up visit on December 8, 2022 after the Appellant (6980 Dume Drive) removed a Pine tree, trimmed bushes, and removed a branch from a Sycamore tree. Additionally, a primary view determination for 6980 Dume Drive was initiated by the Appellant on December 15, 2021. Planning staff has reversed its original recommendation after the tree removal and trimming and determined that the proposed portion of the project that is in excess of 18 feet in height would obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of the affected principal residence (6980 Dume Drive) as defined in MMC Section 17.40.040(A)(17). 5

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Agenda Item # 4.A.

APPEAL ITEM 2: The Appellant states that “[t]he discussion of the subject application did not start until 10 pm. Planning Commissioner John Mazza left the meeting prior to the discussion, due to the late hour. This was the first time that this development project was publicly discussed. It is a substantial development proposal, involving demolition of the existing, single-story house, and new construction of a two-story house, situated in a substantially different position on the property. In the very least, all planning commissioners should have been present and not feeling rushed while discussing this development. I was allowed to deliver 3 minutes of public commentary, but I was not further engaged after this commentary by any of the Planning Commissioners to answer questions or to elaborate on my commentary. The vote was taken after a very short discussion, with only Planning Commissioner Kraig Hill offering any specific concerns regarding the project (and voting against approval), and with Planning Commission Jeff Jennings openly dismissing my concerns and view photographs, but never having communicated with me, at any time previously, and no Planning Commissioners ever communicated with me prior to the September 20, 2021 public hearing, nor visited my property. Further, in advance of the meeting on September 11, 2021, I emailed staff, asking for a one-month delay in the hearing, as I felt my view concerns and evidence of such would be more official with a primary view determination for my property, but I could not arrange all the tree trimming on my property and obtain a primary view determination from the City of Malibu by September 20, 2021. It was apparent to me, both from the details noted above during the meeting, and the decision and vote not to continue item to a future Planning Commission meeting date, forcing a late-night rushed vote on this item in the absence of one of the Planning Commissioners, that the final vote for approval was impartial and unfair.”Staff Response
The Planning Commission provided a fair and impartial hearing. Although one of the Planning Commissioners excused himself from the meeting, the Commission maintained a quorum and this Commissioner did not vote on the Project. The Planning Commission provides public speakers with three minutes to voice their concerns and present evidence and opinion about a project. While Planning Commissioners may ask further questions of such speakers after the public hearing is concluded if they believe one of the speakers could provide helpful information, they are not required to recall any speaker and the public is specifically advised that individual public speakers are limited to three minutes. It should also be noted that the public may provide written comments and evidence to the Planning Commissioners in advance of the public hearing. While the Appellant requested a onemonth continuance of the project to allow time to formally submit a PVD, the Appellant had ample opportunity to obtain such a determination in advance of the public hearing (and in fact had staff onsite but declined to have the PVD taken). The Appellant initiated a PVD on December 15, 2021. Finally, any issues with the conduct of the hearing are now moot as the Planning Commission decision is reviewed by the City Council on a de novo basis and the City Council is not bound by the findings of the Planning Commission.

APPEAL ITEM 3: The Appellant states that “[p]rimary view means visually impressive scenes of ... the Santa Monica Mountains ... shall be protected. The primary view corridor shall exclude the first eighteen feet of the proposed building height as measured from the existing natural grade or finish grade whichever results in a lower building height. No view 6

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obstruction within ... mountain ... view elements per project shall be permitted. I presented timely, undeniable photographic proof that the requested 'proposed roof height over 18 feet in this development will cause obstruction of visually impressive scenes of the Santa Monica Mountains from my main viewing area (photos were taken on my same level deck directly outside my primary living area). The photographic evidence I submitted was either denied, not reviewed, or improperly reviewed, any of which is unethical, if not illegal, by the Planning Commissioners who voted to approve this project. The findings are not supported by the current photographic evidence of impressive Santa Monica Mountain views I submitted prior to the Malibu Planning Commission meeting on 9/20/21. Both the position and setback from Dume Drive of the proposed residence on the property and the height of 28 feet results in obstruction of Santa Monica Mountain views from my property.

A primary view determination has not been established for my property. I asserted for the public record, based on my observation of the story poles from my kitchen window and from the abutting outdoor deck of my primary living area (my main viewing area), that the portion of the proposed development in excess of 18 feet in height will significantly negatively visually impact my property views. Prior to the Planning Commission meeting, I submitted my own photos, both from winter (2020-21) when the Sycamore trees (deciduous) have no leaves, and from September 19, 2021, clearly showing the decidedly negative impact of the proposed development on my significant view of the Santa Monica mountains. Commentary and photos taken by staff, based on an informal site visit on August 24, 2021, submitted as evidence in support of approval of CDP No.17-088 and SPR No.19-030, are not representative of my current primary view, which was established prior to the Planning Commission Meeting on September 20, 2021. Specifically, the photo of the view looking north onto subject application was not a current representative photo of my view at the time of the Planning Commission hearing. I informed staff that this would be the case in my email, referenced in the Supplemental Commission Agenda Report on September 11, 2021, but this information was apparently ignored or dismissed.” Staff Response
As described above, the Planning Commission determined that based on the project plans, story poles (which have been revised and the revised poles are currently erected), photographs, and evidence that was presented during the hearing, that the portion of the project that is in excess of 18 feet in height would not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of any affected principal residence as defined in MMC Section 17.40.040(A)(17). However, this was before the Appellant ) removed a Pine tree, trimmed bushes, and removed a branch from a sycamore tree. As noted above, this appeal creates a novel issue related to a change in circumstances Additionally, a primary view determination for 6980 Dume Drive was initiated by the Appellant on December 15, 2021. Planning staff has reversed its initial recommendation and determined that after the tree removal and tree trimming, the proposed portion of the project that is in excess of 18 feet in height would obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of the affected principal residence (6980 Dume Drive) as defined in MMC Section

17.40.040(A)(17).
7

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Agenda Item # 4.A.

FINDING FOR DENIAL
Based on the evidence contained within the record and pursuant to the City’s LCP Local Implementation Plan (LIP) (including Section 13.27.5) and MMC Section 17.62.060, the City Council makes the finding of fact below and denies CDP No. 17-088 based on the evidence in the record as described herein.

B. Site Plan Review for Construction in Excess of 18 Feet in Height (LIP Section

13.27.5)
LIP Section 13.27.5(A) requires that the City makes findings in consideration and approval of a site plan review for construction exceeding the City’s base 18-foot in height limit to a maximum of 24 feet for a flat roof and 28 feet for a pitched roof. Two additional findings are required pursuant to MMC Section 17.62.060. The applicant is requesting SPR No. 19-030 for construction of a new two-story single-family residence at a maximum height of 28 feet for a pitched roof. With the exception of Finding 6, the Site Plan Review analysis and findings in the Planning Commission agenda report remain the same. Based on the evidence in the record, the updated finding of fact for SPR No. 19-030 is as follows:

Finding 6. The portion of the project that is in excess of 18 feet in height does not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of any affected principal residence as defined in MMC Section 17.40.040(A)(17).

Staff initially determined that the proposed construction above 18 feet in height was not expected to obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys, or ravines from the main viewing area of any affected principal residence as defined in MMC Section 17.40.040(A)(17) based on a primary view determination from the Appellant’s property showing foliage obstructed views of the proposed residence and the mountain in the backdrop. That is, at this time the portion of the project that was greater than 18 feet did not obstruct visually impressive scenes of the Santa Monica Mountains as the visually impressive scene was already obstructed by existing foliage and trees.

As a result of the subsequent removal of a Pine tree, trimmed bushes, and removal ofa branch from a Sycamore tree on 6980 Dume Drive, the portion of the proposed residence that is in excess of 18 feet in height now would obstruct a visually impressive scenes of the Santa Monica Mountains from the main viewing area of the Appellant’s residence (6980 Dume Drive) as defined in MMC Section 17.40.040(A)(17).

ENVIRONMENTAL REVIEW: Pursuant to CEQA Guidelines Section 15270, CEQA does not apply to projects which a public agency rejects or disapproves.

PUBLIC CORRESPONDENCE: Mr. Christopher Deleau of Schmitz & Associates, Inc. provided a letter in response to the neighbor’s appeal (Attachment H). Mr. Deleau claims 8

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Agenda Item # 4.A.
that the branch removal from the Sycamore tree is a violation of the LCP. He suggests that the Sycamore tree be mitigated as if it were a removed tree and that the Appellant should not be rewarded with a view protection that resulted from a code violation. He also states that the affected view is not visually impressive as it is a “sliver” of a mountain view. 9

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Agenda Item # 4.A.

Primary View from 6980 Dume Drive
The exhibit above shows a zoomed in version of the mountain views from the Appellant’s primary view location. A zoomed in version of a picture seem to more accurately represent what is witnessed onsite with an unaltered vision. The blue flags represent the portion of the proposed residence at 18 feet in height. The mountain view above the blue flags would be obstructed as a result of the proposed residence’s portion over 18 feet in height.

PUBLIC NOTICE: On February 16, 2023, a Notice of City Council Public Hearing was published in a newspaper of general circulation within the City and a public notice was mailed to the owners and occupants of all properties within a radius of 500 feet of the subject property (Exhibit I).

SUMMARY: Based on the record as a whole, including but not limited to all written and oral testimony offered in connection with this matter, staff recommends that the City Council adopt Resolution No. 23-11, approving the appeal and denying CDP No. 17-088, SPR No. No. 19-030 and DP No. 19-023.

Source: Picture taken on December 8, 2022
10

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Agenda Item # 4.A.

EXHIBITS:

A. Resolution No. 23-11
B. Appeal No. 21-019
C. Project Plans
D. September 20, 2021, Planning Commission Agenda Report

1. Proposed Planning Commission Resolution No. 21-68

2. Project Plans

3. Department Review Sheets

4. Story Pole Photographs

5. Public Hearing Notice.

E. September 20, 2021, Planning Commission Supplemental Report

1. Staff Photos from 6980 Dume Drive

2. Correspondence received on September 13, 2021
F. Adopted Planning Commission Resolution No. 21-68
G. 6980 Dume Drive Primary View Determination
H. Western Sycamore Arborist Report, Dated January 5, 2023 I. Letter from Mr. Christopher Deleau, Dated January 15, 2023 J. Public Hearing Notice
11 EXHIBIT A
RESOLUTION NO. 23-11

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MALIBU,

DETERMINING THE PROJECT IS STATUTORILY EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND DENYING COASTAL DEVELOPMENT PERMIT NO. 17-088 FOR THE CONSTRUCTION OF A NEW 7,472 SQUARE FOOT, TWO-STORY SINGLE-FAMILY RESIDENCE WITH A 999 SQUARE FOOT BASEMENT, SWIMMING POOL, ONSITE WASTEWATER TREATMENT SYSTEM, ASSOCIATED DEVELOPMENT, AND AFTER-THEFACT RETAINING WALLS, GRADING, AND FRONT YARD GATES, INCLUDING SITE PLAN REVIEW NO. 19-030 FOR CONSTRUCTION IN EXCESS OF 18 FEET IN HEIGHT, UP TO 28 FEET FOR A PITCHED ROOF, AND DEMOLITION PERMIT NO. 19-023 FOR THE DEMOLITION OF THE EXISTING

SINGLE-FAMILY RESIDENCE AND ONSITE DEVELOPMENT LOCATED IN THE RURAL RESIDENTIAL, ONE-ACRE ZONING DISTRICT AT 6968 DUME

DRIVE (HIGHLANDS INVESTMENT GROUP, LLC)
The City Council of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

A. On September 13, 2017, an application for Coastal Development Permit (CDP) No. 17-088 was submitted to the Planning Department by applicant, Burdge and Associates, on behalf of the former property owner, The Burnett Children’s 2016 Trust fbo Cameron Dominick Burnett, dated September 9, 2016. The application was routed to the City Biologist, City Environmental Health Administrator, City geotechnical staff, City Public Works Department, and the Los Angeles County Fire Department (LACFD) for review.

B. On April 23, 2019, Site Plan Review (SPR) No. 19-030 and Demolition Permit (DP) No. 19-023 were added to the application.

C. On June 14, 2019, a Code Enforcement action was taken on the property for a new electric front gate, block wall along the side property line, grading and drainage pipes being constructed without the benefit of planning approval and building permits. Code Violation (CV) No. 20-014 was added to the subject application.

D. On March 20, 2020, the property was transferred from the former owner, The Burnett Children’s 2016 Trust fbo Cameron Dominick Burnett, dated September 9, 2016, to the current owner, Highlands Investment Group, LLC.

E. On March 27, 2020, the applicant submitted revised plans to the Planning Department.

F. On May 28, 2020, Planning Department staff conducted a site visit to document story poles, site conditions, and surrounding area.

G. On May 29, 2020, an updated grant deed was submitted by the applicant for the new property owners, Highlands Investment Group, LLC.

H. On June 16, 2020, the applicant posted a Notice of Coastal Development Permit Application on the subject property.
12 Resolution No 23-11

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______________________
I. On June 17, 2021, staff deemed the project complete.

J. On June 25, 2020, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

K. On July 20, 2020, the Planning Commission held a duly noticed public hearing and continued the item to a date uncertain at the applicant’s request.

L. On January 7, 2021, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

M. On February 1, 2021, the Planning Commission held a duly noticed public hearing and continued the item to the March 1, 2021 Planning Commission meeting at the applicant’s request.

N. On March 1, 2021, the Planning Commission held a duly noticed public hearing and continued the item to a date uncertain at the applicant’s request.

O. On August 26, 2021, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

P. On September 19, 2021, the neighbor, John Roesler, MD, (6980 Dume Drive) removed a Pine tree, trimmed bushes and removed a branch from a Sycamore tree on his property.

Q. On September 20, 2021, the Planning Commission held a duly noticed public hearing and adopted Planning Commission Resolution No. 21-68, finding the project exempt from the California Environmental Quality Act (CEQA) and approving CDP No. 17-088, Site Plan Review (SPR) No. 19-030, and Demolition Permit (DP) No. 19-023, with conditions.

R. On September 30, 2021, John Roesler, MD, filed a timely appeal of Planning Commission Resolution No. 21-68.

S. On December 15, 2021, John Roesler, MD, initiated a primary view determination for 6980 Dume Drive.

T. During the ensuing months, staff worked with the applicant to revise the story pole plan and project plans to comply with the two-thirds rule and for the story poles to depict the 18- foot height line.

U. On December 8, 2022, Planning Department staff conducted a site visit at 6980 Dume Drive (Appellant) to document story poles, site conditions, and surrounding area.

V. On February 16, 2023, a Notice of City Council Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a radius of 500 feet from the subject property and all interested parties. 13 Resolution No 23-11

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______________________
W. On March 13, 2023, the City Council held a duly noticed public hearing on the subject appeal, reviewed and considered the agenda report, reviewed and considered written reports, public testimony, and other information in the record.

SECTION 2. Appeal of Action.

The Appellant contends that the Planning Commission’s decision is based on the findings or conditions not supported by evidence, or the decision is not supported by the findings, lack of a fair or impartial hearing, and the decision was contrary to law.

Planning Department staff responded to each of the Appellant’s contentions in the Council Agenda Report. In summary, staff contends that the Planning Commission provided a fair and impartial hearing and made a decision based on the evidence available at the time of its decision. Since the Planning Commission hearing, the Appellant has removed a Pine tree, trimmed bushes and removed a branch from a Sycamore tree. The foliage removed by the Appellant resulted in clearing obstructions to the proposed residence and the mountain behind the residence. As a result, Council cannot make Finding 6 of SPR No. 19-030 as the portion over 18 feet in height of the proposed residence would obstruct impressive scenes from the Appellant’s primary view location.

SECTION 3. Findings for Upholding the Appeal and Denial of the Project.

Based on evidence in the record, including the contents of the Council Agenda Report for the subject appeal presented at the March 13, 2023, the City Council hereby makes the following findings of fact, upholding the appeal and based on the evidence in the record and denying the project. In addition, the analysis, findings of fact, and conclusions set forth by staff in the agenda report are incorporated herein as though full set forth.

A. Site Plan Review for Construction in Excess of 18 Feet in Height (LIP Section 13.27.5) LIP Section 13.27.5(A) requires that the City makes findings in consideration and approval of a site plan review for construction exceeding the City’s base 18-foot in height limit to a maximum of 24 feet for a flat roof and 28 feet for a pitched roof. Two additional findings are required pursuant to MMC Section 17.62.060. The applicant is requesting SPR No. 19-030 to allow construction of a new two-story single-family residence at a maximum height of 28 feet for a pitched roof. Apart from Finding 6 of SPR No. 19-030, the analysis in the Planning Commission agenda report remains the same. Based on the evidence in the record, the updated finding of fact for SPR No. 19-030 is as follows:

Finding 6. The portion of the project that is in excess of 18 feet in height does not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys or ravines from the main viewing area of any affected principal residence as defined in MMC Section 17.40.040(A)(17).

Staff initially determined that the proposed construction above 18 feet in height was not expected to obstruct visually impressive scenes of the Pacific Ocean, off-shore islands, Santa Monica Mountains, canyons, valleys, or ravines from the main viewing area of any affected principal residence as defined in MMC Section 17.40.040(A)(17) based on a primary view determination from the Appellant’s property showing foliage obstructed views of the proposed residence and the mountain in the backdrop. That is, at the time of the Planning Commission hearing the portion of the project that was greater than 18 feet did not obstruct visually impressive scenes of the Santa 14 Resolution No 23-11

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______________________
Monica Mountains as the visually impressive scene was already obstructed by existing foliage and trees.

As a result of the subsequent removal of a pine tree, trimmed bushes, and removal of a branch from a Sycamore tree on 6980 Dume Drive, the portion of the proposed residence that is in excess of 18 feet in height now would obstruct a visually impressive scenes of the Santa Monica Mountains from the main viewing area of Appellant’s residence (6980 Dume Drive) as defined in MMC Section 17.40.040(A)(17). Thus, the above mentioned required finding cannot be made.

SECTION 4. Environmental Review.

Pursuant to CEQA Guidelines Section 15270, CEQA does not apply to projects which a public agency rejects or disapproves.

SECTION 5. City Council Action.

Based on the foregoing findings and evidence contained within the record, the City Council hereby upholds Appeal No. 21-019 and denies CDP No. 17-088, SPR No. 19-030, and DP No. 19-023.

SECTION 6. The City Council shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 13th day of March 2023.

_________________________________
BRUCE SILVERSTEIN, Mayor
ATTEST:
____________________________________
KELSEY PETTIJOHN, City Clerk
(seal)
APPROVED AS TO FORM:
____________________________________
TREVOR RUSIN, Interim City Attorney
15 __ J 23825 Stuart CityRanch Road’ ofMalibu, Malibu California• 90265-4861 Phone (310) 456-2489 Fax (31 0) 456-3356 www.rnalibucity.org

PLANMNG DEPARTMENT
COASTAL DEVELOPMENT PERM~T

NOTIICE OF APPEAL CHECKUST
Actions Subject to Local Appeal: Pursuant to Local Coastal Program (LCP) Local Implementation Plan (LIP) Section 13.20.1 (Local Appeals), a decision or any portion of the decision of the Planning Director may be appealed to the Planning Commission by an aggrieved person, and any decision of the Planning Commission may be appealed to the City Council by an aggrieved person.

Deadline and Fees: Pursuant to LIP Section 13.20.1, an appeal shall be filed with the City Clerk within 10 days following the date of action for which the appeal is made, as indicated in the decision. If the tenth day falls on a weekend or a City-recognized holiday, the deadline shall extend to the close of business at City Hall on the first business day (whether whole or partial) following the weekend or a City-recognized holiday. Appeals shall be accompanied by the filing fee of $750 as specified by the City Council.

To perfect an appeal, the form must be completed, together with all the necessary attachments, and must be timely received by the City Clerk either in person or by mail addressed to City of Malibu, Attn: City Clerk, 23525 Stuart Ranch Road, Malibu, CA 90265. For more information, contact Patricia Salazar, Senior Administrative Analyst, at (310) 456-2489, extension 245.

Part I. Project Information

1. What is the file number of the Coastal Develooment Permit you are appealing? c~3::~P ~-o~

2. On what date was the decisiqn made which you are appealing?

3. Who made the decision you are appealing?
El Planning Director Planning Commission

4. What is the address of the pro~ect
~
site at issue?
~
Part II. Appeal Summary

Page 1 of 4 ends

P:\Forms\COUNTER FORMS\PLN Appeal Checklist CDP 21 0125 .docx 16 Indicate your interest in the decision by checking the appropriate box.

Li I am the Applicant for the project
I am the neighbor
LI Other (describe)

2. If you are not the a plicant, please indicant the ap licant’s name: 4~t~ 1~u~~J ~‘~~ LL~I

3. Indicate the nature of~ur appeal.
a) Are you appealing the ~pproval or Li the denial of the application or Li a condition of approval?
b) Each approval is accompanied by a list of specific conditions. If you are appealing one or more of the conditions of approval, list the condition number and state the grounds for your appeal. (Attach extra sheets if necessary.)

4. Check the appropriate box(es) to indicate which of the following reasons forms the basis of your appeal:

The findings or conditions are not supported by the evidence, or the decision is not supported by the findings: or
There was a lack of fair or impartial hearing: or
The decision was contrary to law.

You must next provide a specific statement in support of each of the bases for appeal that you have checked above. Appeals that are stated in generalities, legal or otherwise, are not adequate. (Attach extra sheets if necessary.)

Page 2 of 4 ends

17 Each coastal development permitting decision made by the Planning Director or the Planning Commission is accompanied by written findings. The written findings set forth the basis for the decision. If you have checked the first box in this section as a ground for your appeal, you must indicate the specific finding(s) you disagree with and give specific reasons why you believe the finding(s) is/are not supported by the evidence or why the decision is not supported by the findings. Appeals stated in generalities, legal or otherwise, are not adequate. (Attach extra sheets if necessary.)
~
Part Ill. Appeal Checklist
ALL of the following must be timely filed to perfect an appeal.

Completed Appeal Checklist (This form with appellant’s signature)

2. Appeal Fee $750
The appeal fee must be submitted in the form of a check or money order made payable to the City of Malibu. Cash will not be accepted.

3. LI Mailing Labels and Radius Maps for Public Notice to Property Owners and Occupants Public Notice of an appeal must conform to the manner in which the original notice was given. The notice radius for appealable CDPs and non-appealable CDPs that do not require a public hearing is 100 feet for property owners and residents. The notice radius for non-appealable CDPs that require a public hearing is 300 feet for property owners and 100 feet for residents.

The mailing labels and radius map must be certified by the preparer (a form is available at the public counter): certification may not be more than six months prior to the date of submittal; the radius map must be provided on an 8%” x 11” paper; the mailing labels must be printed on 8%” x 11” paper, 3 columns, 10 rows (e.g. Avery 5160).

Page3of4
18 Part IV. Signature and Appellant Information
I hereby certify that the appeal submittal contains allot the above items. I understandthatif any ofthe items are missing or otherwise deficient, the appeal is ineffective and the filing fee may be returned. IN ORDER TO PERFECT AN APPEAL, ALL APPEAL SUBMITTALS MUST BE COMPLETE BY THE DEADLINE. NO

EXTENSIONS WILL BE ALLOWED FOR APPELLANTS WHO ONLY PARTIALLY COMPLY WITH THESE REQUIREMENTS AS OF THE DEADLINE. IF AN APPEAL IS NOT PERFECTED BY THE DEADLINE, THE DECISION BECOMES FINAL.
__________ ~
PRIF~I APPELLANT’S NAME TELEPHONE NUMBER
APPEL NT’SSIGNATURE DATE
Appellant’s mailing address: b I.-; ~€-
Appellant’s email address: d re ~ &s/e ( ~E. ~ ~ j~.

OFFICE USE ONLY
Action Appealed:

Appeal Period:

Date Appeal Form and required documents submitted: _______________________Received by: _____________ Appeal Completion Date: __________________ by: __________________________________________________ (Name, Title)
Page4of4
19 1 .The findings or conditions are not supported by the evidence, or the decision is not supported by the findings:

Specifically, relating to my Primary View rights (Malibu Municipal Code Section 17.40.040(17), I opposed approval of the proposed roof height over 18 feet (SPR No.19-030). Both the position / setback from Dume drive of the proposed residence on the property and the height of 28 feet result in obstruction of Santa Monica Mountain views from my property. A primary view determination has not been established for my property. I asserted for the public record, based on my observation of the story poles from my kitchen window and from my back deck, that the proposed development will significantly negatively visually impact my property views. Prior to the planning meeting, I submitted my own photos, both from winter (2020-21) when the Sycamore trees (deciduous) have no leaves, and from 9/19/2 1, after removing one of my own trees, clearly showing the decidedly negative impact of the proposed development on my significant view of the Santa Monica mountains. Commentary and photos taken by Didier Murillo, assistant planner, based on a site visit on 8/24/21, submitted as evidence in support of approval of CDP No.17-08 8 and Site Plan Review No.19-03 0, were no longer representative of my primary view, the rights of which are protected by law.

2.There was a lack of fair or impartial hearing:

The discussion of Coastal Development Permit No. 17-088, Site Plan Review No. 19-030, Demolition Permit No. 19-023, and Code Violation No. 20-0 14 was item 5C on the planning commission agenda on 9/20/21. All other items discussed on the agenda preceded item 5C, such that the meeting, which commenced via Zoom at 6:30 pm, did not start discussing item 5C until 10 pm. Planning Commissioner John Mazza left the meeting prior to item 5C discussion, due to the late hour. This was the first time that this development project was publicly discussed. It is a substantial development proposal, involving demolition of the existing <2000 square foot, single story house, and new construction of an 8000 square foot, two story house, situated in a substantially different position on the property. In the very least, all planning commissioners should have been present and not feeling rushed while discussing this development. I was allowed to deliver 3 minutes of public commentary, but I was not further engaged after this commentary by any of the planning commissioners to answer questions or to elaborate on my commentary. The vote was taken after a very short discussion, with only planning commissioner Kraig Hill offering any specific concerns regarding the project (and voting against approval), and with planning commission Jeff Jennings openly dismissing my concerns and view photographs, but never having communicated with me, at any time previously, and no planning commissioners ever communicated with me prior to the 9/20/21 public hearing, nor visited my property.

Further, in advance of the meeting on 9/11/2 1, I emailed Didier Murillo, assistant planner, who was my primary contact regarding the project since 7/17/20, asking for a one month delay in the hearing, as I felt my view concerns and evidence of such would be more official with a primary view determination for my property, but I could not arrange all the tree trimming on my property and also obtain a primary view determination from the City of Malibu by 9/20/21. It was apparent to me, both from the details noted above during the meeting, and the decision and vote not to continue item 5C to a future planning commission meeting date, forcing a late night ‘rushed’ vote on this item in the absence of one of the planning commissioners (John Mazza), that the final vote for approval was impartial and unfair. 20 3. The decision was contrary to law:

Malibu Municipal Code Section 17.40.040(17) — Primary View, as excerpted from the Malibu City website, reads: “Primary view” means visually impressive scenes of... the Santa Monica Mountains ... shall be protected.” “The primary view corridor shall exclude the first eighteen (18) feet of the proposed building height as measured from the existing natural grade or finish grade whichever results in a lower building height.” “No view obstruction within ... mountain view elements per project shall be permitted.” I presented timely, undeniable photographic proof that the requested ‘proposed roof height over 18 feet (SPR No.19-030)’ in this development will cause obstruction of visually impressive scenes of the Santa Monica Mountains from my main viewing area (photos were taken on my same level deck directly outside my primary living area). The photographic evidence I submitted was either denied, not reviewed, or improperly reviewed, any of which is unethical, if not illegal, by the planning commissioners who voted to approve this project.

The following findings are not supported by the current photographic evidence of impressive Santa Monica Mountain views I submitted prior to the Malibu Planning Commission meeting on 9/20/21: LIP findings, B. Site plan review for construction in excess of 18 feet in height (LIP section 13.27.5), finding 2 and finding 6. City of Malibu Planning Commission Resolution No. 21-68, Section 3, B, 2: “the portions of the residence in excess of 18 feet in height are not expected to block views of any impressive scenes of the Santa Monica mountains, canyons, valleys, or ravines.” and 6: “. . .based on staffs inspections and present site conditions, the portions of the residence in excess of 18 feet in height do not affect this neighbor’s views of impressive scenes.” Both the position / setback from Dume drive of the proposed residence on the property and the height of 28 feet results in obstruction of Santa Monica Mountain views from my property. A primary view determination has not been established for my property. I asserted for the public record, based on my observation of the story poles from my kitchen window and from the abutting outdoor deck of my primary living area (my main viewing area), that the portion of the proposed development in excess of 18 feet in height will significantly negatively visually impact my property views. Prior to the planning meeting, I submitted my own photos, both from winter (2020-21) when the Sycamore trees (deciduous) have no leaves, and from 9/19/21, clearly showing the decidedly negative impact of the proposed development on my significant view of the Santa Monica mountains. Commentary and photos taken by Didier Murillo, assistant planner, based on an informal site visit on 8/24/21, submitted as evidence in support of approval of CDP No.17-088 and Site Plan Review No.19- 030, are not representative of my current primary view, which was established prior to the Planning Commission Meeting on 9/20/21. Specifically, the photo of the “view looking North onto subject CDP 17-088” was not a current representative photo of my view at the time of the planning commission hearing. I informed Didier Murillo that this would be the case in my email, referenced in the Supplemental Commission Agenda Report for Item 5C. on 9/11/21, but this information was apparently ignored or dismissed by the planning commissioners, as well as by Richard Mollica, Planning Director.
21 9/30121, 9:42 AM Yahoo Mail - RE: filing an appeal
RE: filing an appeal
From: Patricia Salazar ([email protected])
To: [email protected]
Date: Tuesday, September 28, 2021, 09:20 AM PDT
Good morning,
The appeal period ends on Thursday, September 30, at 5:00 pm. The City’s current hours of operations are from 7:30 am — 5:30 pm. You do not need an appointment to file the appeal, however, to ensure a staff member is available to assist you, it’s best to notify me when you’d like to drop off the appeal.

To ensure that the appeal submitted is completed. There are three components of the appeal:

1. ~peal Submittal Checklist form along with your grounds for appeal

2. Appeal Fee in the amount of $750 (check or money order)

3. Mailing Data on an Excel spreadsheet (no labels) — This requirement is being waived as the existing data was recently produced by the applicant.

Please let me know if you have any questions.

Regards,
Patricia Salazar
Senior Administrative Analyst
310-456-2489, ext. 245
From: john roesler
Sent: Monday, September 27, 2021 8:33 PM
To: Patricia Salazar
Subject: filing an appeal
Hi Patricia,
22 9I3OI2~ 9:42 AM Yahoo Mail - RE: filing an appeal
I have prepared and will be filing an appeal of the Malibu Planning Commission Public Hearing / vote of approval for item 5C on 9/20/21. Do I need an appointment to file this appeal and pay the fee, or can I do so without an appointment? Where exactly do I file this appeal and pay the fee, and what are the current hours of operation?
Sincerely,
John Roesler MD
23 2/2
GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
T-1.1

COVER SHEET/PROJECT INDEX
6968 DUME
6968 DUME DR.

Malibu, CA
RM #
1 2
3 4
1 SHEET #
DETAIL #
PLAN
NORTH
SHEET #
DETAIL #

DOOR ID
WDW ID
EE
DETAIL #
SHEET#
ID
SHEET
(TYP.) VIEW

INDICATOR
TYP. DOOR SCHEDULE SYMB.

TYP. WINDOW SCHEDULE SYMB.

ELEVATION DATUM

BUILDING ELEVATION/

SECTION

WALL SECTION

INTERIOR ELEVATION FLAG
TYP. ELEVATION VIEW

DETAIL CALL OUT
GRID LINE SYMB.

WOOD FRAME

CONCRETE
CMU
STONE

TRUE NORTH ARROW
TYP. PLAN VIEW

DETAIL CALL OUT
1 HR. FIRE RATED

CONSTRUCTION

NORTH ARROW
TN

EMERGENCY EGRESS

PROJECT LOCATION
•2020 County of Los Angeles Building Code•2020 County of Los Angeles Mechanical Code•2020 County of Los Angeles Plumbing Code•2020 County of Los Angeles Electrical Code•2019 California Energy Code•2019 California Residential Code•2019 Residential Building Energy Efficiency Standards•APPLICABLE CODES:
- Project shall comply with Title 24 and 2019 California Residential Code (CRC), California Mechanical Code (CMC), California Plumbing Code (CPC),California Electrical Code (CEC), and California Energy Code (CEnC) [§R106.1.1 CRC]

ADDITIONALADJUSTABLEABOVE FINISHED FLOORABOVE RAISED FLOORAIR CONDITIONINGALTERNATEARCHITECT (URAL)AREA DRAINBLOCKINGBOARDBUILDINGCABINETCEILINGCENTERCENTER LINECERAMIC TILECLEARCONCRETECONCRETE MASONRY UNITCONSTRUCTIONCONTINUOUSCONTROL JOINTDIAMETERDIMENSIONDOUBLEDOUBLE HUNGDOWNDRAWINGELECTRICELECTRIC PANELELEVATORENCLOSUREENGINEEREQUALEQUIPMENTEXISTINGEXTRUDE OR EXTRUSIONFABRICATE(ED)FINISHFIXTUREFLOORFLUORESCENTFOOTFRESH AIR INTAKE (OR INLET)FURNISH(ED)FURRINGGALVANIZEDGAUGEGROUNDGYPSUM BOARDHEIGHTHOLLOW METALHORIZONTALHOT WATERINSIDE DIAMETER ADD'L.ADJ.A.F.F.A.R.F.A/CALT.ARCH.A.D.BLKG.BD.BLDG.CAB.CLG.CTR.C.L.C.T.CLR.CONC.C.M.U.CONST.CONT.C.J.D.I.A..DIM.DBL.D.H.DN.DWG.ELECT.ELECT. PNL.ELEV.ENCL.ENGR.EQ.EQUIP.EXIST.EXTR.FAB.FIN.FIXT.FL.FLUOR.FT.F.A.I.FURN.FUR.GALV.GA.GRND.GYP. BD.HT.H.M.HORIZ.H.W.I.D.

JOINTMANUFACTUREMANUFACTURER'SMATERIALMAXIMUMMECHANICALMETALMINIMUMMISCELLANEOUSNORTHNOT IN CONTRACTNOT TO SCALENUMBERON CENTEROUTSIDE DIAMETEROPENINGPAIRPERFORATED(ED)PIECE/PIECESPLANTER AREAQUANTITYRADIUSREFERENCEREFRIGERATORREINFORCE/REINFORCINGREQUIREDRETURN AIRROUGH OPENINGSHEETSIMILARSOUTHSMOKE DETECTORSPEAKERSPECIFICATIONS

SPRINKLER HEADSQUARESTAINLESS STEELSTANDARDSTEELSTRUCTURALTELEPHONETELEVISIONTEMPORARYTONGUE AND GROOVETYPICALUNLESS OTHERWISE NOTEDVERTICALVINYL COMPOSITION TILEWITHWITHOUTWOOD JT.MFR.MFR'S.MATL.MAX.MECH.MTL.MIN.MISC.NN.I.C.N.T.S.NO. OR #O.C.O.D.OPG.PR.PERF.PC./PCS.P.A.QTY.RAD.REF.REFRIG.REINF.REQ.R.A.R.O.SHT.SIM.SS.D.SPKR.SPECS.S.H.SQ.S.S.STD.STL.STRUCT.TEL.TVTEMP.T. & G.TYP.U.O.N.VERT.V.C.T.W/W/OWD.

ABBREVIATIONS VICINITY MAP

PROJECT TEAM

PROJECT DATA

SHEET INDEX

MALIBU, CA
MAXIMUM ALLOWABLE SQUARE FOOTAGE:21,780 x .177 = 3,855 + 1000 = 4,855.0 Sq.Ft.43,560 - 21,780 = 21,780 x .10 = 2,178.0 Sq.Ft.52,977 - 43,560 = 9,417 x .05 = 470.9 Sq.Ft.

Total= 7,503.9 Sq.Ft.

GENERALT-1.1 COVER SHEETT-1.2 SURVEYT-1.4a STORY POLE PLANT-1.5 2/3RD'S CALCULATIONST-1.6 HEIGHT EXHIBITARCHITECTURALA-0.1 PROPOSED SITE PLAN & GATE PLANA-0.2 PROPOSED PARTIAL SITE PLANA-0.3 FIRE DEPARTMENT PLAN AND ROAD PROFILEA-1.1 PROPOSED BASEMENT PLANA-1.2 PROPOSED FIRST FLOOR PLANA-1.3 PROPOSED SECOND FLOOR PLANA-1.4 PROPOSED ROOF PLANA-1.5 PROPOSED PAVILIONSA-2.1 PROPOSED MAIN HOUSE ELEVATIONSA-2.2 PROPOSED MAIN HOUSE ELEVATIONSA-3.1 PROPOSED SECTIONS

APPLICABLE CODES
SCOPE OF WORK:
- COMPLY WITH CODE ENFORCEMENT
- NEW GATE AND PILASTER DESIGN- NEW GRADING- NEW DRAINAGE- NEW BLOCK WALL

SYMBOL LEGEND
MAXIMUM AMOUNT OF IMPERMEABLE COVERAGE:52,977 x 30% = 15,893.1 Sq.Ft.

EXISTING IMPERMEABLE COVERAGE:

EXISTING PROPOSED
BUILDING FOOTPRINT 2,972 Sq.Ft. 5,509 Sq.Ft.DRIVEWAY 3,460 Sq.Ft.WALKWAYS, STAIRS & MISC.HARDSCAPE 2,566 Sq.Ft. 3,459 Sq.Ft.

Total Impermeable Coverage 8,998 Sq.Ft. 8,968 Sq.Ft. < 15,893.1 Sq.Ft. •Occ.Group: R3/U
•Type of Construction: VB•Fire Zone: VHSFHZ•Number of Stories: 2 W/ Basement•Sprinkled: Yes•Zone: RR1

THE WARLEY AVENUE

TRUST RESIDENCE
August, 2022
•Address: 6968 DUME DR
Malibu, CA 90265
•Owner: THE WARLEY AVENUE TRUST•Legal Descr.: SEE SURVEY•A.P.N: 4466-015-015•Lot Size: Gross Lot Area: 52,977 SQFT (1.22 Ac ) OWNER:The Warley Avenue Trust9100 Wilshire Blvd, Suite 100wBeverly Hills, CA 90212ARCHITECT:Burdge & Associates Architects, Inc.Douglas W. Burdge, A.I.A.24911 Pacific Coast HwyMalibu, CA 90265Tel: 310-456-5905Fax: 310-456-2467DESIGNER:Saffron Case Homes6674 Arizona CircleLos Angeles, CA 90045Tel: 917-913-1012 SURVEYOR:Land & Air Surveying, Inc.22741 Pacific Coast Highway Suite #400AMalibu, CA 90265Tel: 310-456-9381Fax: 310-456-9821GEOLOGY:Alpine GeologyMike Leary1358 Tower SQ, Suite 1Ventura, CA 93003Tel: 805-658-9000SEPTIC:Alpine GeologyMike Leary1358 Tower SQ, Suite 1Ventura, CA 93003Tel: 805-658-9000 PROPOSED SQUARE FOOTAGE TABULATION:MAIN RESIDENCE:

Basement 999 Sq.Ft. (Less than 1,000 allowed)First Floor 4,309 Sq.Ft.Second Floor 2,363 Sq.Ft. 6,672 Sq.Ft.

Attached Garage 800 Sq.Ft.

Sub-Total 7,472 Sq.Ft.T.D.S.F. 7,472 Sq.Ft. < 7,503.9 Sq.Ft.

BULK AREA TABULATION: (2/3's RULE)
Main Residence
First Floor 4,263 SFAttached Garage 487 SF
Total Ht. Below 18' 4,750 SF
Maximum Area Allowed Over 18'
(4,750 x .67) = 3,166.7 SF
Proposed Area Over 18'
Garage portion 359 SFSecond Floor Total 2,769 SF
Total 3,128 SF < 3,166.7 SF
24 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
T-1.2
SURVEY
6968 DUME
6968 DUME DR.

Malibu, CA
30'-1/2" 6'-7 1/2"
1"X2" WOODAIR CONDITIONING UNITASPHALTBARBEQUEBLOCKBASIS OF BEARINGBRICKCLEARCONCRETE NAILCONCRETEDRAIN INLETDRAIN OUTLETDOWNENCROACHMENTETCHED OR SCRIBED "X"FOUNDFIRE HYDRANTFINISHED FLOORFLOW LINEFINISHED SURFACEGAS METER LIST OF ABBREVIATIONS:1X2AC UNITA/CBBQBLKB.O.B.BRKCLRCNCONCDIDODNENCRETCH "X"FDFHFFFLFSGM

GVH&TICVIPL&TMHMHTLO/HPILEPPPMXRRTSPSPKSSCOSSMHTCTWWWMWV GAS VALVEHUB & TACKIRRIGATION CONTROL VALVEIRON PIPELEAD & TACKMANHOLEMEAN HIGH TIDE LINEOVER HANGCONC PILE / CAISSONPOWER POLEPAINT MARK "X"RAIL ROAD TIESIGN POSTSPIKESANITARY SEWER CLEAN OUTSANITARY SEWER MANHOLETOP CURBTOP WALLWASHERWATER METERWATER VALVE 20 Scale 1" = 20'
0 20 40 60
ICV
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WOODDECK
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RRT
BLOCK
WALL
GRAVEL

DRIVEWAY
GRAVEL

DRIVEWAY
P.I.Q.

APN: 4466-015-015
1 STORY
STUCCO
HOUSE
O/H
N03°51'17"W
N90°00'00"E 373.69'
.
.
.
.
.
. P.I.Q. APN: 4466-015-016 (NOT A PART)
P.I.Q.

APN: 4466-015-014
(NOT A PART)
140.00'
SHED
30' 30'
6 0'
140.32'
N90°00'00"W 383.12'
WM
CL
GATE
X
X
X
GATE
STUCCO
WALL
DN
.
.
.
.
.
.
.
. FH

POST(TYP)
X X
X
N00°00'00"W(B.O.B.)
W W W
210'
220'
220'
220'
230'
PROPERTY ADDRESS:6968 DUME DRIVEMALIBU, CA 90265ASSESSOR'S PARCEL NO.:4466-015-015 (LOS ANGELES COUNTY)LEGAL DESCRIPTION:A PARCEL OF LAND BEING A PORTION OF THE RANCHO TOPANGA MALIBUSEQUIT, AS CONFIRMED TO MATTHEW KELLER BY PATENT IN THE CITY OFMALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, RECORDED INBOOK 1 PAGE 407 ET SEQ. OF PATENTS, IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY:BEGINNING AT A POINT IN THE CENTER LINE OF EASEMENT NO.1 (DUMEDRIVE) DESCRIBED IN THE DECLERATION OF EASEMENTS RECORDEDOCTOBER 21, 1956 IN BOOK 23566 PAGE 183, OFFICIAL RECORDS, SAIDPOINT OF BEGINNING BEING TRUE NORTH 166.28 FT FROM THE SOUTHERLY EXTREMITY OF THE CENTER LINE COURSE DESCRIBED IN SAIDEASEMENT NO. 1, AS TRUE SOUTH 811.28FT; THENCE FOLLOWING THECENTER LINE OF SAID EASEMENT NO. 1 TRUE NORTH 140.00FT, THENCEEAST 403.69FT THENCE S 3^51'17" E 140.32FT, THENCE WEST 413.12FT, TO THE POINT OF BEGINNING.EXCEPT THEREFROM ALL MINERALS, OIL, PETROLEUM, ASPHALTUM GAS,COAL AND OTHER HYDROCARBON SUBSTANCES IN, ON, WITHIN AND UNDER SAID LANDS AND EVERY PART THEREOF BUT WITHOUT SURFACERIGHT OF ENTRY, AS RESERVED BY MARBLEHEAD LAND COMPANY, INDEED RECORDED NOVEMBER 27, 1946 IN BOOK 23923 PAGE 446, OFFICIALRECORDSTHE ABOVE DESCRIBED LAND IS SHOWN AS PARCEL 61 ON A RECORD OFSURVEY FILED IN BOOK 57 PAGES 47-50 INCLUSIVE, RECORD OF SURVEY,IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.BASIS OF BEARINGS:THE BEARING OF N0^00'00"W ALONG THE CENTERLINE OF DUME DRIVEAS SHOWN ON RECORD OF SURVEY AS RECORDED IN BOOK 57 PAGES47 TO 50, IN THE OFFICE OF THE RECORDER OF LOS ANGELES COUNTY,STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARING FOR THISSURVEY.BENCH MARK:MALIBU 208.513' USGS MON 12 IN UP 59 FT N C/L PACIFIC Y-5438(2008) COAST HWY 124 FT E C/L HEATHERCLIFF RD & W SIDE DR TO HSE NO 29127 MKD (R 48 1928 RESET 1937) SURVEY MKR POST 3 FT UP 1 FT N.ELEVATIONS SHOWN ON THIS MAP ARE BASED ON NGVD 1988 DATUM.

FD S & W

MAILBOX
30' STREET EASEMENT

PER TITLE
ITEM NO. 7
.
.
.
. GATE WOOD RAIL FENCE PP X
DN
PP 726872E
215.88
214.48
225.94
220.84
227.33
227.73
225.13
227.67
218.12
212.71
FS
227.52
227.40
214.31 223.51
223.19
214.70
225.09
225.55
216.74
223.29
228.52
228.09
220.52
225.32
229.72
220.63
FF
220.70
228.01
223.61
230.77
217.78
225.15
217.09
FS
225.85
FS
228.51
222.53
219.78
221.97
226.77
227.67
218.63
227.81
229.60
214.79
227.99
FS
227.95
212.92
223.42
227.82
220.31
212.61
224.19
224.90
214.80
221.48
FS
227.86
227.54
228.88
222.05
224.44
223.00
231.50
218.94
216.90
214.90
FS
225.30
226.74
227.20
222.65
227.11
218.58
216.53
227.99
FS
227.32
228.18
214.62
227.89
FS
227.84
211.10
224.72
215.57
220.66
FS
228.26
228.68
223.29
224.36
228.04
221.00
232.94 215.44
221.94
215.60
TW
229.98
215.67
225.83
FS
226.17
222.73
220.41
222.87
228.79
226.34
224.41
227.05
223.23
227.30
217.84
228.06
231.25
228.00
217.41
223.67
227.79
FS
227.84
209.66
221.80
219.07
219.19
220.79
227.85
222.66
226.12
218.36
TW
231.72
224.92
223.45
227.67
227.10
FS
228.97
219.68
227.62
228.88
225.09
226.93
225.04
225.84
227.54
228.01
227.86
223.64
227.67
FS
227.87 FF
229.72
226.98
209.57
220.48
223.69
226.67
221.82
FS
229.64
224.16
218.52
227.47
226.57
227.37
FS
228.60
224.80
227.46
224.98
227.68
220.31
FS
228.10
FS
229.34
227.81
218.85
223.72 227.68
FF
229.74
207.99
221.80
215.35
216.19
222.07
225.99
222.08
FS
228.57
222.12
TW
229.48
226.66
216.16
225.63
FS
228.19
224.34 225.77
225.33
227.91
227.54
FS
228.26
FS
228.64
220.33
227.45
216.15
224.13
227.84
209.34
222.35
213.36
217.53
233.08
228.36
219.58
226.12
220.80
FS
228.32
223.66
223.07
224.12
227.18
226.20
220.76
TW
230.67
223.75
224.42
227.28
FS
228.14
220.05
226.79
225.31
227.77
227.80
217.87
FS
227.94
227.00
220.35
FS
229.41
213.86
224.60
227.41
226.21
223.51
211.90
227.99
217.40
226.56
219.19
FS
228.41
222.33
226.57
226.61
220.39
224.02
226.80
221.61
219.97
217.59
227.62
227.79
227.88
FS
227.69
225.89
221.20
223.56
227.72
FS
229.38
229.30
212.08
224.72
227.06
228.02
226.85
FF
228.54
227.53
218.38
225.14
222.35
FS
227.58
221.98
227.86
226.88
216.94
224.09
227.33
221.77
232.44
222.03
227.66 215.90
228.02
FS
227.51
218.81
210.78
223.89
226.53
224.78
219.72
FF
221.96
228.68
TW
226.69
228.95
215.92
222.83
225.93
FS
226.12
220.20
TW
228.80
BARN
NOTES:1) THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT. EASEMENTS, IF ANY, ARE NOT SHOWN ON THIS MAP. 2) PERTAINING TO SURVEY AND TOPO MAP, IF RETAINING WALLS OR SIMILAR STRUCTURES ARE TO BE DESIGNED FROM CONTOURS SHOWNON THIS MAP, GROUND ELEVATIONS AT CRITICAL POINTS CONTROLLINGTHE DESIGN SHOULD BE VERIFIED BY DIRECT LOCATION AND LEVELSPRIOR TO FINAL DESIGN ADOPTION.3) UTILITIES, IF LOCATED, ARE BY SURFACE EVIDENCE ONLY. (MANHOLES, WATER METERS, GAS METERS, POWER POLES, ETC.)4) GROSS PARCEL AREA = 52,977 SQ. FT. / 1.22 ACRES FOOTPRINT OF 2 STORY STUCCO HOUSE: 2,542 SQ. FT.FOOTPRINT OF 1 STORY WOOD BARN: 242 SQ. FT. 6" TREE 9" TREE
12" TREE
(TYP)
WRF
WRF
POST
(TYP)

FD S & W
140.00'
986.28'
N00°00'00"W

BLUEWATER RD
X
W
II
WIF
CL
LEGEND:PROPERTY LINE:

STREET CENTERLINE:

EASEMENT:MONUMENT:

STREET LIGHT (ST.LT.):

ASPHALT (A/C):

BUILDING:

CHAIN LINK FENCE (C.L.F.):

WOOD FENCE:WIRE FENCE:WROUGHT IRON-FENCE
4" 4" 4" 4" 4"
4" 4" 4" 4"
.
.
.
.
.
.
.
. CONCRETE (CONC.): . TILE:

SLATE/FLAGSTONE:

DIRT/GRAVEL:BRICK (BRK):MANHOLE (M.H.):

TREES: PINE PALM EUC OAK TREE
CL
CL
225'
225'
225'
SLOPE ANALYSIS LEGEND:

FLATTER THAN 4:1 = 49,729 SQ. FT.
4:1 TO 3:1 = 2,007 SQ. FT.
72
  64)7
72
  064)7
1:1 AND STEEPER = 0.00 SQ.FT.

STREET EASEMENT = 0.00 SQ. FT.GROSS AREA = 52,977 SQ. FT./ 1.22 ACRES

NET AREA (GROSS MINUS STREET EASEMENTS
AND SLOPES 1:1 AND STEEPER) = 52,977 SQ. FT./ 1.22 ACRES ICV
DN
SHED

WOODDECK
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
. GARDEN FIRE PLANTER PIT
O/H
O/H
DN
DI
RRT
RRT
BLOCK
WALL
GRAVEL

DRIVEWAY
GRAVEL

DRIVEWAY

ASPHALT

DRIVEWAY
P.I.Q.

APN: 4466-015-015
1 STORY
STUCCO
HOUSE
O/H
N03°51'17"W
N90°00'00"E 373.69'
.
.
.
.
.
. P.I.Q. APN: 4466-015-016 (NOT A PART)
P.I.Q.

APN: 4466-015-014
(NOT A PART)
140.00'

DUME DRIVE
SHED
30' 30'
6 0'
140.32'
N90°00'00"W 383.12'
WM
CL
GATE
WRF
X X
X
X
GATE
STUCCO
WALL
DN
.
.
.
.
.
.
.
. FH

POST(TYP)
X X
X
N00°00'00"W(B.O.B.)
W W W
210'
220'
220'
220'
230'

FD S & W

MAILBOX
30' STREET EASEMENT

PER TITLE
ITEM NO. 7
.
.
.
. GATE WOOD RAIL FENCE
W
W X
PP
DN
PP 726872E
215.88
214.48
225.94
220.84
227.33
225.13
227.67
218.12
212.71
FS
227.52
227.40
214.31 223.51
223.19
214.70
224
225.55
216.74
223.29
228.52
228.09
220.52
225.32
229.72
220.63
FF
220.70
228.01
223.61
230.77
217.78
225.15
217.09
FS
225.85
FS
228.51
222.53
219.78
221.97
226.77
227.67
218.63
227.81
229.60
214.79
227.99
FS
227.95
212.92
223.42
227.82
220.31
212.61
224.19
224.90
214.80
221.48
FS
227.86
227.54
228.88
222.05
224.44
223.00
231.50
218.94
216.90
214.90
FS
225.30
226.74
227.20
222.65
227.11
218.58
216.53
227.99
FS
227.32
228.18
214.62
227.89
FS
227.84
211.10
224.72
215.57
220.66
FS
228.26
228.68
223.29
224.36
228.04
221.00
232.94 215.44
221.94
215.60
TW
229.98
215.67
225.83
FS
226.17
222.73
220.41
222.87
228.79
226.34
224.41
227.05
223.23
227.30
217.84
228.06
231.25
228.00
217.41
223.67
227.79
FS
227.84
209.66
221.80
219.07
219.19
220.79
227.85
222.66
226.12
218.36
TW
231.72
224.92
223.45
227.67
227.10
FS
228.97
219.68
227.62
228.88
225.09
226.93
225.04
225.84
227.54
228.01
227.86
223.64
227.67
FS
227.87 FF
229.72
226.98
209.57
220.48
223.69
226.67
221.82
FS
229.64
224.16
218.52
227.47
226.57
227.37
FS
228.60
224.80
227.46
224.98
227.68
220.31
FS
228.10
FS
229.34
218.85
223.72 227.68
FF
229.74
207.99
221.80
215.35
216.19
222.07
225.99
222.08
FS
228.57
222.12
TW
229.48
226.66
216.16
225.63
FS
228.19
224.34 225.77
225.33
227.91
227.54
FS
228.26
FS
228.64
220.33
227.45
216.15
224.13
227.84
209.34
222.35
213.36
217.53
233.08
228.36
219.58
226.12
220.80
FS
228.32
223.66
223.07
224.12
227.18
226.20
220.76
TW
230.67
223.75
224.42
227.28
FS
228.14
220.05
226.79
225.31
227.77
227.80
217.87
FS
227.94
227.00
220.35
FS
229.41
213.86
224.60
227.41
226.21
223.51
211.90
227.99
217.40
226.56
219.19
FS
228.41
222.33
226.57
226.61
220.39
224.02
226.80
221.61
219.97
217.59
227.62
227.79
227.88
FS
227.69
225.89
221.20
223.56
227.72
FS
229.38
229.30
212.08
224.72
227.06
228.02
226.85
FF
228.54
227.53
218.38
225.14
222.35
FS
227.58
221.98
226.88
216.94
224.09
227.33
221.77
232.44
222.03
227.66 215.90
228.02
FS
227.51
218.81
210.78
223.89
226.53
224.78
219.72
FF
221.96
228.68
TW
226.69
228.95
215.92
222.83
225.93
FS
226.12
220.20
TW
228.80
BARN
6" TREE 9" TREE
12" TREE
(TYP)
WRF
WRF
POST
(TYP)

FD S & W
140.00'
986.28'
N00°00'00"W

BLUEWATER RD

SYC PEPPER CORK OLIVE
CL
CL
225'
224
224
1/16" = 1'-0"
25 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
T-1.4a

STORY POLE PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
112 114 113
104
102
1A
101
111
112114113
109 1D 108
103
1E 1B
107
1G
1C
1F
110
105
106
14'-0"
5'-0"
30'-1/2" 6'-7 1/2"
4'-0"
228.25'
228.25'
232.50'
232.00'
224.00'
228.00'
225.25'
226.50' 227.00' 227.50'
224.75'
228.00'
228.00'
228.00'
228.00'
228.00'
225.00'
227.75'

SURFBOARDS
232.50' TOW228.00' BOW
+42"
228.00' TOW
222.00' BOW
228.00' TOW +42"
222.00' BOW
6' HIGH

WOOD FENCE

CANTILEVERED

WD WALKWAY

RW CONTINUES

UNDER WALKWAY

ELEC CARCHARGING STATION
232.50' TOW228.00' BOW
LINK FENCE @ PL
PROPOSED 1,200GPD SEPTIC TANK

ABANDONEDPIT

ABANDONED
PIT

ABANDONED

SEPTIC TANK

H/C OUTDOOR

SHOWER/HOSE
BIB
ONE
RBE
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
20'x60'
SPA
6'x9'
228.00'
WL
POOL
3-CAR
GARAGE

OUTDOOR
SHOWER
PA.
10% SYS
B
3060
GATE
PA.

IPE WOOD
PA PA
DN
PIZZA
OVEN
DN
+36"
BBQ
WOOD
3060
GATE
WOOD
BF
DOORS
PA.

PAVILION
20 X 20
GRAVEL
PA
PA
DN
LAP
LANE
PA.

CONC
DECK
WOOD
DECK
9x12
TALL FICUS HEDGE @ PL
CONC
3080
GLASS
LIGHT
WELL
@ PL
GRAVEL
GRAVEL
PA
@
DN
PA
10%
15%
10%
PA
TALL FICUS HEDGE @ PL
CONC
FRIDGE
TRASH
STACKS
SINK
224.75' FG
228.00 FG
228.00' FG
228.00' FG
228.00' FG
228.00' FG
225.00' FG
227.75' FG
228.00' FG
228.00' FG
SP1228.25' (EG)246.00' (*18')249.75' (TOP)240.33' (BELOW) SP2228.40' (EG)246.00' (*18')249.75' (TOP)240.83' (BELOW) SP3227.82' (EG)245.82' (18')249.75' (TOP)
SP4224.92' (EG)242.92' (18')248.58' (TOP)
SP6225.55' (EG)243.55' (18')249.75' (TOP)237.44' (BELOW) SP7227.30' (EG)245.30' (18')249.75' (TOP)
SP8227.72' (EG)245.72' (18')249.75' (TOP)
SP17219.43' (EG)237.43' (18')237.28' (TOP)
SP15223.15' (EG)241.15' (18')248.58' (TOP)
SP19223.75' (EG)241.75' (18')237.28' (TOP)
SP20223.26' (EG)241.26' (18')237.28' (TOP)
SP9228.06' (EG)246.00' (*18')252.73' (TOP)
SP16225.55' (EG)243.55' (18')252.73' (TOP)
SP11227.68' (EG)245.68' (18')255.61' (TOP)
SP10227.80' (EG)245.80' (18')253.03' (TOP)
SP14225.84' (EG)243.84' (18')252.24' (TOP)
SP13227.77' (EG)245.77' (18')254.31' (TOP)
SP12227.68' (EG)245.68' (18')255.61' (TOP)
SP5225.84' (EG)243.84' (18')249.75' (TOP)241.35' (BELOW) SP18221.94' (EG)239.94' (18')241.71' (TOP)
INSTRUCTIONS:Indication of story pole Height- The elevation of the height of each story pole and the natural and finish grades shall be indicated on the plans. In addition, the applicant shall provide an Elevation plan showing a typical story pole."If at anytime the story pole becomes unsafe, they shall be repaired and reset immediately. The story poles shall beremoved immediately if determined by the City to be a public safety risk.""The top one-foot (1'-0") of the story pole shall be painted with a clearly visible black paint. Markings shall also bemade at 18 feet above finish or natural grade, whichever results in a lower building height, and at one (1) footincrements above 18 feet as shown on the height exhibit (Sheet 2). Bright orange construction mesh approximatelyone (1) foot in width shall be placed connecting poles to show all proposed roof and ridgelines.

PLAN NOTES:STORY POLE PLANAPPROVED BY:I hearby absolve the City of any liability associated with the construction of, ordamage caused by, the placement of the approved story poles.____________________________________ ____________Project Applicant DateROBYN MORUZZIBurdge & Associates Architects, Inc.

SP#ER#EG#SP#
SP# (ER#)
XX.XX'XX.XX'XX.XX'
SP# (EG#)
XX.XX'XX.XX'XX.XX'
LEGEND:

Story pole NumberDatum @ Bottom of PoleDatum @ 18' From GradeDatum @ Top of PolePlastic RibbonStory Pole Datum @ Top of Pole/Story Pole NumberDatum @ Bottom of Pole (EG) EXISTING GRADE(ES) EXISTING STRUCTURE
Datum @ Bottom of Pole@ (E) Roof
Existing Structure OutlineStory pole NumberDatum @ Bottom of PoleDatum @ *18' From GradeDatum @ Top of Pole (ER) EXISTING ROOF
Datum @ Top of New Pole/Story Pole Number
(TOP) TOP OF POLE
*18' IS MEASURED FROM FINISHED GRADE TOREFLECT PROPER BUILDING HEIGHTS PER THE LCP STORY POLE #
DATUM @ BOTTOM
SP2SP3
DATUM @ TOP

STORY POLE HEIGHT
249.75' 21.50'

21.35'
SP1SP4

21.93'23.66'

MAIN HOUSE
248.58'
SP8SP7SP6 24.20'

22.45'

23.91'
SP9
SP12
SP11
SP10 253.03'
252.73'
SP13SP14
254.31'
SP16SP15
252.24'248.58'
SP17SP18
237.28'241.71'
SP5
252.73'
249.75'249.75'

22.03'24.67'25.23'27.93'26.54'26.40'25.43'17.85'19.77'27.18' 249.75'249.75'249.75'249.75'
255.61' 27.93'255.61'
228.25 (EG)228.40 (EG)224.92 (EG)227.82 (EG)225.84 (EG)227.30 (EG)225.55 (EG)227.72 (EG)228.06 (EG)227.77 (EG)223.15 (EG)225.84 (EG)219.43 (EG)221.94 (EG)225.55 (EG)227.68 (EG)227.80 (EG)227.68 (EG) SP19SP20
237.28'237.28'

13.53'14.02'
223.75 (EG)223.26 (EG)
T
30'-1/2" 6'-7 1/2"
ICV
BLOCK
WALL
GRAVEL

DRIVEWAY
P.I.Q.

APN: 4466-015-015
O/H . . SHED
GATE
230'

20.84 227.33
225.13
227.67
225.55
228.52
228.09
229.72
0 223.61
230.77
225.15
219.78
218.63
227.81
227.99
227.82
224.90
FS
227.86
227.54
228.88
224.44
223.00
231.50
226.74
222.65
227.11
218.58
227.99
227.89
FS
227.84
FS
228.26
228.68
224.36
222.87
223.23
227.30
228.06
231
227.79
FS
227.84
226.12
TW
231.72
224.92
227.62
225.84
227.54
228.01
227.67
FS
227.87
221.82
FS
229.64
224.16
227.37
224.98
227.68
220.31
227.68
F
228.57
222.12
227.91
227.54
227.84
2 FS
228.32
223.07
223.75
224.42
227.28
227.77
227.80
227.41
FS
228.41
224.02
226.80
221.61
227.62
227.79
227.88
227.72
227.06
228.02
227.33
221.77
227.66
228.02
226.53
224.78
228.95
220.20
RN
6" TREE
WRF
WRF
225'
ICV
BLOCK
WALL
GRAVEL

DRIVEWAY
ALT
WAY
P.I.Q.

APN: 4466-015-015
O/H . . SHED
GATE
230'

20.84 227.33
225.13
227.67
225.55
228.52
228.09
229.72
0 223.61
230.77
225.15
219.78
218.63
227.81
227.99
227.82
224.90
FS
227.86
227.54
228.88
224.44
223.00
231.50
226.74
222.65
227.11
218.58
227.99
227.89
FS
227.84
FS
228.26
228.68
224.36
222.87
223.23
227.30
228.06
231
227.79
FS
227.84
226.12
TW
231.72
224.92
227.62
225.84
227.54
228.01
227.67
FS
227.87
221.82
FS
229.64
224.16
227.37
224.98
227.68
220.31
227.68
F
228.57
222.12
227.91
227.54
227.84
2 FS
228.32
223.07
223.75
224.42
227.28
227.77
227.80
227.41
FS
228.41
224.02
226.80
221.61
227.62
227.79
227.88
227.72
227.06
228.02
227.33
221.77
227.66
228.02
226.53
224.78
228.95
220.20
RN
6" TREE
WRF
WRF
225'
SP#ER#EG#SP#
SP# (ER#)
XX.XX'XX.XX'XX.XX'
SP# (EG#)
XX.XX'XX.XX'XX.XX'
SP1228.25' (EG)246.00' (*18')249.75' (TOP)240.33' (BELOW) SP2228.40' (EG)246.00' (*18')249.75' (TOP)240.83' (BELOW) SP3227.82' (EG)245.82' (18')249.75' (TOP)
SP4224.92' (EG)242.92' (18')248.58' (TOP)
SP6225.55' (EG)243.55' (18')249.75' (TOP)237.44' (BELOW) SP7227.30' (EG)245.30' (18')249.75' (TOP)
SP8227.72' (EG)245.72' (18')249.75' (TOP)
SP17219.43' (EG)237.43' (18')237.28' (TOP)
SP15223.15' (EG)241.15' (18')248.58' (TOP)
SP19223.75' (EG)241.75' (18')237.28' (TOP)
SP20223.26' (EG)241.26' (18')237.28' (TOP)
SP9228.06' (EG)246.00' (*18')252.73' (TOP)
SP16225.55' (EG)243.55' (18')252.73' (TOP)
SP11227.68' (EG)245.68' (18')255.61' (TOP)
SP10227.80' (EG)245.80' (18')253.03' (TOP)
SP14225.84' (EG)243.84' (18')252.24' (TOP)
SP13227.77' (EG)245.77' (18')254.31' (TOP)
SP12227.68' (EG)245.68' (18')255.61' (TOP)
SP5225.84' (EG)243.84' (18')249.75' (TOP)241.35' (BELOW) SP18221.94' (EG)239.94' (18')241.71' (TOP)
LEGEND:

Story pole NumberDatum @ Bottom of PoleDatum @ 18' From GradeDatum @ Top of PolePlastic RibbonStory Pole Datum @ Top of Pole/Story Pole NumberDatum @ Bottom of Pole (EG) EXISTING GRADE(ES) EXISTING STRUCTURE
Datum @ Bottom of Pole@ (E) Roof
Existing Structure OutlineStory pole NumberDatum @ Bottom of PoleDatum @ 18' From GradeDatum @ Top of Pole (ER) EXISTING ROOF
Datum @ Top of New Pole/Story Pole Number
(TOP) TOP OF POLE
SCALE: 1/8" = 1'-0"

STORY POLE PLAN
SCALE: 1/8" = 1'-0"

SURVEY STORY POLE OVERLAY

AS NOTED
NOTE:1. THIS PLAN IS FOR SURVEYOR AND SURVEYING PURPOSES ONLY TO BE CERTIFIED SP1228.25' (EG)246.00' (*18')249.75' (TOP)240.33' (BELOW) SP2228.40' (EG)246.00' (*18')249.75' (TOP)240.83' (BELOW) SP3227.82' (EG)245.82' (18')249.75' (TOP)
SP6225.55' (EG)243.55' (18')249.75' (TOP)237.44' (BELOW) SP7227.30' (EG)245.30' (18')249.75' (TOP)
SP8227.72' (EG)245.72' (18')249.75' (TOP)
SP17219.43' (EG)237.43' (18')237.28' (TOP)SP19223.75' (EG)241.75' (18')237.28' (TOP) SP20223.26' (EG)241.26' (18')237.28' (TOP)
SP9228.06' (EG)246.00' (*18')252.73' (TOP)
SP16225.55' (EG)243.55' (18')252.73' (TOP)
SP11227.68' (EG)245.68' (18')255.61' (TOP)
SP10227.80' (EG)245.80' (18')253.03' (TOP)
SP14225.84' (EG)243.84' (18')252.24' (TOP)
SP13227.77' (EG)245.77' (18')254.31' (TOP)
SP12227.68' (EG)245.68' (18')255.61' (TOP)
SP5225.84' (EG)243.84' (18')249.75' (TOP)241.35' (BELOW) SP18221.94' (EG)239.94' (18')241.71' (TOP)
SP4224.92' (EG)242.92' (18')248.58' (TOP)
SP15223.15' (EG)241.15' (18')248.58' (TOP)
26 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
T-1.5
2/3RD'S CALCULATIONS
6968 DUME
6968 DUME DR.

Malibu, CA
112 114 113
104
102
1A
115
101
111
112114113
109 1D 108
116
103
123
1B
117
120
1E
118
119
107
1G
1C
1F
110
105
122
106
121
RANGE
2'-9" 4'-0" 4"
22'-6"
22'-7" 5'-8 1/2"
21'-0"
4" 4'-0"
4'-0"
3'-0" 5'-5 1/2" 5'-5 1/2" 3'-0" 6'-1/2" 6'-1/2"
21'-0"
30'-1/2" 6'-7 1/2"
4'-0"
228.250'
228.250'
228.250'
228.000'
228.000'
225.00'
225.250'
224.750'
228.000'
228.250'
228.250'
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
OH
OH

RECESSEDTV
1 HR. FIRE RATED

CONSTRUCTION
TYP. "X" @ WALLS,

CEILING, POSTS AND BEAM

COUNTER
UPPERS
MC
56100 FX.WINDOW
OH
OH
OH
+9" CURB
HANGER

TRAY CEILING
MC
HOOD
ZESK

BI BOOKS BI BOOKS
30x36 ATTIC

ACCESS W/ PULL

DOWN LADDER

LIBRARYLADDER
GH
CE
6' HIGHWOOD
OH
(4)60100

PCKT SLIDERS
(4)59100

PCKT SLIDERS
UP 20 R @ 7 1/2" 19 T @ 11"
DN

21.75' x 34'
118
GARAGE
(3)28100

BI-FOLD
FLOOR
HEARTH
FLOOR
HEARTH
8'

FIREPLACE
1626
OPEN
TO
BELOW
+36"
2890
9' CH
(4)59100

PCKT SLIDERS
3080
PKT
3080
3080 PKT
GLASS
5060
DBL
CSMT
3080
CO.
123
36"
F
36"
R
36" OV/
MICRO/
WD
2880
+36"
+42" ISLAND
5'x12'
DW
8080

SLIDERS
2650
CSMT
@ 3' SILL
225100

PCKT SLDRS
(2)56100SLIDERS
50180
FX.

11.5'x30'
102
FOYER
6'x7.5'
BATH #6
114
115
12'x15'
BDRM. #6
111
15'x16.5'
BDRM. #5 3'x5.5'
PA.
14'x17'
116
MUD/

LAUNDRY
113
WIP
5'x8'
16'x36'
110

KITCHEN
GREAT
ROOM
108 - 10.5' CH
29'x48'
OPEN

TRELLIS
101
12'x12'
103- 9'CH

5.25'x11.5'
PWDR#1
117

5.5'x7'
PWDR#2
104 - 10.5' CH
DEN

26.5 'x 27'
50100
FX.
3060
SL
STACK
W/D
STACK
W/D
DRIP/
DRY
AREA
-2"
-2"
-2"
-2"
-2"
-2"
-2"
-2"

COVERED
PORCH#2
120

5.92'x12.5'
OPEN

TRELLIS
ABOVE
6" WOOD
(IPE)
80100 DBL
FRENCH
DOORS
BOOKS
2060
ISLAND

FLOATING
STAIR

FLOATING
STAIR
OPEN

TRELLIS
ABOVE
OPEN

TRELLIS
ABOVE
(5)211100

BI-FOLD
2890
CO.
5680

SLIDERS
+18"
SEAT
4' VESSEL

SINK W/
2 WALL

FAUCETS
+30"
BI.

COFFEE DW

LIGHT WELL
DN
SEAT
-4"
BR
PA PA
-2"
121
6'x12'
BATH #5
AD.

BOOKS
SURF
BOARDS
5'.75 x 22.75'

COVERED
PORCH
6" WOOD IPE
9'x 26'
BAR
105 - 10.5' CH
3080
24 R @ 7"
23 T @ 11"
2040
CSMT
2880
2880
2880
2880

REF WINE
2F
2G
2H
2J
2I
207
212
2D
2E
210
216
214 215
204
2K 2L
201
202
209
208
213
217
2C
2A
205
211
2B
206
203
3A

DRESSER
A

3.1 A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
4'-0" 1'-3"
240.583'
240.583'
+42" CABLE

RAILING
+42" GLASS

RAILING
+42" SOLIDWALL
6" FLUE
HIDDEN

BOOKCASE
6' SOLIDWALL
4x4 ALUM
+30" GLASS OF
+18" SOLID
FX.

OH
OH
+42" GLASS

RAILING

STONE VENEER
+42" SOLID
20 R @ 7 1/2"
19 T @ 11" DN
(4)6080

PCKT SLIDERS
OPEN
TO
BELOW
48"

OUTDOOR
FP
OPEN

TRELLIS
FLOOR
HEARTH
42"

FIREPLACE

OUTDOOR
SHOWER
2880
PKT
2880
6" WOOD
(IPE)
6" WOOD
IPE
12080

PCKT SLIDER
2880
CO
2880
C.O.

BOOKS
6080 DBL
FRENCH
DOORS
2640 CSMT
@ 4.0' SILL
-4"

LIBRARY
LADDER

BOOKS BOOKS BOOKS BOOKS
BOOKS
2640
CSMT
2640
CSMT
-4"
BENCH
2640
CSMT
PA.

OPEN

TRELLIS
5'x12.75'
DECK#1
212
210

12.75'18.5'
MASTER
BATH
209
22'x24'
MASTER
BDRM.
211
10'x25'
MASTER
WIC
208

3.5'x10'
HALL #1
OPEN
TO
BELOW

2.5x2.5
ATTIC
ACCESS
3080 DBL
FRENCH
DOORS
VANITY
+30"
+30"
3x6
TUB
3060
2'x10.5'
ISLAND
2'x6'
ISLAND
6" WOOD
(IPE)
6" WOOD
(IPE)
6" WOOD
(IPE)
6" WOOD
(IPE)
207
12'x20'
BDRM. #2
206

13.5'x18'
STUDY/
BDRM. #3 5.25'x12'
BATH #3
205

5.5'x37'

GALLERY
201

BOOKS BOOKS
6'x12'

READING
AREA
202
BOOKS
BIG

CRICKET
BIG

CRICKET
16'x17'

4.5'x9'
DECK#2
213
5'x55'
DECK#3
214
19'x19.5'
DECK#4
215
216
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
BOOKS
2880
PKT
2880
PKT
2880
PKT
BI.
8080

BI-FOLD
3080
3:12
SLOPE
KING

DBL CSMT
5040
2640 CSMT
@ 4.0' SILL
2640 CSMT
@ 4.0' SILL
2640 CSMT
@ 4.0' SILL
NORTH
HALL

3.5'x12'
212
2880
PKT
-4"
8'x8'
203
BATH #2
2880
PKT
2640
CSMT
2640
CSMT
10080
SLD
SLSL

CANTILVR
BENCH

CANTILVR
BENCH
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
(2)6080

SLIDERS
3:12
SLOPE
240.750'
240.750'
4,263 sq ft
487 sf ft
359 sq ft
207
212
210
216
214 215
209
208
213
217
211
206

DRESSER
C
A-3.1
4'-0" 1'-3"
+42" GLASS

RAILING
6" FLUE
HIDDEN

BOOKCASE
20 R @ 7 1/2"
19 T @ 11" DN
(4
PCKT
OPEN
TO
BELOW
FLOOR
HEARTH
42"

FIREPLACE
2880
PKT
2880
PCK
2880
CO
2880
C.O.

BOOKS
6080 DBL
FRENCH
DOORS
-4"

LIBRARY
LADDER

BOOKSBOOKSBOOKSBOOKS
BOOKS
-4"
BENCH
2640
CSMT
210

12.75'18.5'
MASTER
BATH
209
22'x24'
MASTER
BDRM.
211
10'x25'
MASTER
WIC
208

3.5'x10'
HALL #1

2.5x2.5
ATTIC
ACCESS
3080 DBL
FRENCH
DOORS
VANITY
+30"
+30"
3x6
TUB
2'x10.5'
ISLAND
2'x6'
ISLAND
207
12'x20'
BDRM. #2
206

13.5'x18'
STUDY/
BDRM. #3 5.25'x12'
BATH #3
205

5.5'x37'

GALLERY
201

BOOKSBOOKS
6'x12'

READING
AREA
202

BOOKS BOOKS
2880
PKT
2880
PKT
2880
PKT
BI.
3080
KING
NORTH
HALL

3.5'x12'
212
2880
PKT
-4"
8'x8'
203
BATH #2
2880
PKT
SLSL

CANTILVR
BENCH

CANTILVR
BENCH
240.750'
240.750'
2,769 sq ft

ROOF BEYOND ROOF BEYOND
10'-6" 2'-0" 9'-0" 5'-10 1/2" 249.75'
255.61'240.75'238.75'228.00'228.25'
27'-7 1/2" MAX

CHIMNEY CAP

TRELLIS
+42" GLASS TYP

OUTDOOR
SHWR

GUTTER TYP GUTTER TYP

EXISTING GRADE
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
FX.

F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
3 1/4" :12"
PITCH @ HIGH ROOF

FINISHED GRADE
30'-7 1/2"
225.00'225.25'228.25'234.25'240.75'241.71'249.75'255.61' 27'-4 1/2"
3" 3'-0" 6'-0" 6'-6" 11 1/2" 8'-1/2" 5'-10 1/2"
27'-7 1/2" MAX
FLASHING(TYP.) +42" GUARD

CRICKET

CHIMNEY CAP

CHIMNEY CAP

TRELLIS

GUTTER TYP GUTTER TYP

ROOF BEYOND
ROOF BEYOND 3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @
LOWER ROOF FX.

F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ GARAGE
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGE
FG @ GARAGE COURT
TOP OF ROOF @ GARAGE 3" :12"
PITCH @

LOWER ROOF
225.00'LIGHT WELL
3'-0"

ROOF BEYOND
10'-6" 2'-0" 9'-0" 5'-10 1/2"
27'-7 1/2"
16'-8 1/2"
225.00'225.25'234.25'241.71'
3" 9'-0" 7'-5 1/2" 228.00' 228.25'
238.75'240.75'249.75'255.61'

CRICKET

TRELLIS
+42" GLASS

CHIMNEY CAP

CHIMNEY CAP

GUTTER TYP
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGEFG @ GARAGE COURTTOP OF ROOF @ GARAGECEI LING HEIGHT.@ GARAGE

FINISHED GRADE

ROOF BEYOND
3'-0" 10'-6" 2'-0" 9'-0" 5'-10 1/2" 249.75'
255.61'240.75'238.75'225.25'228.25'
27'-4 1/2"

GUTTER TYP

GUTTER TYP

TRELLIS
+42" GLASS

CHIMNEY CAP

EXISTING GRADE

ROOF BEYOND

ROOF BEYOND
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGE
3 1/4" :12"
PITCH @ HIGH ROOF
18'-0"
18'-0"
18'-0"
18'-0"
PLAN
NORTH
TN
SCALE: 1/8" = 1'-0"
1ST FLOOR 2/3RD'S CALCULATION
SCALE: 1/8" = 1'-0"
2ND FLOOR 2/3RD'S CALCULATION
SCALE: 1/8" = 1'-0"

EAST ELEVATION
SCALE: 1/8" = 1'-0"

WEST ELEVATION
SCALE: 1/8" = 1'-0"

SOUTH ELEVATION
SCALE: 1/8" = 1'-0"

NORTH ELEVATION

AS NOTED
FIRST FLOOR AREAAREA OVER 18'
BULK AREA TABULATION: (2/3's RULE)Main Residence
First Floor 4,263 SFAttached Garage 487 SF
Total Ht. Below 18' 4,750 SF
Maximum Area Allowed Over 18'
(4,750 x .67) = 3,166.7 SF
Proposed Area Over 18'
Garage portion 359 SFSecond Floor Total 2,769 SF
Total 3,128 SF < 3,166.7 SF
27 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
T-1.6

HEIGHT EXHIBIT
6968 DUME
6968 DUME DR.

Malibu, CA
28'-0"

FACE OF BUILDING
WITHIN 20' OF VIEW

HIGHEST POINT OF

BUILDING BEYOND
HIGHEST POINT OF BUILDINGBEYOND 28' FROM EXISTINGGRADE OR FINISHED FLOOR

EXISTING GRADE
@ FACE OF

BUILDING
EXISTING GRADE @ HIGHEST

POINT OF BUILDING BEYOND
28' FROM EXISTING GRADE

OR FINISHED FLOOR
28'-0"
FACE OF BUILDINGWITHIN 20' OF VIEW

HIGHEST POINT OFBUILDING BEYOND
HIGHEST POINT OF BUILDINGBEYOND 28' FROM EXISTINGGRADE OR FINISHED FLOOR EXISTING GRADE@ FACE OFBUILDING
EXISTING GRADE @HIGHEST POINT OFBUILDING BEYOND
28' FROM EXISTING GRADEOR FINISHED FLOOR
28'-0"
HIGHEST POINT OF BUILDINGBEYOND 28' FROM EXISTING GRADEOR FINISHED FLOOR EXISTING GRADE @ HIGHESTPOINT OF BUILDING BEYOND
28' FROM EXISTING GRADEOR FINISHED FLOOR
EXISTING GRADE @FACE OF BUILDING
FACE OF BUILDINGWITHIN 20' OF VIEW

HIGHEST POINT OFBUILDING BEYOND
28'-0" FACE OF BUILDING WITHIN 20' OF VIEW

HIGHEST POINT OF

BUILDING BEYOND
28' FROM EXISTING GRADE

OR FINISHED FLOOR
EXISTING GRADE @

FACE OF BUILDING

HIGHEST POINT OF BUILDING
BEYOND 28' FROM EXISTING GRADE

OR FINISHED FLOOR
EXISTING GRADE @

FACE OF BUILDING
SCALE: 1/8" = 1'-0"

EAST ELEVATION
SCALE: 1/8" = 1'-0"

WEST ELEVATION
SCALE: 1/8" = 1'-0"

SOUTH ELEVATION
SCALE: 1/8" = 1'-0"

NORTH ELEVATION
PERSPECTIVE VIEW WITH 28' HT LIMIT - 1PERSPECTIVE VIEW WITH 28' HT LIMIT - 2PERSPECTIVE VIEW WITH 28' HT LIMIT - 3PERSPECTIVE VIEW WITH 28' HT LIMIT - 4

AS NOTED
EXISTING / 28' HT LINEFROM GRADE

SYMBOL LEGEND
BUILDING BEHIND OUTLINEFRONT BUILDING OUTLINEBEYOND EXISTING / 28' HTLINE FROM GRADE 28 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-0.1

PROPOSED SITE ANDGATE PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
112 114 113
104
102
1A
101
111
112114113
109 1D 108
103
1E 1B
107
1G
1C
1F
110
105
106
14'-0"
56'-7"
112'-0"
20'-0"
21'
-0"
65'-0"
5'-0"
30'-1/2" 6'-7 1/2"
4'-0"
20'-0"
225.50
228.25'
228.25'
232.50'
232.00'
228.00'
226.00'
224.00'
228.00'
225.25'
232.50'
225.20'FS
225.00'FS
226.00'
226.50' 227.00' 227.50'
226.50'
226.02'
224.75'
228.00'
228.00'
228.00'
228.00'
228.00'
225.00'
227.75'

GATE MOTOR

WITHIN TRASH

ENCLOSURE
226'

GATE MOTOR
6"

NATURAL
STONE
CURB
6'

NATURAL
STONE
CURB
224'
225'

SURFBOARDS
232.50' TOW230.00' BOW
232.50' TOW228.00' BOW
+42"
228.00' TOW
222.00' BOW
228.00' TOW +42"
222.00' BOW
6' HIGH

WOOD FENCE

CANTILEVERED

WD WALKWAY

RW CONTINUES

UNDER WALKWAY

ELEC CARCHARGING STATION

FD - RATED

GRAVEL OR

INTERLOCKING
PAVERS

GATE TRACK
@ GROUND
(E) FIRE HYDRANT
232.00' TOW
228.00' BOW
232.50' TOW228.00' BOW
2'x2'x6' BFC

PILASTER
IC
MAX 42" SOLID
HEDGE

STEPPING
STONE
(E) MAILBOX

TO REMAIN
6' HIGH OPEN
FENCE

CITY ROW (DG

PER CITY SPECS)
225'
230.00' TOW228.00' BOW
(N) 6' HIGH CHAIN
LINK FENCE @ PL
(N) 6' HIGH CHAIN
LINK FENCE @ PL
PROPOSED 1,200GPD SEPTIC TANK

ABANDONEDPIT

ABANDONED
PIT

ABANDONED

SEPTIC TANK

FD KNOX
BOX

H/C OUTDOOR

SHOWER /HOSE
BIB

STONECURB

STONECURBE
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
20' WIDE

FD SPUR
D-BOX
GARDEN

PLANTER
N03°
51'
17"
W
140.00'
140.32'
N90°00'00"W 383.12'
WM
CL
X
X

W W X W
210'
220'
220'
30' STREET EASEMENT

PER TITLE
ITEM NO. 7
PP 726872E
215.88
214.48
212.71
214.31
214.70
225.09
217.09
FS
225.85
214.79
212.92
212.61
216.90
214.90
FS
225.30
216.53
214.62
211.10
215.44
215.60
215.67
217.84
217.41
209.66
218.36
223.45
227.86
209.57
218.52
224.80
218.85
207.99
226.66
216.16
224.34
FS
228.64
227.45
216.15
209.34
213.36
226.12
224.12
220.05
227.00
213.86
211.90
226.57
219.97
217.59
225.89
212.08
216.94
232.44
222.03
215.90
210.78
140.00'
N00°00'00"W
225'
225'
GARDEN

PLANTER
N03°
51'
17"
W
140.00'

DUME DRIVE
140.32'
N90°00'00"W 383.12'
WM
CL
X
X

W W X W
210'
220'
220'
30' STREET EASEMENT

PER TITLE
ITEM NO. 7
W X
PP 726872E
215.88
214.48
212.71
214.31
214.70
217.09
FS
225.85
214.79
212.92
212.61
216.90
214.90
FS
225.30
216.53
214.62
211.10
215.44
215.60
215.67
217.84
217.41
209.66
218.36
223.45
227.86
209.57
218.52
224.80
218.85
207.99
226.66
216.16
224.34
FS
228.64
227.45
216.15
209.34
213.36
226.12
224.12
220.05
227.00
213.86
211.90
226.57
219.97
217.59
225.89
212.08
216.94
222.03
215.90
210.78
140.00'
N00°00'00"W

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
20'x60'
SPA
6'x9'
228.00'
WL
POOL
3-CAR
GARAGE

OUTDOOR
SHOWER
PA.

PA.

TENNIS
COURT
(120 x 60)
219.00'
10% S
Y
S
B
20% OR 65' MAX.
15%
RYSB
3060
GATE
PA.

IPE WOOD
PA.
3060
GATE
224
224
PA PA
DN
PA.
15% S
Y
S
B
PIZZA
OVEN
DN
+36"
BBQ
WOOD
3060
GATE
WOOD
BF
DOORS
PA.

DINING

PAVILION
20'x36'

PAVILION
20 X 20
GRAVEL
PA
PA
DN
42'x66'
FAKE
GRASS
LAP
LANE
CONC

STEPS DN
GRAVEL
20'x30'

FIREPIT
3'x16'
CONC

STEPS DN
CONC

STEPS DN
PA.

CONC
DECK
WOOD
DECK
9x12
TALL FICUS HEDGE @ PL
CONC
3080
GLASS
LIGHT
WELL
AD
HEDGE
@ PL
GRAVEL
GRAVEL
PA
HEDGE
@ PL
GRAVEL
GRAVEL
FYSB
DN

PERMEABLE

SLATE TILE
FUTURE
PIT
FUTURE

PIT PRPSD
PIT
PA
225 225
228
227
226
FS225.00
FS225.00
224.00
226
222.00
226
228
226

CUT NAT DL
FILL
NAT DL

NAT CUT DL
PRPSD
PIT
1 1
0%
5%
10%
20% OR 65' MAX.

PA
TALL FICUS HEDGE @ PL
PA
CONC
15060

ROLLING
GATE
FRIDGE
TRASH
WOOD
STACKS
BBQ
SINK
T
20'-0" 15'-0"
(2)10' SWING
GATE

LOW DOWNCASTLIGHT
6' HIGH SMOOTHPLASTER PILASTER
6' HIGH OPENFENCE
MAX 42"SOLID HEDGE
6' HIGH SMOOTH

PLASTER PILASTER

LOW DOWNCAST
LIGHT
PL
PL

ROLLING
GATE
20'-0" 1'-6" 1'-6"
6"
1'-6" 6' MAX.
0 1/2"
TS 2"X2" X 1/4"
REBAR VERT. EACH CELL
8" CMU BLOCKREBAR TIES @ 16" O.C.BICK VENEERFILL SOLID W/ GROUT 5"X 5" X 1/4" THICK PLATE
6'-0"X 6'-0" X 1'-6" THICK PAD FOOTINGRE: STRUCTURAL PLAN TS 2"X2" X 1/4"REBAR VERT. EACH CELL8" CMU BLOCKREBAR TIES @ 16" O.C.BICK VENEERFILL SOLID W/ GROUT6'-0"X 6'-0" X 1'-6" THICK PAD FORE: STRUCTURAL PLAN 5"X 5" X 1/4" THICK PLATE
CLR. AT GATE OPENING
A

PILASTER PLAN SECTION A
SCALE: 1/16" = 1'-0"

SITE PLAN
SCALE: 1/4" = 1'-0"

GATE PLAN
SCALE: 1/2" = 1'-0"

GATE DETAILS

AS NOTED
NOTE:1. PER MMC PART
29 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-0.2

PROPOSED PARTIALSITE PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
T
112 114 113
104
102
1A
101
111
112114113
109 1D 108
103
1E 1B
107
1G
1C
1F
110
105
106
14'-0"
112'-0"
20'-0"
2 1'-
0 "
65'-0"
5'-0"
30'-1/2" 6'-7 1/2"
4'-0"
20'-0"
225.50
228.25'
228.25'
232.50'
232.00'
224.00'
228.00'
225.25'
225.20'FS
225.00'FS
226.00'
226.50' 227.00' 227.50'
226.50'
226.02'
224.75'
228.00'
228.00'
228.00'
228.00'
228.00'
225.00'
227.75'

GATE MOTOR

WITHINTRASH

ENCLOSURE
226'

GATE MOTOR
6"

NATURAL
STONE
CURB
6'

NATURAL
STONE
CURB
224'
225'

SURFBOARDS
232.50' TOW228.00' BOW
+42"
228.00' TOW
222.00' BOW
228.00' TOW +42"
222.00' BOW
6' HIGH

WOOD FENCE

CANTILEVERED

WD WALKWAY

RW CONTINUES

UNDER WALKWAY

ELEC CARCHARGING STATION

FD - RATED

GRAVEL OR

INTERLOCKING
PAVERS

GATETRACK
@ GROUND
(E) FIRE HYDRANT
232.00' TOW
228.00' BOW
232.50' TOW228.00' BOW
2'x2'x6' BFC

PILASTER
IC
MAX 42" SOLID
HEDGE

STEPPING
STONE
(E) MAILBOX

TOREMAIN
6' HIGH OPEN
FENCE

CITY ROW (DG

PER CITY SPECS)
225'
(N) 6' HIGH CHAIN
LINK FENCE @ PL
PROPOSED 1,200GPD SEPTIC TANK

ABANDONEDPIT

ABANDONED
PIT

ABANDONED

SEPTIC TANK

FD KNOX
BOX

H/C OUTDOOR

SHOWER/HOSE
BIB

STONECURB

STONECURBE
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
20' WIDE

FD SPUR
D-BOX
N90°00'00"E
140.00'
N90°00'00"W
WM
CL
W W
T

GATE PP
PP 726872E
225.09
FS
225.85
FS
225.30
226.12
140.00'
N00°00'00"W
N90°00'00"E
140.00'

DUME DRIVE
N90°00'00"W
WM
CL
W W
T
GATE
W X
PP
PP 726872E
FS
225.85
FS
225.30
226.12
140.00'
N00°00'00"W

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
20'x60'
SPA
6'x9'
228.00'
WL
POOL
3-CAR
GARAGE

OUTDOOR
SHOWER
PA.

PA.
10% SYSB
20% OR 65' MAX.
3060
GATE
PA.

IPE WOOD
PA.
3060
GATE
224
224
PA PA
DN
PA.
15% SYSB
PIZZA
OVEN
DN
+36"
BBQ
WOOD
3060
GATE
WOOD
BF
DOORS
PA.

PAVILION
20 X 20
GRAVEL
PA
PA
DN
LAP
LANE
PA.

CONC
DECK
WOOD
DECK
9x12
TALL FICUS HEDGE @ PL
CONC
3080
GLASS
LIGHT
WELL
AD
HEDGE
@ PL
GRAVEL
GRAVEL
PA
HEDGE
@ PL
GRAVEL
GRAVEL
FYSB
DN
(N) HEDGE @ PL
FUTURE
PIT
FUTURE

PIT PRPSD
PIT
PA
225 225
228
227
226
FS225.00
FS225.00
224.00
226
222.00
PRPSD
PIT
10%
15%
10%
20% OR 65' MAX.

PA
TALL FICUS HEDGE @ PL
PA
CONC
15060

ROLLING
GATE
SCALE: 1/8" = 1'-0"

PARTIAL SITE PLAN

AS NOTED
NOTE:1. PER MMC PART
30 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-0.3

FIRE DEPARTMENT PLANAND ROAD PROFILE
6968 DUME
6968 DUME DR.

Malibu, CA
112 114 113
104
102
1A
101
111
112114113
109 1D 108
103
1E 1B
107
1G
1C
1F
110
105
106
14'-0"
56'-7"
112'-0"
20'-0"
21'-0"
65'-0"
5'-0"
30'-1/2" 6'-7 1/2"
4'-0"
20'-0"
225.50
228.25'
228.25'
232.50'
232.00'
228.00'
226.00'
224.00'
228.00'
225.25'
232.50'
225.20'FS
225.00'FS
226.00'
226.50' 227.00' 227.50'
226.50'
226.02'
224.75'
228.00'
228.00'
228.00'
228.00'
228.00'
225.00'
227.75'

GATE MOTOR WITHIN TRASH

ENCLOSURE
226'

GATE MOTOR
6"

NATURAL
STONE
CURB
6'

NATURAL
STONE
CURB
224'
225'

SURFBOARDS
232.50' TOW230.00' BOW
232.50' TOW228.00' BOW
+42"
228.00' TOW
222.00' BOW
228.00' TOW +42"
222.00' BOW
6' HIGH

WOOD FENCE

CANTILEVERED

WD WALKWAY

RW CONTINUES

UNDER WALKWAY

ELEC CARCHARGING STATION

FD - RATED

GRAVEL OR

INTERLOCKING
PAVERS
GATE TRACK @ GROUND
(E) FIRE HYDRANT
232.00' TOW
228.00' BOW
232.50' TOW228.00' BOW
2'x2'x6' BFC

PILASTER
IC
MAX 42" SOLID
HEDGE

STEPPING
STONE
(E) MAILBOX

TO REMAIN
6' HIGH OPEN
FENCE

CITY ROW (DG

PER CITY SPECS)
225'
230.00' TOW228.00' BOW
(N) 6' HIGH CHAIN
LINK FENCE @ PL
(N) 6' HIGH CHAIN
LINK FENCE @ PL
PROPOSED 1,200GPD SEPTIC TANK

ABANDONEDPIT

ABANDONED
PIT

ABANDONED

SEPTIC TANK

FD KNOX
BOX

H/C OUTDOOR

SHOWER /HOSE
BIB

STONECURB

STONECURBE
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
20' WIDE

FD SPUR
D-BOX
GARDEN

PLANTER
N03°51'17"W
N90°00'00"E 373.69'
140.00'
140.32'
N90°00'00"W 383.12'
WM
CL
X X

W W X W
210'
220'
220'

TREET EASEMENT

PER TITLE
ITEM NO. 7

GATE PP X
PP 726872E
215.88
214.48
212.71
214.31
214.70
225.09
217.09
FS
225.85
214.79
212.92
212.61
216.90
214.90
FS
225.30
216.53
214.62
211.10
215.44
215.60
215.67
217.84
217.41
209.66
218.36
223.45
227.86
209.57
218.52
224.80
218.85
207.99
226.66
216.16
224.34
FS
228.64
227.45
216.15
209.34
213.36
226.12
224.12
220.05
227.00
213.86
211.90
226.57
219.97
217.59
225.89
212.08
216.94
232.44
222.03
215.90
210.78
140.00'
N00°00'00"W
225'
225'
GARDEN

PLANTER
N03°51'17"W
N90°00'00"E 373.69'
140.00'

DUME DRIVE
140.32'
N90°00'00"W 383.12'
WM
CL
X X

W W X W
210'
220'
220'

TREET EASEMENT

PER TITLE
ITEM NO. 7
GATE
W
W X
PP
PP 726872E
215.88
214.48
212.71
214.31
214.70
217.09
FS
225.85
214.79
212.92
212.61
216.90
214.90
FS
225.30
216.53
214.62
211.10
215.44
215.60
215.67
217.84
217.41
209.66
218.36
223.45
227.86
209.57
218.52
224.80
218.85
207.99
226.66
216.16
224.34
FS
228.64
227.45
216.15
209.34
213.36
226.12
224.12
220.05
227.00
213.86
211.90
226.57
219.97
217.59
225.89
212.08
216.94
222.03
215.90
210.78
140.00'
N00°00'00"W

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
20'x60'
SPA
6'x9'
228.00'
WL
POOL
3-CAR
GARAGE

OUTDOOR
SHOWER
PA.

PA.

TENNIS
COURT
(120 x 60)
219.00'
10% SYSB
20% OR 65' MAX.
15%
RYSB
3060
GATE
PA.

IPE WOOD
PA.
3060
GATE
224
224
PA PA
DN
PA.
15% SYSB
PIZZA
OVEN
DN
+36"
BBQ
WOOD
3060
GATE
WOOD
BF
DOORS
PA.

DINING

PAVILION
20'x36'

PAVILION
20 X 20
GRAVEL
PA
PA
DN
42'x66'
FAKE
GRASS
LAP
LANE
CONC

STEPS DN
GRAVEL
20'x30'

FIREPIT
3'x16'
CONC

STEPS DN
CONC

STEPS DN
PA.

CONC
DECK
WOOD
DECK
9x12
TALL FICUS HEDGE @ PL
CONC
3080
GLASS
LIGHT
WELL
AD
HEDGE
@ PL
GRAVEL
GRAVEL
PA
HEDGE
@ PL
GRAVEL
GRAVEL
FYSB
DN
(N) HEDGE @ PL

PERMEABLE

SLATE TILE
FUTURE
PIT
FUTURE

PIT PRPSD
PIT
PA
225 225
228
227
226
FS225.00
FS225.00
224.00
226
222.00
226
228
226
CUT
NAT DL
FILL
NAT DL
NAT
CUT DL
PRPSD
PIT
10 51
%
%
10%
20% OR 65' MAX.

PA
TALL FICUS HEDGE @ PL
PA
CONC
15060

ROLLING
GATE
FRIDGE
TRASH
WOOD
STACKS
BBQ
PIZZA
SINK
112 114 113
104
102
1A
101
111
112114113
109 1D 108
103
1E 1B
107
1G
1C
1F
110
105
106
14'-0"
112'-0"
20'-0"
21'-0"
65'-0"
5'-0"
30'-1/2" 6'-7 1/2"
4'-0"
20'-0"
225.50
228.25'
228.25'
232.50'
225.25'
225.20'FS
225.00'FS
226.00'
226.50' 227.00' 227.50'
226.50'
226.02'
224.75'
228.00'
228.00'
228.00'
228.00'
228.00'
225.00'
227.75'

GATEMOTOR

WITHINTRASH

ENCLOSURE
226'

GATE MOTOR
6"

NATURAL
STONE
CURB
6'

NATURAL
STONE
CURB
224'
225'

SURFBOARDS
232.50' TOW228.00' BOW
+42"
228.0
222.0
228.00' TOW +42"
222.00' BOW
6' HIGH

WOOD FENCE

CANTILEVERED

WD WALKWAY

RW CONTINUES

UNDER WALKWAY

ELEC CARCHARGING STATION

FD - RATED

GRAVEL OR

INTERLOCKING
PAVERS

GATETRACK
@ GROUND
(E) FIREHYDRANT
232.00' TOW
228.00' BOW
232.50' TOW228.00' BOW
2'x2'x6' BFC

PILASTER
IC
MAX 42" SOLID
HEDGE

STEPPING
STONE
(E) MAILBOX

TOREMAIN
6' HIGH OPEN
FENCE

CITY ROW (DG

PER CITY SPECS)
225'
(N) 6' HIGH CHAIN
LINK FENCE @ PL
PROPOSED 1,200GPD SEPTIC TANK

ABANDONEDPIT

ABANDONED
PIT

ABANDONED

SEPTIC TANK

FD KNOX
BOX

H/C OUTDOOR

SHOWER/HOSE
BIB

STONECURB

STONECURBE
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
T.W. 225.00'
B.W. 220.00'
20' WIDE

FD SPUR
D-BOX
140.00'
WM
726872E
225.09
FS
225.85
226.12
N00°00'00"W 140.00'
WM
W X
726872E
FS
225.85
226.12
N00°00'00"W

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
S
6 3-CAR
GARAGE

OUTDOOR
SHOWER
PA.

PA.
10% SYSB
20% OR 65' MAX.
3060
GATE
PA.

IPE WOOD
PA.
3060
GATE
224
PA PA
DN
PA.
15% SYSB
DN
BBQ
WOOD
3060
GATE
WOOD
BF
DOORS
PA.

DN
PA.

CONC
DECK
WOOD
DECK
9x12
CONC
3080
GLASS
LIGHT
WELL
AD
HEDGE
@ PL
GRAVEL
GRAVEL
PA
HEDGE
@ PL
GRAVEL
GRAVEL
FYSB
DN
FUTURE
PIT
FUTURE

PIT PRPSD
PIT
PA
225 225
228
227
226
FS225.00
FS225.00
224.00
226
222.00
PRPSD
PIT
15%
0%
10%
20% OR 65' MAX.

CONC
15060

ROLLING
GATE
T
SCALE: 1/32" = 1'-0"

FIRE DEPARTMENT PLAN
SCALE: 1/8" = 1'-0"

PARTIAL FIRE DEPARTMENT PLAN
SCALE: 1/8" = 1'-0"

ROAD PROFILE

AS NOTED
111
112114113
112'-0"
20'-0"
20'-0"
225.50
226.50'
226.02

24.75'
228.00'
225.00'
6"

NATURAL
STONE
CURB
6'

NATURAL
STONE
CURB
224'

SURFBOARDS

CANTILEVERED

WD WALKWAY

FD - RATED GRAVEL OR

INTERLOCKING PAVERS
2'x2'x6' BFC

PILASTER
225'

H/C OUTDOOR

SHOWER /HOSE
BIB

STONECURB
20' WIDE

FD SPUR
W
6872E
FS
225.85
226

OUTDOOR
SHOWER
10%
20% OR 65' MAX.

D
C
K
GRAVEL
DN
FUTURE

PIT PRPSD
PIT
225 225
227
226
FS225.00
F
226
PRPSD
PIT
%
1 15060

ROLLING
GATE
A
B
20'-0"
20'-0"
R 22'-0"
R 32'-0"
R 42'-0"
R 22'-0"
R 32'-0"
R 42'-0"
R 32'-0"
R 24'-6"
R 39'-6"
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE
(E) 6"x4"x2.5" FIREHYDRANT 0'FROM PROPERTY
(N) 4" THK CONC O/ 4"
THK CLASS 2 BASE MAT

DRIVEWAY
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE

GATEMOTOR

WITHINTRASH

ENCLOSURE

GATE MOTOR
2'x2'x6' BFC

PILASTER

GATE MOTOR
A1 - 150'
B1 - 150'
CONC
GRAVEL
WOOD
GRAVEL
GRAVEL
PA
225 225
227
226
FS225.00
FS225.00
226
CONC
CONC
1%
SLOPE
1%
SLOPE
1%
SLOPE 1%
SLOPE
1%
SLOPE
1%
1%

SLOPE SLOPE
S
1%
LOPE
1%
SLOPE
1%
SLOPE
1 %
SLOPE
PA

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
1%
SLOPE

2.1 %
SLOPE
15060

ROLLING
GATE
15'-0"
112 114 113
111
112114113
1 112'-0"
20'-0"
20'-0"
225.50
226.50'
226.02'
5'
228.00'
225.00'
6"NATURAL

STONECURB
6'

NATURAL
STONE
CURB
224'

SURFBOARDS

CANTILEVERED WD WALKWAY

FD - RATED GRAVEL OR

INTERLOCKING PAVERS
2'x2'x6' BFC

PILASTER
225'

H/C OUTDOOR

OWER /HOSE
BIB

STONECURB
20' WIDE

FD SPUR
W
72E
FS
225.85
226.12
G

OUTDOOR
10%
20% OR 65' MAX.

P
DN
GRAVEL
DN
FUTURE

PIT PRPSD
PIT
225 225
227
226
FS225.00
FS
226
PRPSD
PIT
%
1 15060

ROLLING
GATE
A
B
20'-0"
20'-0"
R 22'-0"
R 32'-0"
R 42'-0"
R 22'-0"
R 32'-0"
R 42'-0"
R 32'-0"
R 24'-6"
R 39'-6"
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE
(E) 6"x4"x2.5" FIREHYDRANT 0'FROM PROPERTY
(N) 4" THK CONC O/ 4"
THK CLASS 2 BASE MAT

DRIVEWAY
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE
5' WIDE FIREFIGHTERWALKING ACCESS ROUTE

GATE MOTOR WITHIN TRASH

ENCLOSURE

GATE MOTOR
2'x2'x6' BFC

PILASTER

GATE MOTOR
A1 - 150'
B1 - 150'
CONC
GRAVEL
WOOD
GRAVEL
GRAVEL
PA
225 225
227
226
FS225.00
FS225.00
226
CONC
CONC
1 %
SLOPE
1 %
SLOPE
1 %
SLOPE 1 %
SLOPE
1%
SLOPE
1% 1% SLOPE SLOPE
1 SL
%
OPE
1%
SLOPE
1%
SLOPE
1%
SLOPE
PA

TWO STORY SINGLE

FAMILY RESIDENCE

W/ BASEMENT
& DETACHED GARAGE
1%
SLOPE

2.1 %
SLOPE
15060

ROLLING
GATE
15'-0"
(N) 4" THK CONC O/ 4" THKCLASS 2 BASE MAT DRIVEWAY

FIREFIGHTER WALKING ACCESSHOSE PULL DISTANCE
FIRE DEPT. VEHICULARAND WALKING ACCESS
FIRE DEPT. LEGEND
FIRE DEPARTMENT NOTES1. PROVIDE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET, EXCEPT FOR APPROVED SECURITY GATES INACCORDANCE WITH SECTION 503.6 AND AN UNOBSTRUCTED VERTICAL CLEARANCE "CLEAR TO SKY" FIREDEPARTMENT VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR BUILDING WALLS. FIRECODE 503.2.12. DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE PROVIDED WITH ANAPPROVED FIRE DEPARTMENT TURNAROUND. FIRE CODE 503.2.53. FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE PROVIDED WITH A 32 FOOT CENTERLINE TURNINGRADIUS. FIRE CODE 503.2.44. THE GRADIENT OF FIRE DEPARTMENT VEHICLE ACCESS ROADS SHALL NOT EXCEED 15% UNLESS APPROVED BYTHE FIRE CODE OFFICIAL. FIRE CODE 503.2.75. A MINIMUM 5 FOOT WIDE APPROVED FIREFIGHTER ACCESS WALKWAY LEADING FROM THE FIRE APPARATUSACCESS ROAD TO THE BUILDINGS EXTERIOR OPENINGS SHALL BE PROVIDED FOR FIREFIGHTING AND RESCUEPURPOSES. FIRE CODE 504.16. GRADE BREAKS SHALL NOT EXCEED THE MAXIMUM ANGLE OF APPROACH OR DEPARTURE FOR FIRE DEPARTMENTAPPARATUS.7. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE FIRE SPRINKLER PIPING SHALL BE WITNESSED BYAN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.68. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE 903. AND FIRECODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIORTO INSTALLATION.REASON : FIRE CODE 903.2.8 AND 903.2.11.7LOCATION : MAIN HOUSE, GUEST HOUSE, AND DETACHED GARAGETYPE OF FIRE SPRINKLER SYSTEM : FIRE CODE 903.3.1.3 - NFPA 13D9. FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE HARDSCAPE ALL WEATHER ACCESS IN ACCORDANCEWITH THE DEPARTMENT'S ALL WEATHER ACCESS REQUIREMENTS. FIRE CODE 503.2.310. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALLBE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THEPROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABETLETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.111. FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS. TEMPORARY SIGNS SHALL BEINSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BYVEHICLES. SIGNS SHALL BE OF AN APPROVED SIZE, WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BYPERMANENT SIGNS. FIRE CODE 505.112. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANYSPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.913. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.1.1 (RESIDENTIAL CODER327.5.2 & R902)14. ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.0019-INCH (NO. 26 GALVANIZED SHEET GAGE)CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONELAYER OF NO. 72 ASTM CAP SHEET MEETING RUNNING THE FULL LENGTH OF THE VALLEY. (RESIDENTIAL CODER327.5.3 AND BUILDING CODE 705A.3)15. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRISIN THE GUTTER. (RESIDENTIAL CODE R327.534 AND BUILDING CODE 705A.4)16. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 32517. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICEABLEMANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 501.418. PROVIDE APPROVED SIGNS OR OTHER APPROVED NOTICES OR MARKINGS THAT INCLUDE THE WORDS NOPARKING - FIRE LANE. SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVERED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESSROADS, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD, OR PROHIBIT THE OBSTRUCTION THEROF AND ATINTERVALS, AS REQUIRED BY THE FIRE INSPECTOR. FIRE CODE 503.3.19. AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRECODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.20. THE ELECTRIC SECURITY GATE SHALL PROVIDE AN APPROVED MEANS OF EMERGENCY OPERATION, AND SHALLBE MAINTAINED OPERATIONAL AT ALL TIMES AND REPLACED OR REPAIRED WHEN DEFECTIVE. ELECTRIC GATEOPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATICOPERATION SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTMF220. GATES SHALL BE OF THE SWINGING OR SLIDING TYPE. CONSTRUCTION OF GATES SHALL BE OF MATERIALSTHAT ALLOW MANUAL OPERATION BY ONE PERSON. FIRE CODE 503.6.21. ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATERWORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH THECOUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.22. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCHWIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. RESIDENTIALCODE R314.423. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITSWITHINWHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES.REQUIREDCARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCHWIRING ISSERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. WHERE MORE THANONECARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPINGUNIT THEALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THEALARMS IN THE INDIVIDUAL UNIT. RESIDENTIAL CODE R315.1.2, BUILDING CODE 420.4.124. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME THROUGH THE VENTILATIONOPENINGS.VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH AMINIMUM 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH INCH. VENTS SHALL NOT BE INSTALLED IN EAVESOR CORNICES.(RESIDENTIAL CODE R327.6.1 AND BUILDING CODE 706A.1)25. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325FIRE FLOW AVAILABILITY THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THIS LOCATION IS 1,125 GPM, AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF TWO (2) HOUR OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 507.3 AND APPENDIX B105.1 APPENDIX B.

THE REQUIRED FIRE FLOW IS BASED ON THE FOLLOWING CALCULATION:TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE VB VHFHSZ YESSIZE OF LOT (ACRES) 1.22 ACFIRE FLOW BASED ON THE FIRE-FLOW CALCULATION AREA 2,250 GPMREDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%): 1,125 GPMTOTAL FIRE FLOW REQUIRED: 1,250 GPM (MIN)

ROAD DETAIL
A-A1 = 150'
B-B1 = 150'
225.000'
18'-11" 43'-5" 45'-3 1/2" 42'-2"
149'-9 1/2"
226.000' 226.000' 225.000' 225.850'
6' HIGH ENTRY GATE
PL
END OF FIRE DEPARTMENT ACCESS (N) 4" THK CONC O/ 4" THK CLASS 2 BASE MAT DRIVEWAY DUME DRIVE 1% SLOPE
1%
SLOPE 1% SLOPE

FIRE DEPARTMENT VEHICULAR ACCESS
(LESS THAN 150; NO TURNAROUND REQUIRED)

2.1 %
SLOPE
31 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-1.1

PROPOSED BASEMENTPLAN
6968 DUME
6968 DUME DR.

Malibu, CA
002
003
004
001
4'-0" 4"
4" 4'-0"
EQ EQ
4'-0"
215.625'
217.000'
214.250' 214.250'
12' SCREEN

SEPTIC LIFT
PUMP

PROJECTOR
GARAGE

SLAB ON GRADE
ABOVE
6' CH

FIREPLACE

FOOTING
POOL
ABOVE
3' CRAWL SPACE
ACCESS
MECH
6' CH
MECH.#2
SNACK
3' CRAWL SPACE
ACCESS
3090
3060

HIGH DR
3060

HIGH DR
2880
SLAB
ABOVE
SLAB
ABOVE
SLAB
ABOVE
SLAB
ABOVE
SLAB
ABOVE
OPEN
TO
ABOVE
U/C
REF
3' CRAWL
SPACE
ACCESS
FAU.FAU.
3' CRAWL
SPACE
ACCESS
WH
WH
SINK
UPUP
AD.

AD.

UP

FLOATING
STAIR
AD.

HIGH
WINDOW
3' CRAWL
SPACE
ACCESS
3' CRAWL
SPACE
ACCESS
6' CH

AV AREA
WELL
24 R @ 7"
23 T @ 11"
001- 12'CH
A
A-3.1
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
A-2.2
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
P-E
A-1.5
P-W
A-1.5
P-N
A-1.5
P-S
A-1.5
22'x32'

THEATER
005
8'x34.5'
004

8.75'x11'
002
5'x5.5'
PWDR
003

7.5'x24.5'
PLAN
NORTH
TN 1/4" = 1'-0"
32 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-1.2

PROPOSED FIRSTFLOOR PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
PLAN
NORTH
TN
112 114 113
104
102
1A
115
101
111
112114113
109 1D 108
116
103
123
1B
117
120
1E
118
119
107
1G
1C
1F
110
105
122
106
121
RANGE
2'-9" 4'-0" 4"
22'-6"
22'-7" 5'-8 1/2"
21' 0" 14' 4" 4'-0"
4'-0"
3'-0" 5'-5 1/2" 5'-5 1/2" 3'-0" 6'-1/2" 6'-1/2"
21'-0"
30'-1/2" 6'-7 1/2"
4'-0"
228.250'
228.250'
228.250'
228.000'
228.000'
225.00'
225.250'
224.750'
228.000'
228.250'
228.250'
A
A-3.1
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
A-2.2
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
OH
OH

RECESSEDTV
1 HR. FIRE RATED

CONSTRUCTION
TYP. "X" @ WALLS,

CEILING, POSTS AND BEAM

COUNTER
UPPERS
MC
56100 FX.WINDOW
OH
OH
OH
+9" CURB
HANGER

TRAY CEILING
MC
HOOD

BI BOOKS BI BOOKS
30x36 ATTIC

ACCESS W/ PULL

DOWN LADDER

LIBRARYLADDER
6' HIGHWOODFENCE
OH
1 (4)60100

PCKT SLIDERS
(4)59100

PCKT SLIDERS
UP 20 R @ 7 1/2" 19 T @ 11"
DN

21.75' x 34'
118
GARAGE
(3)28100

BI-FOLD
FLOOR
HEARTH
FLOOR
HEARTH
8'

FIREPLACE
1626
OPEN
TO
BELOW
+36"
2890
9' CH
(4)59100

PCKT SLIDERS
3080
PKT
3080
3080 PKT
GLASS
5060
DBL
CSMT
3080
CO.
123
36"
F
36"
R
36" OV/
MICRO/
WD
2880
+36"
+42" ISLAND
5'x12'
DW
8080

SLIDERS
2650
CSMT
@ 3' SILL
225100

PCKT SLDRS
(2)56100SLIDERS
15%
SYSB
50180
FX.

11.5'x30'
102
FOYER
6'x7.5'
BATH #6
114
115
12'x15'
BDRM. #6
111
15'x16.5'
BDRM. #5 3'x5.5'
14'x17'
116
MUD/

LAUNDRY
113
WIP
5'x8'
16'x36'
110

KITCHEN
GREAT
ROOM
108 - 10.5' CH
29'x48'
OPEN

TRELLIS
101
12'x12'
103- 9'CH

5.25'x11.5'
PWDR#1
117

5.5'x7'
PWDR#2
104 - 10.5' CH
DEN

26.5 'x 27'
50100
FX.
3060
SL
STACK
W/D
STACK
W/D
DRIP/
DRY
AREA
-2"
-2"
-2"
-2"
-2"
-2"
-2"
-2"

COVERED
PORCH#2
120

5.92'x12.5'
OPEN

TRELLIS
ABOVE
6" WOOD
(IPE)
80100 DBL
FRENCH
DOORS
BOOKS
2060
ISLAND

FLOATING
STAIR

FLOATING
STAIR
OPEN

TRELLIS
ABOVE
OPEN

TRELLIS
ABOVE
(5)211100

BI-FOLD
2890
CO.
5680

SLIDERS
+18"
SEAT
4' VESSEL

SINK W/
2 WALL

FAUCETS
+30"
BI.

COFFEE DW

LIGHT WELL
DN
SEAT
-4"
BR
PA PA
-2"
121
6'x12'
BATH #5
AD.

BOOKS
SURF
BOARDS
5'.75 x 22.75'

COVERED
PORCH
6" WOOD IPE
9'x 26'
BAR
105 - 10.5' CH
3080
24 R @ 7"
23 T @ 11"
2040
CSMT
2880
2880
2880
2880

REF WINE
112 114 113
104
102
1A
115
101
111
112114113
109 1D 108
116
103
123
1B
117
120
1E
118
119
107
1G
1C
1F
110
105
122
106
121
RANGE
2'-9" 4'-0" 4"
22'-6"
22'-7" 5'-8 1/2"
21'-0" 14'-0" 4" 4'-0"
4'-0"
3'-0" 5'-5 1/2" 5'-5 1/2" 3'-0" 6'-1/2" 6'-1/2"
21'-0"
30'-1/2" 6'-7 1/2"
4'-0"
228.250'
228.250'
228.250'
228.000'
228.000'
225.00'
225.250'
224.750'
228.000'
228.250'
228.250'
228.000'
A
A-3.1
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
A-2.2
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
OH
OH

RECESSEDTV
1 HR. FIRE RATED

CONSTRUCTION
TYP. "X" @ WALLS,

CEILING, POSTS AND BEAM

COUNTER
UPPERS
MC
56100 FX.WINDOW
OH
OH
OH
+9" CURB
HANGER

TRAY CEILING
MC
HOOD

BI BOOKS BI BOOKS
30x36 ATTIC

ACCESS W/ PULL

DOWN LADDER

LIBRARYLADDER
6' HIGHWOODFENCE
OH
10% SYSB
(4)60100

PCKT SLIDERS
(4)59100

PCKT SLIDERS
UP 20 R @ 7 1/2" 19 T @ 11"
DN

21.75' x 34'
118
GARAGE
(3)28100

BI-FOLD
FLOOR
HEARTH
FLOOR
HEARTH
8'

FIREPLACE
1626
OPEN
TO
BELOW
+36"
2890
9' CH
(4)59100

PCKT SLIDERS
3080
PKT
3080
3080 PKT
GLASS
5060
DBL
CSMT
3080
CO.
123
36"
F
36"
R
36" OV/
MICRO/
WD
2880
+36"
+42" ISLAND
5'x12'
DW
8080

SLIDERS
2650
CSMT
@ 3' SILL
225100

PCKT SLDRS
(2)56100SLIDERS
15%
SYSB
50180
FX.

11.5'x30'
102
FOYER
6'x7.5'
BATH #6
114
115
12'x15'
BDRM. #6
111
15'x16.5'
BDRM. #5 3'x5.5'
14'x17'
116
MUD/

LAUNDRY
113
WIP
5'x8'
16'x36'
110

KITCHEN
GREAT
ROOM
108 - 10.5' CH
29'x48'
OPEN

TRELLIS
101
12'x12'
103- 9'CH

5.25'x11.5'
PWDR#1
117

5.5'x7'
PWDR#2
104 - 10.5' CH
DEN

26.5 'x 27'
50100
FX.
3060
SL
STACK
W/D
STACK
W/D
DRIP/
DRY
AREA
-2"
-2"
-2"
-2"
-2"
-2"
-2"
-2"

COVERED
PORCH#2
120

5.92'x12.5'
OPEN

TRELLIS
ABOVE
6" WOOD
(IPE)
80100 DBL
FRENCH
DOORS
BOOKS
2060
ISLAND

FLOATING
STAIR

FLOATING
STAIR
OPEN

TRELLIS
ABOVE
OPEN

TRELLIS
ABOVE
(5)211100

BI-FOLD
2890
CO.
5680

SLIDERS
+18"
SEAT
4' VESSEL

SINK W/
2 WALL

FAUCETS
+30"
BI.

COFFEE DW

LIGHT WELL
DN
SEAT
-4"
BR
PA PA
-2"
DN
121
6'x12'
BATH #5
AD.

BOOKS
SURF
BOARDS
GOLF
CART
5'.75 x 22.75'

COVERED
PORCH
6" WOOD IPE
9'x 26'
BAR
105 - 10.5' CH
10%
15%
10%
3080
24 R @ 7"
23 T @ 11"
2040
CSMT
2880
2880
2880
2880

REF WINE
SCALE: 1/4" = 1'-0"

PROPOSED ENLARGED FIRST FLOOR
SCALE: 1/8" = 1'-0"

PROPOSED FIRST FLOOR AS NOTED
33 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-1.3

PROPOSED SECONDFLOOR PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
2F
2G
2H
2J
2I
207
212
2D
2E
210
216
214 215
204
2K 2L
201
202
209
208
213
217
2C
2A
205
211
2B
206
203
3A

DRESSER
A
A-3.1
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
A-2.2
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1
4'-0" 1'-3"
240.583'
240.583'
+42" CABLE

RAILING
+42" GLASS

RAILING
+42" SOLIDWALL
6" FLUE
HIDDEN

BOOKCASE
6' SOLIDWALL
4x4 ALUM
+30" GLASS OF
+18" SOLID
FX.

OH
OH
+42" GLASS

RAILING

STONE VENEER
+42" SOLID
20 R @ 7 1/2"
19 T @ 11" DN
(4)6080

PCKT SLIDERS
OPEN
TO
BELOW
48"

OUTDOOR
FP
OPEN

TRELLIS
FLOOR
HEARTH
42"

FIREPLACE

OUTDOOR
SHOWER
2880
PKT
2880
6" WOOD
(IPE)
6" WOOD
IPE
12080

PCKT SLIDER
2880
CO
2880
C.O.

BOOKS
6080 DBL
FRENCH
DOORS
2640 CSMT
@ 4.0' SILL
-4"

LIBRARY
LADDER

BOOKS BOOKS BOOKS BOOKS
BOOKS
2640
CSMT
2640
CSMT
-4"
BENCH
2640
CSMT
PA.

OPEN

TRELLIS
5'x12.75'
DECK#1
212
210

12.75'18.5'
MASTER
BATH
209
22'x24'
MASTER
BDRM.
211
10'x25'
MASTER
WIC
208

3.5'x10'
HALL #1
OPEN
TO
BELOW

2.5x2.5
ATTIC
ACCESS
3080 DBL
FRENCH
DOORS
VANITY
+30"
+30"
3x6
TUB
3060
2'x10.5'
ISLAND
2'x6'
ISLAND
6" WOOD
(IPE)
6" WOOD
(IPE)
6" WOOD
(IPE)
6" WOOD
(IPE)
207
12'x20'
BDRM. #2
206

13.5'x18'
STUDY/
BDRM. #3 5.25'x12'
BATH #3
205

5.5'x37'

GALLERY
201

BOOKS BOOKS
6'x12'

READING
AREA
202
BOOKS
BIG

CRICKET
BIG

CRICKET
16'x17'

4.5'x9'
DECK#2
213
5'x55'
DECK#3
214
19'x19.5'
DECK#4
215
216
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
BOOKS
2880
PKT
2880
PKT
2880
PKT
BI.
8080

BI-FOLD
3080
3:12
SLOPE
KING

DBL CSMT
5040
2640 CSMT
@ 4.0' SILL
2640 CSMT
@ 4.0' SILL
2640 CSMT
@ 4.0' SILL
NORTH
HALL

3.5'x12'
212
2880
PKT
-4"
8'x8'
203
BATH #2
2880
PKT
2640
CSMT
2640
CSMT
10080
SLD
SLSL

CANTILVR
BENCH

CANTILVR
BENCH
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
(2)6080

SLIDERS
3:12
SLOPE
240.750'
240.750'
PLAN
NORTH
TN 1/4" = 1'-0"
34 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-1.4

PROPOSED ROOF PLAN
6968 DUME
6968 DUME DR.

Malibu, CA
A
A-3.1
A
A-3.1
B
A-3.1
B
A-3.1
C
A-3.1
C
A-3.1
M-S
A-2.2
M-N
A-2.2
A-2.1
M-W
M-E
A-2.1

STONE VENEER
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
3 1/4:12
SLOPE
OPEN

TRELLIS
BELOW
PA.

BELOW
3060

SKYLIGHT
BIG

CRICKET
BIG

CRICKET
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3:12
SLOPE
OPEN

TRELLIS
4:12
SLOPE
3:12
SLOPE
3:12
SLOPE
3 1/4:12
SLOPE

MECH PIT
24' MAX HT
PLAN
NORTH
TN
1/4" = 1'-0"
35 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-1.5

PROPOSED PAVILIONS
6968 DUME
6968 DUME DR.

Malibu, CA
9'-10"
9'-0" 10"
232.500'241.503'242.333' TOP OF ROOF
FF @ DINING PAVILION
CH @ DINING PAVILION
9'-0" 10"
9'-10"
232.500'241.503'242.333'
FF @ DINING PAVILION
CH @ DINING PAVILION

TOP OF ROOF
9'-0" 10"
9'-10"
232.500'241.500'242.333'
FF @ DINING PAVILION
CH @ DINING PAVILION

TOP OF ROOF
9'-0" 10"
9'-10"
232.500'241.503'242.333'
FF @ DINING PAVILION
CH @ DINING PAVILION

TOP OF ROOF
A-1.5
DP-W
DP-E
A-1.5
DP-SA-1.5
DINING

PAVILION
11'x20'
FRIDGE
TRASH
WOOD
STACKS
BBQ
DP-N
A-1.5
SINK
224.000'
P-E
A-1.5
P-W
A-1.5
P-N
A-1.5
P-S
A-1.5

STONE VENEER

EARTHSTONE
MODEL 110

MODULAR OVEN
6" WOOD
(IPE)

PAVILION
18'x18'
128
+36"
BBQ
SINK
OPEN
A-1.5
P-W
P-E
A-1.5 TRELLIS
P-N
A-1.5
P-S
A-1.5
OPEN

TRELLIS
4:12
SLOPE
4:12
SLOPE
4:12
SLOPE
4:12
SLOPE
9'-0" 4'-9"
13'-9 1/2"
228.00'237.00'241.77'
FF @ PAVILIONCH @ PAVILION

TOP OF ROOF
12 4
12 4
9'-0" 4'-9"
13'-9 1/2"
228.00'237.00'241.77'
FF @ PAVILION
CH @ PAVILION

TOP OF ROOF
12 4
12 4
9'-0" 4'-9"
13'-9 1/2"
228.00'237.00'241.77'
FF @ PAVILIONCH @ PAVILION

TOP OF ROOF
12 4
12 4
9'-0" 4'-9"
13'-9 1/2"
228.00'237.00'241.77'
FF @ PAVILIONCH @ PAVILION

TOP OF ROOF
12 4
12 4
PLAN
NORTH
TN
A-1.5
DP-W
DP-E
A-1.5
DP-S
A-1.5

OPEN TO BELOW
DP-N
A-1.5
SCALE: 1/4" = 1'-0"

WEST ELEVATION
SCALE: 1/4" = 1'-0"

EAST ELEVATION
SCALE: 1/4" = 1'-0"

SOUTH ELEVATION
SCALE: 1/4" = 1'-0"

NORTH ELEVATION
SCALE: 1/4" = 1'-0"

PROPOSED FIRST FLOOR
SCALE: 1/4" = 1'-0"

PROPOSED FIRST FLOOR
SCALE: 1/4" = 1'-0"

PROPOSED SECOND FLOOR
SCALE: 1/4" = 1'-0"

WEST ELEVATION
SCALE: 1/4" = 1'-0"

EAST ELEVATION
SCALE: 1/4" = 1'-0"

NORTH ELEVATION
SCALE: 1/4" = 1'-0"

SOUTH ELEVATION
SCALE: 1/4" = 1'-0"

PROPOSED ROOF

AS NOTED

DINING PAVILION

POOL PAVILION
36 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-2.1

PROPOSED MAIN HOUSEELEVATIONS
6968 DUME
6968 DUME DR.

Malibu, CA

ROOF BEYOND ROOF BEYOND
10'-6" 2'-0" 9'-0" 5'-10 1/2" 249.75'
255.61'240.75'238.75'228.00'228.25'
27'-7 1/2" MAX

CHIMNEY CAP

TRELLIS
+42" GLASS TYP

OUTDOOR
SHWR

GUTTER TYP GUTTER TYP

EXISTING GRADE
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
FX.

F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
3 1/4" :12"
PITCH @ HIGH ROOF

FINISHED GRADE
30'-7 1/2"
225.00'225.25'228.25'234.25'240.75'241.71'249.75'255.61' 27'-4 1/2"
3" 3'-0" 6'-0" 6'-6" 11 1/2" 8'-1/2" 5'-10 1/2"
27'-7 1/2" MAX
FLASHING(TYP.) +42" GUARD

CRICKET

CHIMNEY CAP

CHIMNEY CAP

TRELLIS

GUTTER TYP GUTTER TYP

ROOF BEYOND
ROOF BEYOND 3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @
LOWER ROOF FX.

F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ GARAGE
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGE
FG @ GARAGE COURT
TOP OF ROOF @ GARAGE 3" :12"
PITCH @

LOWER ROOF
225.00'LIGHT WELL
3'-0"
SCALE: 1/4" = 1'-0"

EAST ELEVATION
SCALE: 1/4" = 1'-0"

WEST ELEVATION

AS NOTED
37 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-2.2

PROPOSED MAIN HOUSEELEVATIONS
6968 DUME
6968 DUME DR.

Malibu, CA

ROOF BEYOND
10'-6" 2'-0" 9'-0" 5'-10 1/2"
27'-7 1/2"
16'-8 1/2"
225.00'225.25'234.25'241.71'
3" 9'-0" 7'-5 1/2" 228.00' 228.25'
238.75'240.75'249.75'255.61'

CRICKET

TRELLIS
+42" GLASS

CHIMNEY CAP

CHIMNEY CAP

GUTTER TYP
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGEFG @ GARAGE COURTTOP OF ROOF @ GARAGECEI LING HEIGHT.@ GARAGE

FINISHED GRADE

ROOF BEYOND
3'-0" 10'-6" 2'-0" 9'-0" 5'-10 1/2" 249.75'
255.61'240.75'238.75'225.25'228.25'
27'-4 1/2"

GUTTER TYP

GUTTER TYP

TRELLIS
+42" GLASS

CHIMNEY CAP

EXISTING GRADE

ROOF BEYOND

ROOF BEYOND
3 1/4" :12"
PITCH @ HIGH ROOF
3" :12"
PITCH @

LOWER ROOF
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
F.F. @ GARAGE
3 1/4" :12"
PITCH @ HIGH ROOF
SCALE: 1/4" = 1'-0"

SOUTH ELEVATION
SCALE: 1/4" = 1'-0"

NORTH ELEVATION

AS NOTED
38 GSPublisherVersion 325.3.39.31

MARK DATE DESCRIPTION

SHEET TITLE

PROJECTDATESCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

WRITTEN DIMENSIONS SHALL BE VERIFIED
ON THE JOB SITE. DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.MALIBU, CA 90265TEL. 310-456-5905 6968

DUME DR

RESIDENCE
/Users/p5/Library/Mobile Documents/com~apple~CloudDocs/PF/Project List/Burnett Mark - 6968 Dume/2d3d/Burnett_6968 _v23_20220727.pln Plot Date: 8/8/22D.W.B.,
A-3.1

PROPOSED SECTIONS
6968 DUME
6968 DUME DR.

Malibu, CA
12'-0" 2'-0" 10'-6" 2'-0" 9'-0" 5'-10 1/2"
255.606'249.750'240.750'228.250'226.250'214.250'
14'-0" 27'-4 1/2"
6'-0"
3'-0"
238.750'
6'-0"
214.250'
215.625'
217.000'
220.250'
12'-0"
3'-0"
8'-4"

THEATER
MECH 1
TO
STAIRS
TO

AV/ELEC

BATH KITCHEN GREAT RM
TO
OPEN

TRELLIS
MSTR BATH MSTR BDRM STUDY/BDRM #3
TO

MSTR W/C
TO

GALLERY
F.F. @ BASEMENT
CEILING HEIGHT.
@ BASEMENT
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF

CRAWL SPACE CRAWL SPACE
MECH 2
BDRM #2

DEN BAR
TO
WIP
12 3.25
12 3.25
12 3.25
12 3
11'-0" 9'-0" 7'-5 1/2" 11'-10 1/2" 234.250' 225.250' 241.713' 214.250'
39'-4"
253.586'
3'-0"
8'-4"

THEATER PWDR
TO
MECH #1
GARAGE
KITCHEN PWDR #2
TO
BDRM #6
MASTER
WIC
MASTER
BATH
PA.

DECK #4
F.F. @ BASEMENT
F.F. @ GARAGE
CEILING HEIGHT.
@ GARAGE

TOP OF ROOF

CRAWL SPACE
TOP OF ROOF @ GARAGE
R
R
R
12 3.25
12 3.25
12 3
225.000'
12'-0" 2'-0" 10'-6" 2'-0" 9'-0" 5'-10 1/2"
255.606'249.750'240.750'228.250'226.250'214.250'
14'-0" 27'-4 1/2" 238.750'
3'-0"

LIGHT WELL
F.F. @ BASEMENT
CEILING HEIGHT.
@ BASEMENT
F.F. @ FIRST FLOOR
CEILING HEIGHT.
@ FIRST FLOOR
F.F. @ SECOND FLOOR
CEILING HEIGHT.
@ SECOND FLOOR

TOP OF ROOF
12 3.25
SCALE: 1/4" = 1'-0"

SECTION A
SCALE: 1/4" = 1'-0"

SECTION B
SCALE: 1/4" = 1'-0"

SECTION C

AS NOTED
39 40
41 42
PREPARED BY: REVISIONS
.
# DATE
OWNER INFORMATION:

VALLEY EXECUTIVE TELECOM TRUST
c/o ROBYN MORUZZI-BURDGE & ASSOCIATES ARCHITECTS, INC.
21235 PACIFIC COAST HIGHWAYMALIBU, CA., 90265
(310) 456-5905(310) 456-2467 fax
SHT. 1 COVER SHEET
SHT. 2

SUBJECT SITE

PUBLIC WORKS DEPARTMENT GENERAL NOTES

1. All work shown on these plans shall be constructed in accordance with the current edition of the Standard Specifications for Public Works Construction (SSPWC) "Green Book." .

2. Contractors shall comply with all applicable Division of Industrial Regulations (Cal-OSHA) safety standards. If requested by the Inspector, the Contractor shall provide proof of a permit from said division.

3. Contractor shall call the Public Works Inspector at (310) 456-2489, ext. 235 for Pre-Construction Meeting prior to the commencement of any construction or grading operations. Contractor shall notify the City Public Works Inspector 48 hours prior tocommencing any construction and 24 hours in advance of specific inspection needs during the course of the work.

4. No improvements are proposed within the Public Right-Of-Way.

5. Storage of any construction materials, construction trailer, and/or parking and any work within the City public right of way shall require a City Encroachment Permit.

Call the Public Works Inspector at (310) 456-2489, ext. 235 to apply for a permit.

6. Storage of any construction materials, construction trailer, and/or parking and any work within the Caltrans public right of way shall require a Caltrans Encroachment Permit. Submit a copy of the Caltrans Encroachment Permit to the Public WorksDepartment.

7. All work shall be performed during City working hours and in compliance with these plans.

8. Contractor shall verify all conditions and dimensions and shall report any discrepancies to the Engineer prior to the commencement of any work.

9. Contractor shall locate, protect, and save any and all survey monuments that will be or may be damaged or destroyed by their operations. Once found, the Contractor shall then notify both the developer's supervising Civil Engineer and the Public Works Inspector. The supervising Civil Engineer shall reset all said monuments per he requirements of the Professional Land Surveyor's Act.

10. The Contractor shall be responsible for protecting all public and private property insofar as it may be affected by these operations.

11. Existing traffic signs are not to be removed without prior notification and approval of the City Engineer. As a minimum, construction work zone traffic signs and striping shall be furnished, installed, and maintained in accordance with the "Work Area Traffic Control Handbook" (the "WATCH Manual"), published by BNI Building News, Inc. A Traffic Control Plan, prepared by the developer, may be required by the City.

12. Dust control shall be maintained at all times.13. Erosion Control Plans shall be provided for all projects. Grading and clearing is prohibited from November 1 to March 31 for all developments within or adjacent toESHA and/or including grading on slopes greater than 4:1.

14. All underground utilities and service laterals shall be installed prior to construction of curbs, gutters, sidewalks, and paving unless otherwise permitted by the City Engineer.

15. The Developer shall comply with NPDES requirements. The Storm Water Pollution Prevention Plan (SWPPP) shall be available at the construction site at all times andshall be kept updated.

16. All recommendations made by the Geotechnical/Soils Engineer (and Engineering Geologist, where employed), and contained in the reports referenced hereon, as approved or conditioned by the City, shall be considered a part of the Grading Plan.

17. All storm drain pipe within the public right-of-way and easements shall be reinforced concrete pipe (RCP).

18. Terrace drains, interceptor drains, and down drains shall be constructed of 3" P.C.C. reinforced with 6"x6" x #10 W.W.M. and shall be either semicircular or triangular cross section. Concrete color shall be "Omaha Tan" or approved equivalent.

19. Grading Quantities: (See Table Below)
Cut:____1428_ cu.yd. Fill:___635______ cu.yd.

Export:___792__ cu.yd. Import:___0____ cu.yd.

Removal and Recompaction 1442 cu.yd.

20. Total Disturbed Area acres 0.92 ac
(including grading, clearing, and landscaping area)
Total Existing Impervious Surface Area:____ sq. ft.

Total Proposed Impervious Surface Area: 7,077_ sq. ft.

Flood Zone on FIRM:__________ Base Flood Elevation:___________ ft.

21. All slopes on private property adjoining streets, drainage channels, or other public facilities shall be graded not steeper than 2:1 for cut and fill unless specifically approved by the City Engineer on recommendation of the project's geotechnical/soilsconsultant.

22. All catch basins and drainage inlets shall be stenciled with the City of Malibu storm drain logo.

GRADING GENERAL NOTES:

MALIBU DEVELOPMENT STANDARDS (CUTS and FILLS) [3312, 3313 & Malibu LCP 8.3]:

1. Cut material may only be exported to an appropriate landfill or a site permitted to accept material.

GRADING INSPECTION REQUIREMENTS [3317.6]:1. Initial Inspection: When the site has been cleared of vegetation and unapproved fill and it has been scarified, benched or otherwise prepared for fill. No fill shall have been placed prior to this inspection.

2. Toe Inspection: After the natural ground is exposed and prepared to receive fill and before any fill is placed.

3. Excavation Inspection: After the excavation is started and before the depth of excavation exceeds 10 feet.

4. Rough Inspection: When approximate final elevations have been established; drainage terrace, swales and other drainage devices necessary for the protection of the building site from flooding are installed; berms installed at the top of slopes; Submit the required “Rough Grading Reports”. Foundations shall not be excavated until the Building Official has approved Rough Grading.

5. Final Inspection: When grading has been completed, all drainage devices necessary to drain the building pad are installed, slope planting established and all irrigation systems installed. Submit the required “As-built Grading Plan” and “Notification of Completion”.

6. Subdrain Installation: Provide continuous inspection during subdrain excavation and installation. Continuous inspection by the Soils Engineer or his responsible representative shall be provided during all subdrain installations. [3313.2]

7. Fill Inspection:

7.1. After the fill emplacement is started and before the vertical height of the lifts exceeds 10 ft. [3313.2]

7.2. During preparation of natural ground and placement and compaction of fill.7.3. The soils engineer shall be present during the entire fill placement and compaction of fills that will exceed a vertical height or depth of 30 ft. or result in a slope surfacesteeper than 2horizontal to 1 vertical. [3313.7

8. Drainage Device Inspection: After forms and pipe are in place and before any concrete is poured.

9. Rough Grading: When all rough grading has been completed and erosion protection has been installed. The Geotechnical Engineer shall submit the final compaction report prior to the approval of rough grade.

COMPACTION TESTING REQUIREMENTS:

1. Fill shall be compacted (as determined by A.S.T.M. Soil Compaction Test D1557- Latest Version) throughout their full extent to [3313.4]:

2. A minimum relative compaction of 90% of maximum dry density within 40 ft. below finished grad, and

3. 93% of maximum dry density deeper than 40 ft. below finished grade4. Field density shall be determined by Sand-Cone Method, A.S.T.M. D1556 - Latest Version.

In fine-grained cohesive soils field density may be determined by the Drive-CylinderMethod, A.S.T.M. D-2937- Latest Version, provided not less than 20% of the required density tests, uniformly distributed, are by the Sand-Done Method. The method ofdetermining field density shall be shown in the compaction report. Other methods may be used if recommended by the Soils Engineer and approved in advance by the Building Official. [3313.4]

5. Sufficient tests of soil properties, including soil types and shear strength, shall be made during grading operations to verify compliance with design criteria. The results of such testing shall be furnished to the Building Official upon completion of grading operations, or when necessitated by field conditions upon request of the Building Official. [3313.8] One field density test to be made as follows:

5.1. One test for each two foot vertical left.5.2. One test for each 1,000 cubic yard of material placed.5.3. One test will be made at point approximately one foot below the fill slope surface on the basis of one test for each 1,000 square feet of slope surface but not less than onetest for each 10 foot of vertical slope height.

GENERAL NOTES:1. Any modifications of or changes in approved grading plans must be approved by the Building Official.

2. A copy of the grading permit and approved grading plan must be in the possession of a responsible person and available at the site.

3. This plan has been checked on the assumption that the fills shown will not be compacted. Place the following note no the plan stating: “Fills are uncompacted and not suitable for the support of structures. All foundations for future buildings are to be extended through the fill into natural ground.” If the fills are to be compacted, comply withcorrection numbers 94, 95 & 96.

4. Engineer must set grade stakes for all drainage devices and the contractor shall obtain inspection before pouring.

5. All storm drain work is to be done under continuous inspection by the Field Engineer.

Weekly status reports shall be submitted by the Field Engineer to the City Building Department.

6. Provisions shall be made for contributory drainage at all times.

7. Secure permission from (City Engineer), (State Highway Department) for construction, grading and/or discharge of drainage within street right-of-way.

8. Separate plans for temporary drainage and Wet Weather Erosion Control measure to be used during the rainy season must be submitted prior to October 1. The erosion control devices shown on said plans must be installed by not later than November 1 and maintained in operable condition until April 15. [3319.3]

9. The Grading Contractor shall submit a written statement verifying that the work done under his direction was performed in accordance with the approved plans and requirements of Chapter 33 of the Malibu Building Code or describing all variances from the approved plans and requirements of the code. [3318.1]

10. The Design Engineer verifies that this grading plan was prepared under my supervision in accordance with Section 3318.1 of the Malibu Building Code. All soils engineer and engineering geology recommendations were incorporated in plan. (Must be signed and dated by the Design Engineer.)

11. All recommendations included in the consultant's soil and geology reports must be complied with and are a part of the grading specifications.

12. Grading operations must be conducted under periodic geologic inspection with monthly inspection reports to be submitted to the City Building Department.

13. The consulting geologist must approve rough grading by final report. Final report must include an as-built geologic map.

14. Grading shall not be started without first notifying the Grading Inspector. A pre-grading meeting on the site is required before start of grading with the following people present:

Owner, Grading Contractor, Design Civil Engineer, Soil Engineer, Geologist, Grading Inspector, and when required, the Archaeologist and Paleontologist. The required inspections for grading will be explained at this meeting.

15. Fill shall be benched into competent material per City of Malibu Standard or Soils Engineer's directions.

16. All existing fills shall be approved by the Building Official or removed prior to placing additional fills.

City of Malibu
23815 Stuart Ranch Road ♦ Malibu, California 90265-4861 (310) 456-2489 ♦ fax (310) 317 0950 ♦ www.ci.malibu.ca.us
ENGINEERING GEOLOGIC GRADING NOTES::

1. For reference, Section 1804.3 of the 2010 CBC states that the ground immediate adjacent to the foundation shall be sloped away from the building at a slope of not less than 5% for a minimum distance of 10 feet as measured perpendicular to the face of the structure. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5% slope shall beprovided to an approved alternative method of diverting water away from the foundation.Swales used for this purpose shall be sloped a minimum of 2% where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2% away from the building. Exemption: Where climatic orsoil conditions warrant, the slope of the ground away from the building foundation ispermitted to be reduced to not less than 2%. The procedure used to establish the finalground level adjacent to the foundation shall account for additional settlement of the backfill (ICC, 2010).

2. All underground water lines and drainage lines shall be absolutely leak free. It is recommended that water remains, irrigation lines, and drainage lines be periodically checked for leaks for early detection of water infiltrating the underlying soils that couldcause detrimental soil movements. If a leak is detected at any time, it must be repaired immediately.

3. Landscape watering shall be held to a minimum while maintaining a uniformly moist condition without allowing the soil to dry out. Irrigation systems should be turned off when significant rain is in the forecast. During extreme hot and dry periods, adequate watering may be necessary to keep soil from separating or pulling back from the foundations or slabs.

4. Site area drains, catch basins, roof gutters, downspouts, and any subdrain outlets should be inspected periodically to insure that they are not clogged, damaged, and that they are functioning properly. In addition, cracks in paved surfaces shall be sealed to limit infiltration of surface waters.

SLOPE MAINTENANCE:

1. A rigorous slope maintenance program should be adopted to maintain the existing and any proposed slopes. The following recommendations should provide guidelines formaintenance of the slopes:

1.1. The slopes be landscaped. An experienced Landscape Architect could be consulted for recommendations regarding the type of landscape to use on the slope that would help to reduce surface erosion and would need minimum amount of irrigation such as drought resistant plant. Trees with rooting systems that could severely disturb theouter slope materials should be avoided and/or removed.

1.2. The moisture content of the slope outer face materials should be maintained close to the optimum throughout the year. Excessive watering or drying of the slope face must be avoided. Irrigation systems should be turned off when significant rain is in the forecast.

1.3. Proper surface drainage should be maintained. Drainage swales should be inspected and cleaned before the rainy season. Any erosion around and underneath the swales should be repaired to prevent further undermining of the subgrade around theswales.

1.4. If slope subdrain outlets are present on a slope, their locations should be carefully noted and extreme care should be taken to insure that the subdrain outlets do notbecome buried or blocked. Measures should be undertaken to insure that rodents or small animals cannot enter or reside in a subdrain outlet. If a subdrain outlet becomes buried or blocked, it must be located and/or the obstruction must beremoved immediately so that water may freely drain from the the subdrainage system. It should be noted that a buried or blocked subdrain outlet could preventgroundwater from draining from within the slope thus causing the saturation of the earth materials as well as as a rise in the hydrostatic pressures within the slope. Thiscondition could possibly lead to failure of the slope.

1.5. Burrowing by rodents disturbs the superficial materials and surface drainage conditions. If burrowing rodents are observed on or within the slope, they should beexterminated immediately and any disturbance to the slope should be corrected.

JOB No.:GW2480 DATE: 03/01/21
SHT. 3 DETAIL SHEET
CITY AND POOL CONTRACTOR NOTE:
1) OZONIZATION SYSTEM TO BE USED FOR THE POOL WATER
NO DISCHARGE TO THE STREET OR ANY RECIEVING WATERS IS ALLOWED. 2) " IT IS ILLEGAL TO DISCHARGE POOL, SPA OR WATER FEATURE WATERS TO A STREET OR DRAINAGE COURSE OR STORM DRAIN PER MMC 13.04.060 D 5". POOL CONTRACTOR TO POST ASIGN STATING THIS.

SHT. 4 EROSION AND SEDIMENT CONTROLPLAN
ADDITIONAL GRADING GENERAL NOTES:

1. The Building Official shall approve stock piling of excess material prior to excavation.

2. The Field Engineer, as a condition of rough grade approval, shall provide a blue top with accompanying witness stake, set at the center of each pad reflecting the pad elevation for precise permits and a blue top with witness stake set at the drainage swale high point reflecting the high point elevation for Preliminary Permits.

3. All trench backfills shall be tested and approved by the Soil Engineer.4. The Engineering Geologist and Soil Engineer shall, after clearing and prior to the placement of fill in canyons, inspect each canyon for areas of adverse stability and to determine the presence of absence of subsurface water or spring flow. If needed, subdrainswill be designed and constructed prior to the placement of fill in each respective canyon.

5. Subdrain outlets shall be completed at the beginning of the subdrain construction and survey for location. The as graded plan shall show all subdrain locations and elevations.

6. All cut slopes shall be investigated both during and after grading by the Engineering Geologist to determine if any slope stability problem exists. Should excavation disclose any geological hazards or potential geological hazards, the Engineering Geologist shall submit recommended remediation to the Building Official for approval.

7. Where support or buttressing of cut and natural slopes is determined to be necessary by the Engineering Geologist and Soil Engineer, the Soil Engineer shall submit design, locations, and calculations to the Building Official prior to construction. The Engineering Geologistand Soil Engineer shall inspect and control the construction of the buttressing and certify to the stability of the slope and adjacent structures upon completion.

8. When cut pads are brought to near grade, the Engineering Geologist shall determine if the bedrock is extensively fractured or faulted and will readily transmit water. If considerednecessary by the Engineering Geologist and Soil Engineer, a compacted fill blanket will be placed.

9. The compaction report and approval from the Soil Engineer shall indicate the type of field-testing performed. Each test shall be identified with the method of obtaining the in-place density, whether sand cone or nuclear gauge, and shall be so noted for each test.

10. Exported soil from a site shall be taken to the county Landfill or to a site with an active grading permit and the ability to accept the material in compliance with the City's LocalImplimation Plan (LIP), section 8.3..

11. The Engineer shall submit a Letter of Certification to the Building Official stating that the grading was done in compliance with the approved grading plan.

12. Preliminary soil and geology reports and all subsequent reports, as approved by the City of Malibu, are considered a part of the approved grading plan. All recommendations contained are to be complied with or revisions submitted for review.

13. All existing drainage courses through this site shall remain open until facilities to handle storm water are approved and functional; however, in any case, the permittee shall be held liable for any damage due to obstructing natural drainage patterns.

14. Roof gutters shall be installed to prevent roof drainage from falling on manufactured slopes.

Gutters shall be connected to non-erosive piping or other other method acceptable to the Building Official.

15. Any excavations adjacent to other property or structures are subject to the provisions of California Civil Code, Section 832, and is the responsibility of the permittee and/or owner.

16. Grading permits shall not be issued between November 1 and March 31 each year LCP section 17.2.1. projects approved for grading permit shall not receive grading permits unless the project can be rough graded before November 1.

PROJECT NUMBER:

TOTAL GRADING YARDAGE VERIFICATION CERTIFICATE

PLANNING DEPARTMENT REVIEW LEVEL
City of Malibu
23815 Stuart Ranch Road ♦ Malibu, California 90265-4861 (310) 456-2489 ♦ fax (310) 456-7650 ♦ www.malibucity.org
PROJECT ADDRESS: 6968 DUME DRIVE
All projects proposing land form alteration which involves more than 100 cubic yards of grading shall complete this form. The completed form must be provided at the time of Planning Division application for grading approval. All applicable cubic yardages shall be completed in the table. All calculationsutilized to estimate the cubic yardages indicated shall be attached to this form. This form and the required calculations must be prepared by a State of California Licensed Civil Engineer or a Licensed Surveyor. The form and the calculations shall be stamped and wet signed by the preparing party.

EXEMPT Non- R&R Understructure Safety Exempt Remedial Total Cut 1442 1191 0 237 0 2869
Fill 1442 143 0 492 0 2077
Total 2884 1334 0 729 0 4946
Import0 0 0 0 0 0
Export 0 0 000792
All quantities indicated shall be in Cubic Yards only.

R&R = Removal and Recompaction-R&R must be balanced.

Safety Grading is required grading for L.A. County Fire Depart. access approval beyond the fifteen foot minimum access and may include turnouts, hammerheads, turnarounds, and access roadway widening.

Remedial grading is grading recommended by a full site geotechnical or soils report prepared by alicensed geologist or soils engineer which is necessary to correct physical deficiencies on the site for the construction of a primary residence structure or access to the lot.

Imported means soil that is brought on to the site. Exported means soil that is leaving the site.Theinformation will be used to calculate the number of truck trips required for site preparation.

PREPARED BY:DATE:

PRINT NAMESIGNATURE
LIST OF CONSULTANTS:

CIVIL: GEOWORKS, INC.
5158 COCHRAN ST.,
SIMI VALLEY, CA., 93063
(805) 522-3206
GEOTECHNICAL: ALPINE GEOTECHNICAL
PO BOX 5417
VENTURA, CA. 93005
(805) 658-9000
SURVEYOR: LAND AND AIR SURVEYING
22761 PACIFIC COAST HIGHWAY
SUITE #260MALIBU, CA., 90265 (310) 456-9381
ARCHITECT: BURDGE & ASSOCIATES ARCHITECTS, INC.
21235 PACIFIC COAST HIGHWAY
MALIBU, CA., 90265
(310) 456-5905(310) 456-2467 fax
ADDITIONAL GEOTECHNICAL NOTES:

1. Subgrade soils shall be tested for Expansion Index prior to pouring footings or slabs; Foundation Plans shall be reviewed and revised by the Geotechnical Consultant, as appropriate.

2. All foundation excavations must be observed and approved by the Geotechnical Consultant prior to placement of reinforcing steel.

3. Prior to final approval of the project, an as-built compaction report prepared by the Project Geotechnical Consultant must be submitted to the City for review. The report must include the results of all density tests as well as a map depicting the limits of fill, locations of all density tests, locations and elevations of all removal bottoms, locations and elevations of all keyways and backdrains, and locations and elevations of allretaining wall backdains and outlets. Geologic conditions exposed during gradingmust be depicted on an as-built geologic map.

4. Prior to the placement of concrete slabs, the slab subgrade soils shall be pre-moistened to at least 130% of the optimum moisture content to the depth specified by the geotechnical engineer. The pre-moistened soils should be tested and verified tobe by the geotechnical engineer within one day prior to the placement of the moisturebarrier and sand.

PRINT NAME INT N A INT NMASIGNATURE SIGNA
Justin Holt
030121
43 BASEMENT
FF=214.74
FG=214.00
GARAGE
FS=PER
PLAN
FG=224.25
225.0TW219.0EG 225.0TW
219.0EG
SECTION 1
HEREON
POOL
PSP
5 3
4 3
CONC. DRIVEWAY IN RIGHT
OF WAY TO BE 6"
CONCRETE OVER 4" A.B.

FLUSH WITH GRADE, NO
CURBS

NO WORK IN RIGHT OF

WAY WITHOUT AN

ENCROACHMENTPERMIT
CONC. DRIVEWAY IN RIGHT
OF WAY TO BE 6"
CONCRETE OVER 4" A.B.

FLUSH WITH GRADE, NO
CURBS
228.0TW222.0EG
228.0TW222.0EG
228.0TW223.0EG
228.0TW223.0EG
232.5TW228.00FG
232.5TW228.00FG
232.5TW228.00FS
232.5TW228.00FG
225.5TG 223.5INV
221.8TG220.3INV
232.5TW228.00FG
SEPTIC
TANK
228.00FS

PROPOSED

RESIDENCE
FF=228.25
FG=227.50
1 3
TYP
DECK
AREAS
13 TYP
DECK
AREAS
23 TYP
LAWN
AREAS
TYP

PLANTER
AREAS
23 TYP
LAWN
AREAS
33 TYP

PLANTER
AREAS
33 6
3 6
3 7
3 7
3 7
3 REMOVAL AND RECOMPACTIONPER NOTE HEREON

REMOVAL AND RECOMPACTIONPER NOTE HEREON

ALL EXISTINGIMPROVEMENTS IN THEPUBLIC RIGHT OF WAYSHALL BE REMOVED REMOVE EXIST.SEPTIC SYSTEM
REMOVE EXIST.SEPTIC SYSTEM
F
PIT
8 3
8 3
S
PIT
S
PIT
F
PIT
DRIVEWAY - SECTION 1
1" = 4'
20'
12" MIN.
8" MIN.
2" SAND OVER COMPETENT

BEARING MATERIAL APPROVEDBY THE GEOTECHNICALENGINEER AND/OR GEOLOGIST 4" CONCRETE WITH #4 REBAR
@ 16" ON CENTER, EACH WAY
PL

PROPOSEDRETAINING
WALL 3' MAX
PREPARED BY: REVISIONS
.
# DATE
PREPARED FOR:

JOB No.:GW2480 DATE: 03/01/21

VALLEY EXECUTIVE TELECOM TRUST
c/o ROBYN MORUZZIBURDGE & ASSOCIATES ARCHITECTS, INC.
21235 PACIFIC COAST HIGHWAY
MALIBU, CA., 90265
(310) 456-5905
(310) 456-2467 fax
NOTES:

1. THE BUILDING, POOL AND RETAINING WALLS ARE PER A SEPARATE PERMIT. SEE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR THE STRUCTURAL DESIGN.

2. OWNER AND OR CONTRACTOR SHALL VERIFY THAT THE ARCHITECTURAL LAYOUT

AND DIMENSIONS OF THE PROPOSED STRUCTURES ARE EQUIVALENT TO THELAYOUT AND DIMENSIONS OF THE PROPOSED STRUCTURES THAT OUR SHOWN ON THIS GRADING PLAN BEFORE GRADING COMMENCES.

3. REFER TO THE GEOTECHNICAL REPORT FOR RECOMMENDATIONS ON OVEREXCAVATION AND SCARIFICATION.

4. ALL FINISH GRADES (DIRT) TO HAVE A MINIMUM 5% DRAINAGE AWAY FROM BUILDING FOR 10' MIN. OR TO A DRAINAGE DEVICE ALL OTHER FINISH GRADE (DIRT) DRAINAGE SHALL BE A MINIMUM 2% DRAINAGE TO AREA DRAINS PER PLAN.

5. ALL FINISH SURFACES TO HAVE A MINIMUM 1% DRAINAGE TO AREA DRAINS PER PLAN.

6. ALL DRAINAGE PIPE TO BE SDR 35, PVC (SIZE AS SHOWN) @ 1% MINIMUM SLOPE.

7. SUBDRAIN TO BE PLACED DURING CONSTRUCTION UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER. GEOTECHNICAL ENGINEER TO DOCUMENT LOCATION OF ALL SUBDRAINS AND OUTLETS.

8. ROOF DRAIN DOWN SPOUTS PER THE ARCHITECTURAL DRAWINGS ARE TO TIE INTO SUBSURFACE DRAINAGE SYSTEM PER THIS PLAN.

LEGEND:DN DOWNEG EXISTING GRADEES EXISTING SURFACEFF FINISH FLOORFG FINISH GRADEFS FINISH SURFACEFL FLOW LINEHP HIGH POINTINV INVERTNG NATURAL GRADEPL PROPERTY LINE RETAINING WALL(PER SEPARATE PERMIT)R/W RIGHT OF WAY

TG TOP OF GRATETW TOP OF WALL

WS WATER SURFACEWW WINDOW WELL

STRUCTURAL WALL (PER SEPARATE PERMIT)

TRW TOP OF RETAINING WALL

PLANTER WALL (NO PERMIT REQUIRED)
REMOVAL AND RECOMPACTION NOTES:

1. ALL EXISTING FILL AND INCOMPETENT SURFACE SOILS WITHIN THE AREA

TO BE FILLED SHOULD BE REMOVED TO DENSE, NATURAL MATERIAL AND REPLACED AS PROPERLY COMPACTED FILL.

2. REMOVAL AND RECOMPACTION IS A MINIMUM OF 3 FEET BELLOW THE BOTTOM OF FOUNDATIONS. SEE GEOTECHNICAL REPORT.

3. ALL REMOVAL AND RECOMPACTION OF THE TEST PITS TO BE ADDRESSED BY NOTE 1 ABOVE AND THE GEOTECHNICAL ENGINEER.

F PIT FUTURE SEEPAGE PITS PIT SEEPAGE PIT
44 Drain Pipe Per Plan
Compacted Soil
Slope to Drain
9" NDS Atrium Polyolefin Grate with U.V.

Inhibitors or approved equal
9" NDS ATRIUM GRATE WITH SANITARY SEWER& DRAIN TEE - DETAIL 3

NOT TO SCALE
Slope to Drain
NDS Drain Riser Pipe
(Length as Required)
or Approved Equal
Varies NDS Drain Tee or Approved Equal Drain Pipe Per Plan Compacted Soil
Slope to Drain
6" NDS Round Polyolefin Grate with U.V.

Inhibitors or approved equal
6" NDS ROUND GRATE WITH SANITARY SEWER & DRAIN TEE - DETAIL 2

NOT TO SCALE
Slope to Drain
NDS Drain Riser Pipe
(Length as Required)
or Approved Equal
Varies NDS Drain Tee or Approved Equal
Drain Pipe Per Plan
Hardscape per plan
Slope to Drain
4" NDS Brass Grate
4" NDS BRASS GRATE WITH SANITARY SEWER
& DRAIN TEE - DETAIL 1

NOT TO SCALE
Slope to Drain
NDS Drain Riser Pipe
(Length as Required)
or Approved Equal
Varies NDS Drain Tee or Approved Equal
10'
9'
3'-0"
9'
JPHV-1200

HIGH VELOCITY

STORMWATER INTERCEPTOR
8" CAP W/3" HOLE
8"x8"x8"
TEE
12" PVC
PIPE

OPEN FOROVERFLOW

3.5" HOLE

1.5" HOLE 8"x8"x8"
TEE
8" CAP W/3" HOLE

OPEN FOROVERFLOW

3.5" HOLE

1.5" HOLE

1.65'

3.06'
4'
- DETAIL 5
1212-HDI
12" LONG x 12" WIDE x 24" HIGH
FOR COMPLETE DESIGN,AND PRODUCT INFORMATION,CONTACT JENSEN PRECAST. 20" 20"
OPTIONAL6" OR 12"RISER
30"
12"
10" X 16" THINWALL KNOCKOUT.SLEDGE OUT ASREQUIRED.(TYP. 4 PLACES) 2"
24"
APPROX. WEIGHTOF BOX.: 602 LBS.

APPROX. WT.132 LBS. (6") OR263 LBS. (12")
H-20 TRAFFICBOX DESIGN LOAD:

DROP INLET WITH
WEIGHT: 15 LBS. ADJUSTABLE FRAME & GRATE
1212H GALVANIZED

GRATE AND FRAME
H-20 TRAFFIC RATED
12" BY 12" CONC. CATCH BASIN - DETAIL 6
1" = 1'
TEMP. 1:1CUT
ROUGH
GRADE
WALL BACKFILL/BACKDRAIN - DETAIL 7
1" = 4'

PROPOSEDFOOTING

PROPOSEDRETAINING
WALL
2' MIN.

PROPOSED
GRADE

PROPOSED

COMPACTED
FILL
3 4" GRAVEL OR
DELTA DRAIN 6000
OVER JIFFY SEAL140/60(RR24746)
4" Ø PERFORATED SUB DRAIN
(SDR-35 PVC), HOLES DOWN W/ 12"
OF 3 4" GRAVEL ON ALL SIDES,

WRAPPED IN GEOSYNTHETIC
FILTER FABRIC(MIRIFI 140 OR EQ.)
NOTES:

1. AT LEAST 9 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER

2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES.

3. TOP SOIL/PLANTING MIX IS AT LEAST 18" DEEP.

4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST.

5. MINIMUM GRAVEL LAYER SHALL BE 12" DEEP.

6. DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING AND SAFETY REQUIREMENTS.

7. PLANTING IS REQUIRED. CONSULT LANDSCAPE ARCHITECT FOR SPECIFIC PLANT TYPES.

PLAN NOT TO SCALE
4" DIA. PERFORATED PVC PIPE

WRAPPED IN NON-WOVEN
OVERFLOW DRAIN: 4" DIA. PVC PIPE WITH
ATRIUM GATE INLET AT 6" ABOVE FINISH GRADE

DIRECT OVERFLOW DISCHARGE PER

BUREAU OF ENGINEERING & LADBS

REQUIREMENTS

GEOTEXTILE MEMBRANE
4" DIA. PVC PIPE

DOWNSPOUT WITH COBBLE

OR SPLASHBLOCK BELOW
(2'-6" MIN. INSIDE DIMENSION)

CAPPED AT ENDS

PER PLAN

PER PLAN
Min 2'-0" FROM DOWNSPOUT

SECTION FOR AT GRADE PLANTERS FOR ALL AREAS

NOT TO SCALE
4"-8" TYP.

RESERVOIR COURSE
34" WASHED GRAVEL LAYER
CHOKER: 14" - 12" WASHED P-GRAVEL

TOP SOIL / PLANTING MIX

COBBLE OR
2% TYP.
.005 MIN

ROOF DRAINAGE AND HARDSCAPE AREAS
2'-6" MIN.
3" MIN.
9" MIN.
18" MIN.
3'-3" MIN.
12" MIN.
(3" mulch layer within)

DIRECT OVERFLOW DISCHARGE

SPLASHBLOCK
3" MIN.

Freeboard

REINFORCED CMU BLOCK OR

PRE-CAST CONCRETE WITH
OVERFLOW DRAIN: 4" DIA. PVC PIPE WITH
ATRIUM GATE INLET AT 6" ABOVE FINISH GRADE
LONGITUDINAL 4" DIA. PERFORATED PVC PIPE
WRAPPED IN NON-WOVEN GEOTEXTILE MEMBRANE.

NON-WOVEN GEOTEXTILE

COMPACTED BASE

PER PROJECT PLAN

MEMBRANE (OPTIONAL)

WATERPROOF MEMBRANE THROUGHOUT

UNIFORM MIX OF SAND AND ORGANIC
MATERIAL (EX: COMPOST); MIN INFILTRATIONRATE OF 5 INCHES PER HOUR. (DO NOT COMPACT)

PONDING
PLACED OVER 1" GRAVEL LAYER.
6"

PIPE PER PLAN
PREPARED BY: REVISIONS
.
# DATE
PREPARED FOR:

JOB No.:GW2480 DATE: 03/01/21

VALLEY EXECUTIVE TELECOM TRUST
c/o ROBYN MORUZZIBURDGE & ASSOCIATES ARCHITECTS, INC.
21235 PACIFIC COAST HIGHWAY
MALIBU, CA., 90265
(310) 456-5905
(310) 456-2467 fax
45 D
A C
B
E

BASEMENT
FF=214.74
FG=214.00
GARAGE
FS=PER
PLAN
FG=224.25
POOL
PSP

PROPOSED

RESIDENCE
FF=228.25
FG=227.50

SILT FENCE PER
SE-1 (TYP.)
SILT FENCE PERSE-1 (TYP.)

STABALIZED

CONSTRUCTION ENTRANCE
PER TC1 - ATTACHMENT "B"NOTES

SANDBAGS AROUND

VELOCITY REDUCER
2 BAGS HIGH2 BAGS WIDE
W/ (2) 4" PVC PIPES

OULTETTING CLEAR WATER

SANDBAGS AROUND
CATCH BASIN (TYP.)

SANDBAGS AROUND
CATCH BASIN (TYP.)

SANDBAGS AROUND
CATCH BASIN (TYP.)

CONCRETE WASHOUT AREA
PER WM8 - ATTACHMENT "B" NOTES

VEHICLE AREA
PER NS8,9,10 - ATTACHMENT "B" NOTESSTOCKPILE/CONSTRUCTION WASTEAREAPER WM-3 - ATTACHMENT "B" NOTES

CONSTRUCTION / EROSION CONTROL SANDBAG
STOCKPILE STORAGE AREAPER WM-1 - ATTACHMENT "B" NOTES
AB
C
D
SANITARY WASTE MANAGEMENT AREAPER WM9 - ATTACHMENT "B" NOTES E
PREPARED BY: REVISIONS
.
#DATE
PREPARED FOR:

EC1 - SCHEDULINGEC2 - PRESERVATION OF EXISTING VEGETATIONEC3 - HYDRAULIC MULCHEC4 - HYDROSEEDINGEC5 - SOIL BINDERSEC6 - STRAW MULCHEC7 - GEOTEXTILES & MATSEC8 - WOOD MULCHINGEC9 - EARTH DIKES AND DRAINAGE SWALESEC10 - VELOCITY DISSIPATION DEVICESEC11 - SLOPE DRAINSEC12 - STREAMBANKBSTABILIZATIONEC13 - POLYACRYLAMIDE NS1 - WATER CONSERVATION PRACTICESNS2 - DEWATERING OPERATIONSNS3 - PAVING AND GRINDING OPERATIONSNS4 - TEMPORARY STREAM CROSSINGNS5 - CLEAR WATER DIVERSIONNS6 - ILLICIT CONNECTION/DISCHARGENS7 - POTABLE WATER/IRRIGATIONNS8 - VEHICLE AND EQUIPMENT CLEANINGNS9 - VEHICLE AND EQUIPMENT FUELINGNS10 - VEHICLE AND EQUIPMENT MAINTENANCENS11 - PILE DRIVING OPERATIONSNS12 - CONCRETE CURINGNS13 - CONCRETE FINISHINGNS14 - MATERIAL AND EQUIPMENT USENS15 - DEMOLITION ADJACENT TO WATERNS16 - TEMPORARY BATCH PLANTS SE1 - SILT FENCESE2 - SEDIMENT BASINSE3 - SEDIMENT TRAPSE4 - CHECK DAMSE5 - FIBER ROLLSSE6 - GRAVEL BAG BERMSE7 - STREET SWEEPNG AND VACUUMINGSE8 - SANDBAG BARRIERSE9 - STRAW BALE BARRIERSE10 - STORM DRAIN INLET PROTECTION WE1 - WIND EROSION CONTROL
TC1 - STABILIZED CONSTRUCTION ENTRANCE EXITTC2 - STABILIZED CONSTRUCTION ROADWAYTC3 - ENTRANCE/OUTLET TIRE WASH WM1 - MATERIAL DELIVERY AND STORAGEWM2 - MATERIAL USEWM3 - STOCKPILE MANAGEMENTWM4 - SPILL PREVENTION AND CONTROLWM5 - SOLID WASTE MANAGEMENTWM6 - HAZARDOUS WASTE MANAGEMENTWM7 - CONTAMINATION SOIL MANAGEMENTWM8 - CONCRETE WASTE MANAGEMENTWM9 - SANITARY/SEPTIC WASTE MANAGEMENTWM10 - LIQUID WASTE MANAGEMENT

EROSION CONTROL

WIND EROSION CONTROL

EQUIPMENT TRACKING CONTROL

NON-STORMWATER MANAGEMENT WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL

TEMPORARY SEDIMENT CONTROL

GENERAL NOTES

1. IN CASE OF EMERGENCY, CALL AT

2. TOTAL DISTURBED AREA 0.92 ACRES WDID N/A

3. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT.

4. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED

WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING

OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED.

5. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE

PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE
CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS

THAT MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS.

6. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY.

7. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM.PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICESMUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS.

8. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THEDISCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES ASNEEDED SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHERPOLLUTANTS ON SITE.

9. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN OCTOBER 1 AND APRIL 15 OF THE FOLLOWING YEAR
WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.

10. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES, THE DESIGNAND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THEFIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BESUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL.

11. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NONSTORM WATER FROM THE PROJECT SITES AT ALL TIMES.

12. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED

ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COARSE, OR WIND.

13. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED

MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND OR WATER.

14. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE

STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO
CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED
STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER.SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN APROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGESYSTEM.

15. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE

TO RETAIN CONCRETE WASTED ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

16. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP's ARE INSTALLED ANDFUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF 0.25 INCHES OR

GREATER OF PREDICTED PRECIPITATION, AND AFTER ACTUAL
PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECK LIST ANDINSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL

TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION CHECK LIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST).

17. TRASH AND CONTRUCTION-RELATED SOILED WASTES MUST BE

DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.

18. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYSMUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEINGDEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITION MUST BESWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.

19. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER.

20. AS THE ENGINEER/QSD OF RECORD, I HAVE SELECTED
APPROPRIATE BMPs TO EFFECTIVELY MINIMIZE THE NEGATIVEIMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED BMPs MUST BE INSTALLED, MONITORED, AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS.

CIVIL ENGINEERS/QSD SIGNATURE DATE

21. AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, "I

CERTIFY THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE

PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE

WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED.BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THESYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING

THE INFORMATION, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SUBMITTED IS TRUE, ACCURATE, AND COMPLETE. I AMAWARE THAT SUBMITTING FALSE AND/OR INACCURATE INFORMATION,FAILING TO UPDATE THE ESCP TO REFLECT CURRENT

CONDITIONS, OR FAILING TO PROPERLY AND/OR ADEQUATELY

IMPLEMENT THE ESCP MAY RESULT IN REVOCATION OF

GRADING AND/OR OTHER PERMITS OR OTHER SANCTIONS PROVIDED BY LAW.

OWNER OR AUTHORIZED REPRESENTATIVE (PERMITEE) DATE

23. THE FOLLOWING BMP FROM THE "2009
CONSTRUCTION BMP HANDBOOK/PORTAL" MUST BE IMPLEMENTED
FOR ALL CONSTRUCTION ACTIVITIES AS APPLICABLE. AS AN ALTERNATE, DETAILS FROM THE "CALTRANS STORM WATERQUALITY HANDBOOKS, CONDTRUCTION SITE BMP MANUAL" MAY BE USED. ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.

22. DEVELOPERS/CONTRACTORS ARE RESPONDSIBLE TO INSPECT ALL EROSION

CONTROL DEVICES AND BMPS ARE INSTALLED AND FUNCTIONING
PROPERLY AS REQUIRED BY THE STATE CONSTRUCTION GENERAL PERMIT.

A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL.

JOB No.:GW2480 DATE: 03/01/21

WIND CONTROL DETAIL
NTS

SILT FENCE DETAIL
NTS

CATCH BASIN SAND BAG DETAIL
NTS

CONSTRUCTION ENTRANCE DETAIL
NTS

CONCRETE WASHOUT DETAIL
NTS

VEHICLE/EQUIPMENT FUELING DETAIL
NTS
ATTACHMENT "B" NOTES

VALLEY EXECUTIVE TELECOM TRUST
c/o ROBYN MORUZZIBURDGE & ASSOCIATES ARCHITECTS, INC.
21235 PACIFIC COAST HIGHWAY
MALIBU, CA., 90265
(310) 456-5905
(310) 456-2467 fax

CIVIL ENGI IL EN NEERS/QSD SIGNATUR
030121
46

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