Malibu City Council
October 21, 2026

Recycled Paper

BIOLOGY REVIEW SHEET

PROJECT INFORMATION
Applicant:
(name and email)
Arfakhashad Munaim, Schmitz & Associates, Inc.
[email protected]
Project Address: 33008 PACIFIC COAST HWY
Malibu, CA 90265
Planning Case No.: CDP 23-034
Project Description: new 2-story single family residence with attached garage, and new driveway access and
landscaping.

Date of Review: June 6, 2025
Reviewer:

Courtney McCammon Signature:

Contact Information: Phone: (310) 456-2489 ext 277 Email: [email protected]

SUBMITTAL INFORMATION
Site Plan: 5/30/25
Site Survey: 5/30/25
Landscape Plan: 5/30/25
Hydrozone Plan: 5/30/25
Irrigation Plan: 5/30/25
Fuel Modification Plan: 5/30/25
Grading Plan: 5/30/25
OWTS Plan: 5/30/25
Bio Assessment: April and July 2023 (Elizabeth Moorman) Bio Inventory:

Native Tree Survey:

Native Tree Protection
Plan:

Miscellaneous: 1/9/24 - memo
Previous Reviews: 5/31/23 (Incomplete), 11/3/23 (Incomplete), 1/14/24 (Incomplete), 8/22/24 (Incomplete), 12/12/24 (Incomplete)

REVIEW FINDINGS
Review Status: INCOMPLETE: Additional information and/or a response to the listed review comments is required.

APPROVED: The project has been approved with regards to biological impacts.

CANNNOT APPROVE AS SUBMITTED: The proposed project does not conform to the requirements of the MMC and/or LCP.

ERB: This project has the potential to impact ESHA and may require review by the Environmental Review Board pursuant to LIP Section 4.4.4 175
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City of Malibu Biology Review Sheet
CDP 23-034
33008 Pacific Coast Highway
June 6, 2025

DISCUSSION:

1. The Maximum Applied Water Allowance (MAWA) for this project totals 47,307 gallons per year (gpy). The Estimated Applied Water Use (EAWU) totals 22,077 gpy. Therefore, the project meets the Landscape Water Conservation Ordinance Requirements.

2. The former Planning Director and Senior Planning Staff have determined that the project is in compliance with Malibu LIP Chapter 4 because the residence and any other development requiring fuel modification are located 100 feet from the stream. The Planning Department is allowing development not requiring fuel modification within the 100-foot buffer.

RECOMMENDATIONS:

1. The project is recommended for APPROVAL with the following conditions:

A. Prior to installation of any landscaping, the applicant shall obtain plumbing permit for the proposed irrigation system from the Building Safety Division.

B. Prior to or at the time of a Planning final inspection, the property owner/applicant shall submit to the case planner a copy of the plumbing permit for the irrigation system installation that has been signed off by the Building Safety Division.

C. Prior to final Planning inspection or other final project sign off (as applicable), the applicant shall submit to the Planning Director for review and approval a certificate of completion in accordance with the Landscape Water Conservation Ordinance (MMC Chapter 9.22). The certificate shall include the property owner’s signed acceptance of responsibility for maintaining the landscaping and irrigation in accordance with the approved plans and MMC Chapter 9.22. (form attached) D. Prior to Final Plan Check Approval, if your property is serviced by the Los Angeles County Waterworks District No. 29, please provide landscape water use approval from that department.

For approval contact:

LA County Waterworks District 29
Address: 23533 Civic Center Way, Malibu, CA 90265
Email: [email protected]
Phone: (310) 317 – 0209
Please note: submit plans through EPIC-LA using the “Waterworks Division Landscape Water Efficiency Approval” application. This action may require several weeks. As such, the applicant should submit their approved landscape plans as soon as feasible in order to avoid a delay at plan check.

E. Vegetation forming a view impermeable condition (hedge), serving the same function as a fence or wall, occurring within the side or rear yard setback shall be maintained at or below six feet in 176
City of Malibu Biology Review Sheet
CDP 23-034
33008 Pacific Coast Highway
June 6, 2025

height. View impermeable hedges occurring within the front yard setback serving the same function as a fence or wall shall be maintained at or below 42 inches in height. Three sequential violations of this condition will result in a requirement to permanently remove the vegetation from the site.

F. Vegetation shall be situated on the property so as not to obstruct the primary view from private property at any given time (given consideration of its future growth).

G. Invasive plant species, as determined by the City of Malibu, are prohibited.

H. No non-native plant species shall be approved greater than 50 feet from the residential structure.

I. The landscape plan shall prohibit the use of building materials treated with toxic compounds such as creosote and copper arsenate.

J. Grading/excavation/vegetation removal scheduled between February 1 - September 15 will require nesting bird surveys by a qualified biologist prior to initiation of such activities. Surveys shall be completed no more than five days from proposed initiation of site preparation activities. Should active nests be identified, a buffer area no less than 150 feet (300 feet for raptors) shall be fenced off until it is determined by a qualified biologist that the nest is no longer active. A report discussing the results of the surveys shall be turned in to the City within two business days of completion of surveys.

K. All new development including structures, septic systems, or landscaping, shall be set back no less than (100) feet from the (stream).

L. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded so it is directed downward and inward so that there is no offsite glare or lighting of natural habitat areas. Up-lighting is prohibited.

M. Necessary boundary fencing of any single area exceeding ½ acre shall be of an open rail-type design with a wooden rail at the top (instead of wire), be less than 40 inches high, and have a space greater than 14 inches between the ground and the bottom post or wire. A split rail design that blends with the natural environment is preferred.

2. PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY, the City Biologist shall inspect the project site and determine that all planning conditions to protect natural resources are in compliance with the approved plans.
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City of Malibu Biology Review Sheet
CDP 23-034
33008 Pacific Coast Highway
June 6, 2025

-o0oIf you have any questions regarding the above requirements, please contact the City Biologist office at your earliest convenience.
cc: Planning Project file
Planning Department
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City of Malibu
23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-3356 · www.malibucity.org 1 COASTAL ENGINEERING REVIEW SHEET
Project Information
Date: January 6, 2025 Review Log #: C785
Site Address: 33008 Pacific Coast Highway Lat: Lon:

Lot/Tract/PM #: Planning #: CDP23-034
P5
Applicant: A.K. Munaim,
[email protected]
Anna Mattioli, [email protected]
BPC/GPC #:

Phone #: (818) 338-3636 Planner: Raneika Brooks
Project Type: Proposed NSFR and OWTS
Submittal Information
Consultant(s): GeoSoils, Inc., (David W. Skelly, RCE 47857) Report Date(s): 4/20/2023
Project Plan(s): Burdge Architects, architectural plan set 11-22-2024 response, revised plans 11- 5-2024, 5-1-2023.
5th Planning submittal
Tuchscher Engineering Group, civil, grading, drainage and foundation plan set 4- 28-2023.

CalWest Geotechnical Consulting Engineers 6-30-2022, 5-12-2023 Land Phases, Inc. Report of Engineering Geologic Study 4-29-2023 Previous Reviews: 2-2-2024, 6-30-2023
FEMA SFHA: X, VE (FEMA, 4/21/2021)
Review Findings
Planning Stage
This project is ACCEPTABLE in PLANNING stage from a coastal engineering perspective, with conditions listed. The listed Building Plan-Check Coastal Review Comments shall be addressed prior to Building Plan-Check approval.

This project is ACCEPTABLE in PLANNING stage from a coastal engineering perspective. The listed Planning Stage Coastal Review Comments shall be addressed prior to Planning-stage approval.

Remarks:

The referenced plans and reports were reviewed by the City from a coastal engineering perspective relative to the requirements of the following City codes and guidelines:
• City of Malibu Local Coastal Program – Land Use Plan and Local Implementation Plan (LCP-LUP and LCP-LIP)
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City of Malibu Coastal Engineering Review Sheet
MALC6333.C785
2 • Malibu Municipal Code – Title 15, Buildings and Construction • City of Malibu Guidelines for the Preparation of Coastal Engineering Reports and Procedures for Report Submittal. (referred to herein as Coastal Engineering Report Guidelines), and • California Coastal Commission Sea Level Rise Policy Guidance, Final Adopted Science Update, November 7, 2018
The proposed project will consist of the construction of a new 4,856 SF two-story single-family residence with attached garage, concrete pickleball court, decking, site retaining walls, landscaping, and hardscape.

The proposed garage will have a concrete slab-on-grade floor; the habitable portion of the residence will have a raised floor construction to maximize pervious areas for subsurface site drainage. The crawl space beneath the main house will have a finished grade at elevation +64.83 ft NAVD88, and the main finished floor is at +68.00 ft NAVD88. The garage finished floor is at elevation +67.75 ft NAVD88. The proposed development is located at the top of a bluff behind a setback established by Project Geotechnical Engineer.

Based on an astronomical tide of +8.0 ft NAVD88 for Santa Monica Bay and a 100-year design window to year 2120, the Coastal Engineering Consultant has presented results of wave uprush analyses for two scenarios in the report for projected sea level rises (SLR) of 4 ft and 7.9 ft, respectively, for the Low Risk Aversion and High Aversion projection of the California Coastal Commission’s (CCC) adopted Sea Level Rise Policy Guidance (November 2018). No allowance is given for potential storm surge.

For a Still Water level (SWL) of 12 ft with a projected SLR of 4 ft and for deep-water wave of H’o =11.7 ft and T=10 sec period, the Consultant has computed a maximum storm wave uprush to elevation +18 ft NAVD88 against the face of bluff. For a SWL of 15.9 ft with a projected SLR of 7.9 ft and for a deep-water wave of H’o = 3.8 ft and a T=18 sec period, the Consultant has computed a maximum storm wave uprush to elevations +25.6 ft NAVD88 against the face of bluff.

The Consultant has shown that maximum wave runups up to elevation +25.6 ft NAVD88 will not overtop erosion resistant bedrock underlying the site and cause wave-induced erosion of the terrace deposits overlying the bedrock. The Consultant concludes that the proposed development with the recommended slope setback by the Project Geotechnical Consultant should be safe from future wave runups and bluff retreat.

Geology received a bluff edge determination from Planning, and bluff retreat has been included in the consideration of bluff setback. Geology accepted the revised project as proposed on 12/13/2024.

Building Plan Check Stage Review Comments:

Upon submittal to Building Plan Check, please include the following standard items:

1. There appear typos on Page 4 of the report regarding the datum used in the report; please clarify and correct as appropriate.

2. The report indicates the beach below the bluff is mapped as FEMA VE Zone with a base flood (BFE) of +15 ft NAVD88. However, the FEMA map (06037C1492G, dated April 21, 2021) shows the VE Zone BFE as +14 ft NAVD88. Please clarify and correct.

3. Please reference the NAVD88 elevation data on all architectural plans.

4. The Project Coastal Engineer’s recommendations, contained in the coastal engineering report and addendums, shall be incorporated into the plans as notes and details, and referenced on the project structural plans. One set of plans shall be submitted to the coastal engineering review staff for Building 180
City of Malibu Coastal Engineering Review Sheet
MALC6333.C785
3 Plan Check. Additional review comments may be raised at that time that may require a response. The Project Coastal Engineer shall review, sign and stamp the final building plans.

5. The final project plans shall show the land and beach contours, and that include: design beach profile, storm scour profile, design stillwater levels, wave uprush limits for the maximum breaking waves showing the landward extent of the uprush limit, the Mean High Tide line with month and year on plans based on available historical surveys, and the location and elevations of existing shore protection.

6. Supplemental recommendations provided by the Coastal Engineer shall be reviewed by the City Coastal Engineering Staff and by the project geotechnical consultant and NOWTS consultant.

7. The final approved NOWTS plan and above items should be submitted to the Coastal Engineering Reviewers in Building Plan Check, along with a Building Plan Check review fee of $870.

Limitations:

This coastal engineering peer review has been performed to provide technical assistance to the City of Malibu with its discretionary permit decisions and is limited to review of the documents identified herein in accordance with the guidelines of the City of Malibu and local standard of practice in respect to coastal developments. The opinions, conclusions and recommendations provided by the applicant's Coastal Engineering Consultant do not necessarily represent the opinions of the peer reviewer or the City of Malibu.

Reviewed by: _______________________________ 1-6-2025
Lauren J. Doyel, G.E. #2981, Exp. 6-30-25 Date
Geotechnical Engineering Reviewer (805-496-1222)
Email: [email protected]
This review sheet was prepared by representatives of Cotton, Shires and Associates, Inc. and GeoDynamics, Inc., contracted through Cotton, Shires and Associates, Inc., as an agent of the City of Malibu.

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ENVIRONMENTAL HEALTH REVIEW

REFERRAL SHEET
City of Malibu
23825 Stuart Ranch Rd., Malibu, California CA 90265-4861 (310) 456-2489 FAX (310) 456-3356 www.malibucity.org
FROM:

TO: City of Malibu Environmental Health Administrator
City of Malibu Planning Department REVISED DATE 11/22/2024 APPLICANT / CONTACT: Arfakhashad Munaim, Schmitz & Associates, Inc.

APPLICANT ADDRESS: 28230 Agoura Hills
APPLICANT PHONE #: (818) 338-3636
APPLICANT FAX #:

PROJECT DESCRIPTION: new 2-story single family residence with attached garage, and new driveway access and
landscaping.

Agoura Hills, CA 91301
PROJECT NUMBER: CDP 23-034
JOB ADDRESS: 33008 PACIFIC COAST HWY
APPLICANT EMAIL: [email protected]
TO: Malibu Planning Department and/or Applicant
FROM: City of Malibu Environmental Health Reviewer
Conformance Review Complete for project submittals reviewed with respect to the City of Malibu Local Coastal Plan/Local Implementation Plan (LCP/LIP) and Malibu Municipal Code (MMC). The Conditions of Planning conformance review and plan check review comments listed on the attached review sheet(s) (or else handwritten below) shall be addressed prior to plan check approval.

Conformance Review Incomplete for the City of Malibu LCP/LIP and MMC. The Planning stage review comments listed on the City of Malibu Environmental Health review sheet(s) shall be addressed prior to conformance review completion.

OWTS Plot Plan: NOT REQUIRED
REQUIRED (attached hereto) REQUIRED (not attached)
Signature Date
Rev 141008
12/19/2024
182
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ENVIRONMENTAL HEALTH REVIEW

REFERRAL SHEET
City of Malibu
23825 Stuart Ranch Rd., Malibu, California CA 90265-4861 (310) 456-2489 FAX (310) 456-3356 www.malibucity.org
FROM:

TO: City of Malibu Environmental Health Administrator
City of Malibu Planning Department REVISED DATE 11/22/2024 The applicant must submit to the City of Malibu Environmental Health Specialist to determine whether or not an onsite wastewater treatment system (OWTS) Plot Plan approval is required.

The Environmental Health Specialist may be contacted Tuesday and Thursday from 8:00 am to 11:00 am, or by calling (310) 456-2489, extension 364.

Rev 141008
183
City of Malibu
Environmental Health ● Environmental Sustainability Department 23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-7650 · www.malibucity.org

ENVIRONMENTAL HEALTH REVIEW SHEET

PROJECT INFORMATION
Applicant:
(name and email
address)
Arfakhashad Munaim, Schmitz & Associates, Inc.
[email protected]
Project Address: 33008 Pacific Coast Highway
Malibu, California 90265
Planning Case No.: CDP 23-034
Project Description: New 2-story single family residence with attached garage, basement, and new driveway access and landscaping.

Date of Review: December 19, 2024
Reviewer: Matt Janousek Signature:

Contact Information: Phone: (310) 456-2489 Email: [email protected]

SUBMITTAL INFORMATION
Architectural Plans: Burdge Architects: Plans dated 5-1-2023, 10-18-2023, 8-5-2024, 11-5-2024 Grading Plans: TEG: Plans dated 4-28-2023, 8-10-2023, 11-13-2023, 2-27-2024, 10-24-2024 Landscape Plans: Barefoot Design: Plans dated 5-1-2023; revised plans dated 10-16-2023, 11-27-2023, 10-30-2024
OWTS Plan: Ensitu: OWTS plan dated 5-1-2023; revised plan dated 8-7-2023, 11-13-2023, 11-21- 2024
OWTS Report: Ensitu: OWTS plan dated 5-12-2023; update report dated 8-7-2023; Response to comments dated 8-6-2024, 11-21-2024
Percolation Report: Donald B. Kowalewsky: Percolation Testing Reports dated 6-9-2023 and 7-25-2023 Geology Report: CalWest: Geotechnical Engineering Investigation dated 6-30-2022; Addendum reports dated 8-18-2023, 7-26-2024, 11-15-2024
Land Phases: Engineering Geologic Study dated 4-29-2023; Add. #1 dated 8-3-2023; Add. #2 dated 8-4-2023; Add. #3 dated 7-15-2024, 11-12-2024 Coastal Report: GeoSoils: Coastal Hazard and Wave Runup Study dated 4-20-2023; Response to City of Malibu Coastal Engineering Review Sheet dated 7-29-2024 Reduction in Setback: CalWest: Letter dated 11-6-2023; TEG: Letter dated 5-5-2023 Previous Reviews: 6-1-2023, 11-3-2023, 2-1-2024

REVIEW FINDINGS
Planning Stage: CONFORMANCE REVIEW COMPLETE for the City of Malibu Local Coastal Program (LCP)/Local Implementation Plan (LIP) and Malibu Municipal Code (MMC). The listed conditions of Planning stage conformance review and plan check review comments shall be addressed prior to plan check approval.

CONFORMANCE REVIEW INCOMPLETE for the City of Malibu LCP/LIP and MMC.

The listed Planning stage review comments shall be addressed prior to conformance review completion.

OWTS Plot Plan: NOT REQUIRED
REQUIRED (attached hereto) REQUIRED (not attached)
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City of Malibu Environmental Health Review Sheet
CDP 23-034
33008 Pacific Coast Hwy
December 19, 2024

Based upon the project description and submittal information noted above, a conformance review was completed for a new advanced onsite wastewater treatment system (OWTS) proposed to serve the onsite wastewater treatment and disposal needs of the subject property. The proposed advanced OWTS meets the minimum requirements of the Malibu Municipal Code (MMC) and the City of Malibu Local Coastal Program (LCP)/Local Implementation Plan (LIP). Please distribute this review sheet to all of the project consultants and, prior to final approval, provide a coordinated submittal addressing all conditions for final approval and plan check items.

The conditional conformance findings hereby transmitted complete the Planning stage Environmental Health review of the subject development project. In order to obtain Environmental Health final approval of the project OWTS Plot Plan and associated construction drawings (during Building Safety plan check), all conditions and plan check items listed below must be addressed through submittals to the Environmental Health office.

Conditions of Planning Conformance Review for Building Plan Check Approval:
1) OWTS on all final Project Plans: The final architectural site plan, grading plans, and landscape plans must show the proposed onsite wastewater treatment system (OWTS), including the treatment tank, present/future dispersal area(s), and all lines of connection to the residence. 2) Building Plans: All project plans shall be submitted for Environmental Health review and approval.

These plans must be approved by the Building Safety Division prior to receiving Environmental Health final approval.

Architectural Plans:
• The final architectural plans must show no more than a 2 bedroom and 41 drainage fixture units (DFU) single-family residence and a 1 bedroom and 10 DFU accessory dwelling unit, or as otherwise indicated by the OWTS Designer in the final design report. Currently, the plans show 3 bedrooms and 51 DFU with the utilization of low flow water closets (i.e., toilets) with a DFU value of three (3) each.
• Show and label all drainage fixtures on the final architectural floor plans. • Proof of 1.6 Gallon or Less Flushometer Water Closet: The 2022 California Plumbing Code permits water closets to be computed as 3 DFU if the proposed water closet is categorized as a flushometer tank with a 1.6 gallon per flush or less and is ANSI approved.

Specifications of the flushometer tank shall be submitted. • The OWTS Designer references water closets to be computed as 3 DFU. Please provide the make and model number of the water closet that is ANSI approved and incorporate the low flow specification sheet into the final architectural plan set. • Certified Fixture Unit Worksheet: To better assist the permit technicians in issuing the plumbing permits please provide the fixture unit worksheet showing all existing and proposed bedrooms and drainage fixture units must be completed and certified by an Architect, Civil Engineer, Environmental Health Specialist, City Registered practitioner, or an “A”, “C-42”, “C36” Contractor License. • Please incorporate the fixture unit worksheet into the final plan set. 185
City of Malibu Environmental Health Review Sheet
CDP 23-034
33008 Pacific Coast Hwy
December 19, 2024

Grading Plans and OWTS: A note on the final grading plans per the OWTS Designer Ensitu Engineering shall state: “Removal and recompaction shall not be allowed in the proposed OWTS present dispersal area.”
3) Final Onsite Wastewater Treatment System (OWTS) Plot Plan: A final plot plan prepared by a City Registered OWTS Designer shall be submitted showing an OWTS design meeting the minimum requirements of the Malibu Municipal Code (MMC) and the Local Coastal Program (LCP)/Local Implementation Plan (LIP). The plans must include all necessary construction details, the proposed drainage plan for the developed property, and the proposed landscape plan for the developed property. The OWTS Plot Plan shall show essential features of the OWTS, existing improvements, and proposed/new improvements. The plot plan must fit on an 11” x 17” sheet leaving a 5” left margin clear to provide space for a City-applied legend.
4) Final OWTS Design Report, Plans, and System Specifications: A final OWTS design report and large set of construction drawings with system specifications (four sets) shall be submitted to describe the OWTS design basis and all components proposed for use in the construction of the OWTS. All plans and reports must be signed by a City Registered OWTS Designer, and the plans stamped by the project Geologist, Coastal Engineer, and Structural Engineer as applicable. The final OWTS design report and construction drawings shall be submitted with the designer’s signature, professional registration number, and stamp (if applicable).

Notes on the final OWTS plan and plot plan: The following notes shall be added to the final OWTS plan and OWTS plot plan:
“Removal and recompaction shall not be allowed in the proposed OWTS present dispersal area.” and
“The future dispersal area material shall be removed to a depth below the removal and recompaction area and must be observed by a soils engineer and OWTS designer of record to ensure the dispersal area shall be located in uncompacted native soil prior to installation of the future expansion dispersal field.”
The final OWTS design submittal shall contain the following information (in addition to the items listed above).
a. Required treatment capacity for wastewater treatment and disinfection systems. The treatment capacity shall be specified in terms of flow rate, gallons per day (gpd), and shall be supported by calculations relating the treatment capacity to the number of bedroom equivalents, plumbing drainage fixture units, and the subsurface effluent dispersal system acceptance rate. The drainage fixture unit count must be clearly identified in association with the design treatment capacity, even if the design is based on the number of bedrooms.

Average and peak rates of hydraulic loading to the treatment system shall be specified in the final design.
b. Sewage and effluent pump design calculations (as applicable). c. Description of proposed wastewater treatment and/or disinfection system equipment. State the proposed type of treatment system(s) (e.g., aerobic treatment, textile filter, ultraviolet disinfection, etc.); major components, manufacturers, and model numbers for “package” systems; and the design basis for engineered systems.
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City of Malibu Environmental Health Review Sheet
CDP 23-034
33008 Pacific Coast Hwy
December 19, 2024

d. Specifications, supporting geology information, and percolation test results for the subsurface effluent dispersal portion of the onsite wastewater disposal system. This must include the proposed type of effluent dispersal system (drainfield, trench, seepage pit, subsurface drip, etc.) as well as the system’s geometric dimensions and basic construction features.

Supporting calculations shall be presented that relate the results of soils analysis or percolation/infiltration tests to the projected subsurface effluent acceptance rate, including any unit conversions or safety factors. Average and peak rates of hydraulic loading to the effluent dispersal system shall be specified in the final design. The projected subsurface effluent acceptance rate shall be reported in units of total gallons per day (gpd) and gallons per square foot per day (gpsf). Specifications for the subsurface effluent dispersal system shall be shown to accommodate the design hydraulic loading rate (i.e., average and peak OWTS effluent flow, reported in units of gpd). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units, and building occupancy characteristics. e. All OWTS design drawings shall be submitted with the wet signature and typed name of the OWTS designer. If the plan scale is such that more space than is available on the 11” x 17” plot plan is needed to clearly show construction details, larger sheets may also be provided (up to a maximum size of 18” x 22” for review by Environmental Health). [Note: For OWTS final designs, full-size plans for are also required for review by Building & Safety and Planning.]
5) Traffic-Rated Slab Plan for the OWTS Dispersal Area: All project traffic rated slab plans shall be prepared by a California licensed civil engineer and submitted for Environmental Health review and approval. These plans must be approved by the Building Safety Division prior to receiving Environmental Health final approval.
6) Notice of Decision: The final OWTS plans shall include the Conditions of Approval sections of the Notice of Decision (NOD) from the Planning Department. The Acceptance of Conditions Affidavit must be signed and notarized by the owner of the property and incorporated into the final OWTS plans. 7) Architect / Engineer Certification for Reduction in Setbacks to Buildings or Structures:

All proposed reductions in setbacks from the OWTS to structures or other features less than those shown in Malibu Municipal Code (MMC) Section 15.42 must be supported by letters from the project consultants. The wastewater plans and the construction plans must be specifically referenced in all certification letters. The construction plans for all structures and/or buildings with reduced setback must be approved by City of Malibu Building Safety prior to Environmental Health final approval. The architectural and/or structural plans submitted for Building Safety plan check must detail methods of construction that will compensate for the reduction in setback (e.g., waterproofing, concrete additives).

For complex waterproofing installations, submittal of a separate waterproofing plan may be required.

All plans must show the location of OWTS components in relation to those structures from which the setback is reduced, and the plans must be signed and stamped by the architect, structural engineer, and geotechnical consultants (as applicable).
• Structures – All proposed reductions in setback from the OWTS to structures (i.e., setbacks less than those shown in MMC Section 15.42) must be supported by a letter from the project Structural Engineer and a letter from the project Soils Engineer (i.e., a Geotechnical Engineer or Civil Engineer practicing in the area of soils engineering). Both engineers must certify unequivocally that the proposed reduction in setbacks from the treatment tank and effluent dispersal area will not adversely affect the structural integrity of the OWTS, and will not adversely affect the structural integrity of the structures for which the setback is reduced. 187
City of Malibu Environmental Health Review Sheet
CDP 23-034
33008 Pacific Coast Hwy
December 19, 2024

• Buildings – All proposed reductions in setback from the OWTS to buildings (i.e., setbacks less than those shown in MMC Section 15.42) also must be supported by a letter from the project Architect, who must certify unequivocally that the proposed reduction in setbacks will not produce a moisture intrusion problem for the proposed building(s). If the building designer is not a California licensed architect, then the required Architect’s certification may be supplied by an Engineer who is responsible for the building design with respect to mitigation of potential moisture intrusion from reduced setback to the OWTS; in this case the Engineer must include in the letter an explicit statement of responsibility for mitigation of potential moisture intrusion. If any specific construction features are proposed as part of a moisture intrusion mitigation system in connection with the reduced setback(s), then the Architect (or Engineer) must provide associated construction documents for review and approval during Building Plan Check. 8) Proof of Ownership: Proof of ownership of subject property shall be submitted. 9) Operations & Maintenance Manual: An operations and maintenance manual specified by the OWTS designer shall be submitted to the property owner and maintenance provider of the proposed advanced OWTS.
10) Maintenance Contract: A maintenance contract executed between the owner of subject property and an entity qualified in the opinion of the City of Malibu to maintain the proposed advanced onsite wastewater treatment system shall be submitted prior to Environmental Health approval. Please note only original “wet signature” documents are acceptable. 11) Advanced Onsite Wastewater Treatment System (OWTS) Covenant: A covenant running with the land shall be executed between the City of Malibu and the holder of the fee simple absolute as to subject real property and recorded with the City of Malibu Recorder’s Office. Said covenant shall serve as constructive notice to any future purchaser for value that the OWTS serving subject property is an advanced method of sewage disposal pursuant to the City of Malibu Municipal Code. Said covenant shall be provided by the City of Malibu Environmental Health Administrator. Please submit a certified copy issued by the City of Malibu Recorder. 12) Project Geologist/Geotechnical Consultant Approval: Project Geologist/Geotechnical Consultant final approval of the OWTS plan shall be submitted to the Environmental Health Administrator. 13) City of Malibu Geologist/Geotechnical Approval: City of Malibu geotechnical staff final approval of the OWTS plan shall be submitted to the Environmental Health Administrator. 14) City of Malibu Public Works Approval: City of Malibu Public Works final approval of the OWTS plan shall be submitted to the Environmental Health Administrator. 15) City of Malibu Planning Approval: City of Malibu Planning Department final approval of the OWTS plan shall be obtained.
16) Environmental Health Final Review and Reduction in Setback Fee: A final fee in accordance with the adopted fee schedule at the time of final approval shall be paid to the City of Malibu for Environmental Health review of the OWTS design and system specifications. 188
City of Malibu Environmental Health Review Sheet
CDP 23-034
33008 Pacific Coast Hwy
December 19, 2024

17) Operating Permit Application and Fee: In accordance with Malibu Municipal Code, an application shall be made to the Environmental Health office for an Onsite Wastewater Treatment System operating permit. An operating permit fee in accordance with the adopted fee schedule at the time of final approval shall be submitted with the application. -o0oIf you have any questions regarding the above requirements, please contact the Environmental Health office at your earliest convenience.
cc: Environmental Health file
Planning Department
189
GENERAL NOTES:

1. EXISTING OWTS COMPONENTS LOCATION AND ABANDONMENT:

1.1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) COMPONENTS. THE LOCATIONS ON THE ENGINEERING

PLANS ARE INFORMATIONAL AND MAY NOT INCLUDE ALL COMPONENTS OF THE OWTS. MANY ITEMS, SUCH AS TANKS, PIPING, DISTRIBUTION DEVICES, SEEPAGE

PITS, DISPERSAL FIELDS, AND OTHER APPURTENANCES ARE BURIED AND NOT LOCATABLE BY THE SURVEYOR OR UTILITIES LOCATOR .

1.2. PRIOR TO COMMENCING WORK TO ABANDON, REMOVE, OR REPLACE EXISTING ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) COMPONENTS AN "OWTS ABANDONMENT PERMIT" SHALL BE OBTAINED FROM THE CITY OF MALIBU. ALL WORK

PERFORMED IN THE OWTS ABANDONMENT, REMOVAL, OR REPLACEMENT AREA

SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL,STATE, AND LOCAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH REGULATORY REQUIREMENTS. THE OBTAINMENT OF ANY SUCH REQUIRED PERMITS

OR APPROVALS FOR THIS SCOPE OF WORK SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND THEIR AGENTS.

1.3. THE EXISTING OWTS COMPONENTS INCLUDING; SEPTIC TANK(S), PIPING,

CLEANOUT(S) SEEPAGE PIT(S), DISPERSAL FIELD(S), AND ALL OTHER

APPURTENANCES SHALL BE PROPERLY ABANDONED PURSUANT TO CITY OF MALIBU ORDINANCE 435, SECTION 15.40.170 C, AND SECTION 15.40.170 D, TITLE 28 OF THE

LOS ANGELES COUNTY CODE, INCORPORATING THE MOST CURRENT CALIFORNIA PLUMBING CODE, LOCAL PLUMBING CODE, AND POLICIES. METHOD OF

ABANDONMENT SHALL BE DETERMINED BY THE ENGINEER AND/OR THE OWNER'S

REPRESENTATIVE

2. SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH SPECIFICATIONS AND TITLE 28 OF

THE LOS ANGELES COUNTY CODE, INCORPORATING THE MOST CURRENT CALIFORNIA PLUMBING CODE, LOCAL PLUMBING CODE, AND ORDINANCES.

3. SYSTEM COMPONENTS AND APPURTENANCES (INCLUDING CLEAN-OUTS, VENTS, BACKWATER VALVES, ETC.) SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 28 OF THELOS ANGELES COUNTY CODE, INCORPORATING THE MOST CURRENT CALIFORNIA PLUMBING CODE, LOCAL PLUMBING CODE, AND POLICIES.

4. ELECTRICAL COMPONENTS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 27 OF THE LOS ANGELES COUNTY CODE, INCORPORATING THE

MOST CURRENT CALIFORNIA ELECTRICAL CODE, LOCAL ELECTRICAL CODE, AND ORDINANCES.

5. A REGISTERED GEOTECHNICAL ENGINEER, UNDER THE DIRECTION OF THE OWNER, SHALL DETERMINE IF THE WASTEWATER LOADING RATE WILL CAUSE THE EXISTINGSLOPE TO BECOME UNSTABLE. ENSITU ENGINEERING INC., IS NOT A GEOTECHNICAL

ENGINEERING FIRM, THEREFORE, WE CAN NOT PREDICT AND/OR DETERMINE THE STABILITY OF THE EXISTING SLOPE.

6. THE PROJECT ENGINEERING GEOLOGIST SHALL OBSERVE THE INSTALLATION OF THE

TANK AND DISPERSAL SYSTEM COMPONENTS OF THE AOWTS (INCLUDING BUT NOT LIMITED TO; (A) TANK EXCAVATION, BEDDING, AND BACKFILL (B) SEEPAGE PITS

EXCAVATION, CONSTRUCTION, AND BACKFILL (C) SUBSURFACE DISPERSAL SYSTEM

BEDDING, FILL MATERIAL, CONSTRUCTION, AND BACKFILL) AND PROVIDE THE CITY

INSPECTOR WITH A FIELD MEMORANDUM(S) DOCUMENTING AND VERIFYING THAT THE

TANK AND DISPERSAL SYSTEM COMPONENTS WERE INSTALLED PER APPROVED AOWTS PLANS.

7. LEACH FIELDS AND DISPERSAL SYSTEMS DESIGNATED AS SAND CATEGORY: ANY

REMAINING FILL MATERIAL AND ANY BEACH SAND SEDIMENT THAT MIGHT HAVEREDUCED PERMEABILITY FROM EXISTING LEACH FIELD OPERATIONS ENCOUNTERED

BELOW THE BOTTOM OF THE PROPOSED LEACH FIELD OR ANY MATERIAL ENCOUNTERED

IN THE CONSTRUCTION OF THE LEACH FIELD THAT IS NOT CATEGORIZED AS BEACH

SAND DEPOSITS SHALL BE EXCAVATED TO THE LEVEL OF THE NATIVE BEACH SAND DEPOSITS AND REPLACED WITH DOUBLE- WASHED SAND. THE PROJECT ENGINEERING

GEOLOGIST SHALL OBSERVE THE EXCAVATION OF THE LEACH FIELD AND CONFIRM IN

WRITING THAT ALL THE DELETERIOUS FILL AND NON-BEACH SAND MATERIALS BELOW

THE LEACH FIELD HAVE BEEN REMOVED AND REPLACED WITH CLEAN SAND AND THE LEACH FIELD WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED OWTS PLANS.

8. SUBSURFACE DRIP LINE SHALL BE PLACED IN UNCOMPACTED NATIVE SOILS RIPPED AND TILLED A MINIMUM OF 18 INCHES. SOIL SHALL BE AMENDED TO BE 30% SAND, 30% MULCH, 40% NATIVE OR LANDSCAPE DESIGNER SHALL BE CONTACTED TO ADVISE CONTRACTOR ON TYPE OF TOPSOIL TO IMPORT FOR MINIMUM BURIAL DEPTH.

DISPERSAL FIELD SHALL BE PLANTED AND ESTABLISHED PRIOR TO OCCUPANCY (ENGINEER TO VERIFY)

9. ALL DIMENSIONS AND GRADES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO SYSTEM

INSTALLATION, BUILDING SEWER DEPTH OR CONNECTION POINT WAS NOT PROVIDED

AND SHALL BE DETERMINED BY CONTRACTOR PRIOR TO CONSTRUCTION

10. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF BUILDING SEWER CONNECTION, MINIMUM 2% SLOPE FROM STRUCTURE TO CONNECTION POINT.

11. ONSITE WASTEWATER TREATMENT SYSTEM SHALL BE VENTED IN ACCORDANCE WITH TITLE 28 OF THE LOS ANGELES COUNTY CODE, INCORPORATING THE MOST CURRENT CALIFORNIA PLUMBING CODE, LOCAL PLUMBING CODE, AND POLICIES.

LEGEND

RYON'S METHOD PERCOLATION TEST LOCATIONPROPOSED DISPERSAL FIELDBUILDINGS AND STRUCTURES

SITE WALL

DRIVEWAYLANDSCAPE AREA

SAND REPLACEMENT AREA (TO BE VERIFIED BY

CONTRACTOR AND INSPECTED BY GEOLOGIST)
SAND REPLACEMENT SHALL BE A MINIMUM OF 2'
BELOW LIMIT OF REMOVAL AND COMPACTION AND AMINIMUM OF 1' FROM THE PERIMETER OF THEDISPERSAL FIELD ITP-XX

EQUIPMENT SCHEDULE

ITEM QTY DESCRIPTION MFG/PART NUMBER
11 CONNECTION TO BUILDING SEWER[1]
21 GRAVITY CLEAN-OUT AND BACKWATER VALVE[1]

INDUSTRIAL BACKWATER
VALVE (SPEARS MODEL S475P
FOR 4") 8" I.D. VALVE BOX
(CHRISTY MODEL F08)
3 1 TREATMENT TANK[1][2] MICROSEPTEC ES12
42 AIR COMPRESSOR[1][2] MICROSEPTEC
5 1

REMOTE TELEMETRY CONTROL UNIT

DEDICATED COMMUNICATION AND POWER AS
OUTLINED IN MANUFACTURER INSTALLATIONGUIDELINES.[1][2]

MICROSEPTEC
61 CONTROL UNIT DEDICATED COMMUNICATION

AND POWER AS OUTLINED IN

MANUFACTURER INSTALLATION
GUIDELINES.[1][2]

GEOFLOW
71 DUPLEX PUMP SYSTEM[1][2] MICROSEPTEC
81 PRESSURE CLEANOUT (TRAFFIC) 8" I.D. VALVE BOX (CHRISTY MODEL F08) 91 VENT ASSEMBLY[1][2] ORENCO
[1] ALL PLUMBING APPURTENANCES AND WORK SHALL COMPLY WITH CURRENT LOCAL, COUNTY, AND STATE PLUMBING CODES. APPURTENANCES AND WORK INCLUDE, BUT ARE NOT LIMITED TO; CONNECTION TO BUILDING PLUMBING, VENTILATION, ISOLATION, BACKWATER VALVES,CLEANOUTS, AND FITTINGS. [2] ALL ELECTRICAL APPURTENANCES INCLUDING BUT NOT LIMITED TO; CONDUIT, CONDUCTOR,

CONTROL PANELS, CONTACTORS, FLOATS, PUMPS, DISCONNECTS, AND COMMUNICATION

DEVICES SHALL COMPLY WITH CURRENT LOCAL, COUNTY, AND STATE ELECTRICAL CODE AND CURRENT NATIONAL ELECTRIC CODE. CONDUIT AND CONDUCTOR RUNS AND SIZING SHOWN ON PLAN ARE FOR ALIGNMENT AND COST ESTIMATION. ELECTRICAL CONTRACTOR SHALL SPECIFY ALL ELECTRICAL APPURTENANCES. CONTROL AND POWER CONDUCTORS SHALL BE PLACED IN

SEPARATE CONDUIT

PIPING SCHEDULE

TAG DESCRIPTION SPECIFICATION
GSL PROPOSED GRAVITY SEWER LINE 4" SCH40 PVC
PVL PROPOSED AIR VENT LINE 4" SCH40 PVC
RCRC RECIRCULATION RETURN LINE 112" SCH80 PVC
LFH DISPERSAL FIELD HEADER 112" SCH80 PVC
LFL DISPERSAL FIELD LATERAL 114" SCH80 PVC
GSLPVL
RCRC
LFHLFL

SETBACK REDUCTIONS

COMPONENT SITE ELEMENT CODE REQUIREMENT ACTUAL
SEPTIC TANK STRUCTURE 5' 2'-10"

AIR LIFT

RECIRCULATION
DUPLEX
PUMP
SYSTEM

DESIGN FLOW

TO AOWTS

PROPOSED MICROSEPTEC ENVIROSERVER

FIBERGLASS TREATMENT TANK WITH SOLENOID VALVE

CONTROLLED AIR-LIFT RECIRCULATION AND UV DISINFECTION

MICROSEPTEC ENVIROSERVER
MODEL ES12

PROPOSED DISPERSAL
FIELD

SEE TABLE

DISPERSAL FIELD

TRAFFIC RATED
DESIGN FOOTPRINT AREA: 1,694 FT²
DISPERSAL PERIMETER: 190 FT
ADDITIONAL SIDEWALL DEPTH: 2.5
FT
PERIMETER AREA: 475 FT²
TOTAL DISPERSAL AREA: 1,722 FT²
GATE
WM
GATE
B
WV
FH

64.9 TG 63.0 INV
GATE

SPEED BUMP
GSL

SEWER SEWER

PROPERTY LINE
CODE SETBACKSTRUCTURE 5'-0"
BLUFF SETBACK 50'-0"
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL

SEWER SEWER SEWER SEWER

DISPERSAL FIELD

TRAFFIC RATED

RYON'S METHOD
C=2,000 T=22.87 BCF=1.5

MINIMUM RYON'S METHOD DISPERSAL
AREA A=1,694 FT²
DESIGN FOOTPRINT AREA: 1,247 FT²
DISPERSAL PERIMETER: 190 FT
ADDITIONAL SIDEWALL DEPTH: 2.5 FT
PERIMETER AREA: 475 FT²
TOTAL AREA DISPERSAL AREA: 1,722 FT²
CODE SETBACKSTRUCTURE 8'-0"
5'-0"
5'-0"
16'-0"
79'-4"
8'-1"

TRANSITION FROM

LANDSCAPE TO DRIVEWAY

NO FOOTING
TH-4
TH-3
TH-2
TH-1

CODE SETBACK
PROPERTY LINE 5'-0"

PROPERTY LINE

CODE SETBACK
PROPERTY LINE 5'-0"
8'-4"

CODE SETBACK
STRUCTURE 8'-0"

CODE SETBACK
STRUCTURE 8'-0"
TH-5
TH-6
TH-7
70 68
69 (73')
70'
68'
69'
71'
72'
(10') (15') (20') (25') (30')
(35')
(40') (45')
(50')
(55')
(60')
(65')
(8')
68'
69'
68'
(67')
(67')(68') (69')
70'
69'
71'
5') (60') (65')
(65') (64') (63') (66')(67')
67'
CODE SETBACKSTRUCTURE 8'-0"
2'-10"
LFH
5'-1"

CODE SETBACK

BLUE LINE CREEK
TO DISPERSAL FIELD 100'-0"

FUTURE DISPERSAL FIELD

TRAFFIC RATED

RYON'S METHOD
C=2,000 T=32 BCF=1.5

MINIMUM RYON'S METHOD DISPERSAL
AREA A=2,226 FT²
DESIGN FOOTPRINT AREA: 1,654 FT²
DISPERSAL PERIMETER: 229 FT²
ADDITIONAL SIDEWALL DEPTH: 2.5 FT
PERIMETER AREA: 525 FT²
TOTAL AREA DISPERSAL AREA: 2,226 FT²
5060708090
100
-20 0 20 40 60 80 100 120 140 160 180
Qtn

CLASS II BASE

SOIL REINFORCEMENT GEOGRID
TENCATE MIRAFI MIRAGRID 10XT
PLACED 6" ABOVE FILTER FABRIC

SEPARATION FILTER FABRIC
TENCATE MIRAFI HP570TOP OF ROCK ONLY
4'-4"

NON-MARINE

TERRACE DEPOSITS
1'-0" 2'-0"

65.5' NAVD 88

BOTTOM DISPERSAL FIELD
67' NAVD 88

TOP DISPERSAL FIELD

65.0±' NAVD 88

LIMIT OF REMOVAL

TERRACE DEPOSITS INTERFACE

63.0±' NAVD 88
LIMIT OF SAND REPLACEMENTMINIMUM 2' BELOW LIMIT OF REMOVAL 0 30' 60'
SCALE: 1" =30'-0"
06-2026 R
E
G

ISTERED PROFESSIONAL ENGIN
E
E
R

STATE OF CALIFORN C I V I L IA
EXP
O
J
HN N. Y A ROSLA S
K60149
I
12/19/2024
190
3300;8 PACIFIC COAST fflff
MALIBU, CA 90.265
(CDP 23-034)
S .F.I).:

A.D.U.:

TREATMENT
T:ANK:

ACT'IVE,:

F'UTURE,:

PERC RATE,:

ElESIGNER:

REFERENCE,:

NOTES:
2 Bedroom/ 41 Fixture Uni ts (N}
1 Bedroom/HJ Fixture Uni ts (N}
3,634 Gal.Ion MicroSepT'ec ES12
w/UV Disinfection Unit (N}
1 1, 722 ft2 Leach Field ,(N)
1 - 2 , 226 ft2 Leach Field. ,(F)
T = 22.86 to 32 min/in
John Yaro,s .laski, RCE 60149
Ensi tu: owrs report and pl.an
dated 5 - 12- .2023 ; update report and pl.an dated 8 - 7 - 20.23; 11-.21- 2024
Donal.d B. Kowalewsky: :Percolation
T'e ,sting Reports dated 6 - 9 - 2023
and 7-25-2023
CalWest: Geotecbnical Engineering
Investig.ation dated 6 - 30-2022 ;
Addendum report dated 8-18- 2023
Land Phases: Engineering Geo.logi,c
Study dated 4 - .29 - 2023 ; Add. fl
dated 8 - 3 - .2023; Add. #2 dated 8 -
4 - 20.23

1. Thi,s ,conformance review is for a new
single-fami.ly dwelling, ,i:ilJc,ce.ssory dwelling
unit, and new a.dvanced o:nsi te
treatment system (OW'FS) ,. 'The
wastewater
new owrs
conforms to the requirements of the Malibu
Municipal Code (MMC} and the Local. Coastal.
program (LC'.P} .

2. Thi,s review rel,ates only to the .mini.mom
requirements o .f the MMC, and\ the LCP ,. and
does not include an evaJLuat:iton o:f any
ge,ologi,cal. ,o,r o,ther potential. problems ,
which may require an alternative method of wastewater treatment.

3. This review is valid for one yea.r or unti.l
the MMC , and/or LCP , and/or Administrative
Policy change,s render it noncomplying.

CITY OF MALIBU
ENVIRONMENTAL SUSTAINA~[..ITY er

ENVIRONMENTAL HEALTH

CONFORMANCE
THIS IS NOT AN APPROVAL. AN At " PROVAL I rt:• ' 1:~1::.D 1'RIOR TO TH E ISS ANCE OF A NY CONSTRlJCTION ,-ER I ' \
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OWTS Capac' y {D e9 n andl"'wcimum}
Compcm,n Dt!.i<T.,lion Mll CJp;icily
?.001>B005/d1y 750 cpd l t 220 mi,fl 600S l lOOpd11llOm,ll EIOO~ Diinfe<ti~ I-Micro5lllT!K 512 l.200rnd 1.200rnd
Ry,:ns.M,di,;xl
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D,,p,...Wfidd
17Hsquu.H
pmQIY dkJ,1r1ol, 1[,()l)tilon w1c.. T:2l.86forp-eseit. 2,000pllan w,k, R)'(l,- Method 2126.:> "!ll~fl!e'I: T: Hfafl.llr !!.C : 2250 T: 22.86,A: 1722 ·--
,..._~-- 1/;f: :
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City of Malibu
23825 Stuart Ranch Road • Malibu, California 90265-4861 (310) 456-2489 • Fax (310) 456-3356 • www.malibucity.org

GEOTECHNICAL REVIEW SHEET
Project Information
Date: December 13, 2024 Review Log #: 5079
Site Address: 33008 Pacific Coast Highway
Lot/Tract/PM #: Planning #: CDP 23-034
P5
Applicant/Contact: AK Munaim,
[email protected]
BPC/GPC #:

Contact Phone #: (818) 338-3636 Fax
#:

Planner: Raneika
Brooks
Project Type: New 2-story single-family residence with partial basement, pickleball court, access driveway, retaining walls, grading, surface drainage improvements, and new Onsite Wastewater Treatment System (OWTS).

Submittal Information
Consultant(s) / Report
Date(s):
(Current submittal(s) in Bold.)
CalWest Geotechnical Consulting Engineers. (R. Haro, GE 2990, L.

Liston, RCE 93123)
11-15-2024, 7-23-2024, 11-6-2023, 6-30-2022, 5-12-2023
Land Phases, Inc. Report of Engineering Geologic Study (J. Holt CEG 2282): 11-12-2024, 7-15-2024, 8-4-2023, 4-29-2023.

GeoSoils, Inc. Coastal Hazard and Wave Runup Study (D. Skelly RCE 47857): 7-29-2024, 4-2-2023
Burdge Architects, Revised Project Site and Architectural Plans 11-5-2024.

Tuchscher Engineering Group, civil, grading, drainage and foundation plan set 4-28-2023 and Total Grading Yardage Verification Certificate dated 10-24-2024.

Pearson Land Surveying, Site Survey date 4/17/2024 (topography), plotted 8/5/2024.

Barefoot Design Landscape Plans 7 sheets dated 9-6-2024.

Previous Reviews: 11-11-2024, 1-31-2024, 6-27-2023
Review Findings
Planning Review
The development project is ACCEPTABLE from a geotechnical perspective, with the following comments to be addressed prior to building plan check stage completion.

The development project is NOT ACCEPTABLE from a geotechnical perspective. The listed ‘Review Comments’ shall be addressed prior to acceptance.

Building Plan-Check Stage Review
Awaiting Building plan check submittal.
191
~
□
City of Malibu Geotechnical Review Sheet
(MAL6593) – 2 –
The plans are COMPLETE from a geotechnical perspective. Please review the attached ‘Geotechnical Notes for Building Plan Check’ and incorporate into Building Plan-Check submittals.

The plans are NOT COMPLETE from a geotechnical perspective. The listed ‘Building PlanCheck Stage Review Comments’ shall be addressed prior to Building Plan-Check Stage completion.

Project submittals were reviewed from a geotechnical perspective for conformance with applicable codes, guidelines, and standards of practice, including the following current City adopted standards:
• City of Malibu Local Coastal Program – Land Use Plan and Local Implementation Plan (LCP-LUP and LCP-LIP)
• Malibu Municipal Code – Title 15, Buildings and Construction • City of Malibu Guidelines for the Preparation of Geotechnical Reports and Procedures for Report Submittal (November 2013) referred to herein as Geotechnical Report Guidelines In the case of conflicting requirements between the Geotechnical Guidelines and any other referenced standards, the latest standard will apply. The Applicant is responsible for complying with the submittal requirements for all Planning variances, as appropriate; any questions regarding variances should be directed to the case Planner.

Remarks:

The referenced CalWest geotechnical report, supporting Land Phases geologic report, GeoSoils coastal hazard study, architectural plans, and civil plans were reviewed by the City’s consultants from a geotechnical perspective. Based on the current submitted information, the project includes the construction of a new 4,189 SF two-story single-family residence with attached garage, concrete pickleball court, decking, site retaining walls, landscaping, and hardscape. The proposed garage will have a concrete slabon-grade floor; the habitable portion of the residence will have a raised floor construction to maximize pervious areas for subsurface site drainage. Grading will consist of approximately 1,185 CY of R & R; 370 CY of cut under structure; 113 CY of cut (non-exempt) and 57 CY of fill (non-exempt); and 352 CY of net export. The improvements will be serviced by a new advanced onsite wastewater treatment system (OWTS). Surface and subsurface drainage improvements will be installed and conveyed offsite to a nonerosive outlet. Landscaping plans were presented and must conform to the recommendations of the project geotechnical consultants.

The site is located on a coastal bluff in western Malibu. The project geotechnical consultant has evaluated gross static and pseudo-static slope stability for the site based on requirements of LCP-LIP chapter 9.4 and the City of Malibu Geotechnical Guidelines (both 2002 and 2013) and evaluated bluff retreat rates in accordance with Chapter 10.4 of the LCP-LIP for the 100-year project life duration. The consultants conclude that a bluff retreat rate of 2 inches per year (.05 meters per year) on average is reasonable, after conducting a site specific study, evaluating regional studies (Our Coast Our Future and Scripps Cliff Erosion Study), and taking into account improvements in site grading and drainage. 192
□
□
City of Malibu Geotechnical Review Sheet
(MAL6593) – 3 –
Building Plan-Check Stage Review Comments:

1. The Project Geologic and Geotechnical Consultants must review the proposed landscape plans for conformance with their assumptions, analyses, conclusions and recommendations.

2. The Project Geologic and Geotechnical Consultants must provide updated 111 statements in accordance with City Geotechnical Guidelines to accompany 1) the project plans and any modifications, 2) Land Phases updated bluff analyses and conclusions and 3) Cal West’s Section 3 Summary and Conclusions and Section 4 Assumptions and Limitations in which the consultant provides an opinion on feasibility and risks are discussed.

3. Include a note on the OWTS plans stating, “The Project Engineering Geologist shall observe and approve the installation of the seepage pits and provide the City inspector with a field memorandum(s) documenting and verifying that the seepage pits were installed per the approved OWTS plans.”

4. Please clearly show the limits and depths of the recommended R & R grading on the plans.

5. Indicate the bearing material and depth for all foundation types on the foundation plans in accordance with recommendations by the Project Geotechnical Consultant.

6. The Project Geotechnical Consultant states that the on-site soils are suitable for vertical excavations up to 5 feet. However, they recommend verification of this during construction. Please include the following note on the grading and foundation plans: “The Project Geotechnical Consultant shall review the excavations for the R & R grading and provide revised recommendations, as appropriate, if variations in the soils/bedrock are encountered.”

7. The following note needs to be included in the grading and building plans. ‘Prior to the placement of concrete slabs, the slab subgrade soils shall be pre-moistened to at least 2% above the optimum moisture content to the depth specified by the geotechnical engineer. The pre-moistened soils should be tested and verified to be by the geotechnical engineer within one day prior to the placement of the moisture barrier and sand.’

8. Include the following note on all the Foundation Plans: “All foundation excavations must be observed and approved by the Project Geotechnical Consultant prior to placement of reinforcing steel.”

9. Include the Project Geotechnical Consultant’s recommendation for vapor retarder thickness below slabs-on-grade on the plans, as appropriate.

10. Include the Project Geotechnical Consultant’s recommendation for moisture conditioning of subgrade soils below slabs-on-grade on the plans, as appropriate.

11. Please include details for the swimming pool subdrain and suitable outlet recommended by the Project Geotechnical Consultants on the swimming pool plans.

12. The following notes must be added to the grading plan:
• The Project Geotechnical Consultant should determine the expansion potential of the finish grade materials at the completion of grading. Grading and Foundation design recommendations should be revised if the expansion potential of finish grade materials substantially differs from the assumed expansion range.
• At the completion of grading, samples of the onsite soil should be collected and tested for corrosion potential. Final recommendations for mitigation measures including cement type should be based on the corrosion potential of the finish grade materials.

13. Include the following note on the foundation plans and details: “An evaluation of soil Expansion Index shall be made in accordance with Section 6.2.1 of the City of Malibu’s geotechnical guidelines at the completion of grading by the Project Geotechnical Consultant, who shall provide appropriate recommendations.”
193
City of Malibu Geotechnical Review Sheet
(MAL6593) – 4 –

14. Include the following note on the foundation plans and details: “An evaluation of soil corrosivity shall be made in accordance with Section 6.2.1 of the City of Malibu’s geotechnical guidelines at the completion of grading by the Project Geotechnical Consultant, who shall provide appropriate recommendations.”

15. Please include the following note on the retaining walls and foundation plans: “The Project Geotechnical Consultant shall review the retaining wall design for the earth pressure and any surcharge required in the wall design.”

16. One set of final e-OWTS plans incorporating the Project Geotechnical and Environmental Health Specialists’ recommendations and items in this review sheet must be reviewed and e-stamped and esigned by the Project Engineering Geologist. City geotechnical staff will review the plans for conformance with the Project Geotechnical Consultants’ recommendations and items in this review sheet over the counter at City Hall. Appointments for final review and approval of the plans may be made by calling or emailing City Geotechnical staff.

Please direct questions regarding this review sheet to the City’s Geotechnical consultants listed below.

Engineering Geology Review by: 12-13-2024
Christopher Sexton C.E.G. 1441, Exp. 11-30-26 Date
Engineering Geology Reviewer (805-496-1222)
Email: [email protected]
Geotechnical Review by: 12-13-2024
Lauren J. Doyel, G.E. 2981, Exp. 6-30-25 Date
Geotechnical Engineering Reviewer (805-496-1222)
Email: [email protected]
.

This review sheet was prepared by representatives of Cotton, Shires and Associates, Inc. and GeoDynamics, Inc., contracted through Cotton, Shires and Associates, Inc., as an agent of the City of Malibu.

194
~ COTTON, SHIRES AND ASSOCIATES, I C.
... CO SULTING E GINEERS AND GEOLOGISTS
GeoDynamics, Inc. M/fM,t;/,/1,~""""""'"""'"-• ►' Applied Earth Sciences Goor,chnl<al Englnttrlng & Englntttlng Goology Comulcana City of Malibu Geotechnical Review Sheet
(MAL6593) – 5 –
– GEOTECHNICAL –

NOTES FOR BUILDING PLAN-CHECK
The following standard items should be incorporated
into Building Plan-Check submittals, as appropriate:

1. Show the name, address, and phone number of
the Project Geotechnical Consultant(s) on the
cover sheet of the Building Plans.

2. Include the following note on Grading and
Foundation Plans: “Subgrade soils shall be tested
for Expansion Index prior to pouring footings or
slabs; Foundation Plans shall be reviewed and
revised by the Project Geotechnical Consultant,
as appropriate.”

3. Include the following note on the foundation plans
and details: “An evaluation of soil corrosivity shall
be made in accordance with Section 6.2.1 of the
City of Malibu’s geotechnical guidelines at the
completion of grading by the Project
Geotechnical Consultant, who shall provide
appropriate recommendations.”

4. Include the following note on the Foundation
Plans: “All foundation excavations must be
observed and approved by the Project
Geotechnical Consultant prior to placement of
reinforcing steel.”

5. The Foundation Plans for the proposed project
shall clearly depict the embedment material and
minimum depth of embedment for the
foundations in accordance with the Project
Geotechnical Consultant’s recommendations.

6. Show the onsite wastewater treatment system on
the Site Plan.

7. Please contact the Building and Safety
Department regarding the submittal requirements
for a grading and drainage plan review.

8. A comprehensive Site Drainage Plan,
incorporating the Project Geotechnical
Consultant’s recommendations, shall be included
in the Plans. Show all area drains, outlets, and
non-erosive drainage devices on the Plans.

Water shall not be allowed to flow uncontrolled
over descending slopes.

Grading Plans (as Applicable)

1. Grading Plans shall clearly depict the limits and
depths of overexcavation, as applicable.

2. 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, Expansion Index tests, locations and
elevations of all removal bottoms, locations and
elevations of all keyways and back drains, and
locations and elevations of all retaining wall
backdrains and outlets. Geologic conditions
exposed during grading must be depicted on an
as-built geologic map. This comment must be
included as a note on the grading plans.

Retaining Walls (As Applicable)

1. Include the following note on the retaining walls
and foundation plans: “The Project Geotechnical
Consultant shall review the retaining wall design
for the earth pressure and any surcharge required
in the wall design.”

2. Show retaining wall backdrain and backfill design,
as recommended by the Geotechnical
Consultant, on the Plans.

3. Retaining walls separate from a residence require
separate permits. Contact the Building and Safety
Department for permit information. One set of
retaining wall plans shall be submitted to the City
for review by City geotechnical staff. Additional
concerns may be raised at that time which may
require a response by the Project Geotechnical
Consultant and applicant.
195
47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK
WM
B
WV
FH

SPEED BUMP
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
83 (E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'
GATE

PILASTER

72.76 EP

73.10 GB

72.38 GB

72.28 72.58

73.28 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PACIFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
9"
9"
9"
6"

EMBER ZONE
ZONE A
ZONE A
ZONE B
ZONE B
ZONE A
ZONE C
ZONE B

EMBER ZONE
ZONE A
ZONE C
0 10 20 FT
N

RESIDENCE
P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.

P.A.
(E) VEGETATION TO REMAIN
Species Observed:
- Rhus integrifolia
- Limonium perezzia
- Escholzia californica
- Salvia leucophylla
- Cupressus macrocarpa
P.A.

P.A.

P.A.
33008 Pacific Coast Hwy
A.P.N. 4473-017-009
MMC Zoning: RR2 (Residential Rural 2-Acres)
1 2
3 4
(3) Myoporum spp. to be removed
Bougainvillea spp. to be removed
(1) Melaleuca spp. to remain
(4) Melaleuca spp. to be removed
Site Photos

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
FM1.00
PROJECT:

BLUFFTOP 1
5/13/25
1" = 10'-0"
KR
23 - 06
2 9
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Photo 1 Photo 2 Photo 3
Photo 4
196
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47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK
WM
B
WV
FH

SPEED BUMP
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
83 (E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'
GATE

PILASTER

72.76 EP

73.10 GB

72.38 GB

72.28 72.58

73.28 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PACIFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
9"
9"
9"
6"

EMBER ZONE
ZONE A
ZONE A
ZONE B
ZONE B
ZONE A
ZONE C
ZONE B

EMBER ZONE
ZONE A
ZONE C
0 10 20 FT
N

RESIDENCE
P.A.

P.A.

P.A.

P.A.

P.A.

P.A.
(E) VEGETATION TO REMAIN
Species Observed:
- Rhus integrifolia
- Limonium perezzia
- Escholzia californica
- Salvia leucophylla
- Cupressus macrocarpa
P.A.

P.A.

P.A.
33008 Pacific Coast Hwy
A.P.N. 4473-017-009
MMC Zoning: RR2 (Residential Rural 2-Acres)
1 2
4 (3) Myoporum spp. to be removed
Bougainvillea spp. to be removed
(1) Melaleuca spp. to remain
(4) Melaleuca spp. to be removed
3 P.A.

D e s c r i p t i o n o f F i r e Z o n e s
EMBER ZONE: 0'-5’ from Residence
• area shall be free of materials known to be receptive to flying embers Fire Zone A: 5-30’ from Residence
• Vegetation in this zone is composed of high moisture containing tree's, shrubs, groundcovers
(especially succulent species) and lawn and lawn substitutes. • All plants will be irrigated by automatic systems to maintain healthy vegetation with a high live fuel moisture and greater fire resistance. • Landscaping and vegetation in this zone will consist of primarily green lawns, groundcovers, mulch, adequately spaced small shrubs and hardscape. • Plants in Zone A shall be highly fire resistant and selected from the approved plant list.
• Existing Native vegetation shall be modified by thinning and removal of high risk species.
• Trees shall be limbed up to at least 6 feet above bare earth and a minimum of 3 times the height of underlying plants.

Fire Zone B: 30’-100’ from Residence
• Landscaping and vegetation in this zone will consist of primarily green lawns, groundcovers, mulch, adequately spaced small shrubs and hardscape. • All plants will be irrigated by automatic systems to maintain healthy vegetation with a high live fuel moisture and greater fire resistance. • Plants in Zone B shall be fire resistant and selected from the approved plant list. • Existing Native vegetation shall be modified by thinning and removal of high risk species.
• Trees shall be limbed up to at least 6 feet above bare earth and a minimum of 3 times the height of underlying plants.

Fire Zone C: 100'-200’ from Residence
• Multicut and remove all dead wood in areas with existing native shrub cover. • Remove up to 20% of native vegetation.
• Remove exotic species.

Fuel Modification Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
FM1.01
PROJECT:

BLUFFTOP 1
3/13/25
1" = 10'-0"
KR
23 - 06
3 9
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
197
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"fo .. 1,,,1~0'" ' rlo· ·-·= · 1, _... - • 1,, ·····-· ,St· ~ 7 to flr•-"'·'' J -- • --·_-.. ·a-·,--- ili''- ·=e11t~ ,. !fl . , " ,,,,m epa0cu.u.e.n . .,nnu,, msp.!! . 1QOSJ , ~ . ,us,.cc ,eara,,c_e_co. !l re.q, Jte,,,, ___ ,,. [ij[ij t<;>n'i:lgf(ii'.if f(:,Ugwlr,9_ Ille 'ii?!0ra'I Q'i;y),rg: of fifi~~ltJ <,>i~ . o,~t,weqli ~fili 'i'il'gpt!l§' §'~ Ag ril;iai;(l]J~ El i{l~p11n~)n]j'ijn t hg ,9e2lJr~Einit, ,~9jon !(,~,cli '.gwt!lling '1ix1~1§" ,. , !!b~E)l!diqn ifu!i &<>'l!filianJ:.e ~ ih a,;i ?J:>J;!]!Ved]µel [!1ogjfigalio11 IJ]an m.ai ,QCG'!!J'i'f ;,~y tirn_e, .., ,f11: fu@t~ planiit:Q i~,naffi l\e:lti accoco~ce5.'/i~nc!fie'Col]_o'ty' aii o1l Angefles ~ke !r:J,epaitmen£ libel [McicJm.cadbn.'..G.ui.OelifieS aoa; a:pp.rQVe.O p]:UX-.lct ih.s.tiffati'on:.:
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P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 11 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 26 Low < 1'-0"
Encelia californica Bush Sunflower 1g 37 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 54 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp. lyonii Lyon's Catalina Cherry 15g 9 Low 15'-0" A
A
S
P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 11 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 26 Low < 1'-0"
Encelia californica Bush Sunflower 1g 37 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 54 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp. lyonii Lyon's Catalina Cherry 15g 9 Low 15'-0" Salvia apiana White Sage 1g 8 Low 3'- 0"
Salvia leucophylla Purple Sage 1g 39 Low 2'-0"
Groundcovers
Walk-On Bark 882 SF N/A
P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 11 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 26 Low < 1'-0"
Encelia californica Bush Sunflower 1g 37 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 54 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp. lyonii Lyon's Catalina Cherry 15g 9 Low 15'-0" Cc
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47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK
WM
B
WV
FH

SPEED BUMP
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
83 (E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'
GATE

PILASTER

72.76 EP

73.10 GB

72.38 GB

72.28 72.58

73.28 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PACIFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
5 25
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
0 8 18 FT
N

GRAVELPAVE

PARKING

DRIVEWAY

+ L.P.
(E) VEGETATION TO REMAIN

P.A.
(E) CATCH BASIN
(E) CATCH BASIN

SHARED DRIVEWAY
PATIO
+ L.P.

RESIDENCE
Planting Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L3.00
PROJECT:

BLUFFTOP 1
5/14/25
1/8" = 1'-0"
KR
23-06
6 9
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
(E) VEGETATION
(E)

VEGETATION
12066
198
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\_ __
-------
COUNlY OF LOS ANGELES

FIRE DEPARTMENT

PREVENTION SERVICES BUREAU
FINAL

FUEL MODIFICATION PLAN

APPROVED
By _____ Date ___ _

FUEL MODIFICATION UNIT
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions of
any County/City or State law
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FIRE DEPARTMENT REVIEW

REFERRAL SHEET
City of Malibu
23825 Stuart Ranch Rd., Malibu, California CA 90265-4804 (310) 456-2489 FAX (310) 456-7650
FROM:

TO: Los Angeles County Fire Department
City of Malibu Planning Department DATE: 05/17/2023
JOB ADDRESS: 33008 PACIFIC COAST HWY
APPLICANT / CONTACT: Arfakhashad Munaim, Schmitz & Associates, Inc.

APPLICANT ADDRESS: 28230 Agoura Hills
APPLICANT PHONE #: (818) 338-3636
APPLICANT FAX #:

PROJECT DESCRIPTION: new 2-story single family residence with attached garage, basement, and new driveway access and landscaping.

Agoura Hills, CA 91301
PROJECT NUMBER: CDP 23-034
TO: Malibu Planning Department and/or Applicant
FROM: Fire Prevention Engineering Assistant
Compliance with the conditions checked below is required prior to Fire Department approval.

The project DOES require Fire Department Plan Review and Developer Fee payment ______ The project DOES NOT require Fire Department Plan Review ______ The required fire flow for this project is ________ gallons per minute at 20 pounds per square inch for a 1 hour duration. (Provide flow information from the water dept.) ______ The project is required to have an interior automatic fire sprinkler system. ______ Final Fuel Modification Plan Approval is required prior to Fire Department Approval ______ Conditions below marked “not approved” shall be corrected on the site plan and resubmitted for Fire Department approval.

App’d N/app’d
Required Fire Department vehicular access (including width and grade %) as shown from the public street to the proposed project. _____ ______ Required and/or proposed Fire Department Vehicular Turnaround _____ ______ Required 5 foot wide Fire Department Walking Access (including grade %) _____ ______ Width of proposed driveway/access roadway gates _____ ______

*County of Los Angeles Fire Department Approval Expires with City Planning permits expiration, revisions to the County of Los Angeles Fire Code or revisions to Fire Department regulations and standards. **Minor changes may be approved by Fire Prevention Engineering, provided such changes achieve substantially the same results and the project maintains compliance with the County of Los Angeles Fire Code valid at the time revised plans are submitted. Applicable review fees shall be required. __________________________________ _____________________

SIGNATURE DATE
Additional requirements/conditions may be imposed upon review of complete architectural plans.

The Fire Prevention Engineering may be contacted by phone at (818) 880-0341or at the Fire Department Counter:
26600 Agoura Road, Suite 110, Calabasas, CA 91302; Hours: Monday – Thursday between 7:00 AM and 11:00 AM Rev 04/21/10 mr
FEPC2023-1860 1,250 04/24/2025 WATER & ACCESS ONLY
199
✓
✓
✓
✓
✓
✓
✓
✓
Cover Sheet

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L0.00
PROJECT:

BLUFFTOP 1
9/6/24
1" = 40'-0"
KR
23-06
1 7
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Revision TOP and House
Footprint 7/25/24
Revision 10/30/24
Revision 12/16/24
Statement of Compliance
I have complied with the criteria of the Landscape Water Conservation Ordinance and applies them for the efficient use of water in the landscape design.

Preparer Name: Jessica Harlin
Preparer Signature:

Professional License / Designation:Landscape Architect, #6606 vicinity map
33008 PACIFIC COAST HIGHWAY
MALIBU, CA 90265
Sheet Index
sheet # Title
L0.00 Cover Sheet
L1.00 Hardscape & Lighting Plan
L2.00 Irrigation Plan
Irrigation Details
L3.01
L3.00 Planting Plan - Front
L1.01 Hardscape Details
L2.01
Planting Details
Project Description
Exterior landscape, lighting and irrigation for new single family residence with attached garage.
architect: Burdge & Associates
24911 PCH
Malibu, CA 90265
p: 310.456.5905
landscape: Barefoot Design, Inc.
1187 Coast Village Road, #287
Santa Barbara, CA 93108
p: 805.697.7466
Consultants
Project Details
project address: 33008 Pacific Coast Highway
Malibu, CA 90265
owner: Ronald Jenny
33010 Pacific Coast Highway
Malibu, CA 90265
assessors 4473-017-009
number:
zoning: RR2
total proposed
landscape area: 3,417 SF
low water use - 3,327 SF
med water use - 90 SF
high water use - 0 SF
total irrigated
landscape: 3,417 SF
water supply type: potable
water municipality: Los Angeles Water District 29
ok
47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
19'-5 1/4"
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK

WV WV WV WV
WV
102.89
103.51
104.86
105.71
106.60
106.63
105.70
104.85
103.55
102.84
102.66
103.42
104.74
105.64
106.49
106.12
105.16
104.23
102.97
102.03
102.12 TB
101.67 FS 102.89 TB
102.56 FS
103.70 105.29 TB
104.81 FS
75 80
85 90
95 100
105
PP# 1059789E
B B FH
MB'S

GATE MOTOR
MB'S

GATE MOTOR

EDS METER
RISERS
GATE
WM

SPEED BU MP

KEY PAD
WV
GATE

SPEED BU MP
WM
GM
GATE
WM

B WV FH
GATE
GATE
GV

SPEED BU MP
106.10 TB
105.62 FS
103.37
104.59 TC
104.36 FS
103.21 TC
102.79 FS
108.57 TW
102.47 FS
108.95 TW
103.95 FS
100.28

99.46 96.16

95.99 98.68 TW

93.48 F S

91.25 91.88

95.82 TW

90.22 F S

90.79 TB

90.53 F S

88.36 94.38 TW

88.58 F S

87.25 86.50

86.69 85.92

84.97 84.82

83.19 83.25

81.58 80.10

78.48 78.29

77.12 76.33

76.04 75.67

75.79 74.47

73.78 TB

73.55 F S

71.10 70.99
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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-
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-
-
-
-
-
-
-
-
-

CONCRET E
MEAN HIGH TIDE LINE 1957
20' GATE 3.5' GATE
85 86 87 88 89 90
95 96 97 98 99 100
92 93 94
101 102 103
104
80 82 83 84
81 75
83 76 77 78 79 84
(E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'

GATE PILASTER

PILASTER

71.13 EP

72.76 EP

73.10 GB

72.38 GB

71.23 71.46

71.60 72.28

72.58 73.28

71.83 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PAC IFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
33010 PACIFIC COAST HWY.

APN: 4473-018-004
1 STORY WOOD & STUCCO BUILDING
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
45 40
35 25
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 30
55 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
0 40 80 FT N
200
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LEE
No.6606 <...., ~
Marc:h31,2026 't- .- Rer,ewal Date -I
'7 ' 01
V"--:::-_:::::;:::-c,±7C, 'cf!-;.,L"':=cJ Q
Signature
(P) Prefabricated Boardwalk, Set on Grade (NO FOOTINGS) - MFR: Fifthroom, PRODUCT: No Rail Cedar Pedestrian Bridge (or approved equal)
ok
47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK
WM
B
WV
FH

SPEED BUMP
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
83 (E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'
GATE

PILASTER

PILASTER

72.76 EP

73.10 GB

72.38 GB

71.60 72.28

72.58 73.28

71.83 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PACIFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
1 STORY WOOD & STUCCO BUILDING
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
45 40
35 25
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 30
55 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
5'-0"
13'-0"
M a t e r i a l s L e g e n d :
symbol description
Shovel Cut Edge
Santa Barbara Sandstone Boulders, set in grade
Decomposed Granite
area
1,816 SF
Concrete 947 SF
3/8" Gravel Mulch 1,251 SF
detail
1, 2
L1.01
3,4
L1.01
2 L1.01
5 L1.01
Permeable Pavers 616 SF
Catch Basin - See Civil Drainage Plan
Driveway Pavers 4,513 SF
7 L1.01
8 L1.01
0 10 20 FT
N
5'-0"

DRIVEWAY

RESIDENCE

RAIN GARDEN

RAIN GARDEN
P.A.

P.A.

P.A.

P.A.
+ L.P.

P.A.

P.A.
(E) Catch basin

SHARED DRIVEWAY
P.A.

RAIN GARDEN
P.A.

P.A.

P.A.

PATIO
symbol description quantity manufacturer model lumen wattage color temp (K) notes controller 1 FX Luminaire LZD-300-SS N/A N/A N/A
beam mounted light 2 WAC Lighting FM-W47205-30-BK 900 11.9 3000 overhang recessed light 6 FX Luminaire RC-3LED-SV 261 4.2 2700 pathlight 18 FX Luminaire PFLEDTA - CU + P - 1LED - 18RA - CU 39 2 2700 18" height wall lights 11 FX Luminaire MS - 1LED - BS 101 1.9 2700 sconce 6 Kuzco EW48003-BK-UNV 1020 12 3000
L i g h t i n g L e g e n d
L
notes:

1. Wiring and transformer locations to be provided by Electrician.

2. Location of lights are diagrammatic. Final location to be set prior to installation by Landscape Architect. (to be programmed to turn
outdoor lighting off during
daytime hours)
(E) VEGETATION TO REMAIN

LID PLANTER
(P) Leachfield Area,
per septic designer
5'-6"
5'-0"
P.A.

P.A.

P.A.

P.A.
6 L1.01
33008 Pacific Coast Hwy
A.P.N. 4473-017-009
MMC Zoning: RR2 (Residential Rural 2-Acres)
(E) HARDSCAPE

TO REMAIN
Hardscape & Lighting Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L1.00
PROJECT:

BLUFFTOP 1
9/6/24
1/8" = 1'-0"
KR
23 - 06
2 7
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Revision TOP and House
Footprint 7/25/24
Revision 10/30/24
Revision 12/16/24
FX Luminaire - Luxor Controller FX Luminaire - Path Light FX Luminaire - Wall Light FX Luminaire - Overhang Kuzco - Sconce
Recessed Light
WAC Lighting - Beam
Mounted Light
201
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, __ _,
No.6606
March 31, 2026
Hardscape & Lighting Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L1.01
PROJECT:

BLUFFTOP 1
9/6/24
as noted
KR
23-06
3 7
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Revision TOP and House
Footprint 7/25/24
Revision 10/30/24
Revision 12/16/24
Decomposed Granite Paving
scale: 1 1" = 1'-0".

Shovel Cut Edge @ Decomposed Granite
scale: 2 1" = 1'-0".
4" Integral Color Concrete Paving, TYP.
scale: 3 1" = 1'-0".
6" Integral Color Concrete Paving, TYP.
scale: 4 1" = 1'-0".
2" decomposed granite, California Gold
2" class II aggregate base,
compacted 95%
undisturbed sub grade or approved fill
compacted per soils report
recommendations and engineer's plans
finished grade
4" thick class II aggregate sub-base,
95% relative compaction
undisturbed sub grade or approved fill
compacted per soils report
recommendations and engineer's plans
shovel cut edge, 15º +/-
2" 2"
2" decomposed granite, California Gold
Sub-Base, per Engineer
4" thick concrete slabreinforcement per Engineer
finished grade to be 1" below finished
surface of concrete
undisturbed sub grade or approved fill compacted
per soils report recommendations and engineer's plans
8" 2"
6"
Sub-Base, per Engineer
6" thick concrete slab, reinforcement per Enginerr
finished grade to be 1" below finished
surface of concrete
undisturbed sub grade or approved fill compacted
per soils report recommendations and engineer's plans
10" 2"
6"
Boulder Set in Grade
scale: 5 1" = 1'-0".
3-5' - width can vary
2/3 of height above grade 1/3 of height below grade
Santa Barbara Sandstone
Boulder
note:

1. call landscape designer at
time of placement
Prefabricated Boardwalk
scale: 6 n/a
Prefabricated Boardwalk, MFR:

Fifthroom, PRODUCT: No Rail
Cedar Pedestrian Bridge
4" thick, 2" washed gravel base,
leveled
Permeable Interlocking Pavers
scale: 7 1" = 1'-0"
permeable pavers
2" bedding course, ASTM no. 8 aggregate
undisturbed sub grade or approved fill
compacted per soils report
recommendations and engineer's plans
curb/edge restraint, per civil
6" min. ASTM no. 2 stone subbase
4" ASTM no. 57 stone open-graded base

7.5mm joint space, ASTM no. 8, 89, or 9 aggregate
geotextile on top of subgrade
and top/sides of subbase under/beyond curb
6"
minimum length equal to base thickness
Notes:

1. Cross section as shown, is suitable for residential driveways, patios, and sidewalks.

2. Depth of aggregate base subject to site specific conditions (soil conditions, groundwater levels, climatic conditions). Contact sales represantitive.

3. Drain pipes may be required within aggregate base depending on the permeability of the subgrade soils.

Verify drainage needs with the geotechnical engineer. Ensure drain pipes are able to daylight via gravity flow to surface, or connect to catch basin.

RESIDENTIAL DRIVEWAY WITH
Curb, per civil
Concrete Paver, 2 3/8" (60mm) MIN. thickness
1" to 1 1/2" (25-40mm) bedding sand
6" (150mm) MIN. Compacted Aggregate Base
Geotextile as required, turn up at sides to cover
base
Compacted sub-grade
12" (300mm) wide geotextile along perimeter,
turn up at curb (do not cover top of base)
NOTES:

1. Thickness of aggregate base will vary with subgrade
conditions and climate. Colder clinmates may require a
thicker base.

2. Concrete pavers should be placed on a cement treated base of soil is extremeley weak or constantly saturated, pavers can be overlaid or inlaid on existing asphalt or concrete driveways.

3. Consult ICPI tech spec 2 for guidelines on specifications of base materials, subgrade and soil compaction.

4. Plastic, aluminum or precast concrete edging may be
used.
per grading
Interlocking Pavers
scale: 8 1" = 1'-0"
202
----
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II
/
P,NDSC~
I>- LEE
No.6606
March 31, 2026
Rer,ewal Date
,~~ 7 •. 7"'! , Signature
""" O, CALI
Irrigation Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L2.00
PROJECT:

BLUFFTOP 1
9/6/24
1/8" = 1'-0"
KR
23-06
4 7
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Revision TOP and House
Footprint 7/25/24
Revision 10/30/24
Revision 12/16/24
P.O.C.

Revision 2/12/25
PR
1 2
2 3 4
5 5
6 6
6 1
1"
drip

1.95 gpm
2 1"
drip
.21 gpm
3 1"
drip
.60 gpm
4 1"
drip
.53 gpm
5 1"
drip

4.49 gpm
6 1"
drip

2.37 gpm
7 1"
drip
.60 gpm
8 1"
tree
3 gpm
9 1"
tree

4.5 gpm
6 1
6 6
6 7
6 6
6 6
6 6
ok
47'-2"

FRONT YARD SETBACK
35'-4 3/4"
REQ. REAR YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O. BLUFF SETBACK
WM
B
WV
FH

SPEED BUMP
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
83 (E) NEIGHBOR FENCE TO REMAIN
69'
71'
69'
68'
67'
67'
68' 69'
68'
68' 69'
70'
GATE

PILASTER

PILASTER

72.76 EP

73.10 GB

72.38 GB

71.60 72.28

72.58 73.28

71.83 72.52

72.95 UV

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

APN: 4473-017-008
TO PACIFIC COAST HWY.

N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
33010 PACIFIC COAST HWY.

APN: 4473-018-004
1 STORY WOOD & STUCCO BUILDING
33006 PACIFIC COAST HWY.

APN: 4473-017-008

P A C I F I C O C E A N

TOP OF BLUFF

TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

TOE OF BLUFF

TOE OF BLUFF
45 40
35 25
20 15
5 50
55 60
40 45
35 25
30 20
15 10
5 65
60 65
45 50
55 30
35 40
15 20
25 10
50 55
60 65
30 35
40 45
10 15
20 25
65 5
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
70'
71'
72'
70'
69'
67'
1 2
3 4
5 DN
5R(6 1/2" )
4 G(1'-5" )
28'-8 1/2"

PROPOSED

FRONT YARD
10 30
55 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
valve/zone description area plant type exposure
1 Shrubs & Grasses - Driveway 582 SF L Full Sun
2 Shrubs & Grasses - Driveway 60 SF L Full Sun
3 Hedge 175 SF L Full Sun
4 Native Shrubs & Grasses - Bluff 155 SF L Full Sun
5 Rainwater Garden 1342 SF L Full Sun
6 Native Shrubs & Grasses - Bluff 707 SF L Full Sun
7 Native Shrubs & Grasses - Bluff 180 SF L Full Sun
8 Trees - Driveway 30 SF L Full Sun
9 Trees - Citrus 90 SF M Full Sun
H y d r o z o n e L e g e n d P r o j e c t I n f o r m a t i o n Total Landscaped Area (Proposed): 3,417 SF
Landscape Area with Low Water: 3,327 SF
Landscape Area with Med Water: 90 SF
Landscape Irrigated with High Water Use: 0 SF
Total New Irrigated Area: 3,417 SF
Project Type: residential
Water Supply Type: potable
Water Municipality: Los Angeles Waterworks District 29
L a t e r a l L i n e S i z i n g
80-120 gpm 3" class 200
55-80 gpm 2 1/2" class 200
35-55 gpm 2" class 200
26-35 gpm 1 1/2" class 200
16-26 gpm 1 1/4" class 200
10-16 gpm 1" class 200
6-10 gpm 3/4" class 200
0-6 gpm 1/2" class 315
M a i n l i n e S i z i n g
70-120 gpm 3" class 315
50-70 gpm 2 1/2" class 315
30-50 gpm 2" class 315
22-30 gpm 1 1/2" schedule 40
12-22 gpm 1 1/4" schedule 40
8-12 gpm 1" schedule 40
4-8 gpm 3/4" schedule 40
0-4 gpm 1/2" schedule 40
I r r i g a t i o n L e g e n d
symbol description
P.O.C.
point of connection
irrigation controller
backflow preventer
manufacture / model
1-1/2" FEBCO 825Y or approved equal
drip valve
hose bib
manual shut-off valve
WEATHERMATIC 11024FCR w/ pressure
regulating Y-Filter (30 psi)
PVC ball valve, size to match mainline
PR pressure regulator HONEYWELL D06-G with gauge (70 psi) 3/4" brass hose bibb
spray valve WEATHERMATIC 11024FCR (65 psi)
drip irrigation zones HUNTER 1/2" Supply Tubing w/ HUNTER Point Source Emitters, see Emitter Legend
root watering system HUNTER RZWS (65 psi), see Emitter Legend for size and model
#
(N) 1" dedicated water meter, labeled
"FOR IRRIGATION ONLY"
HUNTER I-Core IC-600-SS controller w/ (3)
HUNTER ICM-600 Module & (1) HUNTER
Wireless Rain-clik Rain Sensor WR-CLICK-TR.

Rain Sensor to be programmed to
automatically shutoff when onsite rainfall
exceeds 1/4 inch.
domestic mainline
irrigation sleeve
irrigation lateral
2" sch 40 PVC
see Lateral Line Sizing
see Irrigation Notes
master control valve HUNTER IBV-151G-FS-R (65 psi)
flow sensor HUNTER HFS w/ FCT-100 (65 psi)
symbol description manufacture / model
#
1"
type
flow
valve number
valve size
valve type
valve flow rate
V a l v e I d e n t i f i c a t i o n
(E) VEGETATION TO REMAIN
0 8 18 FT
N
E m i t t e r L e g e n d
plant material equipment
flatted groundcover Microspray Emitters
4" pot 2 - HE-20-B Emitters per plant
1 gallon 2 - HE-20-B Emitters per plant
5 gallon shrubs 3 - HE-20-B Emitters per plant
15 gallon shrubs 4 - HE-20-B Emitters per plant
15 gallon trees 2 - RZWS-18-50-CV per tree
24" box trees 2 - RZWS-18-50-CV per tree
36" box trees 3 - RZWS-36-50-CV per tree
48" box trees 4 - RZWS-36-50-CV per tree
60" box trees and above (Consult with a Local Arborist) Location diagrammatic,
backflow etc. will be located
on real property

RESIDENCE
Planting within 15' TOB setback to
be hand watered for establishment
7 Permeable Interlocking Pavers
L1.01 *no structural foundation
8 Driveway Pavers
L1.01 *no structural foundation
(P) Prefabricated Boardwalk, Set on Grade
(NO FOOTINGS)
- MFR: Fifthroom, PRODUCT: No Rail Cedar
Pedestrian Bridge (or approved equal)
6 L1.01
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P,NDSC~
I>- LEE It
No.6606
March 31, 2026
Rer,ewal Date
7 ~~ ,-7"', !
Signature
Manual Flush Valve
scale: 3 N.T.S.

Drip Valve Assembly
scale: 5 N.T.S.

Pipe & Wire Installation
scale: 1 N.T.S.

Spray Head
scale: 6 N.T.S.

Drip Irrigation
scale: 2 N.T.S.

Valve Assembly
scale: 4 N.T.S.

Root Watering System
scale: 7 N.T.S.
12"
18" TYP
4"
4"
4"
clean compacted backfill
finish grade
control wire in schedule 40 conduit,
tape to mainline @ 4' O.C.
lateral line
mainline
undisturbed soil
wire stakes, 3'-0" MAX spacing
emitter, MODEL: HUNTER Point
Source Drip Emitter, see irrigation
legend for model
distribution tubing, MODEL: HUNTER
TWPE-700, see irrigation legend for
product specifications
finish grade
3"
3'-0"
mulch
standard valve box with cover,
MODEL: RAINBIRD VB-STD
finish grade
irrigation hose, MODEL: HUNTER IH-250,
lenght as necessary
irrigation hose fitting, MODEL: HUNTER
IHFIT-3850
1/2" FPT manual ball valve
lateral pipe
1/2" MPT connection from lateral
brick (1 of 4)
3/4" washed gravel sump,
2 cubic foot
finish grade
pop-up spray sprinkler, see irrigation
schedule for type and size
swing joint assembly, length as
necessary
PVC Lateral Pipe
PVC SCH 40 Tee or ELL
approved backfill

SIDE VIEW

TOP VIEW
manifold pipe and fittings
standard valve box with
cover, MODEL: RAINBIRD
VB-STD
30" linear length of wire coiled
pressure regulating filter
PVC female adaptor
lateral pipe
waterproof connection, MODEL:

RAINBIRD WPCONN10
finish grade
PVC SCH tee or ell to manifold
3" MIN depth of 3/4" washed
gravel
remote control valve, MODEL:

WEATHERMATIC 11024FCR, size
per plan
FLOW
ID Tag, MODEL: RAINBIRD VID
series
3" MIN.
finish grade
remote control valve, MODEL:

WEATHERMATIC 11024FCR,
size per plan
PVC SCH 80 nipple
PVC SCH 40 Ell
PVC SCH 80 nipple
brick (1 of 4)
PVC mainline
SCH 80 nipple (2"
length, hidden) and
SCH 40 Ell
PVC SCH 40 Tee or Ell
SCH 40 male adaptor
PVC lateral pipe
3" MIN depth of 3/4"
washed gravel
30" linear length of wire,
coiled
waterproof connection, MODEL:

RAINBIRD WPCONN10
ID Tag, MODEL:

RAINBIRD VID series
notes:
see plans, legend and specifications for
additional installation notes
standard valve box with cover,
MODEL: RAINBIRD VB-STD
FLOW
NOTES:

1. 3" Grate is also available in purple (RZWS-RCCAP).

2. Install product so that the grate is even with finish grade or top of mulch.

3. Optional sand sock (RZWS-SLEEVE) to cover mesh basket area.

4. When installing in extremely hard or clay soils, add 3/4" gravel under and around the unit to allow faster water infiltration and root penetration.

5. Once RZWS has been installed fill the basket with pea gravel before locking lid. finish grade
root watering system, see
irrigation schedule for type
and size
bubbler, see irrigation
schedule for type and size
18" swing joint assembly
lateral line
PVC SCH Tee or Ell
optional sock (Hunter RZWS-SLEEVE)
for sandy soils
locking cap
Irrigation Details & Water Use

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
PROJECT:

L2.01BLUFFTOP 1
9/6/24
as noted
KR
23-06
5 7
33008 Pacific Coast Highway, Malibu CA, 90265

THE DRAWINGS AND SPECIFICATIONS

ARE THE PROPERTY AND COPYRIGHT OF

THE BAREFOOT DESIGN AND SHALL NOT

BE USED ON ANY OTHER WORK EXCEPT

BY WRITTEN AGREEMENT WITH THE
BAREFOOT DESIGN. WRITTEN

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

BROUGHT TO THE ATTENTION OF

BAREFOOT DESIGN PRIOR TO THE
COMMENCEMENT OF ANY WORK. 1187 Coast Village Road, #287 Santa Barbara, CA 93108 TEL 805-697-7466 WEB www.barefoot-design.net

SUBMITTALS
5/11/23
Revision TOP and House
Footprint 7/25/24
Revision 10/30/24
Revision 12/16/24
M a x i m u m A p p l i e d W a t e r A l l o w a n c e C a l c u l a t i o n s: D e f i n i t i o n s: ETo 44.2 Eto Reference provided in Appendix A - CIMIS LA 16644 ETAF Evapotranspiration Adjustment Factor - 0.55 or less SLA 0 HA Hydro zone area = Irrigated area ETAF 0.21 IE Irrigation efficiency. Must exceed 0.71. MAWA (Gallons) 250,862 LA Landscaped area MAWA (Inches per sq.ft.) 24.2 PF Plant water use factor- WUCLOS MAWA (Inches per DAY) 0.07 SLA Special landscaped area WITHIN the landscaped area Maximum Applied Water Allowance Equation: MAWA = (ETo) (0.62) [(0.55 x LA) + (0.3 x SLA)] E s t i m a t e d T o t a l W a t e r U s e : ETo 44.2 PFxHA (see chart) 3680.8 HA (same as LA) 16644 IE (see chart) 0.80 SLA 0 ETWU (Gallons) 126,296 ETWU (Inches per sq.ft.) 12.2 ETWU (Inches per DAY) 0.03 Estimated Total Water Use Equation: ETWU = (ETo x 0.62) [(PF x HA)/IE) +SLA] I r r i g a t i o n E f f i c i e n c y: H.Z. Description Type PF Irrigation Method IE ETAF (PF/IE) HA ETAF x Area PF x HA 1 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 1150 186.30 230 2 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 441 71.44 88.2 3 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 1401 226.96 280.2 4 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 1486 240.73 297.2 5 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 545 88.29 109 6 Ornamental Shrubs & Groundcover Low 0.2 drip 0.81 0.16 467 75.65 93.4 7 Ornamental Trees Low 0.2 drip 0.81 0.16 16 2.59 3.2
8 Ornamental Trees Low 0.2 drip 0.81 0.16 32 5.18 6.4
9 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 1600 240.00 320 10 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 2230 334.50 446 11 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 1489 223.35 297.8 12 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 1652 247.80 330.4 13 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 1530 229.50 306 14 Native Shrubs, Perennials & Groundcovers Low 0.2 rotary spray 0.75 0.15 2165 324.75 433 15 Pool & Spa High 1.0 N/A 1.0 1.00 440 440.00 440 Totals: 0.80 0.21 16644 2937.06 3680.8 Average System IE (IE is a derivative of DU defined as IE = DU x IME. Where IME= Irrigation Management Efficiency Does ETWU Qualify? Water Efficient Landscape Worksheet
M a x i m u m A p p l i e d W a t e r A l l o w a n c e C a l c u l a t i o n s: D e f i n i t i o n s:

ETo 40.6 Eto Reference provided in Appendix A - CIMIS
LA 3417 ETAF Evapotranspiration Adjustment Factor - 0.55 or less SLA 0 HA Hydro zone area = Irrigated area
ETAF 0.23 IE Irrigation efficiency. Must exceed 0.71.

MAWA (Gallons) 47,307 LA Landscaped area
MAWA (Inches per sq.ft.) 22.2 PF Plant water use factor- WUCLOS MAWA (Inches per DAY) 0.06 SLA Special landscaped area WITHIN the landscaped area Maximum Applied Water Allowance Equation:

MAWA = (ETo) (0.62) [(.55 x LA) + (1-0.55 x SLA)]
E s t i m a t e d T o t a l W a t e r U s e :

ETo 40.6
PFxHA (see chart) 710.4
HA (same as LA) 3417
IE (see chart) 0.41
SLA 0
ETWU (Gallons) 22,077
ETWU (Inches per sq.ft.) 10.4
ETWU (Inches per DAY) 0.03
Estimated Total Water Use Equation:

ETWU = ETo x 0.62 x [(PFxHA)/IE) +SLA]
I r r i g a t i o n E f f i c i e n c y:

H.Z. Description Type PF Irrigation Method IE ETAF (PF/IE) HA ETAF x Area PF x HA Regular Landscape Areas
1 Shrubs & Grasses - Driveway Low 0.2 drip 0.81 0.16 607 98.33 121.4 2 Shrubs & Grasses - Driveway Low 0.2 drip 0.81 0.16 60 9.72 12 3 Hedge Low 0.2 drip 0.81 0.16 175 28.35 35
4 Native Shrubs & Grasses - Bluff Low 0.2 drip 0.81 0.16 155 25.11 31 5 Rainwater Garden Low 0.2 drip 0.81 0.16 1342 217.40 268.4 6 Native Shrubs & Grasses - Bluff Low 0.2 drip 0.81 0.16 778 126.04 155.6 7 Native Shrubs & Grasses - Bluff Low 0.2 drip 0.81 0.16 180 29.16 36 8 Trees - Driveway Low 0.2 tree 0.81 0.16 30 4.86 6
9 Trees - Citrus Med 0.5 tree 0.81 0.41 90 36.45 45
Subtotal: 0.81 0.19 3417 575.42 710.4
Special Landscape/Hardscape Areas
N/A 0.00 0
Subtotal: 0.00 0.00 0 0.00 0
Average System IE (IE is a derivative of DU defined as
IE = DU x IME. Where IME= Irrigation Management Efficiency Does ETWU Qualify?
Water Efficient Landscape Worksheet
204
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P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 13 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 25 Low < 1'-0"
Encelia californica Bush Sunflower 1g 38 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 57 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp lyonii Catalina Cherry 15g 17 Low 15'-0" A
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P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 13 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 25 Low < 1'-0"
Encelia californica Bush Sunflower 1g 38 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 57 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp lyonii Catalina Cherry 15g 17 Low 15'-0" Salvia apiana White Sage 1g 8 Low 3'- 0"
Salvia leucophylla Purple Sage 1g 45 Low 2'-0"
Groundcovers
Walk-On Bark 882 SF N/A
P l a n t P a l e t t e
Botanic Name Common Name Size Quantity WUCOLS MAX Height Trees & Large Shrubs
Arctostaphylos glauca Big Berry Manzanita 15g 4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box 3 Med 12'-0" Quercus tomentella Island Oak 48" Box 2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g 6 Low < 1'-0" Baccharis pilularis Prostrate Coyote Bush 1g 13 Low 2'-0" Carex praegracilis Clustered Field Sedge 1g 58 Low 1'-0" Carpenteria californica Bush Anemone 1g 7 Low 6'-0"
Chondropetalum tectorum Cape Rush 5g 10 Low 3'-0"
Dudleya pulverulenta Chalk Dudleya 1g 25 Low < 1'-0"
Encelia californica Bush Sunflower 1g 38 Low 4'-0"
Juncus patens California Grey Rush 1g 127 Low 2'-0"
Leymus condensatus Wild Rye 5g 57 Low 4'-0"
Lomandra 'Platinum Beauty' Platinum Beauty Basket Rush 1g 20 Low 3'-0" Lomandra 'Seascape' Seascape Rush 1g 39 Low 3'-0"
Muhlenbergia rigens Deer Grass 1g 21 Low 4'-0"
Prunus ilicifolia ssp lyonii Catalina Cherry 15g 17 Low 15'-0" Cc
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47'-2"