Agenda packet, special meeting, first session — Malibu City Council, October 21, 2026 (part 2 of 5)

currently developed with similar single-family residences. The City Biologist, City Coastal Engineering Consultant Reviewers, City Environmental Health Administrator, and City Geotechnical Consultant Reviewers reviewed the project, and these specialists found the project to meet the non-beachfront residential development policies of the LCP and MMC.

The project proposes a reduction of the bluff edge setback from 100 feet to 50 feet, pursuant to LIP Section 10.4(D) for the proposed residence. The proposed 50-foot bluff edge setback has been determined to be a sufficient distance to ensure that proposed development will not be endangered or threatened by erosion or slope instability for a projected 100-year economic life of the structure. Additional details related to project’s consistency with LIP Section 10.4(D) are discussed in the LIP Chapter 10 findings. The proposed project, as conditioned, will comply with all applicable requirements of State and local law.

The residence could be relocated elsewhere on the project site and/or be reduced in size.

However, the soils testing conducted on site determined the OWTS and associated dispersal fields would be best sited in the proposed locations for optimal percolation.

Moreover, because LACFD required a turnaround area to be provided onsite, the available development area was further reduced. The residence could be redesigned to a two-story configuration above 18 feet in height, which could avoid the need for the MM or increase the bluff edge setback. However, given the orientation of existing homes in the area, development above 18 feet in height would likely obstruct more private bluewater views from surrounding residences and be more visible from the beach southeast of the subject property. As designed, the proposed project complies with the requirements of the LCP.

The proposed project has been determined not to result in adverse biological, scenic or visual resource impacts, and is the least environmentally damaging feasible alternative.

Finding 4. If the project is located in or adjacent to an environmentally sensitive habitat area pursuant to Chapter 4 of the Malibu LIP (ESHA Overlay), that the project conforms with the recommendations of the Environmental Review Board, or if it does not conform with the recommendations, findings explaining why it is not feasible to take the recommended action.

The subject property is not in a designated ESHA or ESHA buffer as shown on the LCP ESHA and Marine Resources Map or was determined to be ESHA pursuant to information provided by the project biologist and review conducted by the City Biologist. Therefore, Environmental Review Board review was not required, and this finding does not apply.

B. Minor Modification – Reduction in the Front Yard Setback [LIP Section 13.27] A MM is requested for an approximate 37 percent reduction in the required front yard setback to allow a 28 ft, 9 in. setback where a 47-foot setback is required. Three additional findings are required pursuant to LIP Section 13.27.5(B) in support of a MM. Based on the evidence contained in the record, the required findings for MM No. 25-009 can be made as follows:
106

Page 16 of 24 ends

Finding 1. The project is consistent with policies and provisions of the Malibu LCP.

As previously discussed in Section A, Finding 1, the project, with the inclusion of the requested MM, as designed and conditioned, conforms to all applicable LCP policies and provisions. A reduction in the front yard setback is requested to maintain an 18-foot height limit for the proposed residence consistent with LIP Section 3.6 non-beachfront residential development standards, and ensure the structure footprint complies with the minimum 50- foot bluff edge setback pursuant to LIP Section 10.4(D).

Finding 2. The project does not adversely affect neighborhood character.

Story poles were placed on the project site to demonstrate the project’s potential for public view impacts to the surrounding area including PCH and the beach. The project’s height and bulk will not adversely affect neighborhood character as viewed from public viewing areas due to the existing pattern of residential development adjacent to and in the vicinity of the RR-2 neighborhood. The neighborhood is developed with single-family residences of varying size and height and is characterized by a mix of one and two-story homes. The project proposed has less TDSF and impermeable coverage than is otherwise allowed, and does not exceed 18 feet in height.

Finding 3. The proposed project complies with all applicable requirements of state and local law.

As previously stated in Section A, Finding 1, the project will comply with all applicable requirements of state and local law and is conditioned to comply with any relevant approvals, permits, and licenses from the City of Malibu. The project has been reviewed and conditionally approved by the City Biologist, City geotechnical consultant reviewers, City Public Works Department, City Environmental Health Administrator, and the LACFD and it meets the City’s residential development policies. The proposed project will comply with their respective standards through conditions of approval. The project must also be approved by WD29 and the City Community Development Department, prior to issuance of City building permits.

C. Environmentally Sensitive Habitat Area Overlay (LIP Chapter 4) The subject property is not in a designated ESHA or ESHA buffer as shown on the LCP ESHA and Marine Resources Map or was determined to be ESHA pursuant to information provided by the project biologist and review conducted by the City Biologist. Therefore, the findings of LIP Section 4.7.6 do not apply.

D. Native Tree Protection (LIP Chapter 5)
There are no native trees on or adjacent to the subject parcel. Therefore, the findings of LIP Chapter 5 are not applicable.
107

Page 17 of 24 ends

E. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6) The Scenic, Visual, and Hillside Resource Protection Chapter governs those CDP applications concerning any parcel of land that is located along, within, provides public views to or is visible from any scenic area, scenic road or public viewing area. On September 2025, staff visited the site to determine potential visual impacts of the proposed project on any scenic area, scenic road, or public viewing area. Based on the site visit, existing development, project plans, and photographs taken during the site visit, it was determined that the proposed project would not be visible from PCH, an LCP-designated scenic highway, but would be visible from public viewing areas located at El Pescador State Beach, located approximately 200 feet to the east, and along the shoreline to the southeast. Accordingly, the findings in LIP Section 6.4 are made for the proposed project as follows:

Finding 1. The project, as proposed, will have no significant adverse scenic or visual impacts due to project design, location on the site or other reasons.

The proposed project includes the development of a single-family residence and associated development. Staff analyzed the project’s visual impact from public viewing areas through site reconnaissance and architectural plans and an investigation of the neighborhood. Based on a staff site visit after story poles were installed, it was determined the proposed development is not expected to have significant adverse scenic or visual impacts. No existing public bluewater views are present from PCH and when viewing the proposed project against the backdrop of the existing landscaping and bluff development from nearby public viewing areas, no significant public views of the Pacific Ocean are adversely affected. As designed, the proposed residence does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. Therefore, the project, as proposed, will not have significant adverse scenic or visual impacts due to project design, location or other reasons. Standard conditions of approval have been included for colors, materials, and lighting.

Finding 2. The project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions.

The project as conditioned will not have significant adverse scenic or visual impacts. The project has been conditioned to include limitations on exterior lighting and colors of exterior finishes used to prevent any visual impacts to scenic areas.

Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.

As previously discussed in Section A, Finding 3, the project is the least environmentally damaging feasible alternative.
108

Page 18 of 24 ends

Finding 4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic and visual resources.

The project, as designed and conditioned, is not expected to adversely affect scenic and visual resources and no feasible alternatives would avoid or substantially lessen any significant adverse impacts on scenic and visual resources. As designed, the proposed residence does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. A MM is requested to further reduce the required 47-foot front yard setback to the north (PCH side) by 37 percent to ensure the proposed structure can maintain 18 feet in height and a minimum 50-foot setback to the bluff edge.

Finding 5. Development in a specific location on the site may have adverse scenic and visual impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified LCP.

The subject property is visible from nearby public beaches; however, the proposed project does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. A MM is requested to further reduce the required 47-foot front yard setback to the north (PCH side) by 37 percent to ensure the proposed structure can maintain 18 feet in height and a minimum 50-foot setback to the bluff edge. No development is proposed or required on the bluff or beach. Therefore, the proposed development, as designed, is sited to eliminate, minimize or otherwise contribute to conformance to sensitive resources.

F. Transfer of Development Credit (LIP Chapter 7)
The proposed project does not include a land division or multi-family development.

Therefore, the findings of LIP Chapter 7 are not applicable.

G. Hazards (LIP Chapter 9)
Pursuant to LIP Section 9.3, written findings of fact, analysis and conclusions addressing geologic, flood and fire hazards, structural integrity or other potential hazards listed in LIP Sections 9.2(A)(1-7) must be included in support of all approvals, denials or conditional approvals of development located on a site or in an area where it is determined that the proposed project causes the potential to create adverse impacts upon site stability or structural integrity.

The Planning Division, City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator and City geotechnical consultant reviewers analyzed the proposed development for the hazards listed in LIP Chapter 9. The required findings are made as follows:
109

Page 19 of 24 ends

Finding 1. The project, as proposed will neither be subject to nor increase instability of the site or structural integrity from geologic, flood, or fire hazards due to project design, location on the site or other reasons.

The applicant submitted geotechnical and engineering reports and addenda prepared by CalWest Geotechnical Consulting Engineers, Land Phases, Inc., and GeoSoils, Inc. All reports are on file at City Hall. In these reports, site-specific conditions are evaluated, and recommendations are provided to address any pertinent issues. Potential geologic hazards analyzed include geologic, seismic, and fault rupture, liquefaction, landslide, groundwater, wave uprush, sea level rise, tsunami, and flood hazards. Based on review of the project plans and associated reports by the City coastal engineering consultant reviewer, City Environmental Health Administrator, and the City geotechnical consultant reviewers, these specialists determined that adverse impacts to the project site related to the proposed development as designed and conditioned are not expected.

With respect to the bluff edge setback, LIP Section 10.4(D) includes a provision to allow a reduction in the bluff setback from 100 feet to a minimum of 50 feet from the bluff edge to the structure if the City geotechnical reviewers determine the required factors of safety are met. The City geotechnical consultant reviewers determined the proposed geotechnical setback line, which is set back 50 feet from the geological top of slope, meets the requirements of LIP Section 10.4(D). All structural footings will be located landward of this line. Ancillary structures without footings, such as patios, walkways, and barbecues, may be located no closer than 15 feet from the bluff edge. The project, as conditioned, incorporates all recommendations contained in the above cited reports and conditions required by the City coastal engineering consultant reviewer, City Environmental Health Administrator and City geotechnical consultant reviewers, including foundations and drainage. The project will neither be subject to nor increase the instability of the site from geologic, flood, or fire hazards.

Fire Hazard
The entire City of Malibu is designated as a Very High Fire Hazard Severity Zone, a zone defined by a more destructive behavior of fire and a greater probability of flames and embers threatening buildings. The subject property is currently subject to wildfire hazards.

The scope of work proposed as part of this application is not expected to have an adverse impact on wildfire hazards. The proposed development may actually decrease the site’s susceptibility to wildfire through compliance with fuel modification requirements and the use of appropriate building materials will be utilized during construction.

The City is served by the LACFD, as well as the California Department of Forestry, if needed. In the event of major fires, the County has “mutual aid agreements” with cities and counties throughout the State so that additional personnel and firefighting equipment can augment the LACFD. Conditions of approval have been included in the resolution to 110

Page 20 of 24 ends

require compliance with all LACFD development standards. As such, the proposed project, as designed, constructed, and conditioned, will not be subject to nor increase the instability of the site or structural integrity involving wildfire hazards.

Finding 2. The project, as conditioned, will not have significant adverse impacts on site stability or structural integrity from geologic, flood or fire hazards due to required project modifications, landscaping or other conditions.

As stated in Finding 1, the proposed project, as designed, conditioned and approved by the applicable departments and agencies, will not have any significant adverse impacts on the site stability or structural integrity from geologic or flood hazards due to project modifications, landscaping or other conditions.

Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.

As previously stated in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative.

Finding 4. There are no alternatives to development that would avoid or substantially lessen impacts on site stability or structural integrity.

The Planning Division, City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator, and City geotechnical consultant reviewers analyzed the proposed development for the hazards listed in LIP Chapter 9. These specialists determined that the proposed project does not impact site stability or structural integrity.

Finding 5. Development in a specific location on the site may have adverse impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified Malibu LCP.

As discussed in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

H. Shoreline and Bluff Development (LIP Chapter 10)
In accordance with LIP Section 10.2, the requirements of LIP Chapter 10 are applicable to the project and the required findings are made as follows:

Finding 1. The project, as proposed, will have no significant adverse impacts on public access, shoreline sand supply or other resources due to project design, location on the site or other reasons.

The project site is located between PCH and the Pacific Ocean. City geotechnical consultant reviewers reviewed and approved submitted geotechnical reports prepared by 111

Page 21 of 24 ends

CalWest Geotechnical Consulting Engineers, dated June 30, 2022, May 12, 2023, November 6, 2023, July 23, 2024, and November 15, 2024, Land Phases, Inc. dated April 29, 2023, August 4, 2023, July 15, 2024, November 12, 2024, and GeoSoils, Inc. dated April 2, 2023 and July 29, 2024.

The project site is located on a coastal bluff in western Malibu. The project proposes a reduction of the bluff edge setback from 100 feet to 50 feet, pursuant to LIP Section

10.4(D). The proposed 50-foot bluff edge setback has been determined to be a sufficient distance to ensure that the proposed development will not be endangered or threatened by erosion or slope instability for a projected 100-year economic life of the structure. The project geotechnical consultant has evaluated gross static and pseudostatic slope stability for the site based on requirements of LIP Chapter 9.4 and the City of Malibu Geotechnical Guidelines (both 2002 and 2013) and evaluated bluff retreat rates in accordance with LIP Section 10.4 for the 100-year economic life of the project. The consultants projected a bluff retreat rate of two inches per year, or 16.7 feet, for the 100-year economic life of the development. The 100-year bluff retreat line, based on where the 1.5 geotechnical factor of safety line (static) is located, is 44.34 feet and the 100-year bluff retreat line, based on where the 1.1 geotechnical factor of safety line (seismic) is located, is 48.51 feet. The analysis included a projected sea level rise of 6.6 feet for the 100-year economic life of the development. While 4.9 feet of sea level rise at year 2100 is most applicable for development classified within an Intermediate-High Scenario (i.e., residential development with a medium-high risk aversion), as described in the updated 2024 CCC Sea Level Rise Policy, the use of 6.6 feet was included in the analysis. Note that 6.6 feet represents the projected sea level rise in year 2100 for the High Scenario, which is intended for uses with little to no adaptive capacity (e.g., new wastewater treatment plants, power stations, highways, or other critical infrastructure). The proposed project is solely for residential development and does not include critical infrastructure within the High Scenario.

The City geotechnical consultant reviewers determined that the development will not encroach into the 50-foot bluff-top setback and the proposed project is not expected to destabilize the structural integrity of the bluff or impact shoreline access along the beach at the rear (south) of the property.

As previously discussed in Section A, Finding 2, the proposed project is not anticipated to interfere with public access to the ocean. The proposed structures and related sub-surface construction activities maintain at least 50 feet from the bluff edge. Vertical public access between PCH and the beach is available at El Pescador State Beach less than 200 feet east of the project site, La Piedra State Beach located approximately 1,600 feet further to the east, and Robert M. Meyer Memorial State Beach approximately a mile to the east. No development is proposed or required on the bluff or beach, and the project will not affect the shoreline sand supply or other shoreline resources such as existing or planned public access along the shoreline as the proposed development is setback from the bluff above and the structure has a finished floor elevation of 126 feet above sea level. The proposed development complies with the reduced 50-foot setback from the coastal bluff edge as the 112

Page 22 of 24 ends

static factor of safety is greater than 1.5. Therefore, the proposed project will not have significant adverse impacts on public access, shoreline sand supply or other resources due to project design, location on the site or other reasons.

Finding 2. The project, as conditioned, will not have significant adverse impacts on public access, shoreline sand supply or other resources due to required project modifications or other conditions.

As discussed in Finding 1, the proposed project, as designed and conditioned and approved by the City coastal engineering consultant reviewers and the City geotechnical consultant reviewers, will not have any significant adverse impacts on public access or shoreline sand supply or other resources.

Finding 3. The project, as proposed or as conditioned, is the least environmentally damaging alternative.

As discussed in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative.

Finding 4. There are no alternatives to the proposed development that would avoid or substantially lessen impacts on public access, shoreline sand supply or other resources.

As previously discussed in Section A and Finding 1 above, the proposed project, as designed and conditioned, will not have any significant adverse impacts on existing or planned public access or shoreline sand supply or other resources.

Finding 5. In addition, if the development includes a shoreline protective device, that it is designed or conditioned to be sited as far landward as feasible, to eliminate or mitigate to the maximum extent feasible adverse impacts on local shoreline sand supply and public access, there are no alternatives that would avoid or lessen impacts on shoreline sand supply, public access or coastal resources and is the least environmentally damaging alternative.

The project does not include a shoreline protective device; therefore, this finding does not apply.

I. Public Access (LIP Chapter 12)
LIP Section 12.4 requires public access for lateral, bluff-top, and vertical access near the ocean, trails, and recreational access for the following cases:

A. New development on any parcel or location specifically identified in the Land Use Plan or in the LCP zoning districts as appropriate for or containing a historically used or suitable public access trail or pathway.
113

Page 23 of 24 ends

B. New development between the nearest public roadway and the sea.

C. New development on any site where there is substantial evidence of a public right of access to or along the sea or public tidelands, a blufftop trail or an inland trail acquired through use or a public right of access through legislative authorization.

D. New development on any site where a trail, bluff top access or other recreational access is necessary to mitigate impacts of the development on public access where there is no feasible, less environmentally damaging, project alternative that would avoid impacts to public access.

No official LCP trail is mapped on the subject property. Lateral public beach access exists along the State of California’s “wet sand right of way” which allows public use of lands seaward of the MHTL and provides public access along and parallel to the sea and shoreline. Moreover, vertical public access between PCH and the beach is available at El Pescador State Beach less than 200 feet east of the project site, La Piedra State Beach located approximately 1,600 feet further to the east, and Robert M. Meyer Memorial State Beach approximately a mile to the east. The proposed project would not impede the ability of the public to reach and use public tidelands and coastal resources in the vicinity of the project site and therefore, no condition for lateral access has been required. Additionally, blufftop, trail, and recreational access are not applicable given the subject property’s location.

Furthermore, the subject property and project do not meet any of the criteria described above in that no trails are identified on the LCP Park Lands Map on or adjacent to the property. Therefore, the requirement for public access of LIP Section 12.4 does not apply and further findings are not required.

J. Land Division (LIP Chapter 15)
This project does not include a land division. Therefore, the findings of LIP Chapter 15 are not applicable.

ENVIRONMENTAL REVIEW: Pursuant to the authority and criteria contained in CEQA, the Community Development Director has analyzed the proposed project. The Community Development Director found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment.

Therefore, the proposed project is categorically exempt from the provisions of CEQA pursuant to Sections 15303(a) and (e) - New Construction. The Community Development Director has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

CORRESPONDENCE: As previously discussed, staff received public correspondence from the neighbor immediately north of the project site, who expressed concerns about the obstruction of private bluewater views. Because the project proposes a height of 18 feet, discretion is not required to assess the obstruction of scenically impressive views. In 114

Page 24 of 24 ends

addition, through the various continuations of this project, staff received public correspondence all of which has been included as Attachment 5. As of drafting of this agenda report, staff received a letter of support in favor of the project (also included in Attachment 5).

PUBLIC NOTICE: On February 5, 2026, staff published a Notice of Public Hearing in a newspaper of general circulation within the City of Malibu and mailed the notice to all property owners and occupants within a 500-foot radius of the subject property (Attachment 8).

SUMMARY: The required findings can be made that the proposed project complies with the LCP and MMC. Further, the Planning Division’s findings of fact are supported by substantial evidence in the record. Based on the analysis contained in this report and the accompanying resolution, staff recommends approval of this project, subject to the conditions of approval contained in Section 5 (Conditions of Approval) of Planning Commission Resolution No. 26-10. The proposed project has been reviewed and conditionally approved for conformance with the LCP by Planning Division staff and appropriate City and County departments.

ATTACHMENTS:

1. Planning Commission Resolution No. 26-10

2. Project Plans

3. Story Pole Photos

4. Department Review Sheets

5. Public Correspondence

6. Ford Biological Consultant Letter

7. Drone Exhibit

8. Public Hearing Notice
115

CITY OF MALIBU PLANNING COMMISSION
RESOLUTION NO. 26-10

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

MALIBU DETERMINING THE PROJECT IS CATEGORICALLY EXEMPT

FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND
APPROVING COASTAL DEVELOPMENT PERMIT NO. 23-034 FOR THE CONSTRUCTION OF A NEW TWO-STORY, 18-FOOT HIGH, 4,856 SQUARE FOOT SINGLE-FAMILY RESIDENCE, INCLUDING A 791 SQUARE FOOT ATTACHED GARAGE AND AN 824 SQUARE FOOT SECOND-STORY

SECOND UNIT, LANDSCAPING, HARDSCAPE, GRADING, FIRE

DEPARTMENT TURNAROUND AREA, VEHICULAR ACCESS GATE, AND

THE INSTALLATION OF A NEW ONSITE WASTEWATER TREATMENT
SYSTEM; INCLUDING MINOR MODIFICATION NO. 25-009 FOR UP TO A 50 PERCENT REDUCTION OF THE FRONT YARD SETBACK LOCATED IN THE RURAL RESIDENTIAL, TWO-ACRE ZONING DISTRICT AT 33008 PACIFIC COAST HIGHWAY (BLUFF TOP 1 LLC)
The Planning Commission of the City of Malibu does hereby find, order and resolve as follows:

SECTION 1. Recitals.

A. On May 17, 2023, an application for Coastal Development Permit (CDP) No. 23- 034 and Code Violation (CV) No. 23-047 was submitted to the Planning Division by applicant, Schmitz and Associates, Inc., on behalf of the owner, Bluff Top 1 LLC. The application was routed to the City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator, City geotechnical consultant, Public Works Department, Los Angeles County Fire Department (LACFD) and Los Angeles County Waterworks District No. 29 (WD29) reviewers for review.

B. On April 29, 2025, a Notice of Coastal Development Permit Application was posted on the subject property.

C. On August 15, 2025, story poles representing the location and height of the proposed addition to the detached garage were installed.

D. On August 29, 2025, Planning Division staff conducted a site visit to document site conditions, the property and surrounding area and to determine potential visual impacts of the proposed project on any scenic area, scenic road, or public viewing area.

E. On September 9, 2025, Planning Division staff deemed the application complete.

F. On September 25, 2025, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

G. On October 1, 2025, an amended agenda was published for the October 6, 2025 Regular Planning Commission meeting and the item was removed from the agenda.

H. On October 9, 2025, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

ATTACHMENT 1
DRAFT 116
Resolution No. 26-10

Page 2 of 22 ends

______________________
I. On October 20, 2025, the Planning Commission continued the project to the November 3, 2025 Regular Planning Commission meeting prior to opening the public hearing.

J. On November 3, 2025, the Planning Commission continued the project to the December 1, 2025 Regular Planning Commission meeting prior to opening the public hearing.

K. On December 1, 2025, the Planning Commission continued the project to a date uncertain prior to opening the public hearing.

L. On February 5, 2026, a Notice of Planning Commission Public Hearing was published in a newspaper of general circulation within the City of Malibu and was mailed to all property owners and occupants within a 500-foot radius of the subject property.

M. On February 17, 2026, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written reports, public testimony, and other information in the record.

SECTION 2. Environmental Review.

Pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the Planning Commission has analyzed the proposed project. The Planning Commission found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Sections 15303(a) and (e) – New Construction. The Planning Commission has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).

SECTION 3. Coastal Development Permit Findings.

Based on evidence contained within the record and pursuant to Local Implementation Plan (LIP) including Sections 13.7(B) and 13.9, the Planning Commission adopts the analysis in the agenda report, incorporated herein, the findings of fact below, and approves CDP No. 23-034 for construction of a new two-story, 18-foot high, 4,856 square foot single-family residence, including a 791 square foot attached garage and an 824 square foot second-story second unit, landscaping, hardscape, grading, fire department turnaround area, vehicular access gate, and the installation of a new onsite wastewater treatment system (OWTS); including Minor Modification (MM) No. 25-009 for up to a 50 percent reduction of the front yard setback located in the Rural Residential, Two-Acre (RR-2) zoning district at 33008 Pacific Coast Highway (PCH).

The project is consistent with the Local Coastal Program’s (LCP’s) zoning, grading, cultural resources, water quality, and wastewater treatment system standards requirements. The project, as conditioned, has been determined to be consistent with all applicable LCP codes, standards, goals, and policies. The required findings are made herein.

A. General Coastal Development Permit (LIP Chapter 13)

1. The Planning Division, City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator, City geotechnical consultant reviewers, DRAFT 117
Resolution No. 26-10

Page 3 of 22 ends

______________________
LACFD and WD29 reviewed the project for conformance with the LCP. The proposed singlefamily residence is consistent with the property’s RR-2 residential zoning district, a zone designated for residential uses. As discussed herein, based on submitted reports, project plans, visual analysis and site investigation, the proposed project, as conditioned, conforms to the LCP in that it meets all applicable non-beachfront residential development standards.

2. The project is located between the first public road and the sea. However, the project will not adversely affect public access or recreation because due to the orientation of the project site atop a coastal bluff and existing public access between PCH and the beach in the vicinity. As shown on the LCP Park Lands Map, vertical access between PCH and the beach and lateral access along the beach is available at El Pescador State Beach less than 200 feet east of the project site, La Piedra State Beach located approximately 1,600 feet further to the east, and Robert M. Meyer Memorial State Beach approximately a mile to the east. An existing single-family residence is located between the subject property and El Pescador State Beach to the east and all proposed development is located atop a coastal bluff and setback from the bluff edge. No development is proposed or required on the bluff or beach. As adequate public access exists nearby and no proposed development would adversely affect existing or planned public access in the vicinity or along the shoreline, the project conforms to the public access and recreation policies of the Coastal Act.

3. There is no evidence that an alternative project would substantially lessen any potential significant adverse impacts of the development on the environment. The proposed project consists of the construction of a new single-family residence and associated development consistent with the RR-2 land use and zoning designations. Adjacent properties are currently developed with similar single-family residences. The City Biologist, City Coastal Engineering Consultant Reviewers, City Environmental Health Administrator, and City Geotechnical Consultant Reviewers reviewed the project, and these specialists found the project to meet the nonbeachfront residential development policies of the LCP and MMC. The project proposes a reduction of the bluff edge setback from 100 feet to 50 feet, pursuant to LIP Section 10.4(D) for the proposed residence. The proposed 50-foot bluff edge setback has been determined to be a sufficient distance to ensure that proposed development will not be endangered or threatened by erosion or slope instability for a projected 100-year economic life of the structure. Additional details related to project’s consistency with LIP Section 10.4(D) are discussed in the LIP Chapter 10 findings. The proposed project, as conditioned, will comply with all applicable requirements of State and local law.

The residence could be relocated elsewhere on the project site and/or be reduced in size. However, the soils testing conducted on site determined the OWTS and associated dispersal fields would be best sited in the proposed locations for optimal percolation. Moreover, because LACFD required a turnaround area to be provided onsite, the available development area was further reduced. The residence could be redesigned to a two-story configuration above 18 feet in height, which could avoid the need for the MM or increase the bluff edge setback. However, given the orientation of existing homes in the area, development above 18 feet in height would likely obstruct more private bluewater views from surrounding residences and be more visible from the beach southeast of the subject property. As designed, the proposed project complies with the requirements of the LCP.

The proposed project has been determined not to result in adverse biological, scenic or visual resource impacts, and is the least environmentally damaging feasible alternative.

DRAFT 118
Resolution No. 26-10

Page 4 of 22 ends

______________________
B. Minor Modification - Reduction in the Front Yard Setback (LIP Section 13.27)

1. The project, with the inclusion of the requested MM, as designed and conditioned, conforms to all applicable LCP policies and provisions. A reduction in the front yard setback is requested to maintain an 18-foot height limit for the proposed residence consistent with LIP Section 3.6 non-beachfront residential development standards, and ensure the structure footprint complies with the minimum 50-foot bluff edge setback pursuant to LIP Section 10.4(D).

2. Story poles were placed on the project site to demonstrate the project’s potential for public view impacts to the surrounding area including PCH and the beach. The project’s height and bulk will not adversely affect neighborhood character as viewed from public viewing areas due to the existing pattern of residential development adjacent to and in the vicinity of the RR-2 neighborhood. The neighborhood is developed with single-family residences of varying size and height and is characterized by a mix of one and two-story homes. The project proposed has less TDSF and impermeable coverage than is otherwise allowed, and does not exceed 18 feet in height.

3. The project will comply with all applicable requirements of state and local law and is conditioned to comply with any relevant approvals, permits, and licenses from the City of Malibu. The project has been reviewed and conditionally approved by the City Biologist, City geotechnical consultant reviewers, City Public Works Department, City Environmental Health Administrator, and the LACFD and it meets the City’s residential development policies. The proposed project will comply with their respective standards through conditions of approval. The project must also be approved by WD29 and the City Community Development Department, prior to issuance of City building permits.

C. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6)

1. The proposed project includes the development of a single-family residence and associated development. Staff analyzed the project’s visual impact from public viewing areas through site reconnaissance and architectural plans and an investigation of the neighborhood.

Based on a staff site visit after story poles were installed, it was determined the proposed development is not expected to have significant adverse scenic or visual impacts. No existing public bluewater views are present from PCH and when viewing the proposed project against the backdrop of the existing landscaping and bluff development from nearby public viewing areas, no significant public views of the Pacific Ocean are adversely affected. As designed, the proposed residence does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. Therefore, the project, as proposed, will not have significant adverse scenic or visual impacts due to project design, location or other reasons.

Standard conditions of approval have been included for colors, materials, and lighting.

2. The project as conditioned will not have significant adverse scenic or visual impacts. The project has been conditioned to include limitations on exterior lighting and colors of exterior finishes used to prevent any visual impacts to scenic areas.

3. The project, as designed and conditioned, is the least environmentally damaging alternative.

4. The project, as designed and conditioned, is not expected to adversely affect scenic and visual resources and no feasible alternatives would avoid or substantially lessen any significant DRAFT 119
Resolution No. 26-10

Page 5 of 22 ends

______________________
adverse impacts on scenic and visual resources. As designed, the proposed residence does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. A MM is requested to further reduce the required 47-foot front yard setback to the north (PCH side) by 37 percent to ensure the proposed structure can maintain 18 feet in height and a minimum 50-foot setback to the bluff edge.

5. The subject property is visible from nearby public beaches; however, the proposed project does not exceed 18 feet, proposes less TDSF than is otherwise allowed, and maintains a minimum 50-foot setback from the bluff edge. A MM is requested to further reduce the required 47-foot front yard setback to the north (PCH side) by 37 percent to ensure the proposed structure can maintain 18 feet in height and a minimum 50-foot setback to the bluff edge. No development is proposed or required on the bluff or beach. Therefore, the proposed development, as designed, is sited to eliminate, minimize or otherwise contribute to conformance to sensitive resources.

D. Hazards (LIP Chapter 9)

1. Evidence in the record demonstrates that the project will neither be subject to nor increase the instability of the site from geologic, flood, or fire hazards. LIP Section 10.4.(D) includes a provision to allow a reduction in the setback from the bluff edge from 100 feet to a minimum of 50 feet from the bluff edge to structures if the City geotechnical reviewers determine the required factors of safety are met. The City geotechnical consultant reviewers determined the proposed geotechnical setback line, which is set back 50 feet from the geological top of slope, meets the requirements of LIP Section 10.4(D). All structural footings will be located landward of this line. Ancillary structures without footings, such as patios, walkways, and barbecues, may be located no closer than 15 feet from the bluff edge. The project, as conditioned, incorporates all recommendations contained in the above cited reports and conditions required by the City coastal engineering consultant reviewer, City Environmental Health Administrator and City geotechnical consultant reviewers, including foundations and drainage. The project will neither be subject to nor increase the instability of the site from geologic, flood, or fire hazards

2. As discussed in Finding 1, the proposed project, as designed, conditioned and approved by the applicable departments and agencies, will not have any significant adverse impacts on the site stability or structural integrity from geologic or flood hazards due to project modifications and other conditions.

3. The project, as designed and conditioned, is the least environmentally damaging alternative.

4. The Planning Division, City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator, and City geotechnical consultant reviewers analyzed the proposed development for the hazards listed in LIP Chapter 9. These specialists determined that the proposed project does not impact site stability or structural integrity.

5. As previously discussed in Section A, the proposed project, as designed and conditioned, is the least environmentally damaging alternative and no adverse impacts to sensitive resources are anticipated.

DRAFT 120
Resolution No. 26-10

Page 6 of 22 ends

______________________
E. Shoreline and Bluff Development (LIP Chapter 10)

1. As previously discussed in Section A, Finding 2, the proposed project is not anticipated to interfere with public access to the ocean. The project site is located on a coastal bluff in western Malibu. The project proposes a reduction of the bluff edge setback from 100 feet to 50 feet, pursuant to LIP Section 10.4(D). The proposed 50-foot bluff edge setback has been determined to be a sufficient distance to ensure that the proposed development will not be endangered or threatened by erosion or slope instability for a projected 100-year economic life of the structure. The project geotechnical consultant has evaluated gross static and pseudostatic slope stability for the site based on requirements of LIP Chapter 9.4 and the City of Malibu Geotechnical Guidelines (both 2002 and 2013) and evaluated bluff retreat rates in accordance with LIP Section

10.4 for the 100-year economic life of the project. The consultants projected a bluff retreat rate of two inches per year, or 16.7 feet, for the 100- year economic life of the development. The 100- year bluff retreat line, based on where the 1.5 geotechnical factor of safety line (static) is located, is 44.34 feet and the 100-year bluff retreat line, based on where the 1.1 geotechnical factor of safety line (seismic) is located, is 48.51 feet. The analysis included a projected sea level rise of 6.6 feet for the 100-year economic life of the development. While 4.9 feet of sea level rise at year 2100 is most applicable for development classified within an Intermediate-High Scenario (i.e., residential development with a medium-high risk aversion), as described in the updated 2024 CCC Sea Level Rise Policy, the use of 6.6 feet was included in the analysis. Note that 6.6 feet represents the projected sea level rise in year 2100 for the High Scenario, which is intended for uses with little to no adaptive capacity (e.g., new wastewater treatment plants, power stations, highways, or other critical infrastructure). The proposed project is solely for residential development and does not include critical infrastructure within the High Scenario.

2. As discussed in Finding 1, the proposed project, as designed and conditioned and approved by the City coastal engineering consultant reviewers and the City geotechnical consultant reviewers, will not have any significant adverse impacts on public access or shoreline sand supply or other resources.

DRAFT 121
Resolution No. 26-10

Page 7 of 22 ends

______________________

3. The project, as designed and conditioned, is the least environmentally damaging alternative.

4. As previously discussed in Section A and Finding 1 above, the proposed project, as designed and conditioned, will not have any significant adverse impacts on existing or planned public access or shoreline sand supply or other resources.

SECTION 4. Planning Commission Action.

Based on the foregoing findings and evidence contained within the record, the Planning Commission hereby approves CDP No. 23-034 and MM No. 25-009, subject to the following conditions.

SECTION 5. Conditions of Approval.

1. The property owners, and their successors in interest, shall indemnify and defend the City of Malibu and its officers, employees and agents from and against all liability and costs relating to the City's actions concerning this project, including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City's actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City’s expenses incurred in its defense of any lawsuit challenging the City’s actions concerning this project.

2. Approval of this application is to allow for the project described herein. The scope of work approved includes:
a. Construction of a 4,856 square foot, two-story, single-family residence, 18 feet in height, including a 791 square foot attached garage; b. 824 square foot, second unit above the garage;
c. Construction of outdoor decks;
d. Installation of new landscaping and hardscape;
e. Grading;
f. Construction of a new OWTS;
g. Vehicular access gate; and
h. Fire department turnaround area.
i. Discretionary Request:
a. MM No. 25-009 for up to a 50 percent reduction of the front yard setback (approximately 37 percent proposed).

3. Except as specifically changed by conditions of approval, the proposed development shall be constructed in substantial conformance with the approved scope of work, as described in Condition No. 2 and depicted on plans on file with the Planning Division date stamped November 12, 2025. The proposed development shall further comply with all conditions of approval stipulated in this resolution and Department Review Sheets attached hereto. In the event project plans conflict with any condition of approval, the condition shall take precedence.

DRAFT 122
Resolution No. 26-10

Page 8 of 22 ends

______________________

4. Pursuant to LIP Section 13.18.2, this permit and rights conferred in this approval shall not be effective until the property owner signs and returns the Acceptance of Conditions Affidavit accepting the conditions set forth herein. The applicant shall file this form with the Planning Division within 10 days of this decision and/or prior to issuance of any development permits.

5. The applicant shall digitally submit a complete set of plans to the Planning Division for consistency review and approval prior to plan check and again prior to the issuance of any building or development permits.

6. This CDP shall expire if the project has not commenced within three (3) years after issuance of the permit. Extension of the permit may be granted by the approving authority for due cause. Extensions shall be requested in writing by the applicant or authorized agent prior to expiration of the three-year period and shall set forth the reasons for the request.

In the event of an appeal, the CDP shall expire if the project has not commenced within three years from the date the appeal is decided by the decision-making body or withdrawn by the appellant.

7. Any questions of intent or interpretation of any condition of approval will be resolved by the Community Development Director upon written request of such interpretation.

8. All development shall conform to requirements of the City Biologist, City coastal engineering consultant reviewer, City Environmental Health Administrator, City geotechnical consultant reviewers, City Public Works Department, WD29 and LACFD, as applicable. Notwithstanding this review, all required permits shall be secured.

9. Minor changes to the approved plans or the conditions of approval may be approved by the Community Development Director, provided such changes achieve substantially the same results and the project is still in compliance with the Malibu Municipal Code (MMC) and the LCP. Revised plans reflecting the minor changes and additional fees shall be required.

10. Pursuant to LIP Section 13.20, development pursuant to an approved CDP shall not commence until the CDP is effective. The CDP is not effective until all appeals, including those to the California Coastal Commission (CCC), have been exhausted. In the event that the CCC denies the permit or issues the permit on appeal, the CDP approved by the City is void.

11. The property owner must submit payment for all outstanding fees payable to the City prior to issuance of any building permit, including grading or demolition.

Cultural Resources

12. Prior to beginning any earthmoving activities, all construction personnel must be informed about the potential for discovery of archeological resources and/or human remains, and the appropriate measures to be taken should such resources be uncovered.

DRAFT 123
Resolution No. 26-10

Page 9 of 22 ends

______________________

13. A qualified archaeologist shall be present onsite during all earthmoving activities and shall remain present onsite to monitor until he or she determines that it would be unlikely for further work to encounter cultural resources. Should the presence of important archaeological cultural resources be found, a Phase II Evaluation and Phase III Mitigation Program shall be conducted by a qualified archaeologist. The Community Development Director shall review and approve all design/work plans for Phase III Mitigation Programs and reports which detail the evaluative techniques and results.

14. Prior to final Planning Division approval of construction plans, the applicant shall submit evidence of a signed contract with a qualified archaeologist, meeting the Secretary of the Interior’s Professional Qualification Standards, to provide archaeological monitoring and reporting services during earthmoving activities. The contract shall include provisions for on-call monitoring, discovery procedures, and reporting consistent with applicable City and State requirements. Verification of the executed contract shall be reviewed and approved by the Planning Division prior to issuance of any grading or building permit.

15. A final report shall be prepared by the monitoring archaeologist and submitted to the Planning Division prior to the Planning final inspection of the completed project.

16. In the event that potentially important cultural resources are found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Community Development Director can review this information. Thereafter, the procedures contained in LIP Chapter 11 and those in MMC Section 17.54.040(D)(4)(b) shall be followed.

17. If human bone is discovered during geologic testing or during construction, work shall immediately cease and the procedures described in Section 7050.5 of the California Health and Safety Code shall be followed. Section 7050.5 requires notification of the coroner. If the coroner determines that the remains are those of a Native American, the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 of the California Public Resources Code shall be followed.

Lighting

18. Exterior lighting must comply with the Dark Sky Ordinance and shall be minimized, shielded, or concealed and restricted to low intensity features, so that no light source is directly visible from public view. Permitted lighting shall conform to the following standards:
a. Lighting for walkways shall be limited to fixtures that do not exceed two feet in height and are directed downward, and limited to 850 lumens (equivalent to a 60- watt incandescent bulb);
b. Security lighting controlled by motion detectors may be attached to the residence provided it is directed downward and is limited to 850 lumens; c. Driveway lighting shall be limited to the minimum lighting necessary for safe vehicular use. The lighting shall be limited to 850 lumens; DRAFT 124
Resolution No. 26-10

Page 10 of 22 ends

______________________
d. Lights at entrances as required by the Building Code shall be permitted provided that such lighting does not exceed 850 lumens;
e. Site perimeter lighting shall be prohibited; and
f. Outdoor decorative lighting for aesthetic purposes is prohibited.

19. Night lighting for sports courts or other private recreational facilities shall be prohibited.

20. No permanently installed lighting shall blink, flash, or be of unusually high intensity or brightness. Lighting levels on any nearby property from artificial light sources on the subject property(ies) shall not produce an illumination level greater than one foot-candle.

21. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded directed downward and inward so there is no offsite glare or lighting of natural habitat areas. Lighting of the shore or the beach in excess of one foot candle is prohibited.

22. String lights are allowed in occupied dining and entertainment areas only and must not exceed 3,000 Kelvin.

23. Motion sensor lights shall be programmed to extinguish ten minutes after activation.

24. No lighting can exceed 18 feet in height except as required by the California building code.

25. Three violations of the conditions by the same property owner will result in a requirement to permanently remove the outdoor light fixture(s) from the site.

Fencing and Walls

26. The applicant shall include an elevation of the proposed electronic driveway gate on the architectural plans that are submitted for building plan check. The gate and all fencing along the front property line shall comply with the regulations set forth in LIP Section 3.5.

27. The height of fences and walls shall comply with LIP Section 3.5.3(A). No retaining wall shall exceed six feet in height or 12 feet in height for a combination of two or more walls.

28. For the portion of front fencing and gates above 42 inches, the slats shall be no more than one inch in diameter.

Colors and Materials

29. The project is visible from scenic roads or public viewing areas, therefore, shall incorporate colors and exterior materials that are compatible with the surrounding landscape. a. Acceptable colors shall be limited to colors compatible with the surrounding environment (earth tones) including shades of green, brown and gray, with no white or light shades and no bright tones. Colors shall be reviewed and approved by the Community Development Director and clearly indicated on the building plans. b. The use of highly reflective materials shall be prohibited except for solar energy panels or cells, which shall be placed to minimize significant adverse impacts to public views to the maximum extent feasible.
c. All windows shall be comprised of non-glare glass.

DRAFT 125
Resolution No. 26-10

Page 11 of 22 ends

______________________

30. All driveways shall be a neutral color that blends with the surrounding landforms and vegetation. Retaining walls shall incorporate veneers, texturing and/or colors that blend with the surrounding earth materials or landscape. The color of driveways and retaining walls shall be reviewed and approved by the Community Development Director and clearly indicated on all grading, improvement and/or building plans.

Construction Conditions

31. Prior to the issuance of a building/demolition permit, an Affidavit and Certification to implement waste reduction and recycling shall be signed by the Owner or Contractor and submitted to the Environmental Sustainability Department. The Affidavit shall indicate the agreement of the applicant to divert at least 65 percent (in accordance with CalGreen) of all construction waste from the landfill.

32. The applicant shall submit a copy of a Construction Management Plan to the Planning Division. The Construction Management Plan shall include a dedicated parking location for construction workers and storage of construction material. Prior to permit issuance, the Construction Management Plan must be acceptable to the Community Development Director and, if applicable, to the Building Official and Public Works Director.

33. A construction staging plan shall be reviewed and approved by the Building Official prior to final plan check approval.

34. Construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.m. and Saturdays from 8:00 a.m. to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays.

35. Construction management techniques, including minimizing the amount of equipment used simultaneously and increasing the distance between emission sources, shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition, construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property.

36. All new development, including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best Management Practices (BMPs) to control the volume, velocity and pollutant load of storm water runoff in compliance with all requirements contained in LIP Chapter 17, including:
a. Construction shall be phased to the extent feasible and practical to limit the amount of disturbed areas present at a given time.
b. Grading activities shall be planned during the southern California dry season (April through October).
c. During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods of rain in order to minimize surface water contamination.
d. Filter fences designed to intercept and detain sediment while decreasing the velocity of runoff shall be employed within the project site.

DRAFT 126
Resolution No. 26-10

Page 12 of 22 ends

______________________

37. When framing is complete, a site survey shall be prepared by a licensed civil engineer or architect that states the finished ground level elevation and the highest roof member elevation. Prior to the commencement of further construction activities, said document shall be submitted to the assigned Building Inspector and Planning Division for review and sign off on framing.

38. For the transportation of heavy construction equipment and/or material, which requires the use of oversized-transport vehicles on State highways, the applicant / property owner is required to obtain a transportation permit from the California Department of Transportation.

Biology/Landscaping

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

40. Prior to final Planning inspection or other final project sign off (as applicable), the applicant shall submit to the Community Development Director for review and approval a certificate of completion in accordance with MMC Chapter 17.53. 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 17.53.

41. Prior to a final plan check approval, the property owner /applicant must provide a landscape water use approval from the Los Angeles County Waterworks District No. 29.

42. Vegetation forming a view impermeable condition serving the same function as a fence or wall (also known as a hedge) located within the side or rear yard setback shall be maintained at or below a height of six feet. A hedge located within the front yard setback shall be maintained at or below a height of 42 inches. Three violations of this condition will result in a requirement to permanently remove the vegetation from the site.

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

44. Vegetation in excess of six feet in height shall not obstruct the primary view of existing residences located within a 1,000-foot radius at any given time (given consideration of its future growth).

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

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

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

DRAFT 127
Resolution No. 26-10

Page 13 of 22 ends

______________________

48. Any site preparation activities, including removal of vegetation, between February 1 and September 15 will require nesting bird surveys by a qualified biologist at least five days prior to 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 nesting bird surveys shall be submitted to the City within two business days of completing the surveys.

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

50. Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded directed downward and inward so there is no offsite glare or lighting of natural habitat areas. High intensity lighting of the shore is prohibited.

51. Necessary boundary fencing 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.

52. Except as permitted pursuant to the provisions in LUP policies 3.18 and 3.20, throughout the City of Malibu, development that involves the use of pesticides, including insecticides, herbicides, rodenticides or any other similar toxic chemical substances, shall be prohibited in cases where the application of such substances would have the potential to significantly degrade Environmentally Sensitive Habitat Areas or coastal water quality or harm wildlife.

Herbicides may be used for the eradication of invasive plant species or habitat restoration, but only if the use of non-chemical methods for prevention and management such as physical, mechanical, cultural, and biological controls are infeasible. Herbicides shall be restricted to the least toxic product and method, and to the maximum extent feasible, shall be biodegradable, derived from natural sources, and used for a limited time.

53. Plantings required for fuel modification, except for within irrigated Zone A nearest to approved residential structures, must be native, drought-tolerant species and shall blend with the existing natural vegetation and natural habitats on the site.

54. Grading and/or demolition shall be scheduled only during the dry season from April 1 – October 31. If it becomes necessary to conduct grading activities from November 1 – March 31, a comprehensive erosion control plan shall be submitted for approval prior to issuance of a grading permit and implemented prior to initiation of vegetation removal and/or grading activities.

55. The use of wood chips and shredded rubber is prohibited anywhere on the site. Flammable mulch material, including shredded bark, pine needles, and artificial turf, are prohibited between zero and five feet of a structure. Non-continuous use of flammable mulch (excluding wood chips and shredded rubber) is allowed between 5 and 30 feet from the eave/overhang of a structure with limited application areas. Any mulch materials (excluding wood chips and shredded rubber) are allowed 30 feet or more from a structure with no limitation on application area.

DRAFT 128
Resolution No. 26-10

Page 14 of 22 ends

______________________
Fuel Modification

56. Prior to the issuance of final building permits, the project shall receive LACFD approval of a Final Fuel Modification Plan.

Environmental Health

57. All final project plans shall be submitted for Environmental Health review and approval.

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

58. Reference Plans: Reference architectural and grading/drainage plans shall be submitted to Environmental Health during building plan check review of the proposed OWTS.

Approvable building plans will show a new single-family residence with no more than 2 bedrooms and 41 drainage fixture units and a second unit with no more than 1 bedroom and 10 drainage fixture units.

59. Final OWTS Plot Plan: Prior to final Environmental Health approval, a final OWTS plot plan prepared by a City Registered OWTS Designer shall be submitted showing an OWTS design meeting the minimum requirements of the MMC and the LCP, including 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 and must fit onto an 11-inch by 17-inch sheet leaving a five-inch margin clear to provide space for a City applied legend. If the scale of the plans is such that more space is needed to clearly show construction details and/or all necessary setbacks, larger sheets may also be provided (up to a maximum size of 18-inches by 22- inches).

60. Final OWTS Design Report, Plans, and System Specifications: If the OWTS design and/or bedroom/drainage fixture unit counts are modified in any way subsequent to the Planningstage review, then 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 (i.e., alarm system, pumps, timers, flow equalization devices, backflow devices, etc.) proposed for use in the construction of the proposed OWTS. For all OWTS, final reports must be signed by a City registered OWTS Designer, and the plans stamped by a California Geologist. The final OWTS design report and construction drawings shall be submitted to the City Environmental Health Administrator with the designer’s wet signature, professional registration number and stamp (if applicable).

61. The final design report 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, and shall be supported by calculations relating the treatment capacity to the number of bedroom equivalents, plumbing drainage fixture equivalents, 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; DRAFT 129
Resolution No. 26-10

Page 15 of 22 ends

______________________
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 conceptual design for custom engineered systems;
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 and gallons per square foot per day. 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 gallons per day). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units and building occupancy characteristics; and
e. All final design drawings shall be submitted with the wet signature and typed name of the OWTS designer. If the scale of the plan is such that more space is needed to clearly show construction details, larger sheets may also be provided (up to a maximum size of 18 inch by 22 inch, for review by Environmental Health). Note:

For OWTS final designs, full-size plans are required for review by the Building Safety Division and/or the Planning Division.

62. 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.

63. Prior to final Environmental Health approval, the construction plans for all structures and/or buildings with reduced setbacks must be approved by the City Building Safety Division. The architectural and/or structural plans submitted to Building and Safety plan check must detail methods of construction that will compensate for the reduction in setback (e.g., waterproofing, concrete additives, etc.). For complex waterproofing installations, submittal of a separate waterproofing plan may be required. The architectural/structural/ waterproofing 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).

64. Proof of Ownership: Proof of ownership of subject property shall be submitted to the City Environmental Health Administrator.

65. Operations and 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 OWTS.

DRAFT 130
Resolution No. 26-10

Page 16 of 22 ends

______________________

66. Maintenance Contract: A maintenance contract executed between the owner of the subject property and an entity qualified in the opinion of the City of Malibu to maintain the proposed onsite wastewater disposal system after construction shall be submitted. Note only original “wet signature” documents are acceptable.

67. Advanced OWTS Covenant: Prior to final Environmental Health approval, 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 Office of the Los Angeles County Recorder. Said covenant shall serve as constructive notice to any future purchaser for value that the onsite wastewater treatment system serving subject property is an advanced method of sewage disposal pursuant to the City of MMC. Said covenant shall be provided by the City of Malibu Environmental Health Administrator.

68. Project Geologist/Geotechnical Consultant Approval: Project Geologist/Geotechnical Consultant final approval of the OWTS plan shall be submitted to the Environmental Health Administrator.

69. City of Malibu Geologist/Geotechnical Approval: City of Malibu geotechnical consultant reviewer’s final approval of the OWTS plan shall be submitted to the Environmental Health Administrator.

70. 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.

71. City of Malibu Planning Approval: City of Malibu Planning Division final approval of the OWTS plan shall be obtained.

72. Environmental Health Final Review Fee: A final fee in accordance with the adopted fee schedule at the time of the final approval shall be paid to the City of Malibu for Environmental Health review of the OWTS design and system specification.

73. Operating Permit Application and Fee: In accordance with MMC, an application shall be made to the Environmental Health office for an OWTS 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.

Geology

74. All recommendations of the consulting certified engineer geologist or geotechnical engineer and/or the City geotechnical staff shall be incorporated into all final design and construction including foundations, grading, sewage disposal, and drainage. Final plans shall be reviewed and approved by the City geotechnical staff prior to the issuance of a grading permit.

75. Final plans approved by the City geotechnical staff shall be in substantial conformance with the approved CDP relative to construction, grading, sewage disposal and drainage.

Any substantial changes may require a CDP amendment or a new CDP.

DRAFT 131
Resolution No. 26-10

Page 17 of 22 ends

______________________
Grading/Drainage/Hydrology (Public Works)

76. Clearing and grading during the rainy season (extending from November 1 to March 31) shall be prohibited for development that:
a. Is located within or adjacent to ESHA, or
b. Includes grading on slopes greater than 4 to 1.

Approved grading for development that is located within or adjacent to ESHA or on slopes greater than 4 to 1 shall not be undertaken unless there is sufficient time to complete grading operations before the rainy season. If grading operations are not completed before the rainy season begins, grading shall be halted and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 31, unless the City determines that completion of grading would be more protective of resources.

77. Exported soil from a site shall be taken to the Los Angeles County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with LIP Section 8.3.

78. A grading and drainage plan containing the following information shall be approved, and submitted to the Public Works Department, prior to the issuance of grading permits for the project:
a. Public Works Department general notes;
b. The existing and proposed square footage of impervious coverage on the property shall be shown on the grading plan (including separate areas for buildings, driveways, walkways, parking, tennis courts and pool decks); c. The limits of land to be disturbed during project development shall be delineated and a total area shall be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading, areas disturbed for the installation of the septic system, and areas disturbed for the installation of the detention system shall be included within the area delineated;
d. The limits to land to be disturbed during project development shall be delineated and a total area of disturbance should be shown on this plan. Areas disturbed by grading equipment beyond the limits of grading shall be included within the area delineated;
e. If the property contains rare, endangered or special status species as identified in the Biological Assessment, this plan shall contain a prominent note identifying the areas to be protected (to be left undisturbed). Fencing of these areas shall be delineated on this plan is required by the City Biologist; f. The grading limits shall include the temporary cuts made for retaining walls, buttresses and over excavations for fill slopes; and
g. Private storm drain systems shall be shown on this plan. Systems greater than 12 inch in diameter shall also have a plan and profile for the system included with this plan.

79. A digital drawing (AutoCAD) of the project’s private storm drain system, public storm drain system within 250 feet of the property limits, and post-construction BMPs shall be submitted to the Public Works Department prior to the issuance of grading or building permits. The digital drawing shall adequately show all storm drain lines, inlets, outlets, post-construction BMPs and other applicable facilities. The digital drawing shall also show the subject property, public or private street, and any drainage easements.

DRAFT 132
Resolution No. 26-10

Page 18 of 22 ends

______________________

80. The ocean between Latigo Point and the west City limits has been established by the State Water Resources Control Board as an Area of Special Biological Significance (ASBS) as part of the California Ocean Plan. This designation prohibits the discharge of any waste, including stormwater runoff, directly into the ASBS. The applicant shall provide a drainage system that accomplishes the following:
a. Installation of BMPs that are designed to treat the potential pollutants in the stormwater runoff so that it does not alter the natural ocean water quality. These pollutants include trash, oil and grease, metals, bacteria, nutrients, pesticides, herbicides and sediment.
b. Prohibits the discharge of trash.
c. Only discharges from existing storm drain outfalls are allowed. No new outfalls will be allowed. Any proposed or new storm water discharged shall be routed to existing storm drain outfalls and shall not result in any new contribution of waste to the ASBS (i.e., no additional pollutant loading).
d. Elimination of non-storm water discharges.

81. A Storm Water Management Plan (SWMP) shall be submitted for review and approval of the Public Works Director. The SWMP shall be prepared in accordance with the LIP Section 17.3.2 and all other applicable ordinances and regulations. The SWMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the pre-development and post-development drainage of the site.

The SWMP shall identify the site design and source control BMPs that have been implemented in the design of the project. The SWMP shall be reviewed and approved by the Public Works Department prior to the issuance of the grading or building permit for this project.

82. A Local Storm Water Pollution Prevention Plan (LSWPPP) shall be provided prior to issuance of grading/building permits. This plan shall include an Erosion and Sediment Control Plan (ESCP) that includes, but is not limited to:

Erosion Controls Scheduling Erosion Controls Scheduling Preservation of Existing Vegetation
Sediment Controls
Silt Fence
Sand Bag Barrier
Stabilized Construction Entrance
Non-Storm Water Management Water Conservation Practices Dewatering Operations
Waste Management Material Delivery and Storage
Stockpile Management
Spill Prevention and Control
Solid Waste Management
Concrete Waste Management
Sanitary/Septic Waste Management
All Best Management Practices (BMP) shall be in accordance with the latest version of the California Stormwater Quality Association BMP Handbook. Designated areas for the DRAFT 133
Resolution No. 26-10

Page 19 of 22 ends

______________________
storage of construction materials, solid waste management, and portable toilets must not disrupt drainage patterns or subject the material to erosion by site runoff.

83. A Water Quality Mitigation Plan (WQMP) shall be submitted for review and approval of the Public Works Director. The WQMP shall be supported by a hydrology and hydraulic study that identifies all areas contributory to the property and an analysis of the predevelopment and post development drainage on the site. The QQMP shall meet all the requirements of the City’s current Municipal Separate Stormwater Sewer System (MS4) permit. The following elements shall be included within the WQMP:
a. Site Design Best Management Practices (BMPs):
b. Source Control BMPs;
c. Treatment Control BMPs that retain on-site Stormwater Quality Design Volume (SWQDv). Or where it is technically infeasible to retain on-site, the project must biofiltrate 1.5 times the SWQDv that is not retained on-site; d. Drainage improvements;
e. A plan for the maintenance and monitoring of the proposed treatment BMPs for the expected life of the structure;
f. Methods of onsite percolation, site re-vegetation and an analysis for off-site project impacts;
g. Measures to treat and infiltrate runoff from impervious areas; h. A copy of the WQMP shall be filed against the property to provide constructive notice to future property owners of their obligation to maintain the water quality measure installed during construction prior to the issuance of grading or building permits; and
i. The WQMP shall be submitted to the Public Works Department and the fee applicable at the time of submittal for review of the WQMP shall be paid prior to the start of the technical review. The WQMP shall be approved prior the Public Works Department’s approval of the grading and drainage plan and/or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP’s, make any revisions to the WQMP, and resubmit to the Public Works Department for approval. The original signed and notarized document shall be recorded with the Office of the Los Angeles County Recorder. A certified copy of the WQMP shall be submitted to the Public Works Department prior to the issuance of the certificate of occupancy.

84. The developer’s consulting engineer shall sign the final plans prior to the issuance of permits.

Noise

85. Onsite noise, including that which emanates from swimming pool and air conditioning equipment, shall be limited as desc
DRAFT
ribed in MMC Chapter 8.24 (Noise).
134
Resolution No. 26-10

Page 20 of 22 ends

______________________
Prior to Occupancy

86. Prior to, or at the time of a Planning final inspection, the property owner / applicant shall submit to the Planning Division the plumbing permit for the irrigation system installation signed off by the Building Safety Division.

87. Prior to the issuance of a Certificate of Occupancy, the City Biologist shall inspect the project site and determine that all Planning Division conditions to protect natural resources are in compliance with the approved plans.

88. Prior to a final Building inspection, the applicant shall provide a Recycling Summary Report (Summary Report) and obtain the approval from the Environmental Sustainability Division.

Applicant must provide haul tickets and diversion information. The final Summary Report shall designate the specific materials that were land filled or recycled, and state the facilities where all materials were taken.

89. The applicant shall request a final Planning Division inspection prior to final inspection by the City of Malibu Building Safety Division. A Certificate of Occupancy shall not be issued until the Planning Division has determined that the project complies with this CDP. A temporary Certificate of Occupancy may be granted at the discretion of the Community Development Director, provided adequate security has been deposited with the City to ensure compliance should the final work not be completed in accordance with this permit.

90. Any construction trailer, storage equipment or similar temporary equipment not permitted as part of the approved scope of work shall be removed prior to final inspection and approval, and if applicable, the issuance of the certificate of occupancy.

Deed Restrictions

91. Prior to final Planning Division approval, the applicant shall be required to execute and record a deed restriction reflecting lighting requirements set forth in Condition Nos. 18 -

25. The property owner shall provide a copy of the recorded document to the Planning Division prior to final Planning Division approval.

92. The property owner is required to acknowledge, by recordation of a deed restriction, that the property is subject to wave action, erosion, flooding, landslides, or other hazards associated with development on a beach or bluff, and that the property owner assumes said risks and waives any future claims of damage or liability against the City of Malibu and agrees to indemnify the City of Malibu against any liability, claims, damages or expenses arising from any injury or damage due to such hazards. The property owner shall provide a copy of the recorded document to the Planning Division prior to final Planning Division approval.

93. The property owner is required to execute and record a deed restriction which shall indemnify and hold harmless the City, its officers, agents, and employees against any and all claims, demands, damages, costs and expenses of liability arising out of the acquisition, design, construction, operation, maintenance, existence or failure of the permitted project in an area where an extraordinary potential for damage or destruction from wildfire exists DRAFT 135
Resolution No. 26-10

Page 21 of 22 ends

______________________
as an inherent risk to life and property. The property owner shall provide a copy of the recorded document to the Planning Division prior to final planning approval.

94. The property owner is required to acknowledge, by the recordation of a deed restriction, that new development on a bluff-top lot, or where demolition and rebuilding is proposed, where geologic or engineering evaluations conclude that the development can be sited and designed so as to not require a shoreline protection structure as part of the proposed development or at any time during the life of the development, the property owner shall be required to record a deed restriction against the property that ensures that no shoreline protection structure shall be proposed or constructed to protect the development approved and which expressly waives any future right to construct such devices that may exist pursuant to Public Resources Code Section 30235.

95. The property owner is required to acknowledge, by recordation of a deed restriction, that no more than one secondary residential unit is permitted to exist on the subject property.

Said document shall include the definitions of a second unit and guest house as defined by the LIP Section 2.1, and shall be recorded with the Los Angeles County Recorder’s Office.

The applicant shall submit a copy of the recorded document to the Planning Division.

Fixed Conditions

96. This CDP shall run with the land and bind all future owners of the property.

97. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under.

SECTION 6. The Planning Commission shall certify the adoption of this resolution.

PASSED, APPROVED AND ADOPTED this 17th day of February 2026. ___________________________________________
ELIZABETH RIDDICK, Planning Commission Chair
ATTEST:
____________________________________
REBECCA EVANS, Recording Secretary
DRAFT 136
Resolution No. 26-10

Page 22 of 22 ends

______________________
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan (LIP) Section

13.20.1 (Local Appeals) a decision made by the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal. An appeal shall be filed with the City Clerk within 10 days and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucity.org, in person at City Hall, or by calling (310) 456-2489, ext. 246.

COASTAL COMMISSION APPEAL – An aggrieved person may appeal the Planning Commission’s approval to the Coastal Commission within 10 working days of the issuance of the City’s Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South Central Coast District office located at 89 South California Street in Ventura, or by calling (805) 585-1800. Such an appeal must be filed with the Coastal Commission, not the City.

Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 1.12.010 of the MMC and Code of Civil Procedure. Any person wishing to challenge the above action in Superior Court may be limited to raising only those issues they or someone else raised at the public hearing, or in written correspondence delivered to the City of Malibu at or prior to the public hearing.

I CERTIFY THAT THE FOREGOING RESOLUTION NO. 26-10 was passed and adopted by the Planning Commission of the City of Malibu at the Regular meeting held on the 17th day of February 2026 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
____________________________________
REBECCA EVANS, Recording Secretary
DRAFT 137
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
T-1.1

COVERSHEET /

PROJECT INDEX
BLUFFTOP 1, LLC
25 PLAN
NORTH
X1
DETAIL #
#LayID
#DrgID
#LayID
#DrgID
#LayID
2 3
4 1
RM #
#DrgID
#LayID

NORTH ARROW

INTERIOR ELEVATION FLAG
TYP. DOOR SCHEDULE SYMB.

TYP. WINDOW SCHEDULE SYMB.

ELEVATION DATUM

TN TRUE NORTH ARROW

BUILDING ELEVATION/ SECTION

WALL SECTION
TYP. ELEVATION VIEW

DETAIL CALL OUT
TYP. CUT DETAIL

CALL OUT

WOOD FRAME

CONCRETE
CMU
STONE
GRID LINE SYMB.

DOOR
ID
WDW
ID

GENERAL
SURVEY

GRADING - DRAINAGE

LANDSCAPE- IRRIGATION

SITE PLANS

FLOOR PLANS

ELEVATIONS

SECTIONS
T-1.1
T-2.1
T-2.2
C-1.0
C-2.0
C-3.0
C-4.0
C-5.0
S1-P
L0.00
L1.00
L1.01
L2.00
L2.01
L3.00
L3.01
A-0.1
A-0.2
A-0.3
A-0.4
A-0.5
A-1.1
A-1.2
A-1.3
A-1.4
A-2.1
A-2.2
A-3.1
A-3.2
A-3.3

COVERSHEET / PROJECT INDEX
SURVEY

SLOPE ANALYSIS

TITLE SHEET

EXISTING SITE PLAN

GRADING PLAN

DRAINAGE PLAN

CIVIL DETAILS

PRELIMINARY FOUNDATION PLANS

COVER SHEET

HARDSCAPE & LIGHTING PLAN

HARDSCAPE DETAILS

IRRIGATION PLAN

IRRIGATION DETAILS

PLANTING PLAN - FRONT

PLANTING DETAILS

SITE PLAN - SETBACKS

PARTIAL SITE PLAN

AREA TABULATION

OVERLAY SURVEY TO ROOF PLAN
FIRE DEPT. PLAN

FIRST FLOOR PLAN PARTIAL

FIRST FLOOR PARTIAL, TURNAROUND

SECOND FLOOR PLAN

ROOF PLAN
ELEVATIONS NORTH and SOUTH
ELEVATIONS EAST and WEST

PROPOSED SITE SECTION A

PROPOSED SECTIONS B, C, E

PROPOSED SECTIONS D, F, G, H,
1'-10" 2'
17'-10"
16'-8 3/4"
PARAPET (TYP.)
4"x12" FASCIA BOARD (TYP.)
4" VERTICAL METAL SIDING (TYP.) 4" VERTICAL METAL SIDING (TYP.) FX.

TOP PARAPET
FF @ SECOND FLOOR

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR
FX. FX.

FX.

FINISHED GRADE
N.G
F.G

PROJECT

LOCATION

SYMBOL LEGEND VICINITY MAP
PROJECT INFORMATION:
•PROPERTY ADDRESS: 33008 PACIFIC COAST
HIGHWAY,MALIBU,CA 90265
•A.P.N: 4473-017-009
•LEGAL DESCR.: See Survey
•OWNER: BLUFFTOP 1, LLC
•LCP ZONING: RR2 (Residential Rural 2-Acres)
•APPEAL JURISDICTION: YES
•ESHA AREA: NO
•OCCUPANCY GROUP: R-3/U
•TYPE OF CONSTRUCTION: V-B
•NUMBER OF STORIES: 2
•FIRE ZONE: VHFHSZ
•SPRINKLERED: Yes (Sprinklered per LACo. Fire Dept.

Requirements)
•SEWAGE: OSWTS REQUIRED
•WIND LOAD: Special wind Region (100mph)
•SYSMIC ZONE: 4
LOT DIMENSIONS:
• GROSS LOT AREA: 33,786 SF (0.88 Acres)
• NET LOT AREA: 28,637 SF
(Gross minus1:1 Slope and Road Easement)
•LOT DEPTH: 235.9'
•LOT WIDTH: 142.4'
SETBACKS:

REQUIRED PROPOSED
FRONT 47.2' 28.7'
*1
SIDE 10% 14.2' 14.2'
SIDE 15% 21.4' 37.5'
REAR 35.4' 144.6'
MAX. ALLOWABLE IMPERMEABLE COVERAGE
MAX. AMOUNT OF IMPERMEABLE COVERAGE:

LOT AREA 28,637 x 30% = 8,591 SF
PROPOSED IMPERMEABLE AREA:

BUILDING FOOTPRINT: 3,256 SF +
CONCRETE SLABS: 997 SF +
(E) ASPHALT: 78 SF =
TOTAL IMPERMEABLE AREA: 4,331 SF <8,591 SF MAX ALLOWED
MAX. ALLOWABLE TOTAL DEVELOPMENT AREA
MAX. ALLOWED FLOOR AREA = 5,541 SF

PROPOSED TOTAL DEVELOPMENT AREA
FIRST FLOOR: 2,465 SF +
ATTACHED GARAGE: 791 SF +
SECOND FLOOR: 776 SF =
SUB TOTAL: 4,032 SF +
ADU ABOVE GARAGE: 824 SF =
GRAN TOTAL: 4,856 SF
PROPOSED TDSF: 4,856 SF < 5,541 SF MAX ALLOWED

ABBREVIATIONS

PROJECT TEAM PROJECT DATA

SHEET INDEX
33008 PACIFIC COAST HWY,
MALIBU, CA 90265 November, 12 2025

SCOPE OF WORK
•2022 County of Los Angeles Building Code
•2022 County of Los Angeles Mechanical Code
•2022 County of Los Angeles Plumbing Code
•2022 County of Los Angeles Electrical Code
•2022 California Energy Code
•2022 California Residential Code
•2022 Residential Building Energy Efficiency Standards
•ADDITIONAL APPLICABLE CODES:

Project shall comply with Title 24 and 2022 California Residential Code (CRC), California Mechanical Code (CMC), California Plumbing Code (CPC), California Electrical Code (CEC), and California Energy Code (CEnC) [§ R106.1.1 CRC]

APPLICABLE CODES

DEFERRED SUBMITTAL
Deferred submittal documents shall be submitted to the architect- or engineer-of-record, who shall review them and forward them to the building official with a notation that they have been reviewed and have been found to be in general conformance with the design of the building or structure. The deferred items shall not be installed until their design and submittal documents have been reviewed and approved by the building official.

DEFERRED SUBMITTAL ITEMS:
- TBD
• PROPOSED NEW 4,856 SF, TWO-STORY, 18' HIGH, SINGLE-FAMILY RESIDENCE WITH ATTACHED 2 CARS GARAGE, ADU ABOVE

GARAGE AND OUTDOOR DECKS
• NEW DRIVEWAY ACCESS WITH FIRE DEPARTMENT

TURNAROUND AND ASSOCIATED GRADING AND SITE

RETAINING WALLS
• NEW SEPTIC SYSTEM
• NEW LANDSCAPE AND OUTDOOR LIGHTING
DISCRETIONARY SUBMITTALS *:
- MINOR MOD FOR FRONT YARD SETBACK REDUCTION OF 39%

APPROVAL STAMPS
BULK AREA TABULATION: (2/3'S RULE)
AREA BELOW 18' = 3,256 SF
MAXIMUM ALLOWED OVER 18' = ( 3,256 x .667) = 2,170 SF
AREA OVER 18' = 0 SF < 2,170 SF
BUILDING HEIGHT:

Allowed max: 18'
Proposed max: 18'
PARKING:

Required: 2 Enclosed, 3 Unenclosed
Proposed: 2 Enclosed, 3 unenclosed
FENCE:

Allowed: 6' max, Front yard top 30" view permeable
Proposed: per code
RET WALLS:

Allowed: 6' max-height
Proposed: none

SHEET INDEX - ADD'L
BLUFFTOP 1, LLC

ARCHITECT

BURDGE ARCHITECTS
24911 Pacific Coast Hwy
Malibu, CA 90265
T (310) 456-5905
BUAIA.com
EXPEDITOR/APPLICANT:

SCHMITZ & ASSOCIATES, Inc.
28230 Agoura Rd. Suite 200
Agoura Hills, CA 91301
Phone: (747) 444-6231
SURVEYOR:

PEARSON SURVEY
23371 Mulholland Dr. #330
Woodland Hills, CA 91364
Office: (818) 591-8709
Mobile: (818) 468-9714
Thomas McDermott, PLS
COASTAL ENGINEER:

GEOSOILS, INC
5741 Palmer Way
Carlsbad, CA 92010
T (760) 438-3155 | F(760) 931-0915

DAVE SKELLY, PE
GEOLOGIST:

LANDPHASES INC.
5158 Cochran Str.

Simi Valley, CA 93063
T (805) 522-5174 | C (805)657-0142

JAKE HOLT, PG, CEG, CHG
GEOTECHNICAL ENGINEER:

CALWEST GEOTECHNICAL
889 Pierce CT., Suite 101
Thousand Oaks, CA 91360
T (805) 497-1244 | F (818) 991-7148

ELI KATIBAH, PE

GEOLOGIC ENGINEER FOR
PERCOLATION:

DONAL KOWALESKY
T (310) 457-2456 | C (310) 889-4625
OWTS ENGINEER:

ENSITU ENGINEERING INC.
7475 Carmelita Ave.

Atascadero, CA 93422
T (805) 772-0150 | C (805) 857-2570

JOHN YAROSLASKY, PE
CIVIL & STRUCTURAL ENGINEER:

TUSHSCER ENGINEERING GROUP, INC
1109 Garden St. Suite 202-204
San Luis Obispo, CA 93401
T (310) 613-9980 | C (310)

JAMES TUCHSCHER, PE
ARCHEOLOGIST:

MATTHEW A. BOXT Ph.D.
2043 S. Dunsmuir Avenue
Los Angeles, CA 90016
T (310) 739-4439
BIOLOGIST:

ELISABETH MOORMAN
T (805) 338-3236
LANDSCAPE:

BAREFOOT DESIGN
T (805) 697-7466 | C (805) 570-0927

JESSICA HARLIN, PLA

ADDITIONAL

ADJUSTABLE

ABOVE FINISHED FLOOR

ABOVE RAISED FLOOR

AIR CONDITIONING

ALTERNATE

ARCHITECT (URAL)

AREA DRAIN

BLOCKING
BOARD

BUILDING

CABINET

CEILING
CENTER

CENTER LINE

CERAMIC TILE
CLEAR

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTINUOUS

CONTROL JOINT

DIAMETER

DIMENSION
DOUBLE

DOUBLE HUNG
DOWN

DRAWING

ELECTRIC

ELECTRIC PANEL

ELEVATOR

ENCLOSURE

ENGINEER
EQUAL

EQUIPMENT

EXISTING

EXTRUDE OR EXTRUSION

FABRICATE(ED)
FINISH

FIXTURE
FLOOR

FLUORESCENT
FOOT

FRESH AIR INTAKE (OR INLET)

FURNISH(ED)

FURRING

GALVANIZED
GAUGE
GROUND

GYPSUM BOARD
HEIGHT

HOLLOW METAL

HORIZONTAL

HOT WATER

INSIDE DIAMETER
JOINT
ADD'L.

ADJ.

A.F.F.

A.R.F.

A/C
ALT.

ARCH.

A.D.

BLKG.

BD.

BLDG.

CAB.

CLG.

CTR.

C.L.

C.T.

CLR.

CONC.

C.M.U.

CONST.

CONT.

C.J.

D.I.A..

DIM.

DBL.

D.H.

DN.

DWG.

ELECT.

ELECT. PNL.

ELEV.

ENCL.

ENGR.

EQ.

EQUIP.

EXIST.

EXTR.

FAB.

FIN.

FIXT.

FL.

FLUOR.

FT.

F.A.I.

FURN.

FUR.

GALV.

GA.

GRND.

GYP. BD.

HT.

H.M.

HORIZ.

H.W.

I.D.

JT.

MANUFACTURE

MANUFACTURER'S

MATERIAL

MAXIMUM

MECHANICAL
METAL

MINIMUM

MISCELLANEOUS
NORTH

NOT IN CONTRACT

NOT TO SCALE
NUMBER

ON CENTER

OUTSIDE DIAMETER

OPENING
PAIR

PERFORATED(ED)

PIECE/PIECES

PLANTER AREA

QUANTITY
RADIUS

REFERENCE

REFRIGERATOR

REINFORCE/REINFORCING

REQUIRED

RETURN AIR

ROUGH OPENING
SHEET

SIMILAR
SOUTH

SMOKE DETECTOR

SPEAKER

SPECIFICATIONS

SPRINKLER HEAD
SQUARE

STAINLESS STEEL

STANDARD
STEEL

STRUCTURAL

TELEPHONE

TELEVISION

TEMPORARY

TONGUE AND GROOVE

TYPICAL

UNLESS OTHERWISE
NOTED

VERTICAL

VINYL COMPOSITION TILE
WITH

WITHOUT
WOOD
MFR.

MFR'S.

MATL.

MAX.

MECH.

MTL.

MIN.

MISC.

N
N.I.C.

N.T.S.

NO. OR X
O.C.

O.D.

OPG.

PR.

PERF.

PC./PCS.

P.A.

QTY.

RAD.

REF.

REFRIG.

REINF.

REQ.

R.A.

R.O.

SHT.

SIM.

S
S.D.

SPKR.

SPECS.

S.H.

SQ.

S.S.

STD.

STL .

STRUCT.

TEL.

TV
TEMP.

T. & G.

TYP.

U.O.N.

VERT.

V.C.T.

W/
W/O
WD.

PACIFIC COAST HWY
138
0 0
0 ~
~iifj
s]] □
[
-
ld ICIIIDI
Drrr;==, ,=====, :ir-TTTTTTTTTITTTTTTTI
---'
I
·--------'1.----·
111111-µ=~- -
[
I I , 11liiii
I I I
----L--------'I. --------- ---· -------- ,.. __ _ --------- DGE
TECTS
GSPublisherVersion 1366.24.26.49
Plot Date: 11/12/25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Õ Õ
Õ Õ Õ Õ Õ Õ Õ Õ
Õ
Õ ÕÕ Õ Õ
Õ Õ Õ
8/5/2024
G-2.1 SURVEY
139

BENCHMARK
0 C'>
~ .,,.
-z_
LOS ANGELES COUNTY BENCHMARK NO. DY/0037
CS MON IN ~LL 39' S/0 C,/1. PACIFIC COAST HWY & 0.25MI E/0 DECKER RD 6.5' W/0 DRWY TO HSE #32832 MKD (DUME POINT B-8A RESET 1957)
ELEV. = 151. 761 FEET MALIBU OUAD 2020 NAVO 1988
SURVEYOR's NOTES
I. THE SCOPE OF THIS SURVEY DOES NOT INCLUDE A CURRENT 1/llE SEARCH FOR THE PROPERTY SHOWN HEREON. NO ATTEMPT HAS

BEEN MADE BY THE SURVEYOR TO RESEARCH EASEMENTS OF
RECORD, ENCUMBRANCES, RESTR/Cl/VE COVENANTS OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT 1/llE SEARCH MIGHT
DISCLOSE.
2 THE TOPOCRAPHIC /NFORMA 1/0N SHOWN IN THE "EASEMENT
DETAIL• HEREON IS FROM A SURVEY DONE BY A TH/RO PARTY,
PEAK SURVE'(5, INC. IN MARCH OF 2023, AND IS SHOWN SOLELY AS A CONVENIENCE. PEARSON LAND SURVEYING INC. MADE NO

EFFORT TO VERIFY THE DA TA SHOWN IN SAID DETAIL, NOR WAS ANY EFFORT MADE TO 'CONNEcr SAID SURVEY TO THE
TOPOGRAPHIC SURVEY SHOWN HEREON DONE BY SAID PEARSON.
- ___ -/0£N'llCAL- - - - - - - -------- -------------
-------- ------ ------------------------------------
/
/
/
,
1 STORY WOOD & STUCCO BU/LOING
32960 PAC/RC COAST HWY.

APN: 4473-017-025
33006 PAC/RC COAST HWY.

APN: 4473-017-008
·70.7
I

BOUNDARY AND

TOPOGRAPHIC SURVEY
33008 PACIFIC COAST HIGHWAY
LEGEND
P. W.F.B.

C.EF.B.
0~
P,11.

C/4 f
,,,,,
S<,/11
,~
UAGN.

R/1? SPK.

P.M.

L .t TAG
L .t 1K.

T.C., TC
MOO.

P.R.C.

AO
""
cs
""
S.11.H.

P.I.
ac
EC
CB
""
pp
OS
"'/!Mf
GW)W
Pl
r;p
APPR.

Ill
CHI.K
Fl
TW
IX
BX
CD
S11.T
Sll'8
St Y, Ei Y, ETC.

S/4 £//; nr;:
( )
[ J
--NV,--
--2"G;--
CLIENT: RON JENNY
33010 PACIFIC COAST HWY.

MALIBU, CA 90265
SITE ADDRESS: 33008 PACIFIC COAST HWY.

MALIBU, CA 90265
ASSESSOR's PARCEL NO: #73-017-009
COUNTY OF £0S ANGELES P{J8£IC WORKS FlEl.D BOOK
aTY OF LOS AN6El.ES ENCINEEHS RElO BOOK
OFFSET
PHOl'ERTr UN£

CENTERUNE

RIGHT-OF-WAY
SPIKE _. WASHEll

IRON PIPE
C<WCR£7FNAII.

MAG NAil
RAIJ.ROAO SPIKE
P11NCHA1....-
£EAO .t TAG
££AO .t 1K.
/UP OFCtJRB
Ma~ 710N OF LINE
POINT OF RElERSE CURVE"

AREA ORM/

ROOF O/WN

GRADEBHEAK

ROOF DRAIN
SEt/Di' MANHCl.E

POINT OF INTFRSECTION
B£CINN/NG OF CURVE"
ENO OF CURVE"
CAl<H BASIN
UANHOLE (SEHER, SrrJHM MA.w, POHEH, 1El.£PHON£)
PO#ER PO££
OO#WSPOllT
G4S/WA !ER 11£1ER
G4S/WA 7FR VAL VE"

PLAN/ER

GI/ARO POST

OR/I/EWA Y APPROACH
l4ROUCHT IRON (FENCE)
CIIAIN UNI< (m/CF)
FlOWUNE
TOP OF WA£!
l1JP OF X
eorrou OF x
ctlHB DRAIN
SJREETI.KiHT
STREET UGI-IT PIJli. BOX
SOUlHERi. Y, EASlERl. Y, ETC.

SOUTH FAa; EAST FACE, ETC., OF
Mlf'R0'8!D{T
RECORD DATA PER l/NDERl.>fNG AIAP
R£COli'O DATA PER C.E.F.B.
8lllllJING FOOT PRINT UN£
O~NCI.IN£
El)(;£ OF ASPHAl. T
0'1El?HEAO tllll/TY UN£
tlN/JERGHOllNtJ UN£ W/SIZE OF UN£
4" YARD WIT
>-----< l!Oal
0 7R£F ltflH 1RllNK OIAAIETEf?
.....,___ O/REC7!0N OF WATER MA/NAG£ flOW
LEGAL DESCRIPllQN
PARCEL 1:

THAT PORTION OF THE RANCHO TOPANGA MALIBU SEQUIT, IN THE CITY OF MALIBU, COUNTY OF

LOS ANGELES, STATE OF CALIFORNIA, AS CONFIRMED TO MATTHEW KELLER BY PATENT RECORDED IN BOOK 1, PAGE 407, ET SEQ, OF PATENTS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT IN THE SOUTHERLY LINE OF THE BO FOOT STRIP OF LAND DESCRIBED IN THE DEED FROM T, R. CADWALADER, TRUSTEE, TO THE STATE OF CALIFORNIA, RECORDED IN BOOK 16228 PAGE 342, OF OFFICIAL RECORDS OF SAID COUNTY, DISTANT THEREON NORTH 80' 45' 30" WEST 1107.62 FEET FROM A POlNT BEARING SOUTH 9° 14" 30" WEST 40 FEET FROM ENGINEER'S CENTER LlNE STATION 269 PLUS 88.44 AT THE EASTERLY EXTREMITY OF THAT CERTAIN COURSE IN THE CENTER LINE OF SAID 80 FOOT STRIP OF LAND DESCRIBED IN SAID DEED AS SOUTH 80" 45' 30" EAST 7702.63 FEET; THENCE NORTH 80" 45' 30" WEST 150.00 FEET; THENCE SOUTH 27" 34' 30" WEST TO THE ORDINARY HIGH TIDE OF THE PACIFIC OCEAN; THENCE EASTERLY ALONG SAID 'flOE LINE TO A LINE BEARING SOUTH 27Q 34' 30,. WEST FROM THE POINT OF BEGINNING; THENCE NORTH 27"' 34' 30" EAST TO THI: POINI OF BEGINNING.

EXCEPT THAT PORTION OF SAID LAND LYING NORTH OF A LINE BEARING NORTH 72' 43' 51" WEST 144.71 FEET FROM A POINT IN THE SOUTHEAST LINE OF SAID LAND DISTANT THEREON SOUTH 27" 34' 30" WEST 520.53 FEET FROM THE "0RTHEAST CORNER OF SAID LAND TO A POINT IN THE NORTHWEST LINE OF SAID LANO DIST ANT THEREON SOUTH 27° 34' 30" WEST 499.24 FEET FROM THE NORTHWEST CORNER OF SAID LAND.

EXCEPT THEREFROM ALL MINERALS, OIL, PETROLEUM, ASP HAL nJM, GAS, COAL AND OTHER

HYDROCARBON SUBSTANCES CONTAINED IN, ON, WITHIN AND UNDER SAID LAND, BUT WITHOUT

THE RIGHT OF ENTRY, AS RESERVED IN THE DEED FROM MARBLEHEAD LAND COMPANY, A CORPORATION RECORDED ON NOVEMBER 13, 1942 IN BOOK 19637 PAGE 347, OF OFFICIAL RECORDS OF SAID COUNTY.

PARCEL 2:

AN EASEMENT FOR ROAD AND UTILITY PURPOSES, TO BE USED IN COMMON WITH OTHERS, OVER THAT PORTION OF RANCHO TOPANOA MALIBU SEQUIT, IN nlE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS CONFIRMED TO MATTHEW KELLER BY PATENT RECORDED IN BOOK 1 PAGE 407, ET SEQ, OF PATENTS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,

INCLUDED IN THAT CERTAIN BASEMENT DEED, EXECUTED BY EDWARD C, CAZIER ET AL, RECORDED MARCH 111, 1957 AS INSTRUMENT NO, 4281, IN BOOK 53956 PAGE 173, OF OFFICIAL RECORDS.
10· s· o· 10·
- - - - SCALE: 1" = 10'
PEARSON Thomas McDermott, PLS 8555
23371 Mulholland Dr. /1330
Woodland Hills, CA 91'364
Phone: (818) 468-9714 LAND SURVEYING, INC. [email protected] DRAWN BY: BT JOB NO.: 24JEN0201 DATE: 4/17/2024
CHECKED BY: TPM SCALE: 1" = 1 O' SHEET 1 OF 1
GSPublisherVersion 1366.24.26.49
Plot Date: 11/12/25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Õ Õ
Õ Õ Õ Õ Õ Õ Õ Õ
Õ
Õ ÕÕ Õ Õ
Õ Õ Õ
SLOPE CATEGORY AREA % OF TOTAL
4:1 AND LESS 25,134 SQ. FT. 74.4%
4:1 TO 3:1 494 SQ. FT. 1.4%
3:1 TO 2.5:1 57 SQ. FT. 0.2%

2.5:1 TO 1:1 3,340 SQ. FT. 9.9%
1:1 AND GREATER 4,761 SQ. FT. 14.1%
33,786 SQ. FT.
8/5/2024
G-2.2 SLOPE ANALYSIS SURVEY
1 2
3 4
5 6
7 8
UP
1 2
3 4
UP
4R(8")
3 G(11")
1 2
3 4
5 UP
11R(7")
10 G(11")
47'-2"

FRONT YARD SETBACK
35'-5"
REQ. REAR YARD

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

FD PATH
5'

FD PATH
10'
18'
10'
18'
10'
18'
5'
5'
F.D. ACCESS

68.00'

67.75'

70.50'
F.F. FOYER

68.00'
F.F.

70.25'
5'
5'
5'
9'-4"
5'
7'
50'
T.O.BLUFF SETBACK

68.00'

67.75'

68.00'

68.00'
10'
18'
50'
T.O. BLUFF SETBACK
10'
57'-3"
15'

TOB SETBACK
15'
15'

69.16'
(N) MAX 6' HIGH

WOOD FENCE
GATE
MOTOR

FD TURNAROUND
18"x18"x6' H.

STONE

PILASTER
MAX 42" NEW

SOLID WALL
W/ 30" FENCE ON
TOP TO MAX 6'

APPROXIMATE LOCATION

OF PROPOSED

LEACH FIELD AREA
24"x30"

CRAWL SPACE
HATCH
OH
OH
OH
OH
OH
OH

FD TURNAROUND

FD TURNAROUND
20' WIDE

DRIVEWAY EASEMENT
OH
OH
OH
12" MAX
STONE
GARDEN
CURB

NO FOOTING

SEPTIC TANK
12" MAX

STONE CURB

NO FOOTING
TRENCH
DRAIN
(N) MAX 6' HIGH

FENCE SEE DETAIL

NATURAL
GROUND
PATH

NATURAL GROUND PATH -

SEE LANDSCAPE PLANS
(E) 6' HIGH
FENCE
TRENCH
DRAIN

EDGE PAVING

MATERIAL
CHANGE
(PICKLEBALL COURT)
WM
B
WV
FH

SPEED BUMP
-
-
-
-
(N) MAX 6' HEDGE
3660
GATE
24' x 6' HIGH SLIDING GATE
GARAGE

PROPOSED
2-STORY SINGLE FAMILY

RESIDENCE
PA.

PA.

PA.
10'x18'
10'x18'

TRASH BINS AREA

SEPTIC TANK
6'x15'

PROPERTY LINE
MAX 2% SLOPE B
3060
GATE
D.G.
68'
69'
71'
69'
68'
67'
68'
69'
68'
70'
PA.

L.I.D. PLANTER PREF. BOX

SEE GRADING/DRAINAGE
PLANS
71'

OUTDOOR PATIO -

INTERLOCKING PAVERS
SEE DET 2/A-0.2
68'
68' 69'
70'
71'

FILTER FENCE

WOOD FENCE

72.76 EP

72.38 GB

72.28 72.58

72.95 9"
6"
6"

22.6 16.2

24.7 24.3

12.5 30.4

51.6 13.3

24.2 11.5

25.0 31.3

47.7 46.0

41.8 40.1

16.2 GATE

5.9 7.8

8.2 8.1

8.7 3.5

3.7 4.2

4.6 4.9

5.2 5.1

7.2 7.3

7.4 7.6

54.0 37.3

36.2 35.7

47.3 43.2

58.1 58.8

59.0 32.6

40.3 51.3

39.0 43.4

34.7 23.8

67.2 67.7

66.7 66.1

65.8 66.2

65.5 67.7

66.9 66.8

68.0 70.7

67.0 67.4

10.4 DIRT
DIRT
DIRT
DIRT
DIRT
DIRT

53.1 52.0
SAND
SAND

FILTER FENCE
TO PACIFIC COAST HWY.

N72°43'51"W 144.72'
33006 PACIFIC COAST HWY.

APN: 4473-017-008

PACIFIC OCEAN

66.1 66.7

66.2 66.5

66.0 TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

65.4 65.5

66.7 66.5

66.6 66.4

65.9 65.4

66.5 66.5

66.2 66.5
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

9.9 10.6

9.7 10.6

11.1 71.78 EP

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
(2) GUEST

PARKING
PATIOPAVERS
DET 2/A-0.2
70'
71'
72'
-2.5%
-2.5%
-1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
70'
69'
71'
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9%
-9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%
-5.0%

4.4%
-5.0%
68'

PATIO -
PAVERS
DET 2/A-0.2
PA.

PA.

PA.
10'x18'
GUEST

PARKING
(E) PAVING D.G.

TO REMAIN
PATIOPAVERS
-11.4%
-5.0%
-37%
-15.6%
-3"
PAVERS
CONC.

S 88º 27' 29" W 162.98'
DEED

RESTRICTION
AREA
1 2
3 4
5 DN
5R(7")
4 G(1'-5")
28'-9"

PROPOSED

FRONT YARD
A
140
- -------------------------------------------------------------------------------- / ' ' I .. EA...,.SEJ ....~-~ .... N ...... T...,.OE ..... !,..._.tl ... ll s0 ,_"-"-\""' \ ~ l \
\
\ ,
I
~
,.,._ ~ -...... '·-
. -~ -;
/
(SEE S/JRVEYOR's NOTE 2) / \<
1 ·\ _ \ II
SCALE: I" - 20' . -
" ~,,,'\,, ~ ~ \ II "i.
t.. C") ,~ -
PARCEi, 2

20.00' WIOE EASEMENT fOR / =-$p\-r,;""-~G""" \ I
, 1 ., ~ --+ '\ I GATE 'I\ 7';),~ ~'!, \ ~ ~-:- ; • \\1 I
\
\
\
\
\
\
-0
\
\
\
\.
\
0 C")
~
>'"
-z_
\
\\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
' \
I

BENCHMARK I
' I
LOS ANGELES COUNTY BENCHMA/rK NO. DY/0037
CS MON IN ~ll 39' S/0 C/l PAC(RC COAST HWY & 0.25MI E/0 OECKER RO 6.5' W/0 DRWY TO HSE,#32832 MKD (OUME POINT B-8A RESET 1957) I
\
ELEV. = 151. 761 FEET MAUBU O(JAD 2020 NAVO 1988
\
SURVEYOR's NOTES \
\
I

1. THE SCOPE OF THIS SURVEY DOES NOT fNClUOE A CURRENT 1/llE SEARCH FOR THE PROPERTY SHOWN HEREON. NO ATTEMPT HAS

BEEN MAOE BY THE SURVEYOR TO RESEARCH EASEMENTS OF
RECORD, ENCUMBRANCES, RESTRICllVE COVENANTS OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT llTlE SEARCH MIGHT
DISCLOSE.
2 THE TOPOGRAPHIC INFORMA 710N SHOWN IN THE "EASEMENT

DETAIL' HEREON IS FROM A SURVEY DONE BY A THIRD PARTY,
PEAK SURVE"(5, INC. IN MARCH OF 2023, AND IS SHOWN SOLEl Y AS A CONVENIENCE. PEARSON LANO SURVEYING INC. MADE NO

EFFORT TO VERIFY THE DA TA SHOWN IN SAID DETAIL, NOR WAS ANY EFFORT MAOE TO 'CONNEcr SAIO SURVEY TO THE
TOPOGRAPHIC SURVEY SHOWN HEREON DONE BY SAIO PEARSON.
\
\
\
\
\
\
\
\
\
\

7.8 \
\
\
\
\ • \
\
\
\
\
\
\
SAND
\
I
---
\
\
\
\
\
\
l
\
I
\
C, 5.2
\
\
\ \
---- ---------------------
\
\ C 7.4
" 7.3
I
\ SAND
<·7.2
\
\
\
.
\
\
\
\
I
I
,_
\
\
\ _______________ _
\
\
- __ -/0£N'llCAL- - - - - - - ---
I
~
-1~
'"' I
' I
'
'
\
' \ C 66.6
' I
'
WOOD
----------- ------ --------------------------
/ /
I
I
• 72.95
• 72.28 J.J006 PAC/RC COAST HWY.

APN: #73-017-008
•72.58
TO PAC/RC COAST HWY. \ • 73.28

72.38 GB
----~~

72.75 EP
.J.1006 PAC/RC COAST HWY.

APN: 4473-017-008
• 70.7
I

SLOPE ANAL YS/S MAP
33008 PAC/RC COAST HIGHWAY
LEGEND
P. W.F.B.
0~
Pfi
C/4 f
R/W
s .. "
LP
CN.

UA< N.

R/RsPA:

P.11.

L .t TAC
L ,t lK.

T.C., TC
PIIOlJ.

P.IU.

AO
RO
GB
""
S.1.1.H.

P.I.
ac
EC
"'
1111
pp
OS
"'-""'
·-
Pl
GP
APPR.

Ill
CHIJ(
Fl
TW
IX
8X
CD
S11.T
SI.PB
S2 Y. Ei Y, ETC.

S/4 E/4 Ell:.
( )
[ J
---NV--
--2"G--
Cl/ENT: RON JENNY
33010 PAC/RC COAST HWY.

MAl/Bll, CA 90265
SITE ADDRESS: 33008 PAC/RC COAST HWY.

MAl/Bll, CA 90265
ASSESSOR's PARCEL NO: #73-017-009
COUNTY OF £OS ANGELES PWLIC WORKS FlEl.D BOOK
OFFSET
PHOPERTY UN£
CENlERtJNE
fi'IGHT-oF-WA I"
SPIKE _. WASll£R
lll(;WPIPE
C<WCRElENA/l

MAG NAIL

RAJLROAO SPIKE

PVNCHJIARK
lEAO ,f TAC
LEAD .t lK.
""'OF"C/IRB
Pli'Oi..ONGA Tl(}N OF l/NE
POINT OF RflfRS£ CUR~

AREA DRAIN

ROOF DRAIN
GRAD£ BHEAK
lfOCFDHAIN
SEMR MANHOt.£
POINT OF /NlERS£CllCW
8£CINNINCOFCUR~
ENO OF CURle

CATCH BASIN
MANHOLE (SElfER, STrJl?M OH~ POlfER, TEl.£PHON£)
PO#CR PO££
OOIIWSPOtlT
GAs/ifATER UEJER
GAS/WA 1ER VAL If"
PlANIEJI
Gt/ARO POST
Oli'l/€WA Y APPROACH
#fiOtJGHT IRON (FENCE}
CHAIN LINK (mlCE}
FZOWl/NE
TOP OF WAll
l1JP OF X
80mJM OF X
CtlRB DRAIN
SlREET l/6HT
S7Rm" ll(JffT Pl.Ill BOX
SOUTHEHLY, EASJERLY, ETC.

SOUTH FACE: EAST FACE, Erl:., OF
MfPROlfllB{T
RECC1?0 DATA PER llNDOrt.YING MAP
RECC1?0 DATA PER C.EF.B.
8llll/JING FOOT PRINT llNE
O~NCllNE
El)(;£0FASPHALT
0'1El?HEAO tllll/TY UN£
llN/JERCHOllNtJ UN£ W/SIZE OF LINE
4" YARD WIT
>--< l!Oal
0 7R£F ltflH 1RllNK OIAMETEf?
.....,___ IJIREC7!0N OF WAlcR MA/NAG£ flOW
SLOP£ ANAL >'SIS LEGEND ANO AREAS
■
■
■
■
■
10· s· o· 10· 20·
---- SCALE: 1" = 10'
PEARSON Thomas McDermott, PLS 8555
23371 Mulholland Dr. /1330
Woodland Hills, CA 91"364
Phone: (818) 468-9714
LAND SURVEYING, INC. [email protected]
DRAWN BY: BT JOB NO.: 24JEN0201 DATE: 4/17/2024
CHECKED BY: TPM SCALE: 1" = 10' SHEET 1 OF 1
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-0.1

SITE PLAN -

SETBACKS
BLUFFTOP 1, LLC
25 1
2 3
4 5
6 7
8 UP
1 2
3 4
UP
4R(8")
3 G(11")
1 2
3 4
5 UP
11R(7")
10 G(11")
47'-2"

FRONT YARD SETBACK
35'-5"
REQ. REAR YARD

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

FD PATH
5'

FD PATH
10'
18'
10'
18'
10'
18'
5'
5'
F.D. ACCESS

68.00'

67.75'

70.50'
F.F. FOYER

68.00'
F.F.

70.25'
5'
5'
5'
9'-4"
5'
7'
50'
T.O.BLUFF SETBACK

68.00'

67.75'

68.00'

68.00'
10'
18'
20'
50'
T.O. BLUFF SETBACK
10'
57'-3"
15'

TOB SETBACK
15'
15'

69.16'
(N) MAX 6' HIGH

WOOD FENCE
GATE
MOTOR

FD TURNAROUND
18"x18"x6' H.

STONE

PILASTER
MAX 42" NEW

SOLID WALL
W/ 30" FENCE ON
TOP TO MAX 6'

APPROXIMATE LOCATION

OF PROPOSED

LEACH FIELD AREA
24"x30"

CRAWL SPACE
HATCH
OH
OH
OH
OH
OH
OH

FD TURNAROUND

FD TURNAROUND
20' WIDE

DRIVEWAY EASEMENT
20' WIDE

DRIVEWAY EASEMENT
OH
OH
OH
12" MAX
STONE
GARDEN
CURB

NO FOOTING

SEPTIC TANK
12" MAX

STONE CURB

NO FOOTING
TRENCH
DRAIN
(N) MAX 6' HIGH

FENCE SEE DETAIL

NATURAL
GROUND
PATH

NATURAL GROUND PATH -

SEE LANDSCAPE PLANS
(E) 6' HIGH
FENCE

END OF TRENCH

DRAIN OUTSIDE
50' BLUFF SETBACK
TRENCH
DRAIN

EDGE PAVING

MATERIAL
CHANGE
(PICKLEBALL COURT)
(N) FENCE TO END BEHIND
50' BLUFF SETBACK
75 80
GATE

WV SPEED BUMP
WM
GM
GATE
WM
B
WV
FH

SPEED BUMP

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 FS

71.10 70.99
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
80 82
81 75
76 83 77 78 79
84 (N) MAX 6' HEDGE
3660
GATE
24' x 6' HIGH SLIDING GATE
GARAGE

PROPOSED
2-STORY SINGLE FAMILY

RESIDENCE
PA.

PA.

PA.
10'x18' 10'x18'

TRASH BINS AREA

SEPTIC TANK
6'x15'

PROPERTY LINE

PROPERTY LINE
MAX 2% SLOPE B
3060
GATE
D.G.

PROPERTY LINE
68'
69'
71'
69'
68'
67'
68'
67'
68'
69'
69'
68'
70'
PA.

L.I.D. PLANTER PREF. BOX

SEE GRADING/DRAINAGE
PLANS
71'

OUTDOOR PATIO -

INTERLOCKING PAVERS
SEE DET 2/A-0.2
68'
68' 69'
70'
71'
SHED
CLMN

FILTER FENCE

WOOD FENCE

WOOD FENCE
GATE

HANDRAIL

PILASTER

RET WALL

71.13 EP

72.76 EP

63.21 49.54

21.19 RD RD

73.10 GB

72.38 GB
BBQ
BBQ

71.23 71.46

71.60 72.28

72.58 73.28

71.83 72.52

72.95 9"
8"
6"
6"
7"
6"
7"
6"
6"

17.1 16.8

20.3 29.9

25.4 22.6

16.2 24.7

24.3 12.5

21.2 30.4

51.6 13.3

24.2 11.5

25.0 31.3

47.7 46.0

41.8 40.1

16.2 17.3

40.8 STEPS

59.98 52.68 EC

47.74 EC

22.40 11.77 17.59 EC GATE

49.42 EC

63.62 EC
GATE

5.5 5.7

5.9 7.8

8.2 8.1

8.7 2.6

2.7 3.0

3.5 3.7

4.2 4.6

4.9 5.2

5.1 5.1

7.3 7.2

7.3 7.4

7.6 47.8

54.0 37.3

36.2 35.7

47.3 43.2

58.1 58.8

59.0 32.6

40.3 51.3

39.0 43.4

34.7 23.8

67.2 67.7

66.7 66.1

65.8 66.2

65.5 67.7

66.9 66.8

68.0 70.5

70.7 70.7

67.0 67.4

64.99 EC

65.56 EC

65.82 EC

65.79 EC

64.98 EC

66.46 EC 70.97 EC

66.24 EC

70.39 EC

WOOD DECK

69.00 EC
AD AD
AD

10.4 DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT

CONCRETE

8.9 UV
CONC

CONCRETE

CONCRETE
SAND

53.1 52.0

ASPHALT ROADWAY
SAND
SAND

FILTER FENCE

HANDRAIL
WOOD
DECK
WOOD
DECK
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

PACIFIC OCEAN

65.1 66.1

66.7 66.2

66.5 66.0

65.1 TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

65.4 65.5

66.7 66.5

66.6 66.4

65.9 65.4

66.5 66.5

66.2 66.5
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 60
35 40
45 50
55 20
25 30
10 15
5 9.7

9.9 10.6

9.7 10.6

11.1 DRIP LINE

71.78 EP

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8

70.5 70.7
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
(2) GUEST

PARKING
PATIOPAVERS
DET 2/A-0.2
70'
71'
72'
-2.5% -2.5% -1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
70'
69'
71'
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9% -9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%
-5.0%

4.4%
-5.0%
68'

PATIO -
PAVERS
DET 2/A-0.2
PA.

PA.

PA.
10'x18'
GUEST

PARKING
(E) PAVING D.G.

TO REMAIN
PATIOPAVERS
-11.4%
-5.0%
-37%
-15.6%
-3"
PAVERS
CONC.

S 88º 27' 29" W 162.98'
DEED

RESTRICTION
AREA
1 2
3 4
5 DN
5R(7")
4 G(1'-5")
28'-9"

PROPOSED

FRONT YARD
A
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
104.81 FS
105.29 TB
85 90
95 100
105
PP# 1059789E
B B
FH
MB'S

GATE MOTOR
MB'S

GATE MOTOR

EDS METER
RISERS
GATE
WM

SPEED BUMP

KEY PAD
GATE
GATE
GV
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 FS

91.25 91.88

95.82 TW

90.22 FS

90.79 TB

88.36 90.53 FS

94.38 TW

88.58 FS

87.25 86.50

86.69 85.92

84.97 84.82

83.19 83.25
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- -

CONCRETE
20' GATE

3.5' GATE
85 86 87 88 89 90
95 96
97 98 99
100
92 93 94
101 102 103
104
83 84

P AC I F I C C O A S T H I G H W A Y
B B
FH

47.2'
REQ. FRONT YARD

35.4'
REQ. REAR YARD

14.2'

21.4'

28.7'
60% of Req.FY
235.9'

LOT DEPTH
142.4'

LOT WIDTH

50.0'
T.O.B. SETBACK

50.0'
T.O.B. SETBACK 37.6'
144.6'
90°

RESTRICTED AREA

MIDPOINT
DEPTH

MIDPOINT

FRONTYARD

MIDPOINT

REARYARD

TOP OF BLUFF
PER 2024 SURVEY 20' EASEMENT ROAD
O.H.
15% SETBACK
10% SETBACK
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
N27°34'30"E 285.64'
N27°34'30"E 235.69'
N72°43'51"W 144.72'
S 88º 27' 29" W 162.98'
6'
3'-6" 2'-6"

STEEL VERTICAL BARS BETWEEN
2" STEEL FRAME @ TOP
1X6 IPE WOOD @ BOTTOM
PLAN
NORTH
SCALE: 1/16" = 1'-0"
1 SITE PLAN
SCALE: 1" = 30'
2 SETBACK - HOUSE
SCALE: 1/2" = 1'-0"
3 TYP FENCE ELEVATION

MATCH LINE

MATCH LINE
NOTES:
1 141
\
\
\
\
\
'
\
' \
\
\
\
\
\
\\
\
' \
I
\
\
\
\
I
\
\
' . • ,
\
I
' \
' '
-~--<
"
' ' \
\
\
\
\
\
/
/ " ./-::,_.,,,.-----
/
/ "
/ "
/ "
/ "
/ "
/ "
\
\
\
\
' \
'
\
\
\
\
\
\
\
\
\
\
' \
\
\
\
\
\
\ \
\
" " / /
I
I
I
I
\
\
'\ "
\
' \
'
'
'
\
I
\
'
'
'
I
J
I
I
I
"' "'
,>
'
I/
I
fa
I
'
' •
' ~ .. - •
C
•
' \
\
d\
L
•
•
_,;
'
'
\
}
I
'
l
l
i
)
I
' -I
I
I
'
\
\
'
'
\
\
I
/
I I
I
I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
I
I
I
I
I
'
I '
' I
' I
I
I
I
I
I
I
I
I
I
I
--,~7
\\\
'
I\.,
I
I
~
\
\
--------
.\
/ \_ I ----------
--------------- ~~------------~--------------~---
I
'bf,.O ARo~ ~~ .,,~
-I
~ ~ DOUGLAS W. BURDGE
C-16899 "'( ~ .... "1. RENEWAL ~ ~ 11/30/20 0,-
0p CA.\.\t
\
\
I

I --------
---
----- -- -- -- \ _
DGE
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-0.2

PARTIAL SITE PLAN
BLUFFTOP 1, LLC
25 1
2 3
4 5
6 7
8 UP
1 2
3 4
UP
4R(8")
3 G(11")
1 2
3 4
5 UP
11R(7")
10 G(11")
47'-2"

FRONT YARD SETBACK
35'-5"
REQ. REAR YARD

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

FD PATH
5'

FD PATH
10'
18'
10'
18'
10'
18'
5'
5'
F.D. ACCESS

68.00'

67.75'

70.50'
F.F. FOYER

68.00'
F.F.

70.25'
5'
5'
5'
9'-4"
5'
7'
50'
T.O.BLUFF SETBACK

68.00'

67.75'

68.00'

68.00'
10'
18'
20'
50'
T.O. BLUFF SETBACK
10'
57'-3"
15'

TOB SETBACK
15'
15'

69.16'
(N) MAX 6' HIGH

WOOD FENCE
GATE
MOTOR

FD TURNAROUND
18"x18"x6' H.

STONE

PILASTER
MAX 42" NEW

SOLID WALL
W/ 30" FENCE ON
TOP TO MAX 6'

APPROXIMATE LOCATION

OF PROPOSED

LEACH FIELD AREA
24"x30"

CRAWL SPACE
HATCH
OH
OH
OH
OH
OH
OH

FD TURNAROUND

FD TURNAROUND
20' WIDE

DRIVEWAY EASEMENT
20' WIDE

DRIVEWAY EASEMENT
OH
OH
OH
12" MAX
STONE
GARDEN
CURB

NO FOOTING

SEPTIC TANK
12" MAX

STONE CURB

NO FOOTING
TRENCH
DRAIN
(N) MAX 6' HIGH

FENCE SEE DETAIL

NATURAL
GROUND
PATH

NATURAL GROUND PATH -

SEE LANDSCAPE PLANS
(E) 6' HIGH
FENCE

END OF TRENCH

DRAIN OUTSIDE
50' BLUFF SETBACK
TRENCH
DRAIN

EDGE PAVING

MATERIAL
CHANGE
(PICKLEBALL COURT)
(N) FENCE TO END BEHIND
50' BLUFF SETBACK
GATE
WM
B
WV
FH

SPEED BUMP

74.47 73.78 TB

73.55 FS

70.99 -
-
-
-
-
-
-
83 84
(N) MAX 6' HEDGE
3660
GATE
24' x 6' HIGH SLIDING GATE
GARAGE

PROPOSED
2-STORY SINGLE FAMILY

RESIDENCE
PA.

PA.

PA.
10'x18'
10'x18'

TRASH BINS AREA

SEPTIC TANK
6'x15'

PROPERTY LINE

PROPERTY LINE
MAX 2% SLOPE
B
3060
GATE
D.G.

PROPERTY LINE
68'
69'
71'
69'
68'
67'
68'
67'
68'
69'
69'
68'
70'
PA.

L.I.D. PLANTER PREF. BOX

SEE GRADING/DRAINAGE
PLANS
71'

OUTDOOR PATIO -

INTERLOCKING PAVERS
SEE DET 2/A-0.2
68'
68' 69'
70'
71'
SHED

FILTER FENCE

WOOD FENCE

WOOD FENCE
GATE

PILASTER

RET WALL

71.13 EP

72.76 EP

63.21 49.54

21.19 RD RD

73.10 GB

72.38 GB
BBQ
BBQ

71.46 71.60

72.28 72.58

73.28 71.83

72.52 72.95
9"
8"
6"
6"
7"
6"
7"
6"
6"

29.9 22.6

16.2 24.7

24.3 12.5

21.2 30.4

51.6 13.3

24.2 11.5

25.0 31.3

47.7 46.0

41.8 40.1

16.2 17.3

40.8 STEPS

59.98 52.68 EC

47.74 EC

11.77 17.59 EC GATE
GATE

7.8 8.2

8.1 8.7

4.2 4.6

4.9 5.2

5.1 7.3

7.2 7.3

7.4 7.6

47.8 54.0

37.3 36.2

35.7 47.3

43.2 58.1

58.8 59.0

32.6 40.3

51.3 39.0

43.4 34.7

23.8 67.2

67.7 66.7

66.1 65.8

66.2 65.5

67.7 66.9

66.8 68.0

70.5 70.7

70.7 67.0

67.4 64.99 EC

65.56 EC

65.82 EC

65.79 EC

64.98 EC

66.46 EC 70.97 EC

66.24 EC

70.39 EC

69.00 EC
AD AD
AD

10.4 DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT

CONCRETE
UV
CONC

CONCRETE

53.1 52.0

ASPHALT ROADWAY
SAND
SAND

FILTER FENCE
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

65.1 66.1

66.7 66.2

66.5 66.0

65.1 TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

65.4 65.5

66.7 66.5

66.6 66.4

65.9 65.4

66.5 66.5

66.2 66.5
45 40
35 25
20 50
55 60
40 45
35 25
30 20
15 10
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
60 35
40 45
50 55
20 25
30 10
15 5

9.9 10.6

9.7 10.6

11.1 DRIP LINE

71.78 EP

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8

70.5 70.7
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
(2) GUEST

PARKING
PATIOPAVERS
DET 2/A-0.2
70'
71'
72'
-2.5%
-2.5%
-1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
70'
69'
71'
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9%
-9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%
-5.0%

4.4%
-5.0%
68'

PATIO -
PAVERS
DET 2/A-0.2
PA.

PA.

PA.
10'x18'
GUEST

PARKING
(E) PAVING D.G.

TO REMAIN
PATIOPAVERS
-11.4%
-5.0%
-37%
-15.6%
-3"
PAVERS
CONC.

S 88º 27' 29" W 162.98'
DEED

RESTRICTION
AREA
1 2
3 4
5 DN
5R(7")
4 G(1'-5")
28'-9"

PROPOSED

FRONT YARD
A
1" THK. NATURAL STONE PAVER
1/16" TO 1/4" SAND SWEPT JOINT
1" THK. SAND SETTING BED

LANDSCAPE FABRIC

COMPACTED SOIL
4" THK. BASE LAYER OF GRAVEL

PATIO SLOPE
1/4":12

DRY-LAID FLAGSTONE

PATIO DETAIL
PLAN
NORTH
SCALE: 1/8" = 1'-0"
1 SITE PLAN
SCALE: 3" = 1'-0"
2 NOTES:
1) NO STRUCTURAL FOUNDATIONS, FOOTING, TO BE PLACED WITHIN THE 50' TOP OF BLUFF SETBACK ZONE.

HOUSE PATIOS, FINISH MATERIAL TO BE PERVIOUS PAVERS SET ON GROUND, NO FOOTING, SEE DETAIL 2/A-0.2 FOR HARDSCAPE PLEASE SEE L1.00 AND L1.01
142
' ' ' ' ' ' ' I
I
' ' '
I
' '
I
' \ \
' ' ' ' ' ' '
' I
\
' 1
' ' ' '
' \
I
' I
' ' '
' ' ' ' ' '
' I
' I
' I
' I
' I
' I
' \
' I
' I
' I
' I
1 I
I I
I I
I I
I
I
' I
I
\
' I
I
I
I
I
\
' \
' I
\
\
\
\
l!iJ
\
\
' ' ' ' ' ' ' ' ' ' \ I I
'
I II II i I i
--.._~ ---,, I i
~----· ---------
\
\
\ '
-----------· ______ ____j~ ---------------------------- \ \, ' ' \ \ \ \ I I
I I
I I
I I \
\ I I I

I I I I
I I
I
' I
I
I
' I ' I I
I I
\ I
' ' ' '
I
I I
I
\
\
\
'
' ' '
\\ I I
I\\ I \1 \ '1 ,\ I \
II I I
I\ I I
'I' I
11 I I,
11 I 1,
I I
I I \
I, I I \
\ \ I I
' ' ' I I I,
' ' '
I I
' I I I
Q \ 1 I '1 I I ''
' ' '
'
'
'
'
'
'
'
'
'
'
\
' '
I I
• I I

I I I I
I I I
I I I
I I I
'
'
'
I I I
'
'
'
'
'
'
'
'
'
'
'
'
'
I
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' ' "
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'\
\\
\\,\
'---
\
\
\
\
\
I
I
I
l
I
I/
I
I
\
I
'
'
'
I
\
I
'
'
'
\
'
'
'
\
\
\
\
I
\
\\
\\
,.
'
\\,
\
\
'
'
'
\
I \
' \
'
'
'
'
'
'
'
'
\
\
\ I
\
\
\
\
\
I
I
1\
I \
I \
l_J I ,
I
\ I
\ I
\
' \
'
'
'
,\
\
'
'
'
♦
\
\
' \
\
------~-----"---....1...._ __
'
'
'
'
'
'
'
'
♦
♦
\
\
\
\
'
I
♦
' -
\
\
\
\
\
'
I
'
\
'
I
'
I
'
1 '""'W,",;
I ;' '
' ,_ - J
\
\
\
I
'
I
'
\
'
\
'
\
'
\
'
I
'
I
'
\
'
I
d '
I
'
I
♦
'
'
'
' '
' ' ' '
' ' I /
' '
'
I
'
\
'
I
\
'
\
'
\
'
I
'
I
'
I
'
I
'
I
'
I
I
'
I
'
I
'
I
♦
\
\
\
\
\
\
\
r......,.-

I ,, ' ' I
'
I
' - j_ \-- - ---'>
'
I
I
'
I
'
\
I
I
I
I
I
I
I
\
\
-,-
•
' ' ·---\_ --+----------------- ~ --------
,,,
,,,
.¥-1rF"""'j '
I
I
\
\
'
\
\,
'\\.
',
\
\
\
\
\
-
I
tj
'
'
'bf,.O ARo~ ~~ ..,~
C, ~
::J '".:i
DOUGLAS W. BURDGE
~ C-16899 :!5 .,,. RENEWAL ~ ~ 11/30/20 0,-
0p CA.\.\t
DGE
TECTS
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-0.3

AREA TABULATION
BLUFFTOP 1, LLC
25 87
654321
UP
1 2
3 4
UP4R(7 1/2") 3 G(11")
1 2
3 4
5 UP
11R(6 21/32")
10 G(11")
W DR
48" RANGE
17'-6" x 27'-6"
11'-8" x 25'-6"
11'-9" x 25'
5' x 8'
6'-4" x 8'
6' x 8'
5'-5" x 21'-5"
8' x 8'-6"
6' x 8'
5'-6" x 9'-6"
11'-9" x 19'
7' x 15'-6"
9'-6" x 13'
5'-6" x 8'-2"
5' x 5'
6' x 3'
6'-6" x 3'
2'-11" x 6'-1"
5'-9" x 12'-6"
L
L
L
L
C
C
TUB
(36"x66")
SHOWER
TOILET

LIN LIN
GARAGE
115
27'x30'
CH: 198.00"
MSTR. BATH
114
CH: 96.00"
MSTR. BDRM
109
CH: 96.00"
WIC
113
CH: 96.00"
BATH#2
111
CH: 96.00"
PWDR#2
108
CH: 96.00"
MUD
112
CH: 96.00"

LAUNDRY
109
CH: 96.00"

KITCHEN
105
CH: 96.00"
DINING RM.
104
CH: 96.00"
LIVING RM.
102
CH: 126.00"
WIP
107
CH: 96.00"
FOYER
101
CH: 120.00"
HALL#1
110
CH: 96.00"
STOR.
106
CH: 96.00"
COAT
103
CH: 96.00"
1 2
3 4
5 L
L
-3"
-4"
23' x 23'-5"
7' x 10'
5' x 3'
5' x 5'
STUDY / BR 2
201
CH: 96.00"
BATH #2
202
CH: 96.00"
STOR.
203
CH: 96.00"

ADU LIVING
204
CH: 84.00"

ADU DINING
205
CH: 84.00"

ADU BATH
206
CH: 84.00"

ADU BDRM
207
CH: 84.00"
1 2
3 4
5 6
7 8
UP
1 2
3 4
UP
4R(8")
3 G(11")
1 2
3 4
5 UP
11R(7")
10 G(11") 5' FD PATH
5'

FD PATH
5'

FD PATH
10'
18'
10'
18'
10'
18'
5'
5'
F.D. ACCESS

68.00'

67.75'

70.50'
F.F. FOYER

68.00'
F.F.

70.25'
7'

68.00'

67.75'

68.00'

68.00'
10'
18'
20'
10'
57'-3"
75 80
85 90
GATE
WM

SPEED BUMP

KEY PAD
GATE

WV SPEED BUMP
WM
GM
GATE
WM
B
WV
FH
GATE
GATE
GV

SPEED BUMP

88.36 94.38 TW

88.58 FS

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 FS
-
-
-
-
-
-
-
-
-
-
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MEAN HIGH TIDE LINE 1957
85 86 87 88 89 90
80 82 83 84
81 75
76 83 77 78 79
84 68'
69'
71'
69'
68'
67'
68'
67'
68'
69'
69'
68'
70'
71'
68'
68' 69'
70'
71'
SHED

FILTER FENCE

WOOD FENCE

WOOD FENCE
GATE

HANDRAIL

PILASTER

RET WALL

72.76 EP

63.21 49.54

21.19 RD RD

73.10 GB

72.38 GB
BBQ
BBQ

71.46 71.60

72.28 72.58

73.28 71.83

72.52 72.95
9"
8"
6"
6"
7"
6"
7"
6"
6"

17.1 16.8

29.9 22.6

16.2 24.7

24.3 12.5

21.2 30.4

51.6 13.3

24.2 11.5

25.0 31.3

47.7 46.0

41.8 40.1

16.2 17.3

40.8 STEPS

59.98 52.68 EC

47.74 EC

22.40 11.77 17.59 EC GATE

63.62 EC
GATE

5.5 5.7

5.9 7.8

8.2 8.1

8.7 2.6

2.7 3.0

3.5 3.7

4.2 4.6

4.9 5.2

5.1 7.3

7.2 7.3

7.4 7.6

47.8 54.0

37.3 36.2

35.7 47.3

43.2 58.1

58.8 59.0

32.6 40.3

51.3 39.0

43.4 34.7

23.8 67.2

67.7 66.7

66.1 65.8

66.2 65.5

67.7 66.9

66.8 68.0

70.5 70.7

70.7 67.0

67.4 64.99 EC

65.56 EC

65.82 EC

65.79 EC

64.98 EC

66.46 EC 70.97 EC

66.24 EC

70.39 EC

69.00 EC
AD AD
AD

10.4 DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT

CONCRETE
UV
CONC

CONCRETE

CONCRETE
SAND

53.1 52.0

ASPHALT ROADWAY
SAND
SAND

FILTER FENCE
WOOD
DECK
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

PACIFIC OCEAN

65.1 66.1

66.7 66.2

66.5 66.0

65.1 TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

65.4 65.5

66.7 66.5

66.6 66.4

65.9 65.4

66.5 66.5

66.2 66.5
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 60
35 40
45 50
55 20
25 30
10 15
5 9.7

9.9 10.6

9.7 10.6

11.1 DRIP LINE

71.78 EP

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8

70.5 70.7
MEAN HIGH WATER LINE AS MEASURED 4/17/2024
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
70'
71'
72'
-2.5% -2.5% -1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
70'
69'
71'
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9% -9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%
-5.0%

4.4%
-5.0%
68'
(E) PAVING D.G.

TO REMAIN
-11.4%
-5.0%
-37%
-15.6%
S 88º 27' 29" W 162.98'
DEED

RESTRICTION
AREA
1 2
3 4
5 DN
5R(7")
4 G(1'-5")
59 sq ft
60 sq ft
117 sq ft
880 sq ft
3,256 sq ft
617 sq ft 19 sq ft
4,554 sq ft
78 sq ft
310 sq ft
IMPERMEABLE COVERAGE LEGEND:

BUILDING FOOTPRINT 3,256 SF
CONCRETE SLABS 997 SF
(E) ASPHALT PAVINGS 78 SF
PERMEABLE AREAS:

INTERLOCKING PAVERS 4,554 SF
MISC PERVIOUS PAVERS 736 S.F.
(E) DECOMPOSITE GRANITE 310 SF

LANDSCAPE
PLAN
NORTH
SCALE: 1" = 20'
3 IMPERMEABLE COVERAGE
20' DRIVEWAY EASEMENT AREA
(E) PAVING D.G. TO REMAIN

NO CHANGES PROPOSED
P.L.

MAX. ALLOWABLE TOTAL DEVELOPMENT AREA
MAX. ALLOWED FLOOR AREA = 5,541 SF

PROPOSED TOTAL DEVELOPMENT AREA

FIRST FLOOR: 2,465 SF +
ATTACHED GARAGE: 791 SF +
SECOND FLOOR: 776 SF =
SUB TOTAL: 4,032 SF +
ADU ABOVE GARAGE: 824 SF =
GRAN TOTAL: 4,856 SF
PROPOSED TDSF: 4,856 SF < 5,541 SF MAX ALLOWED
MAX. ALLOWABLE IMPERMEABLE COVERAGE
MAX. AMOUNT OF IMPERMEABLE COVERAGE:

LOT AREA 28,637 x 30% = 8,591 SF
PROPOSED IMPERMEABLE AREA:

BUILDING FOOTPRINT: 3,256 SF +
CONCRETE SLABS: 997 SF +
(E) ASPHALT: 78 SF =
TOTAL IMPERMEABLE AREA: 4,331 SF <8,591 SF MAX ALLOWED
776 sq ft
824 sq ft
ADU
2ND FLOOR

HABITABLE AREA
GARAGE
791 sq ft
2,465 sq ft

MAIN HOUSE
GARAGE
SCALE: 3/32" = 1'-0"
2 AREA - SECOND FLOOR
SCALE: 3/32" = 1'-0"
1 AREA - FIRST FLOOR
143
CJ
= L;._=J
CJ
[[JJ
~
CJ
CJ
' ' ' ' '
•
0 \"
===============--
~ AA AAA
Ir-CJ j
~
\ ·~ '-=---.._/--
-,
'
'
'
'
'
'
' C
"
"
"
"
"
'
'
'
~
/ ' " '
,,,/}~-::::=~}?~====~=
' ' ' '
I
I -
I
I
I
'
,-
=:Jlllllllll
-, --·'
I I
'
'
' C
0 .
·--
' J l t
··. _j
, _ , , ' ,I
---------·
Jr
----·
I
I·
'
'
'
'
'
'
,---
1---
l--
•
'
'T---------~
11 I
Ol
• • •
' -------'-
'
' '

L ' I -,
' '
'
'
'
'
'
'
'
'
~ /
\
El
-
--------
I I
- =2'1---= - -- ---------------
---------------r----- '
'
'bf,.O ARo~ ~~ ..,~
-I
~ ~ -I
DOUGLAS W. BURDGE
CP C-16899 - ;..,. ~ .., RENEWAL ~ :>, 11/30/20 ~
~o,,.. ,.o
r CA.\.\'
DGE
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-0.4

OVERLAY SURVEY TO

ROOF PLAN
BLUFFTOP 1, LLC
25 28'-8 1/2"

PROPOSED

FRONT YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
21'-4 1/4"
REQ. SIDE YARD
SETBACK 15%
2'
(TYP.)

85.21'
5'-11"
2'-7"
2'-1/4"
1'-10 3/4"
5'-11"
5'
5'
2'-1"
5'
5'
2'
2'
2'
2'
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
50'
T.O.BLUFF SETBACK
T.R 80.58'
N.G 67.45'
F.G 67.45'
H=13.13'
T.R 80.58'
N.G 67.56'
F.G 67.56'
H=13.02'
T.R 85.58'
N.G 67.79'
F.F 68.00'
H=17.79'
T.R 85.58'
N.G 67.58'
F.G 67.58'
H=18.00'
T.R 77'
N.G 67.67'
F.G 67.67'
H=9.33'
T.R 77'
N.G 67.79'
F.G 67.79'
H=9.21'
T.R 77'
N.G 68.00'
F.G 68.00'
H=9'
T.R 77'
N.G 68.00'
F.G 68.00'
H=9'
T.R 77'
N.G 67.80'
F.G 67.80'
H=9.2'
T.R 85.58'
N.G 68.00'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.00'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.49'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.30'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 69.28'
F.G 67.71'
H=17.87'
T.R 85.58'
N.G 69.08'
F.G 67.92'
H=17.66'
T.R 77'
N.G 69.05'
F.G 67.67'
H=7.95'
T.R 77'
N.G 68.88'
F.G 67.75'
H=8.12'
T.R 77'
N.G 69.40'
F.G 67.19'
H=7.6'
T.R 85.58'
N.G 69.13'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.86'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.94'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.86'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 69.32'
F.G 69.74'
H=16.26'
T.R 85.58'
N.G 68.82'
F.F 70.50'
H=16.76'
T.R 80.58'
N.G 68.63'
F.G 68.00'
H=12.58'
T.R 80.58'
N.G 68.99'
F.G 68.00'
H=12.58'
T.R 85.58'
N.G 68.49'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.40'
F.F 68.00'
H=17.58'
LINE OF 50' BLUFFTOP SETBACK
REQ. SETBACKS

PROPOSED
56% REQ. FYSB
REQ. FYSB
TOP

PARAPET
77'
TOP

PARAPET
77'
T.R 80.58'
N.G 67.75'
F.G 68'
H=12.83'
T.R 85.58'
N.G 69.15'
F.G 67.19'
H=16.43'
T.R 85.58'
N.G 69'
F.G 67.17'
H=16.58'
T.R 85.58'
N.G 69'
F.G 67.92'
H=16.58'
T.R 85.58'
N.G 69.24'
F.G 67.75'
H=16.34'
T.R 85.58'
N.G 69.24'
F.G 67.75'
H=17.58'
TOP

PARAPET

85.58'
T.R 85.58'
N.G 67.68'
F.G 67.68'
H=17.9'
T.R 80.58'
N.G 67.71'
F.G 67.71'
H=12.87'
TOP

PARAPET

80.58'

UPPER FLAT ROOF
AT +85.58'

LOWER ROOF
AT +77'

UPPER ROOF
AT + 85.58'

FLAT ROOF

LOWER ROOF
AT +80.58'
PLAN
NORTH
NOTES:

LEGEND
T.R.= TOP OF ROOF
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
H= HEIGHT OF BUILDING
SHED

FILTER FENCE

WOOD FENCE

WOOD FENCE
GATE

PILASTER

STRAW WATTLE

RET WALL

72.76 EP

63.21 49.54

21.19 RD RD

73.10 GB

72.38 GB
BBQ
BBQ

71.46 71.60

72.28 72.58

73.28 71.83

72.52 72.95
9"
8"
6"
6"
6"
7"
8"
6"
7"
6"
6"

17.1 29.9

22.6 16.2

24.7 24.3

12.5 21.2
STRAW WATTLE (TYP.)
STRAW WATTLE (TYP.)

30.4 51.6

13.3 24.2

11.5 25.0

31.3 47.7

46.0 41.8

40.1 16.2

17.3 STEPS

59.98 52.68 EC

47.74 EC

11.77 17.59 EC GATE
GATE

5.9 7.8

8.2 8.1

8.7 3.7

4.2 4.6

4.9 5.2

5.1 7.3

7.2 7.3

7.4 7.6

47.8 54.0

37.3 36.2

35.7 47.3

43.2 58.1

58.8 59.0

32.6 40.3

51.3 39.0

43.4 34.7

23.8 67.2

67.7 66.7

66.1 65.8

66.2 65.5

67.7 66.9

66.8 68.0

70.5 70.7

70.7 67.0

67.4 64.99 EC

65.56 EC

65.82 EC

65.79 EC

64.98 EC

66.46 EC 70.97 EC

66.24 EC

70.39 EC

69.00 EC
AD AD
AD

10.4 DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT

CONCRETE
UV
CONC

CONCRETE

53.1 52.0

ASPHALT ROADWAY
SAND
SAND
STRAW WATTLE (TYP.)
STRAW WATTLE (TYP.)

FILTER FENCE

STRAW WATTLE
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
33008 PACIFIC COAST HWY.

APN: 4473-017-009
1 STORY WOOD & STUCCO BUILDING
33006 PACIFIC COAST HWY.

APN: 4473-017-008

65.1 66.1

66.7 66.2

66.5 66.0

65.1 TOP OF BLUFF

TOP OF BLUFF

TOE OF BLUFF

65.4 65.5

66.7 66.5

66.6 66.4

65.9 65.4

66.5 66.5

66.2 66.5
45 40
35 25
20 15
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
60 35
40 45
50 55
20 25
30 10
15 5

9.7 9.9

10.6 9.7

10.6 11.1

DRIP LINE

WOOD FENCE
GATE
GATE

71.78 EP
10" (2)

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8

68.2 70.5

70.7 71.0

71.46 EC
DIRT
GATE
BOX
MEAN HIGH WATER LINE AS MEASURED 4/17/2024

PORTABLE

GREENHOUSE
70 ℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)

DRIP LINE
(E) PAVING D.G.

TO REMAIN
S 88º 27' 29" W 162.98'
DEED

RESTRICTION
AREA
SCALE: 1/8" = 1'-0"
1 SURVEY
144
\
'
\ I \
I ', I
' \
\ \ \ I
\
\
I
I
I
I
I
I
' \
\
\
I
I
I
I
I
\
I
\
\
' \
I
\
I
\
\
' \
I
I
I
' \
\
\
I
I
I
\
\
\
\
I
\
\
\
' \
\
\
\
\ ' \ \
\ \
' \
I '1
\I
\
\
' C
\,
',\
',
' \
\
' \
' I
\
\
' \
' \
' \
' \_
\\
\
\ --
\
\
; I I \
/ 1 I \
I I I 1
Ii' i I

I I I I
I I 1' I I
\
I
I
\
\
1/1,\ \
\
\
\ \ \
\
I \
\
\
\
I
\
llil
\
'
I
I
I \
\
\ \ \ \ \ \ \ \ \ \
\
•,
·.

I
\
\
I
I
I
I
I
I
L
I
I
I
\
\
\
\
\
\
\
\
\
I
I
0 I
I
I
I
I
I
I
!
I
I
I
I
r1
I
\
\
\
I
-\ .,.....-
\
- .:: .::f ::r - ,-.,_ --------- - .J I
I
I
I
I
l l
I
I
f
' \
'
'
)
I
--v
I I
I I
I I
,,
I
I
\
\
\
'
I
I
'
'
'
'
'
'
'
' v '
i
'
'
' 0
',
-,(
\
\
\
\
I
\
\
\
''
\ ' ,·
/
// \
I \
I
I \
\
~ \
l
-------rr-1----~------------...:..._ I ,I \
I r+ --- - -- -- - -----
\
1 I '
I I \
/ / \ JI II .l__ ______ _
,. - - --------J ·-j
\
\
\
\
\
\
\
\
__j___
/
'
'
'
'
'
'
'
'
'
'
'
'
\,,
\
\
\
\
\
\
\
",
I
I
I
\
\
\
\
\ __ ·--·.

I
i
i,O ARo~
~'o "'>. ~ ~ ~ -I
..,DOUGLAS W. BURDGE
C-16899 :!5
CP
;_,. RENEWAL ~ ~
-v;,, 11/30/20 <co ~ Op CA.\.X
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-0.5
FIRE DEPT. PLAN
BLUFFTOP 1, LLC
25 (N) 4" THK CONC O/ 4"
THK CLASS 2 BASE MAT

DRIVEWAY
A —> A1 = 100'
B —> B1 = 139'

FIREFIGHTER WALKING ACCESS

HOSE PULL DISTANCE
FIRE DEPT. VEHICULAR
ACCESS
FIRE DEPT. LEGEND
3,758 SQ.FT.

BUILDING AREA UNDER

HORIZONTAL PROJECTION

ROAD DETAIL (TYP)
FIRE DEPT. WALKING
ACCESS
3,256 sq ft
1 %
2 %
2 %
4 %
1 %
2 %
11'-10"
11'-9"
13'-8"

FIRE DEPT

TURNAROUND
2% MAX
70'
20'
50'
20'
20'
15'-9"
18'-1"
18'
16'-11"
17'-8"
16'-4"
11'-1"
19'-10"
20'
20'-2"
19'-1"
19'-7"
19'
23'-4"
DRIVEWAY GATE CLR.
5'
5'
(E) 4"x2.5" F.H.

AS IS
APN.
4473-017-008
APN.
4473-017-009
APN.
4473-017-003
APN.
4473-018-002
APN.
4473-018-003
DISTANCE FROM "A" TO "A1" IS 100'
A
A1
B1
DISTANCE FROM "B" TO "B1" IS 139'
PAVERS
PAVERS
PAVERS
D.G.

D.G.

PAVERS

CONCRETE
B
R 42'
R 42'
R 22'
R 22'
20'
20'
20'
R 32'
R 32'
18'
17'-5"
17'-6"
18'-4"
17'-4"
16'-11"
20'-3"
21'-11"
21'-8"
24'-3"
(E) 4"x2.5" F.H.

APN.
4473-017-002 APN.
4473-017-001
APN.
4473-018-001

P U B L I C R O A D W A Y
6'6'
3'-6" 2'-6"
3"
20' MIN. CLEAR OPENING
3'
F.G. @ GATE SEE

GRADING PLAN

STAINLESS STEEL

BOTTOM FULL PANEL

TOP STAINLESS STEEL

MESH OPEN/PERMEABLE

NON VIEW-OBSCURING
(N) 1.5'x1.5'
POST

PLACE ADDRESS
PER FIRE DEPT.

REQ. MIN 5"

PROVIDE KEY BOX
PER FIRE DEPT.

REQUIREMENTS
MAN
DOOR
(N) 1.5'x1.5'
POST (TYP.)
33008
PLAN
NORTH
SCALE: 1" = 10'
1 SITE PLAN - FIRE DEPT ACCESS
SCALE: 1/4" = 1'-0"
6 20' DRIVEWAY GATE

DASHED LINE INDICATES

ACCESS ROADWAY
DISTANCE OF F.H. TO P.L. = 720'
20' MIN. WIDTH CLEAR DRIVEWAY GATE

TO BE MAINTAINED OPERATIONAL AT ALL TIMES
20' MIN. WIDTH CLEAR DRIVEWAY GATE

TO BE MAINTAINED OPERATIONAL AT ALL TIMES
SEE DET 7/A-0.5

KEY BOX FOR FIRE DEPT

REQUIREMENTS
(E) PUBLIC FIRE HYDRANT
IN FRONT OF 33050 PCH
4"x2
1/2"
Fire Flow:
1,250 GPM, 20 psi, 1-hr

FIRE DEPT TRUCK TURNAROUND
MAX SLOPE 2% IN EVERY

DIRECTION

CERTIFIED PAVING PER FD CODE

MATCH LINE

NEW ONE-STORY
SiNGLE FAMiLY

RESIDENCE

FIRE DEPARTMENT NOTES
1) PROVIDE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET, EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 503.6 AND AN UNOBSTRUCTED VERTICAL CLEARANCE "CLEAR TO SKY" FIRE DEPARTMENT VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR BUILDING WALLS. FIRE CODE 503.2.1
2) AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BY FIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.
3) PROVIDE APPROVED SIGNS OR OTHER APPROVED NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING - FIRE LANE. SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS

ROADS, TO CLEARLY INDICATE THE ENTRANCE TO SUCH ROAD, OR PROHIBIT THE OBSTRUCTION THEROF AND AT INTERVALS, AS REQUIRED BY THE FIRE INSPECTOR. FIRE CODE 503.3.
4) ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2-1/2", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND

SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 8.
5) FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 501.4
6) WHEN SECURITY GATES ARE PROVIDED, MAINTAIN A MINIMUM ACCESS OF 20 FEET.

THE SECURITY GATE SHALL PROVIDE AN APPROVED MEANS OF EMERGENCY OPERATION

AND SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES AND REPLACED OR REPAIRED WHEN DEFECTIVE. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE

DESIGNED, CONSTRUCTED, AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. GATES SHALL BE OF THE SWINGING OR SLIDING TYPE. CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY ONE PERSON. FIRE CODE 503.6.
7) APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED

BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS

SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCHES. FIRE CODE 505.1
8) CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325
9) DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE PROVIDED WITH AN APPROVED FIRE DEPARTMENT TURNAROUND. FIRE CODE 503.2.5 10) FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE PROVIDED WITH A 32-FOOT CENTERLINE TURNING RADIUS. FIRE CODE 503.2.4
11) THE GRADIENT OF FIRE DEPARTMENT VEHICLE ACCESS ROADS SHALL NOT EXCEED 15% UNLESS APPROVED BY THE FIRE CODE OFFICIAL. FIRE CODE 503.2.7 12) A MINIMUM 5-FOOT WIDE APPROVED FIREFIGHTER ACCESS WALKWAY LEADING FROM

THE FIRE APPARATUS ACCESS ROAD TO THE BUILDING EXTERIOR OPENINGS SHALL BE PROVIDED FOR FIREFIGHTING AND RESCUE PURPOSES. FIRE CODE 504.1 13) GRADE BREAKS SHALL NOT EXCEED THE MAXIMUM ANGLE OF APPROACH OR DEPARTURE FOR FIRE DEPARTMENT APPARATUS.
15) FIRE DEPARTMENT VEHICULAR ACCESS ROADS SHALL BE HARDSCAPE ALL-WEATHER ACCESS IN ACCORDANCE WITH THE DEPARTMENT'S ALL-WEATHER ACCESS REQUIREMENTS.

FIRE CODE 503.2.3
14) FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS.

TEMPORARY SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN THE CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES. SIGNS SHALL BE OF AN

APPROVED SIZE, WEATHER RESISTANT, AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. FIRE CODE 505.1
15) PROVIDE AN APPROVED INTERIOR AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

THE RESIDENCE, ANY ATTACHED GARAGES AND IN ALL CONCEALED SPACES IN ACCORDANCE WITH NFPA 13. THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA#13D WITH THE MOST REMOTE AREA WITH FOUR SPRINKLER HEADS, FLOWING

SIMULTANEOUSLY
REASON: FIRE CODE 903.2.8 AND 903.2.11.7
TYPE OF FIRE SPRINKLER SYSTEM: FIRE CODE 903.3.1.3 - NFPA 13D 16) THE INSPECTION, HYDROSTATIC TEST, AND FLUSHING OF THE FIRE SPRINKLER PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.6

FIRE FLOW AVAILABILITY
THE REQUIRED FIRE FLOW FOR FIRE HYDRANTS AT THIS LOCATION IS 1,250 GPM, AT 20 PSI RESIDUAL PRESSURE, FOR A DURATION OF ONE (2) HOUR OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. FIRE CODE 507.3 AND APPENDIX B105.1 APPENDIX B.

THE REQUIRED FIRE FLOW IS BASED ON THE FOLLOWING CALCULATION:

FLOOR AREA OF THE BUILDING: 4,856 SQ.FT.

TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE VB
VHFHSZ: YES
SIZE OF LOT (ACRES): 0.88 AC
FIRE FLOW BASED ON THE FIRE-FLOW CALCULATION AREA: 1,750 GPM REDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%): 500 GPM
TOTAL FIRE FLOW REQUIRED: 1,250 GPM (MINIMUM)
SHEET 1 of 2
SHEET 1 of 2

FOR THE DRIVEWAY PROFILE PLEASE

SEE THE FOLLOWING SHEET CIVIL
ENGINEER C-6.0
1 2
3 4
5 6
7 8
UP
1 2
3 4
UP
4R(8")
3 G(11")
1 2
3 4
5 UP
11R(7")
10 G(11") 5' FD PATH
5'

FD PATH
5'

FD PATH
10'
18'
10'
18'
10'
18'
5'
5'
F.D. ACCESS

68.00'

67.75'

70.50'
F.F. FOYER

68.00'
F.F.

70.25'
7'

68.00'

67.75'

68.00'

68.00'
10'
18'
20'
10'
57'-3"
75 80
WM

SPEED BUMP
GATE

WV SPEED BUMP
WM
GM
GATE
WM
B
WV
FH
GV

SPEED BUMP

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 FS
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
80 82 83
81 75
76 83 77 78 79
84 68'
69'
71'
69'
68'
67'
68'
67'
68'
69'
69'
68'
70'
71'
68'
68' 69'
70'
71'
SHED

WOOD FENCE

WOOD FENCE
GATE

PILASTER

72.76 EP
RD

73.10 GB

72.38 GB
BBQ

71.60 72.28

72.58 73.28

71.83 72.52

72.95 GATE
7"

67.2 67.7

67.7 66.9

66.8 68.0

70.5 70.7

70.7 67.0

66.46 EC 70.97 EC
DIRT
DIRT
UV
CONC

CONCRETE

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

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

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

65.1 66.4
65 DRIP LINE

71.78 EP

69.6 70.2

69.4 70.1

68.4 69.8

69.0 68.3

68.1 68.8

70.5 70.7
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
70'
71'
72'
-2.5%
-2.5%
-1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
70'
69'
71'
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9%
-9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%
-5.0%

4.4%
-5.0%
68'
(E) PAVING D.G.

TO REMAIN
-11.4%
-5.0%
-37%
-15.6%
1 2
3 4
5 DN
5R(7")
4 G(1'-5")
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
104.81 FS
105.29 TB
85 90
95 100
105
PP# 1059789E
B
B
FH
MB'S

GATE MOTOR
MB'S

GATE MOTOR

EDS METER
RISERS
GATE

KEY PAD
GATE
GATE
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 FS

91.25 91.88

95.82 TW

90.22 FS

90.79 TB

88.36 90.53 FS

94.38 TW

88.58 FS

87.25 86.50

86.69 85.92

84.97 84.82
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

CONCRETE
20' GATE

3.5' GATE
85 86 87 88 89 90
95 96
97 98 99
100
92 93 94
101 102 103
104
84 P AC I F I C C O A S T H I G H W A Y
B
B
FH
145
-
•
\
I
I
I
I
I
' \
\
-■ -·
r-
' \
' '
I ' \
I \
\
' \
' '
-■
0 -■ ,-- -■ -■
\
' ' --\-~--
' " ,,
\ _',,------
' \
' ' ' ' ' ' \
' ' ' ' ' ' '
' ' ' '
-· -■
---+ -----
-
)---
\
\
\
---------~I --
___ ' ,--
' \
\\
\
__ .,
I
I
I
I
I
I
' - ---->"_.\-- - - ~\ -- -~ 1:,
- _J_'C_} ' ' ' '
·,,\
I
I
' '
\
\
' ' ' ' ' I
I
'
---_--r---J
' ' '
----------
+-
' I
' \
' \ • __ _l ___ J,
\ __ .,,,_--~
' ' ' -=======-1- _Jc- J--"--•'- --,,_:·
r---- ,
-■ -■ -■ --~ -~-
I
--,- I -------- 1
________ _
------------
'
'
'
'
0 /
/
\ \
-+ . / - ------ - --- ---- jj; ' , _ ___ L_---•
L
'"\--,~_-rc--:1-y-·1;-w---e>--->,--\-Cl- ---L"
L--' , __ , '
I
__L
/
/
--- --- --
l_
i I
----J--
_J
_J
__ ..., __ _
I
t-
--
\
-- --- I
I
••• 1
'
'
'
'
/
/
/
0 '
'
/
/
/
/
/
/
/
----- . • ......
\
\
\
\
-\-
\
\
\
\
\
\
\
\
I
I
I
I
I
I
C
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
,-
'
'
'
'
'
'
'
\
I
I
'
()
'
'
'
' --. ' \
,.
\ '·-/
'
'
'
'
'
'
'
'
'
'
'
'
•
'
' ' ' ' L
'
---i ----
,!.'.

I
\
\
I I '
----- \ I WWWWWWWW .. I --- -----l---------- / \ 1
------- - -- - -
'
-~---------
'
\ ~
' ~ \ '
',
' ,
' - /
j /
/
/ -
' ' '
/
/
/
'
'
'
'
'
\
\
0 C
----~---
-
~'of,.O ARo~ J, ..,~
::J ~ DOUGLAS W. BURDGE -I
~ C-16899 "'(
.,,>. RENEWAL ~ ~ 11/30/20 0~
Op CA.\.\t
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-1.1

FIRST FLOOR PLAN

PARTIAL
BLUFFTOP 1, LLC
25 6'2' 1'-4"
3'-8"
Sill 3'
3'-8"
5'-2"
Sill 3'
3'-8"
5'-2"
87654321
UP
1 2
3 4
UP4R(7 1/2") 3 G(11")
12 3
4 5
UP
11R(6 3/4")
10 G(11")
W DR
6'-10"
2'-6"
3'
2'-6"
17'7'
2'-8"
6'-8"
6'-8"
4'
6'-8"
2'-6"
5'-6"6'-8"
7'
9'
6'-8"
3'
6'-8"
2'-8"
3'6'-8"
7'
18'
3'
6'-8"
6'-8"
2'-6"
6'-8"
5'
6'-8"
2'-8"
3'6'-8"
6'-8"
3'-4"
6'-8"
3'-4"
2'-8"6'-8"
6'-8"
2'-8"
5'6'-8"
6'-8"
5'-6"
6'-8"
11'-4"
2'-3"6'-8"
2'-3"6'-7"
6'-10"
2'-6"
3'
6'-9"
6'-9"
5'-2"
3'
2'-6"
2'3'
2'-8"6'-8"5'-8"6'-8"2'-8"6'-8"
6'-8"
2'-8"
6'-8"
11'-3"
6'6'-8"
3'6'-8"
6'-8"
2'-8"
48" RANGE
17'-6" x 27'-6"
11'-8" x 25'-6"
11'-9" x 25'
5' x 8'
6'-4" x 8'
6' x 8'
5'-5" x 21'-5"
8' x 8'-6"
6' x 8'
5'-6" x 9'-6"
11'-9" x 19'
7' x 15'-6"
9'-6" x 13'
5'-6" x 8'-2"
5' x 5'
6' x 3'
6'-6" x 3'
2'-11" x 6'-1"
5'-9" x 12'-6"
N
A-2.1
1 A-4.1
B
A-3.2
B
A-3.2
S
A-2.1
W
A-2.2
E
A-2.2
C
A-3.2
E
A-3.2
G
A-3.3
H
A-3.3
14'-3"
SETBACK10%
4'
6"
4'
4'

67.75'

68.00'

67.75' 68.00'

67.75'

68.00'

70.25'
2'-8"

70.50'
4'
3'-6" 3'
3'
81°
7'-6"
5'-6"
3'
6'-4" 8'-11"
5'
5'
5'
5'
5'
5'
5'-1/4"
9'-4 1/2"
5'
4'-7 1/4" 8'-3/4" 4'-9" 8'-1 1/4" 4'-10 1/4"
30'-4 1/4"
4'-1 3/4" 18' 3'-10 1/2" 5'-6 3/4"
10'-3/4"
39'-7 3/4"
6'-3/4"
16'-4 1/2"
5'-6 3/4"
2'
13'
15'-3 1/2" 7'-6"
6'-6"
9'-5 1/2"
6'-1 3/4"
6'-6"
11'-10 1/4"
7'-5"
11'-7 1/4"
6'
12'
18'-9 1/4"
30'-4 1/4"
83'-6 3/4"
24'

68.00'

UFF SETBACK

68.00'

67.75'

67.75'
5'-11"
50'
T.O. BLUFF SETBACK
15'
OH
ROOF
O.H.
6x6 POST
(TYP.)
4" DRYER
VENT
UPPERS
+42" W/ OPEN

SHELVES
4"x12" FASCIA
(TYP.)
4"x12" FASCIA
(TYP.)

APPROXIMATE LOCATION

OF PROPOSED LEACH

FIELD AREA
6x6 POST
(TYP.)
6x6 POST
(TYP.)

TANKLESS
WH
6' HIGH

WOOD FENCE
OH
OH

DROPPED BEAMS
(TYP.)

PROPERTY
LINE
OH
OH
ROOF
O.H.

ROOF
O.H.

ROOF
O.H.
30"
MICRO/

OVEN (E) NEIGHBOR FENCE TO REMAIN
VERIFY FIREPLACE.

SPEC. W/ OWER
(3'x6')
10'x18'
10'x18'
(2) GUEST
PARKING 10'x18'
10'x18'
10'x18'
DW
20"x33"
SINK
TD
BI.
+36"
ISLAND
(4'x10')
CLOSET
TUB
(36"x66")
+18" HEARTH
PA. PA.

PA.

FX.

FX.
+18"
BENCH
COAT
HOOKS
1/8"
SLOPE
GLASS
SHOES

UTILITY
SINK
CONC. SLAB

ON-GRADE
96"
CH.
96"
CH.

SHOWER
42" R/F
W/ ICE
MAKER/
WATER

DISPENSER
TOILET
20"x30"
SINK
DECK
(5'x12')
68'
69'
69'
68'
68'
68'
69'
70'
71'
BENCH
CRAWL
SPACE
HATCH

LIN LIN
OPT
DOOR

WOOD FENCE

67.7 67.7

66.9 66.8

68.0 70.5

70.7 70.7

67.0 DIRT
DIRT
N72°43'51"W 144.72'
33006 PACIFIC COAST HWY.

APN: 4473-017-008

66.0 66.4

DRIP LINE
ST. TO ADU

69.6 70.2

69.0 68.3

68.1 68.8

70.5 70.7
70'
71'
-3.2%
-3.2%
-4.7%
-5.0%

5.0%
-5.0%

5.0%
-6.2%
-2.0%
-1.3%
-3.1%
-0.6%
1%
1%
-3.2%
-2.0% -1.0%
-0.9%
-1.2%
-10.0%
-8.9%
-9.1%
-9.0%
-18.9%
-5.0%
-4.6%
-9.5%
68'
-9.0%

4.4%
-5.0%
-37%
-15.6%
PATIOPAVERS

PATIO -
PAVERS
PATIOPAVERS
PAVERS
GARAGE
115
27'x30'
CH: 198.00"
MSTR. BATH
114
CH: 96.00"
MSTR. BDRM
109
CH: 96.00"
WIC
113
CH: 96.00"
BATH#2
111
CH: 96.00"
PWDR#2
108
CH: 96.00"
MUD
112
CH: 96.00"

LAUNDRY
109
CH: 96.00"

KITCHEN
105
CH: 96.00"
DINING RM.
104
CH: 96.00"
LIVING RM.
102
CH: 126.00"
WIP
107
CH: 96.00"
FOYER
101
CH: 120.00"
HALL#1
110
CH: 96.00"
STOR.
106
CH: 96.00"
COAT
103
CH: 96.00"
1 6'-8"
11'-2"
3'-6"8'
2'
4'-6"
28'-8 1/2"

PROPOSED

FRONT YARD
6x6 POST
(TYP.)
-3"
-4"
-6"
PLAN
NORTH
SCALE: 1/4" = 1'-0"
1 FIRST FLOOR PLAN
NOTES:
146
0 - --
- - - - -
0 -
\ \, \
I \ \
' --\-
I I
--I I
I I
-
' 11 \
---- I ~ -
' ' '
I I
I I
I I
I I
I I
I I
~' - ,.-- ' I I
\ I I
'
' I I
\ I I
k~
' ' ' '
' ' '
' ' '
- '
0 \
' ' ' I ' I
I
I
' ' ' '
' '
' ' '
\
0 L
' \ : \ ,rri-1- II I
I
I I ' 1 1 I
\
\
\
\
-
I
I
\
-,,:r_,,____ J
0 I
----, \
f
\
---\
\
\-~ I
_j
I
I
I
7 I
+
I
I_
I
-II
I
I
=1~~ ~
I
I •
I
I
I
-I
I
I
. ,
1111 _11 _11 I
1111 1111 I
--.L - = =:±
' I I
- .L
' I
= = :::j = I,---- I
I I I
-7
I
- I
-I
I
-IJ
I
-1- 7
- -+- _j.

I
I ¾- ___;
- ~ -
I
_J
-
I
I
I
- -=-F
,, I
- ---
--
-,_ -!A_Fp_A A 1A}-,1 --rrc_
f~ I ' lf-------------r-------------------t------- I
7 '" I :CJ I :
': ~ r---
I
I I
I I
I I
\
\
\
\
----\
\
\
-,-
\
\
\
\
\
t( - \
- -
- T. - -
L__~'=====:;::====--==-u,__ I I I
\
\
\
+
, ,
11 I 1 I
II I
IIL
11 I '
~ -- --
I
I
~ : I=
I
I
I
r
I
J
7 J
7 ',
·,....._,,
'-,,_
I I
I I
7r
I I
0 -... ,"'
-7
\
\
\
7 I
Q
\
' , , I ,
" ~I~ " ./'_ - "
I
\
I
\
\
\
\
y
_,_
\
\
\
- - -
\ +
\
I
I
I
\
I
I
I
I
I
I
I
-,
I
I
\
\ >
\~--------- -
\
\
\
\
- - \
'
\
i._.11_
' J~
1 II
' I II
I \,,:::.J•r
I
I I
-
,_,
-. '.,1_\i·.'~_:-3':-ii ~-
I I
I
I
I I
I
\ I', _ _ - - - - - - - - -
--d
'
'
'
'
_\_ - -
\
~
+
~
'
'
'
'
'
I '
I\
I '
I\
\
\_
\
i~,
- a I
7 I
I I
I I
I I
I I
I I
\
\
\
\ - \ -
\
\ -------------------, _____ \
\
\
\
I I
11--
\
\
\
'
I
0 7 I
I I
\
\--
\ . \,_ \ /
;-)1
'~?
}f,
<a
?j
-- -----!._,
- -
------ \ -------
- -
\----------,
\
_j _
/\
\
-
\
\
\
\
I
I
I - ,
\
\
-
- - \
\
I
I
I
I
\__----
------\
'
'
'
'
'
'
' ' '
'
'
\
'
', ' ' \ I
' ' ' ' \ I
-, '
·,
·,
\
', \
' ' '
~ ' '
, \
' '
' ' ' '
'
'
'
'
'
'
'
'
\\
' '
' ' ' '
'·,, \
' '
' '
' ' '
\
' '
' \
'
\
'
'
'
\
\
I
I
I
I
'
'
'
..,_-~ ---
I
I
I
\
I
\I
\1
I,
I',
I
I
'
'
'
'
---
'
'
'
'
'
'
'
'
'
'
'
\
\
--;---,-
- '
\
/.::·\',,,,,,~ --- --I \ \'
'
'
' I
'
'
I
I
I \
\ .\
I '\\, I •,
I
I
I
I
---
- - - - -
'
'
\
'
'
'
'
'
\
\
\
\
\
-
'
'
'
\
' \
'
I
I
I
'
'
'
'
-- -
•
'
'
'
'
'
'
'
' \
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
•
' ' '
'
'
'
' \ ' ' \
'
'
'
'
' \
'
' \
'
'
'
- -
1,, I>,
f--;7Y
< -...._ --/
'bf,.O ARo~ ~~ ..,~
-I
~ ~ DOUGLAS W. BURDGE
CP C-16899 :!5
;..,. _s
- RENEWAL §
,~ 11/30/20 0,-
0p CA.\.\t
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-1.2

FIRST FLOOR

PARTIAL,

TURNAROUND
BLUFFTOP 1, LLC
25 6'2'
1 2
3 4
UP4R(7 1/2") 3 G(11")
12 3
4 5
UP
11R(6 3/4")
10 G(11") 6'-10"
2'-6"
6'-8"
5'-6"
6'-8"
11'-4"
2'-3"6'-8"
6'-10"
2'-6"
GATE
3' x 6'
17'-6" x 27'-6"
5'-6" x 8'-2"
N
A-2.1
F
A-3.3
D
A-3.3
G
A-3.3
G
A-3.3
H
A-3.3
H
A-3.3
47'-2"

FRONT YARD SETBACK
50'
T.O.BLUFF SETBACK

68.00'

70.25'

70.50'
4'
4'-7 1/4" 8'-3/4" 4'-9" 8'-1 1/4" 4'-10 1/4"
30'-4 1/4"
4'-1 3/4" 18'
12'
18'-9 1/4"
30'-4 1/4"

GATE MOTOR
ROOF
O.H.
6x6 POST
(TYP.)
MAX 42" SOLID WALL

W/ FENCE ON
TOP TO MAX 6'
+42" W/ OPEN

SHELVES
6x6 POST
(TYP.)

DETENTION TANK

SEE CIVIL PLANS
WM
B
WV
FH

SPEED BUMP
-
VERIFY FIREPLACE.

SPEC. W/ OWER
(3'x6')
CLOSET
+18" HEARTH
PA. PA.

PA.

PA.
3060
GATE
3060
GATE
FX.
2% max
SLOPE
71'
67'
68'
67'
68'
69'
69'
68'
70'
71'
71'
SHED

WOOD FENCE

PILASTER

72.76 EP
RD

72.38 GB

72.28 72.58

72.52 7"

72.95 GATE

67.2 66.7

66.1 66.2

67.0 65.82 EC

66.46 EC

70.97 EC

66.24 EC
AD
UV
CONC

CONCRETE

ASPHALT ROADWAY
33006 PACIFIC COAST HWY.

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

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

71.78 EP

69.4 70.1

68.4 69.8

69.0 68.3
℄ OF 20.00' WIDE EASEMENT FOR

ROAD & UTILITY PURPOSES
RECORDED 3/18/1957 IN BOOK
53956 PG. 173, O.R. (PARCEL 2

OF LEGAL DESCRIPTION)
70'
71'
72'
-2.5%
-2.5%
-1.3%
-3.2%
-1.3%
-1.6%
-3.2%
-6.2%
70'
69'
71'
-3.2%
-9.0%
-5.0%

4.4%
68'
(E) PAVING D.G.

TO REMAIN
-11.4%
-5.0%

OUTDOOR PATIO -

INTERLOCKING PAVERS
PATIOPAVERS

LID BIO FILTRATION

PLANTER
LIVING RM.
102
CH: 126.00"
FOYER
101
CH: 120.00"
COAT
1 2
3 4
5 DN
5R(7 1/4")
4 G(1'-5")
3'-6"8'
2'
4'-6"
-6"
PLAN
NORTH
SCALE: 1/4" = 1'-0"
1 FIRST FLOOR PLAN
NOTES:
147
' ' ' ' ' ' ' i
' ' ' '
~ I
I
I
' ' ' ' ' '
-- --
-- --
\
\
\
LI
0 I
' '
~,:
\
\
C------f',,,,,,,, ,/
(
,---,--
/)
' I
'
'
' I
\
I I
I I
,_
,-
1 I
I I
I I
I I
I I
- - -,i,,
I
,//
I I
'
'
'
I
_ I L
I I
I I
,!_ I
TlI I
I I
I I
I I
I I
_J L
I
I
I
0 I I
_j I_
I I
I I
_J L
7,
I I
I I
I I
I I
1 +
J L -
=-'I,- -
I I
I I
I I
I
_I_
I
-- -1-
I
I
I ~I~
I
0 \
\ -- --,1---- \
'\ \
I \ \
L
I
l
I
I
I
I
I
I
'
I
I
L ____ L_
F-- ~ - ~ - -=-
I I
\
I I
I I
I I
I I
I I
I I
I I
I I
I I
J.
\
,<- 1
'.,,,J
-;,_ I
;. 1,,l ",
Ill 1_111_ 111
111 1111 111
\
\
0 \
\
\
'
I'
''=' ··"p
,._._
\' '
\
\
\
\
---\
\
\
\
\
\
\
\
\
\
\
-\- - - -
\
\
\
\
\ ----- --
'---- \ \
\
\
\
I
I
I
I
'
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
r
I
' I \/ \
_ ,_ I \ - - -,
I
\
\
\
I
-
I
I
I
I
I
- -
!
/-
- -
0-- .......--:--- ------
~
\,,, Q ... ,, _ - - - "-~
!
0 ----
- - -
- - -
'
\
\ -
\
- - - -
0 --
--
- - - ·-
I
I
I
.---•Le,..---'~
--------- / I
I I
\
~/~-',
\
-
I i
I
I
I
_I ,
-·-
'bf,.O ARo~ ~~ ..,~
-I
~ ~ -I
DOUGLAS W. BURDGE
~ C-16899 :!5 -,,._ RENEWAL ~ r-:. 11/30/20 0,-
~ Op CA.\.\t
'
' ' '
-
DGE
TECTS
t
)
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-1.3

SECOND FLOOR PLAN
BLUFFTOP 1, LLC
25 2'-6"3'-8"
Sill 3'
2'-6"
3'
Sill 3'-8"
1'-4"
2'-6"
Sill 5'-4"
1'-4"
2'-6"
Sill 5'-4"
1'-4"
2'-6"
Sill 5'-4"
6'-8"
2'-8"
6'-8"
11'-3"
6'
3'-5"
3'-8"
5'
Sill 3'
3'-8"
5'
Sill 3'
3'
3'-8"
3'
2'
Sill 3'-8"
3'
2'
Sill 3'-8"
6'6'6'6'6'6'
3'
4'-6"
3'
5'-7"
3'
5'-4"
3'
5'-6"
3'6'-8"
3'
5'-7"
2'-9"
5'-6"
2'-9"
11'-6" 2'-3"
2'-9"
6'-8"
2'-8"
2'-8"6'-8"
3'-8"
3'
Sill 3'
3'-8"
3'
Sill 3'
3'
2'
Sill 3'-8"
3'
2'
Sill 3'-8"
1'-4"6'-8"
3'
5'-7"
3'
5'-6"
3'-8"
3'
Sill 3'
3'6'-8"
2'-8"6'-8"
6'-8"
3'
6'-8"
10'
23' x 23'-5"
7' x 10'
5' x 3'
5' x 5'
N
A-2.1
1 A-4.1
B
A-3.2
B
A-3.2
S
A-2.1
W
A-2.2
E
A-2.2
C
A-3.2
D
A-3.3
E
A-3.2
G
A-3.3
H
A-3.3
28'-8 1/2"

PROPOSED

FRONT YARD

SETBACK
2'
(TYP.)
6'-7 1/2"
2'
2'
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
2'
(TYP.)
5'

76.60'
5'
2'
3' 3'
5'
5'
2'
(TYP.)
11' 6'-2 3/4" 3'-10 1/2" 18'
3'-8"
42'-9 1/4"
16'-10 1/4" 5'-9 1/4" 2' 5'-6 3/4"
30'-2 1/4"
24'-9 1/4" 18'
42'-9 1/4"
7'-9" 30'-2 1/4"
39'-7 3/4"
28'-3 3/4"
20'-1 1/2"
17' 16'-3/4"
5' 9'-6"
6'-8 3/4"
10'-1 1/4"
5'
2'-2 1/2"

76.60'

UFF SETBACK
50'
T.O.BLUFF SETBACK
6x6 POST
(TYP.)
42" GLASS RAILING
4"x12" FASCIA
(TYP.)
4"x12" FASCIA
BELOW (TYP.)
4"x12" FASCIA
BELOW (TYP.)
4"x12" FASCIA
BELOW (TYP.)
4' HIGH SCREEN

TANKLESS
WH
6x6 POST
(TYP.)

TRANSOM WINDOWS
44" LOW WALL
6x6 POST
(TYP.)
REQ. SETBACKS
44" LOW WALL

FLAT ROOF

CHIMNEY
(4) AC
UNITS
(5) STORAGE
DECK
(5'x12')
+36"
STOR.

STOR.

FUTURE ELEVATOR
BAR
SINK
CANOPY
18"
DW
24"
SINK
U/C
REF
STUDY / BR 2
201
CH: 96.00"
BATH #2
202
CH: 96.00"
STOR.
203
CH: 96.00"

ADU LIVING
204
CH: 84.00"

ADU DINING
205
CH: 84.00"

ADU BATH
206
CH: 84.00"

ADU BDRM
207
CH: 84.00"
6'-8"
5'-2"
6'-8"
5'-6"
6'-8"
11'-3"
6x6 POST
(TYP.)
PLAN
NORTH
SCALE: 1/4" = 1'-0"
1 SECOND FLOOR
NOTES:
148
I
\ \
\
\
\
\
\
\
\
I
\
I
\
\
\
I
\
I
\
I
\
- - ,
- - - -- - -
\ I \
\ \
1-:
\ \
I
\ \
I
\ \
I
'
\ \
\
\
I
\
I
\
I
\
I
\
I
\
\
\
I
\
----
\
- - - - --- - - \ \ --- - ---
I
\
\
\
I
\
\
\
I
\
I
\
I
\
\
\
I
\
I
\
I
- .J \
I
\
\
\
I
\
I
\
I
\
I
\
I
- - - - - -
\
\
\
I
\
I
\
\
\
I
\
I
\
\
\
I
\
I
--- -
\
\
\
I
\
-
\
\
I
\
I
-
1,-I>,
f----;7Y
< -...._ --/
'bf,.O ARo~ ~~ ..,~
-I
~ ~ DOUGLAS W. BURDGE
CP C-16899 :!5 ~ RENEWAL ~ ,~ 11/30/20 0,-
0p CA.\.\t
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-1.4

ROOF PLAN
BLUFFTOP 1, LLC
25 N
A-2.1
1 A-4.1
B
A-3.2
B
A-3.2
S
A-2.1
W
A-2.2
E
A-2.2
C
A-3.2
D
A-3.3
E
A-3.2
G
A-3.3
H
A-3.3
28'-8 1/2"

PROPOSED

FRONT YARD

SETBACK
14'-3"
REQ. SIDE YARD
SETBACK10%
2'
(TYP.)

85.21'
5'-11"
2'-7"
2'-1/4"
1'-10 3/4"
5'-11"
5'
5'
2'-1"
5'
5'
2'
2'
2'
2'

UFF SETBACK
50'
T.O.BLUFF SETBACK
T.R 80.58'
N.G 67.45'
F.G 67.45'
H=13.13'
T.R 80.58'
N.G 67.56'
F.G 67.56'
H=13.02'
T.R 85.58'
N.G 67.79'
F.F 68.00'
H=17.79'
T.R 85.58'
N.G 67.58'
F.G 67.58'
H=18.00'
T.R 77'
N.G 67.67'
F.G 67.67'
H=9.33'
T.R 77'
N.G 67.79'
F.G 67.79'
H=9.21'
T.R 77'
N.G 68.00'
F.G 68.00'
H=9'
T.R 77'
N.G 68.00'
F.G 68.00'
H=9'
T.R 77'
N.G 67.80'
F.G 67.80'
H=9.2'
T.R 85.58'
N.G 68.00'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.00'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.49'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.30'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 69.28'
F.G 67.71'
H=17.87'
T.R 85.58'
N.G 69.08'
F.G 67.92'
H=17.66'
T.R 77'
N.G 69.05'
F.G 67.67'
H=7.95'
T.R 77'
N.G 68.88'
F.G 67.75'
H=8.12'
T.R 77'
N.G 69.40'
F.G 67.19'
H=7.6'
T.R 85.58'
N.G 69.13'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.86'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.94'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 68.86'
F.G 68.00'
H=17.58'
T.R 85.58'
N.G 69.32'
F.G 69.74'
H=16.26'
T.R 85.58'
N.G 68.82'
F.F 70.50'
H=16.76'
T.R 80.58'
N.G 68.63'
F.G 68.00'
H=12.58'
T.R 80.58'
N.G 68.99'
F.G 68.00'
H=12.58'
T.R 85.58'
N.G 68.49'
F.F 68.00'
H=17.58'
T.R 85.58'
N.G 68.40'
F.F 68.00'
H=17.58'
LINE OF 50' BLUFFTOP SETBACK
REQ. SETBACKS
TOP

PARAPET
77'
TOP

PARAPET

85.58'
T.R 85.58'
N.G 67.68'
F.G 67.68'
H=17.9'
T.R 80.58'
N.G 67.71'
F.G 67.71'
H=12.87'
TOP

PARAPET

80.58'

UPPER FLAT ROOF
AT +85.58'

LOWER ROOF
AT +77'

UPPER ROOF
AT + 85.58'

LOWER ROOF FLAT ROOF
AT +80.58'
PLAN
NORTH
SCALE: 1/4" = 1'-0"
1 ROOF PLAN
NOTES:

LEGEND
T.R.= TOP OF ROOF
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
H= HEIGHT OF BUILDING
149
,--
.._ - -
.__ -
\
\
\
\
\
I
I
I
I
I
I
I
I ~+--t-------...-. r I
~
\
\
\
\
'
7 \
I '
I \
I
II I
II I
J
-
I - - - -- 7 -----------1 I
I
I
I
I
I
\
' \
\
---
\
I
\ \
I
\ \
I
\ \
I
\
I
\
\
\ \ I
\ \
~ \
\
\
--\-
\
\
\
\
\
_,
\
\
\
\
\
\
\
\
\ \
\ --- ~ --
'
\
\
~ -- ~----- \
\ \ \
--, \ \ \
/\ \ \
\ \ \
\ 11-- ~ \
\ \ \ ~ \
: \ -- \ ---- - _ \ _
I '---\----- \
f-T ' \ \
\
\ \ \
\ \ \
\ \ \
\ \ LL_-_ ---=--=--=--=7 I\
\ \ \
\ \ \
\ \ \
\
J
\ --- ' --- --- \ --- --- \ --- ---
\ \ \
\ \
- ------r--=~ ~ \ -- ====~~============r==D\ \ \
\ \~ \\ \ ~\ ~- I-i---------,,; \- - - - - - \ --\ - - - - - _: \_ - - \ - - - - - - - \
I \ \
I \ \
I \ \
I \ \
\ \ \
\ \ ' ------ \ \ \- I
--- '\ \ \ \ --- ,,
\
\ \ --------- \ \
\ \ ------ \ \\ --- 7( \
\ \ \
\ + \ \'
\
I
\
I
\
I
--- \
\
\ ,, \ ,,
\
\ \ I
\ I
\
I
\
I
'
I
\ \
_ _ _ ..,_ \L \ \ - -- ---------- -- -- ---\- - - --------------"' ~ \ - -- --~-----~- .,.--_ I I '
\
\
\
\
- - - - - - - - - - - - - - -
\------- ----
-
---
\
I
\
I
'
I
\
__. ---"\--r
\
I
\
\
'
I
\
\
\
\
I
\
I
\
I
\
I
\
I
\
I
'
I
\
I
'
I
\
I
\
I
\
I
\
I
\
I
\
I
\
I
'
I
...I
'
I
\
I
\
I
\
I
\
I
\
I
\
I
\
\
\
I
\
I
\
I
'
I
\
I
\
I
\
I
\
I
\
I
\
I
\
I
\
\
'
I
- - - - -- - - - - - - - - - - - -
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-2.1

ELEVATIONS NORTH
and SOUTH
BLUFFTOP 1, LLC
25 2' 7'-3"
9'-3"

67.75'

75.00'

77.00'
1'-11 3/4"
3'-1 1/4"
3"
10'-6" 2'
17'-10"

83.60'

78.50'

67.75'

68.00'

80.50'

85.58'
3'-5 1/4"
13'-1"
9'
17'-3/4"
17'-10"

TOP PARAPET
AT BACKGROUND 4"x12" FASCIA BOARD (TYP.)
PARAPET (TYP.)
4" VERTICAL METAL SIDING (TYP.) WALL FLASHING (TYP.)

CHIMNEY
STONE VENEER (TYP.)
N.G
N.G.
18' FROM N.G.

BACKGROUND

PORTION OF

THE HOUSE
FX.

FX.

TOP PARAPET ROOF

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR
FX.

FX.

TOP PARAPET

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ LIVING ROOM
FF @ FIRST FLOOR

TOP PARAPET
WOOD
DOOR

FINISHED GRADE
FX.

F.G
1'-11 3/4"
15'-10"
17'-9 3/4"

67.76'

83.60'

85.58'
1'-11 3/4"
7'
3"
7' 1'-7 1/4"
17'-10"

83.60'

75.00'

67.75'

68.00'

76.60'

85.58'
13'-5"
9'-4 1/2"

77.00'

TOP PARAPET
PARAPET (TYP.) 4"x12" FASCIA BOARD (TYP.) +42" HIGH SCREEN FENCE (4) AC. 4" VERTICAL METAL SIDING (TYP.)

CHIMNEY
STONE VENEER (TYP.)
N.G
N.G.
18' FROM NG

BACKGROUND

PORTION OF

THE HOUSE

BUILDING

IN BACKGROUND

TOP PARAPET
CEILING HEIGHT @ GARAGE
FF @ GARAGE

TOP PARAPET
FF @ SECOND FLOOR

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR
FX.

FX. FX.

FX.

FINISHEDG RADE
F.G F.G
SCALE: 1/4" = 1'-0"
1 NORTH ELEVATION
SCALE: 1/4" = 1'-0"
2 SOUTH ELEVATION
NOTES:

LEGEND
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
F.F. = FINISH FLOOR
F.S.= FINISH SLAB
LINE OF 18' FROM N.G.OR
F.G.WHICHEVER IS LOWER
150
-------------------------------------- - ~ -- _____________________ J ------ ----------~ ---- - ----------------1 -------------- -- ______ _______ -~'t==-=-=-=-=====-=-=--- 1l _____________________________________ ~ ___ ~ '
-
71 I
c ---------------------
-.i....:'!I" --------------------- T
I I l I I
--~--~ -----~-------
LJ ------------- ~ --- ~ 'bf,.O ARo~ ~~ ..,~
C, ~
::J '".:i
DOUGLAS W. BURDGE
~ C-16899 :!5 -,,-. RENEWAL ~ ~ 11/30/20 <c0,-
Op CA.\.X
--------Jo
---------------- --+ - =-=-::---- -------------------------- ... , "'. ~ -- - - - - - - - - - - - - - - --- -·--·-- ----- - -
- 1--... -,.._-_ _ - ""'- - ~ - - ~ - ....._- - - - - - _, --l""--"-~..,_...,_. - !"-""-_--:__::_ ----------- ____ _ _ _____ ---------------- -1------------------------~ - IL______________ ...,. l -"'! ___ - _ - _- - _ - _- _- - _ - _- _- - _- _- ~ - _- _ 7 __ - 7];::_===rT_'TT_ IITT7,T,'T7ITTTTT,TTT,TT,T7-,,-------ir7T---,nj-;:---------,i,- i=~,IT- -- --- -- ----- ------ ---- -- - - - -- - - --- -- - --- - ------ -- ----- -- - - -- - - ---- - -- -- - - --- -~ :: - - ::::: - - ::~: _____.,n - I I I I I I I I : :. [J [J
f
- - -
.l r I
~ I " r1- ] -
I - I I' I I - --------------------1
LJ_
--~ r - - 1 II
'
I
-
11 0 C '
... ~ ~ == =--=--=--=~-=-=_-=_+_=--_=--_=--_=-_=-_C=f_-=_-=_-=_-=_:..:_=--_=--_=--_=-_=-_-=:_:=:!_§l~-~-~-~-~l~~-~~~~~~~~~1~,~~~1~1 ~~~~~~~~~~~~~~.!..~~~~~~~~~~~!l,J:...d:l..H_:-:1:l.:-::l±- .±~:J:J:_·±Lt±..:·LIL-:...ttJ·-:...tt..i-:..t~Jt:::/=·=·-=·=-~.::11-1r:..:J-I-~--]l-::-J.:-=-]-l.::.JJ-l-.:: -_lll-Jl_l-l_~ll>-J.J_- LJJ_--Jl,.ll_ll_l__lJ ... _llll _Ll __________ ~=-~----4· ____ _ J..___ \ ------------ ----- ~ -- ---- - - \~_ ,__,,__ - - - - -
DGE
--------Jo
---
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-2.2
ELEVATIONS EAST and
WEST
BLUFFTOP 1, LLC
25 1'-11 3/4"
15'-10"
17'-10"

67.75'

67.76'

83.60'

85.58'
1'-11 3/4"
7'
3"
7' 1'-7 1/4"
17'-10"

83.60'

75.00'

67.75'

68.00'

76.60'

85.58'
1'-10" 2'
17'-10"
16'-8 3/4"
17'-11 3/4"
PARAPET (TYP.)
4"x12" FASCIA BOARD (TYP.)
4" VERTICAL METAL SIDING (TYP.) 4" VERTICAL METAL SIDING (TYP.)

BLDG IN BACKGROUND

TOP PARAPET
CEILING HEIGHT @ GARAGE
FF @ GARAGE
FX.

TOP PARAPET
FF @ SECOND FLOOR

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR
FX. FX.

FX.

FINISHED GRADE FINISHED GRADE
N.G N.G
F.G
18' FROM NG
3"
10'-6" 2'-1"
12'-10"

78.50'

67.75'

68.00'

80.58'
1'-11 3/4"
7'
3"
7' 1'-7 1/4"
17'-10"

83.60'

75.00'

67.75'

68.00'

76.60'

85.58'
3'-5 1/4"
9'-6"
3'-6"
13'-1 1/4"
13'
PARAPET (TYP.)
4" VERTICAL METAL SIDING (TYP.) 4"x12" FASCIA BOARD (TYP.) 4" VERTICAL METAL SIDING (TYP.) TOP PARAPET

TANKLESS WH

BUTT GLAZED CORNER

BUTT GLAZED
CORNER

BUTT GLAZED CORNER
N.G N.G
18' FROM NG

BUILDING IN BACKGROUND

BUILDING IN BACKGROUND
FF @ FIRST FLOOR
BOTTOM OF BEAMS @ LIVING ROOM AC.

TOP PARAPET

TOP PAPET
FF @ SECOND FLOOR

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR
FX.

FX. FX. FX.

FX.

FX. FX.

FINISHED GRADE FINISHED GRADE
F.G
F.G
SCALE: 1/4" = 1'-0"
1 EAST ELEVATION
SCALE: 1/4" = 1'-0"
2 WEST ELEVATION
NOTES:

LEGEND
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
F.F. = FINISH FLOOR
F.S.= FINISH SLAB
LINE OF 18' FROM N.G. OR
F.G.WHICHEVER IS LOWER
151
------------------------------------------------------------------- -------------L --------~----r-----------~r------------~------------------ - _....
------~- -------------------------1------------~----------- ----------,--1------+--------------------~- -----1----+------ ---------- --- ~ ------------------------------ ""'----..__, r r - ... -
'bf,.O ARo~ ~~ ..,~
-I
~ ~ -I
= DOUGLAS W. BURDGE
----- -- --- --
~ C-16899 :!5 .,,,_ RENEWAL ~ ~ 11/30/20 0,-
0p CA.\.\t
J
I
ll ' I
--0
- - __ --:-=\ _____________ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - .r---------------- - - - - - - - - - - - - - - - _____ .=-t.. _ ----------- -------- - - - ---- J ----------- ---- - -- --~ - - ___ , _
.... ,.. _____________ _
-,.- -;.- ...
'-· I '
1111111111111111111 II
- - - - - - -
I
I -
11 I

I ' - '
1 -
il -
' ' 111
r 1 -
"< ___ - J - - ' - r;,_,u·<') _JI ' '
' -- -- ---------------,~ ~-'19 J -~ ' ' ' - - - ' - - ' ' -' -- ~j - ---ff::i "-.( )- T T
-
l
,; -
C-- { (1/? ·, ,,,'•--cc;- I . ' ,, I 1k I I -,
f ij i ~ I /Tl
,, ,,, ,,, ,, ,,,
"-,;/ ----- ,, - ' ,,,
* ,,,
¥-- -lr·1L_"'- ,, - ,,, ' ' ,,, ,, ,,, ,,, ,, , 111 -
-- - '\ --- 1 ,, ,,, - ,,, ,, , 111 ' I -rr ,, ,_,
' ' ), .J,,
I I --'!.- I , ' / ::;,,- )
. ,,:.-,/ ' - - ,--------,;y-c__
;_ --- ; 1· - - r
1 iL~( :~-]\ ,./2..::
- ' - - - ' ' - -
11 11 '
1 -, l L - - - ' - - - - ' - - - - - I -~/- ,~--/rn--- -,- - - ' ' ' ' ' - ' - -- ' - -- ' ' - ' ' - - - -- - ' - - 1/ C--- ·"-.. \' - - ' - ' ' ' - ' - ' - - I/

I - - - ' '
11 1.-( ,d •-r---'- - ' - ' - - -- - - - 11 - - '
'0----C,, 1' ----)) ~~ - - - r+ ' ' ' - - - - ' ' I
L__ ' / ' - ,' ' ' - - ' -- -- ' - - - -'. 11s__.,,: - - - - ' 1 -,· ·,,\".. /:/ )'l ;/ ''\" )/ --ttLc.

I, - - v
- - ,,_ - ,,_ - - 11 11 - - - - ' - - - - , 7,1 n0 - "'1 --1 '1 - ' - - - - - - - ' / ,.___. ' _., ,.___ ' ' -- ' ' ' - - - - -- e---- I I - '7 ---_c_ 1 V -- _/ - - -- - r\'', - - - - - ' - - - - i ~ - t/ / '·r _: / j /··\-, ,,,(- - - - - - - - - ' - l '
ll ll - ' -I
- - - - -- I ·;:::, _/(, _/--.::.,,,,---:------::.<_ • .- ·, ) I-, - ' - - -r i,r --:~-----____,,._ ,11 /,r' :--,--,,- 1----. --- - - - - - - - - - - I - - - -- - - - - _, \ / '- ' \ '- ,_ ·- - - 4 ' ------ -- - - - - - - - - - - - - - _,__ - - - - - - - - - - - - - ---------- - - - -- ------- ...
...
________ :"!Ir __ ~ ~ -- -
- - - - - - ~ - - ....; _:,._ - - - - - -
--0 DGE
TECTS
---
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-3.1

PROPOSED SITE

SECTION A
BLUFFTOP 1, LLC
25 50'
17'-10 1/2"
18'

68.00'

76.60'

67.75'
5'-3/4"
O.H.
7' 7'
2'

85.58'
6'
O.H.

85.58'
CONC. GRADE BEAMS

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
4"x12" FASCIA
(TYP.) 6x12 BEAMS @ 7' O.C.
+ 42"
GLASS

RAILING

CONCRETE STEM WALL
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
N.G.

N.G.

PROPERTY LINE

BLUFF SETBACK
OCEAN
Pacific Coast Highway

DINING ROOM

OFFICE/
BR #2

LIVING ROOM

STORAGE
(FUTURE ELEVATOR)
TO
STAIR

FIREPLACE

CRAWL AREA
50'
40' 50'
17'-10 1/2"
18'

68.00'

76.60'

67.75'
5'-3/4"
O.H.
7' 7'
2'

85.58'
6'
O.H.

85.58'
CONC. GRADE BEAMS

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
4"x12" FASCIA
(TYP.) 6x12 BEAMS @ 7' O.C.
+ 42"
GLASS

RAILING

CONCRETE STEM WALL
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
N.G.

N.G.

PROPERTY LINE

BLUFF SETBACK
OCEAN
Pacific Coast Highway

DRIVEWAY

DINING ROOM

OFFICE/
BR #2

LIVING ROOM

STORAGE
(FUTURE ELEVATOR)
TO
STAIR

FIREPLACE

CRAWL AREA
50'
17'-10 1/2"
18'

68.00'

76.60'

67.75'
5'-3/4"
O.H.
7' 7'
2'

85.58'
6'
O.H.

85.58'
CONC. GRADE BEAMS

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
4"x12" FASCIA
(TYP.)
6x12 BEAMS @ 7' O.C.
+ 42"
GLASS

RAILING

CONCRETE STEM WALL
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
N.G.

N.G.

PROPERTY LINE

BLUFF SETBACK

DRIVEWAY

DINING ROOM

OFFICE/
BR #2

LIVING ROOM

STORAGE
(FUTURE ELEVATOR)
TO
STAIR

FIREPLACE

CRAWL AREA
40' 50'
Pacific Coast Highway
50'
17'-10 1/2"
18'

68.00'

76.60'

67.75'
5'-3/4"
O.H.
7' 7'
2'

85.58'
6'
O.H.

85.58'
CONC. GRADE BEAMS

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
4"x12" FASCIA
(TYP.)
6x12 BEAMS @ 7' O.C.
+ 42"
GLASS

RAILING

CONCRETE STEM WALL
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
N.G.

BLUFF SETBACK DINING ROOM N.G.

OFFICE/
BR #2

LIVING ROOM

STORAGE
(FUTURE ELEVATOR)
TO
STAIR

FIREPLACE

CRAWL AREA
Pacific Coast Highway
SCALE: 1" = 30'
1 SITE BUILDING SECTION A
SCALE: 1/8" = 1'-0"
3 SITE BUILDING SECTION A
SCALE: 1/8" = 1'-0"
5 SITE BUILDING SECTION A
SITE SECTION #A
SITE SECTION #A
SITE SECTION #A MATCH LINE

MATCH LINE
NOTES:

LEGEND
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
F.F. = FINISH FLOOR
F.S.= FINISH SLAB
LINE OF 18' FROM N.G. OR
F.G.WHICHEVER IS LOWER
152
/
/
/
/
/
/
I
I
/
/
/
_ __________ __ .:i, _ _ _
-------
---- ---------~ 7 ---- l,__ _ _j,I
---- ------· ---- ---~-- ----------------------------------- 'L
I
'
r
i
I
!
'
I
I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
---- ------------------- -------~--- ' '
------- I
--- I
----------~ I ------ I --------- I ---------------I
1 - - -
~'of,.O AFlo ~ "Y.,>. ~ ~ "-' Cl
DOUGLAS W -I ""- • BURDGE
'::,. C-16899 "'(
-V;,, RENEWAL ~ ~ 11/30/20 ~
Op CA.\.\tO
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-3.2

PROPOSED

SECTIONS B, C, E
BLUFFTOP 1, LLC
25 17'-10"

67.75'
18'
2'

67.67'
18'
1'-8 5/8"
7'
1"
7'-6 1/8" 1'-7 1/4"
17'-11"

83.86'

75.26'

67.67'

67.75'

76.86'

85.58'

85.58' 85.58'
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
F.F.

GARAGE

ADU LIVING ADU BDRM

TOP PARAPET
FF @ SECOND FLOOR

BOTTOM OF BEAMS
@ SECOND FLOOR

BOTTOM OF BEAMS
@ FIRST FLOOR
FF @ FIRST FLOOR

FINISHED GRADE
slope to drain
18'

68.00'

76.60'

67.75'
7'
7'
2'
2'
5'-11 1/2"
5'

85.58'

77.00'
CONC. GRADE BEAMS

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
4"x12" FASCIA
(TYP.)
6x12 BEAMS @ 7' O.C.

CONCRETE STEM WALL
8" CMU
+ 42" GLASS RAILING
+ 44" LOW WALL
N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER

KITCHEN/

DINING ROOM
FOYER
WIP
PWDR #2

LAUNDRY
STUDY/
BR #2
BATH #2

LIVING ROOM
SHOWER
PA.

TO
STAIR
16'-9 3/4"
18'

67.75'
17'-7"

68.00'

85.58'
CONC. GRADE BEAMS

CONCRETE

STEM WALL
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER
GARAGE

ADU DINING ADU BDRM
SCALE: 1/4" = 1'-0"
1 BUILDING SECTION B
SCALE: 1/4" = 1'-0"
2 BUILDING SECTION C
SCALE: 1/4" = 1'-0"
3 BUILDING SECTION E
NOTES:

LEGEND
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
F.F. = FINISH FLOOR
F.S.= FINISH SLAB
LINE OF 18' FROM N.G. OR
F.G.WHICHEVER IS LOWER
153
---i
I I 11 1
} _
t
y
- - .--- --
',.---
11 i
y
--0
j
L ------,_-=----=---=--=--=~==-==::S:, :::::::::""""T=I====-:::-..::.: --:::-:::.. --:1-t-~-:r::-===~--==-===========-===:::::::===-' - sn -_ --_-_ --=-1_ -- -.._ ----~,- - ----------- ..,. ____ _ ' ' ' '
' ' '
,
'
'
1/, -
,-------->
'
•
----------- ..,. _
--0
_ _ , __ - - - ___ ,--,
'
TT I 11 1----1
- 'II!'.

I II I'
I
I
I
I
J l~ T••_ =~~' lJ
LIL- L...
....

Ln.i
:r r
: I " I
.
- l I
Ll • ,,
I-
- -- " r - - - - - - -~
- -- - 7 -- - - - ~
- I : I
~/~~~~~~~·»/~k,:Z:0~~~ ,,~,,~-~~~n-r n~r---, ~ d-f==7r~-bc=_=_=_~ __ ~1~1 =========fr~t-~~~~~:'.:'.:.=-=-=--=---~~-=::::::;;;-~-1j,;;;;;;;;;;;:__1-L~- 1\=-====1:::___.. =-d-
~
'--
~~~ ~
•
--0
---
'bf,.O ARo~ ~~ ..,~
-I
~ ~ -I
DOUGLAS W. BURDGE
~ C-16899 :!5 .,,__ RENEWAL ~ ~ 11/30/20 0,-
0p CA.\.\t
DGE
GSPublisherVersion 1366.24.26.49

MARK DATE DESCRIPTION
PROJECT NO: Project No. 1575-6

SHEET TITLE

PROJECT
DATE
SCALE
DRAWING NO.

DRAWN BY

THE DRAWINGS AND SPECIFICATIONS ARE

THE PROPERTY AND COPYRIGHT OF THE

ARCHITECT AND SHALL NOT BE USED ON

ANY OTHER WORK EXCEPT BY WRITTEN
AGREEMENT WITH THE ARCHITECT.

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

BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO THE
COMMENCEMENT OF ANY WORK.
24911 PACIFIC COAST HWY.

MALIBU, CA 90265
TEL. 310-456-5905
BLUFFTOP 1,
LLC
33008 PACIFIC COAST

HIGHWAY
MALIBU, CA 90265
/Users/mario/Library/CloudStorage/Box-Box/Current Projects/JENNY - BLUFFTOP 1 LLC - 33008 PCH/2D3D/BLUFFTOP-v27-2025-11-05.pln Plot Date: 11/12/25
D.W.B.,
A-3.3

PROPOSED

SECTIONS D, F, G, H,
BLUFFTOP 1, LLC
25 2'
CRAWL
SPACE
6'
18'

76.60'

68.00' 68.00' 67.81'

85.58'

80.58'
CONC. GRADE BEAMS

CONCRETE STEM WALL

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY FLOOR JOITS @ 11 1/2"
6x12 BEAMS
@ 6' O.C.
6x12 BEAMS
@ 6' O.C.
4"x12" FASCIA (TYP.)
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER

LIVING ROOM

KITCHEN

DINING ROOM

OFFICE/
BR #2
FX. FX.

FX. FX.

FX.

PA.
2'
CRAWL
SPACE
18'

68.00'

70.46'
17'-7"

85.58'
CONC. GRADE BEAMS

CONCRETE STEM WALL

GRAVEL BARE

WALL FLASHING
2 1/4" FLOOR ASSEMBLY
6x12 BEAMS @ 7' O.C.
4"x12" FASCIA (TYP.)
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER

PLANTER

LIVING ROOM
FOYER
TO

KITCHEN
TO
SECOND
FLOOR

68.00'
2'
CRAWL
SPACE
4'-8 1/8"
18'
17'-7"

85.58'
6x12 BEAMS @ 7' O.C.
2 1/4" FLOOR ASSEMBLY
FLOOR JOITS @ 11 1/2"
4"x12" FASCIA (TYP.)
CONCRETE STEM WALL CONC. GRADE BEAMS
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER

LIVING ROOM
FOYER
SECOND
FLOOR
PA.
1'-7 1/4" 10'-6" 3'-6" 1'-11 3/4"
7' 1'-6 1/4" 7'-1"

70.50'

70.25'

68.00'

76.60'

85.58'

68.00'

WALL FLASHING
CONC. GRADE BEAMS

CONCRETE STEM WALL

GRAVEL BARE
2 1/4" FLOOR ASSEMBLY
FLOOR JOITS @ 11 1/2"
6x12 BEAMS @ 6' O.C.
6x12 BEAMS @ 6' O.C.
6x12 BEAMS @ 6' O.C.
6x6 POST
4"x12" FASCIA (TYP.)
N.G.

N.G.
18' FROM N.G. OR F.F.

WHICHEVER IS LOWER

LIVING ROOM DINING ROOM KITCHEN BEDROOM

OFFICE/
BR #2
FX. FX. FX.

FOYER
AC
GARAGE
IN

BACKGROUND
SCALE: 1/4" = 1'-0"
1 BUILDING SECTION D
SCALE: 1/4" = 1'-0"
4 BUILDING SECTION H
SCALE: 1/4" = 1'-0"
3 BUILDING SECTION G
SCALE: 1/4" = 1'-0"
2 BUILDING SECTION F
NOTES:

LEGEND
N.G.= NATURAL GRADE
F.G.= FINISH GRADE
F.F. = FINISH FLOOR
F.S.= FINISH SLAB
LINE OF 18' FROM N.G. OR
F.G.WHICHEVER IS LOWER
154
- - - - - - - - - ~ -- - - - - - _J L - - _I -
/ ;
/
/ 7 /
; 7
I
•
•
'bf,.O ARo~ ~~ ..,~
C, ~
::J '".:i
DOUGLAS W. BURDGE
' I I I I ' I ' ' ' ' '
I
J I
~ C-16899 :!5 .,,,_ RENEWAL ~ ~ 11/30/20 0,-
0p CA.\.\t
' '
'
,
' '
e==:a f I
' '
' ' -
-y ,_
.L •• • 0
I I
-".j -
~:c ..
1/,
--0 --0
------------------------ - - ----, - - - - - - -
'
7 I I I
,

I I I - J
~
I
I '
I !
J 1·
II - - - ' I ! I I
' ) • ' J
IF I I __ '
, ' ~
' __ ;
' - ' IL, -- - '
' -~ ' - - J \ ~ r \
r-,.·
~~II
/
. \ /
' .
~ / ILL II
\ , - - " ' I - - ~ / / - - L
-
~ I f I I I Li • r //"'V//~ //40Y//~ ~
~ I
a
~ ~
~ ~ ___,, ~
~ 1/, ~
- M½
c,. l e"-, ,
;1/~ /2::Y#~ /2::Y///2::>,I•' . ~ ~ w #~ ~,,··~ ~ ?,; '.r :;f: : 0 ~ 'A ,. 1/,
.,
0 0",,½ 1/,///W °' , ½½.Wm , 1// AV// A'Y// AY'fi A'.V/;,;!ii§ --0 --0
---
REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com
TU
C
H
SC
H
ERENG
IN
EER
ING
G
RO
U
P 1 7/14/23 RC 2 11/13/23 MT 3 2/27/24 MT 4 10/24/24 MT 4.1 10/23/25 MT

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265
TITLE SHEET 23-2457 11/13/23 NTS C-1.0 1 7 JENNY RESIDENCE: CIVIL PLANS VICINITY MAP 1 3
4 SHEET INDEX SHEET DESCRIPTION
1 PROJECT DATA
2 PROJECT DIRECTORY
3 GRADING INFORMATION
4 5 GENERAL NOTES
6 PROJECT LOCATION 33008 PACIFIC COAST HWY MALIBU, CA 90265 LEGAL DESCRIPTION ASSESSOR ID#: 4473-017-009 PROJECT INFORMATION ZONING: RR2 LOT SIZE: 24,132.8 SQ. FT. TSUNAMI INUNDATION ZONE: YES ESA ZONE: YES (ADJACENT) OWNER BLUFFTOP LLC C/O BURDGE & ASSOCIATES, INC. 24911 PACIFIC COAST HWY MALIBU, CA 90265 PROJECT DESIGNER/ARCHITECT BURDGE ARCHITECTS 24911 PACIFIC COAST HWY MALIBU, CA 90265 310-456-5905 CIVIL ENGINEER JAMES TUCHSCHER, P.E. TEG, INC. 130 PINE AVE, 3RD FLOOR LONG BEACH, CA 90802 310.613.9980 GEOTECHNICAL ENGINEER CALWEST GEOTECHNICAL 889 PIERCE COURT, #101 THOUSAND OAKS, CA 91360 818.991.7148 [email protected] GEOLOGIST: LANDSPHASES INC. 5158 COCHRAN ST, SIMI VALLEY, CA 93063 805.522.5174 SURVEYOR: PEAK SURVEYS INC. 2488 TOWNSGATE RD, SUITE D WESTLAKE VILLAGE, CA 91361 805.497.0102 4 C-1.0 TITLE SHEET C-2.0 EXISTING SITE PLAN C-3.0 GRADING PLAN CIVIL DETAILS C-4.0 DRAINAGE PLAN - PROPOSED STRUCTURE C-5.0 GENERAL GEOTECHNICAL NOTES 1. ALL WORK MUST BE IN COMPLIANCE WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL CONSULTANT'S REPORT(S) AND THE APPROVED GRADING PLANS AND SPECIFICATIONS. 2. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC INSPECTIONS BY THE GEOTECHNICAL CONSULTANTS WITH MONTHLY INSPECTION REPORTS TO BE SUBMITTED TO THE GEOLOGY AND SOILS SECTION. 3. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 4. ROUGH GRADING MUST BE APPROVED BY A FINAL ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORT. AN AS-BUILT GEOLOGIC MAP MUST INCLUDED IN THE FINAL GEOLOGY REPORT. PROVIDE A FINAL REPORT STATEMENT THAT VERIFIES WORK WAS DONE IN ACCORDANCE WITH REPORT RECOMMENDATIONS AND CODE PROVISIONS. THE FINAL REPORT(S) MUST BE SUBMITTED TO THE GEOTECHNICAL AND MATERIALS ENGINEERING DIVISION FOR REVIEW AND APPROVAL. 5. FOUNDATION, WALL AND POOL EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE CONSULTING GEOLOGIST AND SOIL ENGINEER, PRIOR TO THE PLACING OF STEEL OR CONCRETE. 6. BUILDING PADS LOCATED IN CUT/FILL TRANSITION AREAS SHALL BE OVER-EXCAVATED A MINIMUM OF THREE (3) FEET BELOW THE PROPOSED BOTTOM OF FOOTING IF GEOTECHNICAL REPORT DOES NOT SPECIFY GUIDELINES. PROJECT GENERAL NOTES 1) PROPOSED STARTING DATE: PROPOSED COMPLETION DATE: 2) THIS PLANS CONFORMS TO THE COASTAL DEVELOPMENT PERMIT APPROVED BY THE CITY FOR 33008 PACIFIC COAST HWY, MALIBU, CA 90265 3) EXPORTED SOIL FROM A SITE SHALL BE TAKEN TO THE COUNTY LANDFILL OR TO A SITE WITH AN ACTIVE GRADING PERMIT AND THE ABILITY TO ACCEPT THE MATERIAL IN COMPLIANCE WITH THE CITY'S LOCAL IMPLEMENTATION PLAN (LIP). CITY OF MALIBU GENERAL NOTES 1. ANY MODIFICATIONS OF OR CHANGES IN APPROVED GRADING PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL. 2. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE. 3. FIELD ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND THE CONTRACTOR SHALL OBTAIN INSPECTION BEFORE POURING. 4. ALL STORM DRAIN WORK IS TO BE DONE UNDER CONTINUOUS INSPECTION BY THE FIELD ENGINEER. WEEKLY STATUS REPORTS SHALL BE SUBMITTED BY THE FIELD ENGINEER TO THE CITY BUILDING DEPARTMENT. 5. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 6. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND WET WEATHER EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON MUST BE SUBMITTED PRIOR TO OCTOBER 1. THE EROSION CONTROL DEVICES SHOWN ON SAID PLANS MUST BE INSTALLED BY NOT LATER THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. 7. THE GRADING CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT VERIFYING THAT THE WORK DONE UNDER HIS DIRECTION WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF CHAPTER 33 OF THE MALIBU BUILDING CODE OR DESCRIBING ALL VARIANCES FROM THE APPROVED PLANS AND REQUIREMENTS OF THE CODE. 8. ALL RECOMMENDATIONS INCLUDED IN THE CONSULTANT'S SOIL AND GEOLOGY REPORTS MUST BE COMPLIED WITH AND ARE A PART OF THE GRADING SPECIFICATIONS. 9. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC GEOLOGIC INSPECTION WITH MONTHLY INSPECTION REPORTS TO BE SUBMITTED TO THE CITY BUILDING DEPARTMENT. 10.THE CONSULTING GEOLOGIST MUST APPROVE ROUGH GRADING BY FINAL REPORT. FINAL REPORT MUST INCLUDE AN AS-BUILT GEOLOGIC MAP. 11.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOIL ENGINEER, GEOLOGIST, GRADING INSPECTOR, AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 12.FILL SHALL BE BENCHED INTO COMPETENT MATERIAL PER CITY OF MALIBU STANDARD OR SOILS ENGINEER'S DIRECTIONS. 13.ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. 14.THE BUILDING OFFICIAL SHALL APPROVE STOCK PILING OF EXCESS MATERIAL PRIOR TO EXCAVATION. 15.THE FIELD ENGINEER, AS A CONDITION OF ROUGH GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH ACCOMPANYING WITNESS STAKE, SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION FOR PRECISE PERMITS AND A BLUE TOP WITH WITNESS STAKE SET AT THE DRAINAGE SWALE HIGH POINT REFLECTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS. 16.ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER. CITY OF MALIBU GENERAL NOTES 17. SUB-DRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUB-DRAIN CONSTRUCTION AND SURVEY FOR LOCATION. THE AS GRADED PLAN SHALL SHOW ALL SUB-DRAIN LOCATIONS AND ELEVATIONS. 18.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED REMEDIATION TO THE BUILDING OFFICIAL FOR APPROVAL. 19.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN, LOCATIONS, AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 20.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 21.THE COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN PLACE DENSITY, WHETHER SAND CONE OR NUCLEAR GAUGE, AND SHALL BE SO NOTED FOR EACH TEST. 22.EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE SHOWN CLEARLY ON APPROVED PLANS. 23.THE FIELD ENGINEER SHALL SUBMIT A LETTER OF CERTIFICATION TO THE BUILDING OFFICIAL STATING THAT THE GRADING WAS DONE IN COMPLIANCE WITH THE APPROVED GRADING PLAN. 24.PRELIMINARY SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS, AS APPROVED BY THE CITY OF MALIBU, ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. ALL RECOMMENDATIONS CONTAINED ARE TO BE COMPLIED WITH OR REVISIONS SUBMITTED FOR REVIEW. 25.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER ARE APPROVED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 26.ROOF GUTTERS SHALL BE INSTALLED TO PREVENT ROOF DRAINAGE FROM FALLING ON MANUFACTURED SLOPES. GUTTERS SHALL BE CONNECTED TO NON-EROSIVE PIPING OR OTHER METHOD ACCEPTABLE TO THE BUILDING OFFICIAL. 27.ANY EXCAVATIONS ADJACENT TO OTHER PROPERTY OR STRUCTURES ARE SUBJECT TO THE PROVISIONS OF THE CALIFORNIA CIVIL CODE, SECTION 832, AND IS THE RESPONSIBILITY OF THE PERMITTEE AND OR OWNER. 28.NO GRADING OR CONSTRUCTION SHALL OCCUR WITHIN THE PROTECTED ZONE OF ANY OAK TREE. THE PROTECTED ZONE SHALL MEAN THAT AREA WITHIN THE DRIP LINE OF AN OAK TREE EXTENDING THERE FROM A POINT AT LEAST FIVE FEET OUTSIDE THE DRIP LINE, OR 15 FEET FROM THE TRUNK(S) OF A TREE, WHICHEVER IS GREATER. DESIGN ENGINEER STATEMENT I HEREBY VERIFY THAT THIS GRADING PLAN WAS PREPARED UNDER MY SUPERVISION IN ACCORDANCE WITH SECTION 3318.1 OF THE MALIBU BUILDING CODE. ALL SOILS ENGINEER AND ENGINEERING GEOLOGY RECOMMENDATIONS WERE INCORPORATED IN THE PLAN. _________________________________________ __________________ DESIGN ENGINEER SIGNATURE DATE PUBLIC WORKS NOTES 1. ALL WORK ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) "GREEN BOOK." 2. CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (CAL-OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3. CONTRACTOR SHALL CALL THE PUBLIC WORKS INSPECTOR AT (310) 456-2489 EXT. 341 FOR PRE-CONSTRUCTION MEETING PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR GRADING OPERATIONS. CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. 4. NO IMPROVEMENTS ARE PROPOSED WITHIN THE PUBLIC RIGHT OF WAY. 5. STORAGE OF ANY CONSTRUCTION MATERIALS, CONSTRUCTION TRAILER, AND/OR PARKING AND ANY WORK WITHIN THE CITY PUBLIC RIGHT OF WAY SHALL REQUIRE A CITY ENCROACHMENT PERMIT. CALL THE PUBLIC WORKS INSPECTOR AT (310) 456-2489 EXT. 341 TO APPLY FOR A PERMIT. 6. STORAGE OF ANY CONSTRUCTION MATERIALS, CONSTRUCTION TRAILER, AND/OR PARKING AND ANY WORK WITHIN THE CALTRANS PUBLIC RIGHT OF WAY SHALL REQUIRE A CALTRANS ENCROACHMENT PERMIT. SUBMIT A COPY OF THE CALTRANS ENCROACHMENT PERMIT TO THE PUBLIC WORKS DEPARTMENT. 7. ALL WORK SHALL BE PERFORMED DURING CITY WORKING HOURS AND IN COMPLIANCE WITH THESE PLANS. 8. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 9. CONTRACTOR SHALL LOCATE, PROTECT, AND SAVE ANY AND ALL SURVEY MONUMENTS THAT WILL BE OR MAY BE DAMAGED OR DESTROYED BY THEIR OPERATIONS. ONCE FOUND, THE CONTRACTOR SHALL THEN NOTIFY BOTH THE DEVELOPER'S SUPERVISING CIVIL ENGINEER AND THE PUBLIC WORKS INSPECTOR. THE SUPERVISING CIVIL ENGINEER SHALL RESET ALL SAID MONUMENTS PER THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS. 11. EXISTING TRAFFIC SIGNS ARE NOT TO BE REMOVED WITHOUT PRIOR NOTIFICATION AND APPROVAL OF THE CITY ENGINEER. AS A MINIMUM, CONSTRUCTION WORK ZONE TRAFFIC SIGNS AND STRIPING SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE "WORK AREA TRAFFIC HANDBOOK" (THE "WATCH MANUAL"), PUBLISHED BY BNI BUILDING NEWS, INC. A TRAFFIC CONTROL PLAN, PREPARED BY THE DEVELOPER, MAY BE REQUIRED BY THE CITY. 12. DUST CONTROL SHALL BE MAINTAINED AT ALL TIMES. 13. EROSION CONTROL PLANS SHALL BE PROVIDED FOR ALL PROJECTS. GRADING AND CLEARING IS PROHIBITED FROM NOVEMBER 1 TO MARCH 31 FOR ALL DEVELOPMENTS WITHIN OR ADJACENT TO ESHA AND/OR INCLUDING GRADING ON SLOPES GREATER THAN 4:1. 14. ALL UNDERGROUND UTILITIES AND SERVICE LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, GUTTERS, SIDEWALKS, AND PAVING UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. PUBLIC WORKS NOTES 15.THE DEVELOPER SHALL COMPLY WITH NPDES REQUIREMENTS. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES AND SHALL BE KEPT UPDATED. 16.ALL RECOMMENDATIONS MADE BY THE GEOTECHNICAL/SOILS ENGINEER (AND ENGINEERING GEOLOGIST, WHERE EMPLOYED), AND CONTAINED IN THE REPORTS REFERENCED HERON, AS APPROVED OR CONDITIONS BY THE CITY, SHALL BE CONSIDERED A PART OF THE GRADING PLAN. 17.ALL STORM DRAIN PIPE WITHIN THE PUBLIC RIGHT OF WAY, AND EASEMENTS SHALL BE REINFORCED CONCRETE PIPE (RCP). 18.TERRACE DRAINS, INTERCEPTOR DRAINS, AND DOWN DRAINS SHALL BE CONSTRUCTED OF 3" P.C.C. REINFORCED WITH6"x6" x #10 W.W.M. AND SHALL BE EITHER SEMICIRCULAR OR TRIANGULAR CROSS SECTION. CONCRETE COLOR SHALL BE "OMAHA TAN" OR APPROVED EQUIVALENT. 19. GRADING QUANTITIES: CUT 1648.0 CU.YD. FILL: 1310.6 CU.YD. EXPORT 337.4 CU.YD. IMPORT: 0 CU.YD. 20. TOTAL DISTURBED AREA: 12603.6 (0.29 ACRE) (INCLUDING GRADING, CLEARING, AND LANDSCAPING AREA) TOTAL EXISTING IMPERVIOUS SURFACE AREA: 0 SQ.FT. TOTAL PROPOSED IMPERVIOUS SURFACE AREA: 9394.6 SQ.FT. (0.22 ACRE) 21.ALL SLOPES ON PRIVATE PROPERTY ADJOINING STREETS, DRAINAGE CHANNELS, OR OTHER PUBLIC FACILITIES SHALL BE GRADED NOT STEEPER THAN 2:1 FOR CUT AND FILL UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER ON RECOMMENDATION OF THE PROJECT'S GEOTECHNICAL/ SOILS CONSULTANT. 22.ALL CATCH BASINS AND DRAINAGE INLETS SHALL BE STENCILED WITH THE CITY OF MALIBU STORM DRAIN LOGO. GRADING QUANTITIES (CU.YD.) EXEMPT NON - EXEMPT REMEDIAL TOTAL R&R UNDER - SAFETY CUT 1184.2 366.4 0.3 97.1 0 1648.0 FILL 1184.2 0.1 70.1 56.2 0 1310.6 TOTAL 2368.4 366.5 70.4 153.3 0 2958.6 IMPORT 0 0 69.8 0 0.0 EXPORT 0 366.3 0 40.9 0 337.4 S1-P PRELIMINARY FOUNDATION PLAN C-6.0 DRIVEWAY PROFILE 4.1 4.1 11/12/2025
155
Nicholas:
:::arr1-::>n aea@
w1:;.s11:;.trn
MAU BU
• ' 1:.l Pescador ~1ate !:each
El Mauidor
Sta1e
Beach ~

STRUCTURE
_echoza
Beac
4 REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265
EXISTING SITE PLAN 23-2457 11/13/23 1" = 15'-0" C-2.0 EXISTING SITE PLAN SCALE: 1" = 15'-0" 1 2 7
11/12/2025
156
\
\
\
\
\
\
\

BENCHMARK
LOS ANCELES COUNTY BENCHMARK NO DY!0037
cs MON IN ltFLL 39' S'/0 C/L PAC!nc COAST HWY & 025MI £/0 DECKER RD 6.5' W/0 DRWY TO HS£ #32832 MKD (DUME POINT B-8A RESET 1957) ELEV = /51. 76! FEET MALIBU OUAD 2020 NA v.D /988

SURVEYOR'S NOTES
t. TH£ SCOPE
OF TH/S SURVEY 00£5 NOT INCLUDE A CURREN T TITLE
SEARCH FOR THE f:)ROPERTY SHOWN

HEREON NO ATTFMPT
HAS
BEEN MADE BY TH£ SURVEYOR TO RESEARCH EASEMENTS OF RECORD, ENCUMBR'ANC£S, RESTRICT/VE COVENANTS OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MICHT DISCLOSE. 2 THE TOPOGRAPHIC INFORMATION SHOWN IN THE "EASEMENT
DETAIL" HEREON JS FROM A SURVEY DONE BY A THIRD PAR TY, PEAK SURl:FYS, INC. IN MARCH OF 2023, AND IS SHOWN SOLELY AS A CONVENIENCE PEARSON LAND SURVEY/NC INC. MADE NO
EFFORT TO VER/F'f' THE DATA SHOWN IN SAID DETAIL, NOR WAS ANY EFFORT MADF TO "CONNEcr SAID SURVEY TO THE
TOPOGRAPHIC SURl'/EY SHOWN HEREON DONE BY SAID PEARSON. -------- ----- - - ------------- - - - - ---
_______ - IDENTICAL-- - --
• 70.7
\
\
\
\
\
\
\
\
\
\

BOUNDARY AND

TOPOGRAPHIC SURVEY
33008 PAC/RC COAST HICHWA Y
LECEND
P.WFB.

C.[".F,[l
W'
Cfi
c,1. f
R/W
s: J: w
I.P.

C.N.

MAGN.

R/lr SP!(.

P.M.

L &- TAG
L & TK.
r:c., TC
-
P. R C
RD "
cs
RD
S.M.H.

P.f.

B.C EC.
a,
pp
OS
W/W "'"""
n
,,,,.

M
CHUC
n
w
,x
w
SU
Offi
s1.r, £'Lr, ETC,
S/1'", £/1'", FTC.
( )
[ }
--= --
--,-,--
CUENT: RON JENNY
33010 PACIFIC COAST HWY.

MALIBU, CA 90265
SITE ADDRESS: 33008 PACIFIC COAST HWY.

MALIBU, CA 90265
ASSESSOR'S PARCEL NO: 4473-017-009
COlWTY OF lOS ANGELES PUBl/C M!RKS F/£llJ El/JOI(
CITY OF LOS ANG£/.£$ ENG/Nl'ERS Fll'/.D 800K
PROPERrY UN£
CENTER!.INE

RIGHT-OF-WAY
SPIKE & WASY£R
IRON PfPE
CCWCR£1E NM
MAG NAil RAILROAD SPIKE PUNCH UARK

LEAD &- TAG
LEAD &- TK.

TOP OF CIJRO
PROlONCATION W LIN£ POINT OF REV!::RSE CIJRl'f:

AREA DRAIN

ROOF DRAIN

GR/WE BREAK

ROOF DRAIN

SEWER VAN/ICU
POINT OF INIERS£C110N
BEGINNING OF C/JRI£
END OF C/Jf/VE

CATCH BASIN
I.IANHO/.£ (S£M:R, STORM DRAIN, POM:R, TllEP//ON£)
"""" DOM/SPO/JT -
G-15/WAlU/ IIE'TER
645/WA!l'R VAL vt:

PLANlU/

WARD POST
Dlil'vt:WA Y APPROACH
WROIJCHT IRON (ITNCF}

CHAIN UNI( (FENCE)
Fi. OW l lNE

TOP OF IVALL
ro;> lf X

BOTTOM OF X

CURB DRAIN
SrREET LIGHT STREET LIGHT PUU BOX SOUTH£RLr, EAS!Ef/l r, ETC. SOUlH FACE, FAST FACE; ETC., OF fW't'/OVEME"NT
RffORD DATA PER /JNDERl.!'!NC MAP
RE"CORO DATA PFR C.E F;B.

BU/IJ)/NC FOOT PRINT l/NE
01-ERHANG LIN£

EDGF OF ASPHAIT
01£Rf/F,4f) UTILITY lfNF
VNN RGROI.JND LINC W/SZC OF LINE
WAil
-l}- YARD LIGHT
0 -
rR££ twlH lliVNK 0/AAIETD/
0/RECl!ON OF WAl.Di' DR.4.WAGc fl.OW
LECAL DESCR/PTlON
PARCEL 1:

THAT PORTION OF THE RANCHOTOPANGA MALIBU SEQUIT, IN THE CITY 01" MALIBU, COUNTY OF

LOS ANGELES, STATE OF CALIFORNIA, AS CONFIRMED TO MATTHEW KELLER BY PATENT RECORDED IN 800!< 1, PAGE 407, ET SEQ, OF PATENTS, IN THE OFFICI'; OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT IN THE SOUTHERLY LINE OF THE 80 FOOT STRIP OF LAND DESCRll:IED IN THE DEED FROM T, R. CA.DWALAOER, TRUSTEE, TO TI-IE STATE OF CALIFORNIA, RECORDED IN BOOK 15228 PAGE 342, OF OFFICIAL RECORDS OF SAID COUNTY, DISTANT THEREON NORTH 80° 45' 30" WEST 1107.62 FEET FROM A P01NT SEARING SOUTH 9" 14' 30" WEST 40 FEET FROM ENGINEER'S CENTER LINE STATION 269 PLUS 88.44 AT THE EASTERLY EXTREMITY OF THAT CERTAIN COURSE IN THE CENTER LINE OF SAID 80 FOOT STRIP OF LAND DESCRIBED IN SAID DEED AS SOUTH 80" 45' 3(1" EAST7702.63 FEET; THENCE NORTH 80" i\5' 30" WEST 150.00 FEET; THENCE SOUTH 27" 34' 30" WEST TO THE ORDINARY HIGH TIDE OF THE PACIFIC OCEA.N ; THENCE EASTERLY ALONG SAID TIDE LINE TO A LINE BEARING SOUTH 27" 34' 30" WEST FROM THE POINT OF BEGINNING; THENCE NORTH 2r 34' 30" EAST TO THE PO[NT OF BEGINNING.

EXCEPT THAT PORTION OF SA.ID LAND LYING NORTH OF A LINE BEARING NORTH 72• 43' 51" WEST 144.71 FEET FROM A POINT IN THE SOUTHEAST LINE OF SAID LAND DISTANT THEREON SOUTH 2r 34' Jo~ WEST 520.53 FEET FROM THE NORTHEAST CORNER OF SAID LANO TO A POINT IN THE NORTHWEST LINE OF SAID LAND DISTANT THEREON SOUTH 27° 34' 30" WEST 499.2:4 FEET FROM THE NORTHVVEST CORNER OF SAID LANO.

EXCEPT THEREFROM ALL MINERALS, OIL, PETROLEUM, ASP HAL lUM, GAS, COAL AND OTHER •IYDROCARBON SUBSTANCES CONTAINED IN, ON, WITHIN AND UNDER SAID LAND, BUT WITHOUT

THE RIGHT OF ENTRY, AS RESERVED IN THE DEED FROM MARBLEHEAD LAND COMPANY, A CORPORATION RECORDED ON NOVEMBER 13, 1942 IN BOOK 19637 PAGE 347, OF OFFICIAL RECORDS OF SA.ID COUNTY. PARCEL.2;

AN EASEMENT FOR ROAD ANO UTILITY PURPOSES, TO BE USED IN COMMON WITH OTHERS, OVER THAT PORTION OF RANCHOTOPANGA MALIBU SEQUIT, 1N THE COUNTY OF LOS ANGELES, STATE OF CALIFORN.IA, AS CONFIRMED TO MATTHEW KELLER BY PATENT RECORDED IN BOOK 1 PAGE 407, ET SEQ, OF PATENTS, 1N THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, INCLUDED IN THATCERTA.IN BASEMENT DEED, EXECUTED BY EDWARD C, CAZJER ET AL., RECORDED M.A.RCH 18, 1957 AS INSTRUMENT N0. 4201, IN BOOK 63956 PAGE 173, OF OFFICIAL RECORDS.

REVISIONS
10/22/2024 ADDED 6 "¢ CORRUGA TED STORM DRAIN PIP£ PER
DIREC110N FROM CU£NT; TH£ LOCA 170N AND EXTENT OF
SAID PIP£ IS NOT FIELD VERIFIED
SIGNED--~-"----------- DATE: 10/22/2024

PEARSON
LAND SURVEYING, INC.

Thomas McDermott, PLS 8555
23371 Mulholland Dr. #330
Woodland Hills, CA 91364
Phone: (818) 468-9714
[email protected]
DRAWN BY: BT JOB NO.: 24JEN0201 DATE: 4/17/2024
CH ECKED BY: TPM SCALE: 1" = 10' SHEET 1 OF 1
CITY OF MALIBU GENERAL NOTES 1. ANY MODIFICATIONS OF OR CHANGES IN APPROVED GRADING PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL. 2. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLAN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE. 3. FIELD ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND THE CONTRACTOR SHALL OBTAIN INSPECTION BEFORE POURING. 4. ALL STORM DRAIN WORK IS TO BE DONE UNDER CONTINUOUS INSPECTION BY THE FIELD ENGINEER. WEEKLY STATUS REPORTS SHALL BE SUBMITTED BY THE FIELD ENGINEER TO THE CITY BUILDING DEPARTMENT. 5. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 6. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND WET WEATHER EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON MUST BE SUBMITTED PRIOR TO OCTOBER 1. THE EROSION CONTROL DEVICES SHOWN ON SAID PLANS MUST BE INSTALLED BY NOT LATER THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. 7. THE GRADING CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT VERIFYING THAT THE WORK DONE UNDER HIS DIRECTION WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF CHAPTER 33 OF THE MALIBU BUILDING CODE OR DESCRIBING ALL VARIANCES FROM THE APPROVED PLANS AND REQUIREMENTS OF THE CODE. 8. ALL RECOMMENDATIONS INCLUDED IN THE CONSULTANT'S SOIL AND GEOLOGY REPORTS MUST BE COMPLIED WITH AND ARE A PART OF THE GRADING SPECIFICATIONS. 9. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC GEOLOGIC INSPECTION WITH MONTHLY INSPECTION REPORTS TO BE SUBMITTED TO THE CITY BUILDING DEPARTMENT. 10.THE CONSULTING GEOLOGIST MUST APPROVE ROUGH GRADING BY FINAL REPORT. FINAL REPORT MUST INCLUDE AN AS-BUILT GEOLOGIC MAP. 11.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOIL ENGINEER, GEOLOGIST, GRADING INSPECTOR, AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 12.FILL SHALL BE BENCHED INTO COMPETENT MATERIAL PER CITY OF MALIBU STANDARD OR SOILS ENGINEER'S DIRECTIONS. 13.ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. 14.THE BUILDING OFFICIAL SHALL APPROVE STOCK PILING OF EXCESS MATERIAL PRIOR TO EXCAVATION. 15.THE FIELD ENGINEER, AS A CONDITION OF ROUGH GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH ACCOMPANYING WITNESS STAKE, SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION FOR PRECISE PERMITS AND A BLUE TOP WITH WITNESS STAKE SET AT THE DRAINAGE SWALE HIGH POINT REFLECTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS. 16.ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER. CITY OF MALIBU GENERAL NOTES 17. SUB-DRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUB-DRAIN CONSTRUCTION AND SURVEY FOR LOCATION. THE AS GRADED PLAN SHALL SHOW ALL SUB-DRAIN LOCATIONS AND ELEVATIONS. 18. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED REMEDIATION TO THE BUILDING OFFICIAL FOR APPROVAL. 19.WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN, LOCATIONS, AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 20.WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 21.THE COMPACTION REPORT AND APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN PLACE DENSITY, WHETHER SAND CONE OR NUCLEAR GAUGE, AND SHALL BE SO NOTED FOR EACH TEST. 22.EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE SHOWN CLEARLY ON APPROVED PLANS. 23.THE FIELD ENGINEER SHALL SUBMIT A LETTER OF CERTIFICATION TO THE BUILDING OFFICIAL STATING THAT THE GRADING WAS DONE IN COMPLIANCE WITH THE APPROVED GRADING PLAN. 24.PRELIMINARY SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS, AS APPROVED BY THE CITY OF MALIBU, ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. ALL RECOMMENDATIONS CONTAINED ARE TO BE COMPLIED WITH OR REVISIONS SUBMITTED FOR REVIEW. 25.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM WATER ARE APPROVED AND FUNCTIONAL; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 26.ROOF GUTTERS SHALL BE INSTALLED TO PREVENT ROOF DRAINAGE FROM FALLING ON MANUFACTURED SLOPES. GUTTERS SHALL BE CONNECTED TO NON-EROSIVE PIPING OR OTHER METHOD ACCEPTABLE TO THE BUILDING OFFICIAL. 27.ANY EXCAVATIONS ADJACENT TO OTHER PROPERTY OR STRUCTURES ARE SUBJECT TO THE PROVISIONS OF THE CALIFORNIA CIVIL CODE, SECTION 832, AND IS THE RESPONSIBILITY OF THE PERMITTEE AND OR OWNER. 28.NO GRADING OR CONSTRUCTION SHALL OCCUR WITHIN THE PROTECTED ZONE OF ANY OAK TREE. THE PROTECTED ZONE SHALL MEAN THAT AREA WITHIN THE DRIP LINE OF AN OAK TREE EXTENDING THERE FROM A POINT AT LEAST FIVE FEET OUTSIDE THE DRIP LINE, OR 15 FEET FROM THE TRUNK(S) OF A TREE, WHICHEVER IS GREATER. E.G. 72.12' F.S. 72.00' F.S. 71.38' F.S. 70.89' -4.9%
-0.8%
-1.3% F.S. 70.67' F.S. 70.59' F.S. 70.51' F.S. 70.51' F.S. 70.44' -3.2%
-1.3%
-1.6%
-3.2%
-4.7% F.S. 67.75'
-5.0%
-5.0%
-5.0%
-5.0%
P/L L = 144.72'
P/L L = 288.80'
P/L L = 255.37'
-6.2% F.S. 71.89'
-3.4% F.S. 71.51'
-11.4% E.G. 69.61' F.S. 67.50' E.G. 69.94' F.S. 68.78'
-2.0%
-1.3%
-37.0%
-3.1% F.G. 70.03' F.S. 67.75' F.S. 67.50'
-15.6% F.S. 67.73' F.G. 70.67' F.G. 70.56' F.G. 70.56'
-0.6% F.S. 70.18'
-8.0% -2.6% DISTURBED AREA TOTAL DISTURBED AREA 12603.6 SQ.FT. 0.29 ACRES REMOVAL AND RECOMPACTION OF SOIL BELOW PROPOSED CONCRETE SLAB-ON-GRADE TO EXPOSE TERRACED DEPOSITS, WITH 3' HORIZONTAL OFFSET FROM THE OUTLINE OF SLAB-ON-GRADE, PER CALWEST GEOTECHNICAL REPORT, SECTION 10.1.2, DATED 6/2/22 REMOVAL AND RECOMPACTION OF SOIL BELOW PROPOSED CONCRETE SLAB-ON-GRADE TO EXPOSE TERRACED DEPOSITS, WITH 3' HORIZONTAL OFFSET FROM THE OUTLINE OF SLAB-ON-GRADE, PER CALWEST GEOTECHNICAL REPORT, SECTION 10.1.2, DATED 6/2/22

5.00'

3.00'

3.00' 3.00' 3.00'

3.00' REMOVAL AND RECOMPACTION OF SOIL BELOW PROPOSED CONCRETE SLAB-ON-GRADE TO EXPOSE TERRACED DEPOSITS, WITH 3' HORIZONTAL OFFSET FROM THE OUTLINE OF SLAB-ON-GRADE, PER CALWEST GEOTECHNICAL REPORT, SECTION 10.1.2, DATED 6/2/22 REMOVAL AND RECOMPACTION OF SOIL BELOW PROPOSED CONCRETE SLAB-ON-GRADE TO EXPOSE TERRACED DEPOSITS, WITH 3' HORIZONTAL OFFSET FROM THE OUTLINE OF SLAB-ON-GRADE, PER CALWEST GEOTECHNICAL REPORT, SECTION 10.1.2, DATED 6/2/22 F.G. 67.50' F.G. 67.50' F.S. 67.53' F.S. 67.75' -5.0%
-5.0%

DISTURBED AREA BOUNDARY
DISTURBED AREA BOUNDARY GRADING PLAN LEGEND (100') EXISTING MAJOR GRADE CONTOUR (101') EXISTING MINOR GRADE CONTOUR 100' PROPOSED MAJOR GRADE CONTOUR PROPOSED MINOR GRADE CONTOUR CUT AREA FILL AREA CUT & FILL TRANSITION REMOVED MAJOR GRADE CONTOUR REMOVED MINOR GRADE CONTOUR (100') (101') 101' GRADE TRANSITION STRUCTURE OUTLINE ON GRADE DISTURBED AREA BOUNDARY REMOVE AND RECOMPACT AREA (E) FENCE SITE WALL CALL 811 EXCAVATION NOTICE BEFORE A PERMIT TO EXCAVATE WILL BE VALID, CONTACT DIG ALERT FOR DIG ALERT IDENTIFICATION NUMBER 48 HOURS BEFORE EXCAVATION

3.00' F.S. 61.77' F.S. 61.14'
DISTURBED AREA BOUNDARY F.S. 67.75' F.G. 67.50' E.G. 70.97' -49.9% DISTURBED AREA BOUNDARY GARAGE F.F. 67.75' SIDEYARD F.S. 67.50' CRAWLPACE BELOW 1ST FLOOR F.G. 64.83' -3.2% STRUCTURE BELOW FOYER FLOOR F.S. 68.83'
-2.0%
-1.0%
-0.9%
-1.2%
-10.0%
-8.9%
-9.1%
-9.0%
-18.9% -5.0%
-4.6%
-9.5%
-9.0% F.S. 67.30' F.S. 67.25' F.S. 67.24' PATIO/CONCRETE PAVERS F.S. 67.00' -5.0%
-5.0%

4.4% SETBACK LINE E.G. 70.27' PER CALWEST RECOMMENDATIONS, LIMITS OF REMOVAL & RECOMPACTION SHALL NOT INCLUDE THE PROPOSED DISPERSAL FIELD. DURING CONSTRUCTION, SURFICIAL SOILS TO BE REMOVED BY SEPTIC CONTRACTOR AND DISPERSAL FIELD TO BE CONSTRUCTED PER OWTS PLANS. -5.0%
4 4.1

GSL GSL

SEWER SEWER
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFL
LFH LFH LFH LFH F.S. 67.50'F.S. 67.75'
1 2
3 4
5 5
5 6
6 7
8 10 10
9 11 12 12 CONSTRUCTION NOTES
1 2 OUTLINE OF HAMMERHEAD TURNAROUND, PER MALIBU FIRE DEPARTMENT REQUIREMENTS PROPOSED TRASH ENCLOSURE3 EXISTING PRIVATE DRIVEWAY FROM PACIFIC COAST HIGHWAY4 GUEST PARKING AREA5 EXISTING NEIGHBOR'S FENCE TO REMAIN 6 EXISTING SITE WALL 7 EXISTING NEIGHBORING STRUCTURE
8 TRENCH DRAIN OUTLINE 9 PROPOSED DISPERSAL FIELD 10 FUTURE DISPERSAL FIELD 11 SEPTIC TANK PER OWTS PLANS 12 ON-GRADE WOOD DECK PATIO 13 BIOFILTRATION PLANTER BOX PER DETAIL 8/C-5.0 13

22.67' DETENTION TANK F.S. 59.00' BIOFILTRATION PLANTER F.G. 66.50' T.C. 70.94' T.C. 69.50' T.C. 68.50' T.C. 68.38' T.C. 71.09' T.C. 71.01' T.C. 71.17' T.C. 70.67' T.C. 71.50' T.C. 71.97' T.W. 75.09' T.W. 75.39' T.C. 70.17' T.C. 67.93' F.G. 66.50' F.G. 68.00' T.W. 68.50'
F.G. 66.50' F.G. 70.50' T.W. 71.00'
F.G. 66.50' F.G. 67.25' T.W. 68.50' 4.1 (E) PAVING D.G. TO REMAIN 4.1 REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com
TU
C
H
SC
H
ERENG
IN
EER
ING
G
RO
U
P 1 7/14/23 RC
2 11/13/23 MT 3 2/27/24 MT 4 10/24/24 MT

4.1 10/23/25 MT

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265
GRADING PLAN 23-2457 11/13/23
1/8" = 1'-0" C-3.0 GRADING PLAN 3 7 SCALE: 1/8" = 1'-0" 1 11/12/2025
157
••
C"t
Fill
City of Malibu
2362.S S1u,1n Rnnch Roull • Mulibu, CuUfurniu • 90265--4 86 1 l'ho11~ (3 10) 456-2489 • Fu (3 10) 456-7650 • WWI\' nnlihud 1y Qrj'

TOTAL GRADING YARDAGE VERIFICATION CERTIFICATE

PLANNING DEPARTMENT REVIEW LEVEL
PROJECT NUMBER: ______________ _
PROJECT ADDRESS: 33008 PACIFIC COAST HIGHWAY, MALIBU , CA 90265 The completed form must be provided at the time of Planning Department application for grading approval. Alt applicable cubic yardages shall be comple1ed in the table. c.ilcutatlon$ l,rtlllzed to estimate the cubic yardage$ Indicated shall be ;1ttached to this f2!!!:!. This form and the required calculations must be prepared by a State of California Licensed Civil Engineer. The form and the calculcltions shall be stamped and wet signed by the preparing parly.

Exempt Non• Remedial Total
R&R UnderstnJcture S~f&tv Exempt
116'.l CU. Yl:l. ~lffi• CU.YO. O.:JCU,Vll, 97. 1 CU,Yll. oCU.'ID. 16'6 0IJ.YD. 11U.2Cll. YD. 0. 1 CU.YO. 71'1.1 CU.YD_ 56.2CU.m OCU.YO. 1310.6 CU.YO Total ~3811ACU. YD. :lflS.~ CU.YO. ?C.~ CU.YO. 163.lCU.YO. OC:U,YO. 29~8.6 Cl).YO.

Import GS,8CU,YO,
Export 366.3CUYD ~O.~CU.YD 337.~ CU.VD
Al quenbtl!!S indlC!lted &hell 00 111 cubic yard!! only. &il3 = Romoval and Re«>mp;:ictiori - R&R mu$/ bl1 bn/tiriced. §¥MY G'iidiril ii; m<'.luirOO groo;r,g 16r LA Gounty Rm Dep,"!rtment ac~;; aµpm-,al be)'l'.lm'.I Ille 15 1001 minir'mrn access and may induda tumouts. haml!'lflrhu:M:ls. Lumarcunds, and aCCGss ro.adway~duning, RM!fl"tli-d il'am'.:9 It !jrMI~ ,_,.,.,~ tly a tu:i :!Jiu tVt<>IOcil~I or rl!~it J)ffl~ffl<'l tly 8 lietJMM. geologist or sois englneet which 1s neceSS3ry !0 oorrecl DtiySk:81 Clefi:lencies on I.ha site for 1ne consll\lCllon of a prlrn.,ry resl~e-ntitll strvcture or iicces~ to 11'8 I;)!. l!!lll2!Jt!i!. means soil tnal Is brought on 10 1/\8 site. ~ me-ans sol! mat Is lea\ling tne slle TM!s lnk:irmaoon will be 1.1118d toCRia..llate ll11i! IUfltler of tnK;k tripe raqjrad for l;lile p~lion PREPARED BY: JA
MES TUCHSClj_ER
·~~,,4~
~p
DATE; 10/23/2025
-------- "• ft'")".7 .'.i
-·
/
\ \
··-··-··-··-··-·· ··-··-··-··-··-··-··-··-·· \
\
\ \
\
\
•
J
I
\
• •
\
\
\
\
\
\
\
\
\
\
\
\
.
-
.

I
I
---------------------- ··-··-··-··-··-··-··
-----
\
\
-
\
\
\
\
I
I
I
I
I
I
I
l,...;--.c::~-
1 I
I
\ J
-' ' .
______,
I
7,l -----
I
I
I
I
\
I
\
I
\
\
\
\
I
\
\ •.
\\
. ' '
. "
P/L L = 144.72'
P/L L = 288.80'
P/L L = 255.37'
-3.4%
-4.9%
-0.8%
-1.3%
-3.2%
-1.3%
-1.6%
-3.2% CONSTRUCTION NOTES
1 2 4" TRENCH DRAIN AT DRIVEWAY PER DETAIL 5/C-5.0 8" SQUARE CLOSED-GRATE CONCRETE CATCH BASIN AS CLEANOUT PER DETAIL 2/C-5.034 4" GUTTER W/ MIN. 2% SLOPE PER DETAIL 3/C-5.05 6 4" CLEANOUT
7 4" DOWNSPOUT PER DETAIL 3/C-5.0
8 9 GRAVEL GUEST PARKING AREA
-1.5%
-0.9%
-36.6%
-3.1% EXISTING PRIVATE DRIVEWAY FROM PACIFIC COAST HIGHWAY 101112 18" OPEN-GRATE SQUARE CONCRETE CATCH BASIN PER DETAIL 6/C-5.0 1314 INSTALL STENCIL AT ALL CATCH BASIN INLET DRAINS WITHIN 250 FT PER PER DETAIL 1/C-5.0 PUBLIC WORKS NOTE NO CITY/COUNTY STORM DRAIN INLETS WITHIN 250 FEET FROM PROPERTY LINE. PUBLIC WORKS NOTE 1. 2% MIN. SLOPE TO DRAINAGE DEVICE AND / OR STREET AT ALL PAD AREAS. 2. 2% MIN. SLOPE AWAY FROM BUILDINGS AT AREAS OF HARDSCAPE AT ADJACENT 5 FEET. 3. 5% MIN. SLOPE AWAY FROM BUILDINGS AT AREAS OF SOFTSCAPE AT ADJACENT 5 FEET. 4. PROVIDE CATCH BASIN INLET DRAINS WITH STENCIL PER DETAIL 1/C-5.0. DRAINAGE NOTES 151617 12" SQUARE CLOSED-GRATE CONCRETE CATCH BASIN AS SPLASHBOX PER DETAIL 2/C-5.0 18 -5.0%
-5.0% 24" SQUARE CONCRETE CATCH BASIN AS CLEANOUT 19 PARAPET 12" SWALE PER DETAIL 7/C-5.0 DISTURBED AREA BOUNDARY 20 4" SCUPPER 21 4" OVERFLOW SCUPPER SET 2" ABOVE ROOF SURFACE -0.9% 22 TREE, PER LANDSCAPING PLAN 2324 4" DOWNSPOUT PER DETAIL 3/C-5.0 TO DISCHARGE ONTO ROOF LEVEL BELOW 25 PROPOSED SITE WALL 182.9 SQ.FT. PROPOSED BIOFILTRATION PLANTER PER DETAIL 8/C-5.0 24" CLOSED-GRATE SQUARE CONCRETE CATCH BASIN PER DETAIL 2/C-5.0 -16.5% SEPTIC TANK PER OWTS PLANS DISPERSAL FIELD PER OWTS PLANS 26 SEWAGE PIPES PER OWTS PLANS PROPOSED CONCRETE PICKLEBALL COURT -6.0%
???
-0.6%
-3.2%
-1.2%
-10.0%
-8.9%
-9.1%
-9.4%
-4.6%
-9.5%
-9.0% 12" SQUARE OPEN-GRATE CONCRETE CATCH BASIN AS SPLASHBOX PER DETAIL 6/C-5.0 27 DECK WITH INTERLOCKING PERMEABLE PAVERS FUTURE DISPERSAL FIELD PER OWTS PLANS 4 SEE CONTINUATION OF PRESSURIZED PIPE ON C-4.1
3 3
3 4
4 10
5 5
9 2
2 4
1 19 19 19 19 20 21 22 22 22
3 25 25
1 10
4 1 16
1 12
7 6 14
4 15 15 16 13 15 23 26 2627 11 22 22
8 18 24 19 19 19 19 19 20 20 21 21
3 DISTURBED AREA BOUNDARY

7.67'

16.58'

5.00' 17 DRAINAGE PLAN LEGEND IMPERMEABLE AREA CATCH BASIN PER PLAN GRAVEL AREA CLEANOUT PER PLAN NON-SPECIFIC PERMEABLE AREA DIRECTION OF PIPE FLOW (SLOPED AT 2% UNLESS OTHERWISE STATED) SLOPE PERCENTAGE OF PIPE FLOW 2% PERF. DIRECTION OF PERFORATED PIPE FLOW DIRECTION OF DISCHARGE NATURAL GRADE/LANDSCAPING AREA PRESS. DIRECTION OF PRESSURIZED PIPE FLOW EXISTNG ASPHALT TO REMAIN 4"Ø DOWNSPOUT PER PLAN INTERLOCKING PERMEABLE PAVERS PER PLAN LID LANDSCAPING AREA (100') EXISTING MAJOR GRADE CONTOUR (101') EXISTING MINOR GRADE CONTOUR 4"Ø SOLID SCHEDULE 40 PVC PIPE 1ST FLOOR OUTLINE PROPOSED MAJOR GRADE CONTOUR PROPOSED MINOR GRADE CONTOUR 100' 101' 3"Ø SOLID SCHEDULE 40 PVC PIPE 2ND FLOOR OUTLINE 4"Ø PERFORATED SCHEDULE 40 PVC PIPE W/ HOLES FACING DOWNWARD 4"Ø TRENCH DRAIN PER PLAN DISTURBED AREA 4"Ø GUTTER 6"Ø SOLID SCHEDULE 40 PVC PIPE 4"Ø AREA DRAIN W/ MIN. 2% SLOPE TO DRAIN 28 (E) PAVING D.G. TO REMAIN 28 5000 GAL DETENTION TANK BY JENSEN PER DETAIL 9/C-5.0 29 29 30 EXISTING 6"Ø PIPE 30 30 OVERFLOW PIPE DISTURBED AREA TOTAL DISTURBED AREA 12603.6 SQ.FT. 0.29 ACRES -6.2%
-11.4% 4.1 4.1 REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com
TU
C
H
SC
H
ERENG
IN
EER
ING
G
RO
U
P 1 7/14/23 RC
2 11/13/23 MT 3 2/27/24 MT 4 10/24/24 MT

4.1 10/23/25 MT

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265

DRAINAGE PLAN -
PROPOSED STRUCTURE 23-2457 11/13/23
1/8" = 1'-0" C-4.0 DRAINAGE PLAN - PROPOSED STRUCTURE 4 7 SCALE: 1/8" = 1'-0" 1 11/12/2025
158
---
Ill
+
+ +
+
+
,-------,
I > '
, I
I ' ' !
__._
__._
__._ __._
I
-··-··-··-·· ··-~--~~~=~==71
\ \
\
\
-----------
\
',,,
'.3
I
I
I
I I
I
I
I
\
\
\
\
+
• + •
+
• +
+ •
..-:'.'. 'er 0- 0-- 't:. U', O':.
_;. - _,.~ ilt.----
\
'I
' \ 'I
+
• • +
• +
• +
• • + • • + •
• + • • + •
• + •
• • +
•
•
\ •
' \ \
\
' \
I
I I
!
'
\\
I
\
\
\
\
\
• +
+ •
+
+ •
+
+ •
+
+ •
+
+ •
• + • + • + • +
+ •
+ • + • + • +
•
+ • • +
• •
' \
\
\
\
\
+
• + • +
• +
• + • + • + • +
•
• +
• +
•
•
+ .;' + • • +
• + •
+
• + • • +
+
• • • •
•
+ • "I, + +
+ • + + +
+ • + • + + • + + +
• +
00' BL\Jfr 51;.,B"CK 50.
+
+ + + + +
+ + +
+ + + +
+ +
+ +
+ +
+ + • + + +
+ + + +
+ +
• • + + + l + • + • + + \ + + +
\ + +
• • + • • + • + +
+
+
+ +
+
+
+
• + +
• + + • + +
• + +
• + + • + +
• + + • • + +
• + +
\
\
\
\
. .
,·
l \ • ./·. ! . · .. : .. .-.·--.·.·. ·•·· ·.; •·· ) 1,
•. ,.•-
. .
...
· .......... ··r
I • L' • · f., ..... I - • • • • ••• •• . · . .- ·-: ,,, +
+
+
+ +
+
+
+
+ +
+
+
+ +
+
+
+ +
+
+
+
+
•
\
- I 8-tf C.<I: \ i C :: ; ;:~, ; •..

1...._____7_, ,., ..... ', ... · .. ,, .. ·. ·.•· ....... :·,., .. .· ... ••· -- ..... ·.· .· ... •.· . \
+ + + +
+
+ +
+ •
\
\I
I
\
----
I
,', .. \
\'\ \. ·/·// /
• ,. \ .
. . /
. \// _J
'~---\
'\
_/j \
t"~. \
"'' \\ • - '
•• \ -~··
70' -\'."
•
) \ '
~·· \ \ \\
18 I
\
\
\
\
•
~,,,--v---v---v-+,-v---v-~,,---...rv-----v-v--~v- --v
\\ ·•.. \ \
\ \ .· -~i
\
\
\
\
' \ \
\,
\·
\
I
\
\
• ' \
+
+
+ + • +
+ • + + t
\ • • \.
• • ' \
' \ \
\
\
\
\
'\
\
\
\
____ ,i
+
+
+ • +
+
+
+
+
+
+
+ • +
\
\
\
\
\
\
+ + • +
+
+ +
+
+
+
+
\
•
\
' ' \ '.
\
+ +
+
• +
+ • + +
• + + • • + +
+ +
+
+ • +
+
• • + +
+ +
• + • +
+
• + + +
• + +
+ +
+
•
+ •
•
+ • + + + + + +
• •
+ + + + + •
+
+ + •
+
•
+
+
• +
+
• •
+
+
+
+ +
• •
.~---~,--:.:
l_~: \ ·\ \ \
\ .·~ l
. - ----'-~-~---
---------.-,~ ·---~..-.1"-""'TT'".::.....-•- - - - • - •• -....iiiiiii.--: .--~.--.

GUTTER AND DOWNSPOUT DETAIL 3 DRAIN SIGNAGE 1 NOT IN USE 4 TRENCH DRAIN DETAIL 5 STEEL GALVANIZED CLOSED GRATE SQUARE CONCRETE CATCH BASIN, SIZE PER PLAN T.G. ELEVATION INV. ELEVATION SOLID SUBSURFACE DISCHARGE PIPE, SIZE PER PLAN SOLID SUBSURFACE INTAKE PIPES, SIZE PER PLAN CATCH BASIN DETAIL 2 STEEL GALVANIZED OPEN GRATE SQUARE CONCRETE CATCH BASIN, SIZE PER PLAN T.G. ELEVATION INV. ELEVATION SOLID SUBSURFACE DISCHARGE PIPE, SIZE PER PLAN SOLID SUBSURFACE INTAKE PIPES, SIZE PER PLAN CATCH BASIN DETAIL 6 4"Ø AREA DRAIN ON HARDSCAPE PER DETAIL 6/C-5.0 CONCRETE SWALE DETAIL 7 BIO-FILTER PLANTER DETAIL 8 NOTES: 1. AT LEAST 15 INCHES SHALL BE PROVIDED BETWEEN THE PLANTING SURFACE AND THE CREST OF EACH PLANTER 2. PLANTERS SHALL NOT BE LOCATED ON UNEVEN OR SLOPED SURFACES. 3. TOP SOIL/PLANTING MIX IS AT LEAST 18" DEEP. 4. TOP SOIL CONTAINS NO MORE THAN 30% COMPOST. 5. MINIMUM GRAVEL LAYER SHALL BE 6" DEEP. 6. DIRECT OVERFLOW DISCHARGE PER BUREAU OF ENGINEERING AND BUILDING AND SAFETY REQUIREMENTS. 7. SEE PLANTERS BOX FACT SHEET FOR MORE INFORMATION. JENSEN 5000 GAL DETENTION TANK DETAIL 9 REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com TUCHSCHERENGINEERINGGROUP 1 7/14/23 RC 2 11/13/23 MT 3 2/27/24 MT 4 10/24/24 MT 4.1 10/23/25 MT

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265
CIVIL DETAILS 23-2457 11/13/23 NTS C-5.0 5 7 4
11/12/2025
159
•
I ::::! - --... ·--·-·-· .,,, __ ,.---z
,, ,,r, ,,,
•

IAJS ,O
13" MIN
TO
48" MAX
I
96"
92"

MITER CORNER

DOWNSPOUT PER PLAN
....__ BASKET STRAINER
----ELBOW
----CONDUCTOR HEAD
-------GUTTER HANGER

FASTENED TO ROOF
@ 3'-D" O.C. MAX.
-------DOWNSPOUT

BRACKET FASTENED
TO WALL @ 5'-0" O.C.

MAX .
....__ DOWNSPOUT

BRACKET FASTENED
TO WALL @ 5'-0" O.C.

MAX.
'----CAPPED END
__.,---DOWNSPOUT TO

PIPE ADAPTER
~-SUBSURFACE

PIPE PER PLAN
.
04" PLUMBING 81" 06" PLUMBING 80" i •
INLET INVERT i:
1•
,-

1. 199" l

PLAN VIEW
I '
•
04" PLUMBING 79" 06"' PLUMBING 78"

OUTLET INVERT
[,.;1 1!
~ ---~--I:?\;::::_::: __ _.==. ::::::::;;::::::::::::::::::::;;:=,==.=.== . ===;!J_:::: _ .=_::::_ == ... ==-.. ==-=, -== ... ::_:::: . "c=.:==_-.=:: _.-== .. ==-.==. ,=-=1 . _,:i,~. ==.,.==::;_,=,:::;:;:, _=== ,:·, _=:;_::::::::::::;:::::_=:;_:;: __ =:;1,. ---~·

CROSS SECTION
SUR'( DEPTH: " mo1& Jons,, Pr•«•t• .t.11 diht• ,.,.,,,,d. DESCRIPTION:
,
~ ==~----------,,1.,,, 1·,,, -•,,,.o,... · to_ 1_·o_p ---===-----JJlfiR5Eff Alma1..-;, 1,eppmln1 ••"""""Pnc, .:do:Jm, n1 .. , 0 1h • 1i1• Tank JZ 5000 Gal lon 6 Inch Layout Holding Tank 24"E, 24"E No Baffle !'I': EVE \'l/EJGHT : e,e~n,1n<1or) woro pcO<l•OI ao1 •,. i •<t>otod ,.,,,.,u.~. «.,wr,gt,1 WATER L L· Below Structure 37429.65 Lbs PRECAST EST 19GB 01,.6 ;n,onjune1"'"'#~ha;:,~!~~1:'~;.,.,1.o_,;11>Jo,_,.,P,..,•~ LAYO T DRAWIN rJ FSTGN SPFC

REINRJRCEMENT
TYPE:

ASTM C890,ACI 318 LOADING SPEC: A-1 6 (AASHTO HS20-14) :::.::~: '~ :.~~~;:;,-i.:':c';:;!.°1!~~~hh~•~:o:,:-,;;:,~:i~ PART rJUMnl R • 200033614 rlRAWN rw· E. Fine WWW.JENSENPRECAST.COM "i'"° """°''Pf°"""' 1•;1'::;Tt;~·~:"'1 LIFT "' P'""""""""' P"""' CREATED: 1,'31 /2019 MODIFI ED: 8/30/2022 ING n'PE:
4'
REV:

D-2
S.-IEET
2 OF 2

LVANIZED STEEL

TRAFFIC RATED

GRATE (FLUSH)
6"
4" 4"
MIN.

INVERT
4•
MIN.

TYPICAL TRENCH DRAIN SECTION

TYPICAL PLAN VIEW
u

TYPICAL ELEVATION
g I, 6" I; If 'I
12" MIN. PONDING
4"!11 OVER FLOW PIPE

W/ ATRIUM GRATE
3" MULCH LAYER

CONCRETE PLANTER WALL

IMPERMEABLE POND
LINER 0/ MIRAFI FILTER
FABRIC
PERFORATED PIPE WRAPPED •

IN MIRAFI FILTER FABRIC
..
2 /- <D -4.
«"' .... • ;,; ' % ~1/
• • % / . '
/
' ,,
•
12"

SPLASH PAD
..
(N) SWALE:
3\" MIN. CONCRETE
W/ (3) #3 CONTINUOUS
OR 3\" MIN. SHOTCRETE
W/ 6"x6" 10 GAUGE

WELDED WIRE FABRIC

CONCRETE/MASONRY

WALL OR CURB PER

STRUCTURAL PLANS
---INLET PIPE
--12" SQUARE PRECAST

CATCH BASIN
•• t,. •
J
/~
1/ ' /
/

SOIL/ PLANTING MIX
1/4 "-1/2" WASHED PEA
·~"6""""~0---is~"""<S·o·--.s·o·o"·o·o·o·c5""""'d"""tl·o·o•a--¢~7f·o· 000000000000000000000000
00 0000000000000000000000
• •
.. • r, •• .. .I>
It •
' /~ ,, / <.'< //., 1', :'-<,

PERFORATED PIPES CONNECTED
BETWEEN (2) BIOFILTERS
GRAVEL
3/4" WASHED GRAVEL
LAYER
ELEVATION STATION STATION 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 5560728496108 0+00.00 0+25.00 0+50.00 0+75.00 1+00.00 1+25.00 1+50.00 1+75.00 2+00.00 2+25.00 2+50.00 2+75.00 3+00.00 3+10.00 0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0+50.00 0+60.00 0+70.00 0+80.00 0+90.00 1+00.00 1+10.00 1+20.00 1+30.00 1+40.00 1+50.00 1+60.00 1+70.00 1+80.00 1+90.00 2+00.00 2+10.00 2+20.00 2+30.00 2+40.00 2+50.00 2+60.00 2+70.00 2+80.00 2+90.00 3+00.00 3+10.00 ELEVATION STATION STATION 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 5560728496108 3+10.00 3+25.00 3+50.00 3+75.00 4+00.00 4+25.00 4+50.00 4+75.00 5+00.00 5+25.00 5+50.00 5+75.00 6+00.00 6+20.04 3+10.00 3+20.00 3+30.00 3+40.00 3+50.00 3+60.00 3+70.00 3+80.00 3+90.00 4+00.00 4+10.00 4+20.00 4+30.00 4+40.00 4+50.00 4+60.00 4+70.00 4+80.00 4+90.00 5+00.00 5+10.00 5+20.00 5+30.00 5+40.00 5+50.00 5+60.00 5+70.00 5+80.00 5+90.00 6+00.00 6+10.00 6+20.004 PROPOSED DRIVEWAY PROPERTY BOUNDARY OF 33008 PACIFIC COAST HWY FILL CUT REAR DECK PLPL PLPL PACIFIC COAST HWY RIGHT OF WAY REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com TUCHSCHERENGINEERINGGROUP 1 7/14/23 RC 2 11/13/23 MT 3 2/27/24 MT 4 10/24/24 MT 4.1 10/23/25 MT

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265
DRIVEWAY PROFILE 23-2457 11/13/23 1" = 10'-0" C-6.0 DRIVEWAY PROFILE (STA. 3+10.00 - 6+20.04) SCALE: 1" = 10'-0" 2 6 7 DRIVEWAY PROFILE (STA. 0+00.00 - 3+10.00) SCALE: 1" = 10'-0" 2 11/12/2025
160
'
• '1·
• •
• .
" I -
•
• •
" I
•
• "' . • • ""' • •
I
• •
" I , . -- 6.2% 1:T!- -
• . - 4.0% -
• ,r
.

I .., "-% 3.6%
• 4.3%
-
-
•
- 2.( % 2.0% I • 2.0% t- 4.:);o - • - - -
" .
• 5.0% --- I
• •
-
• I • •
.
" I
' - ' - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' •
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I
' ' ' ' ' ' ' ' ' '
.
'/
•
•
I l<5%
-

0.6%

9.Ulo •
-
• - •
-·
-
I
-~ I
• •
- •
-
-
'
• •
·'\-£\-,fJO

8.3% -
I
•
-- - •
•
-9.7%

5.2%
-
- I
.

2.8% -~o
• -
•
I
• • •
• • I
• I •
• • ' • • I • • .
• I
" •
•
•
. . . ' . - - ' . . - - . . . . . . . ' . . - ' ' . . - . . . . . - ' . - - I ' . . - - . . . . - - . . - - .

SITE WALL SHALLOW FOUNDATION 24" DEEP INTERIOR SLAB ON GRADE 4" THICK SYMBOL DESCRIPTION COMMENTS FOUNDATION LEGEND REVISIONS BY JOB #: DATE: SCALE: SHEET OF STAMP STAMP DATE

PROJECT DRAWING
130 PINE AVE, 3RD FLOOR
LONG BEACH, CA 90802
310.613.9980
www.TEGLosAngeles.com
TUC
H
SC
H
ERENG
IN
EER
ING
G
RO
U
P

JENNY RESIDENCE
33008 PACIFIC COAST HWY
MALIBU, CA 90265

PRELIMINARY
FOUNDATION PLAN 23-2457 8/10/23
3/16" = 1'-0" S1-P PRELIMINARY FOUNDATION PLAN 8 8 SCALE: 3/16" = 1'-0" 1 08/10/2023 11/12/2025
161
\
~-
r.===========================;-i " )
I
I
I
(
\
\
I
I
\
\
\
\
\
I
I
I
I
\
\
\
\
\
\
I
I
I
I
I
\
\
\
\
\
\
\
I
I
I
I
\
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
I
I
I
I
I
I
I
' \
\
\
\
\
I
. .,_ ...
, 'C •:....,. -,;' •• • '• •
::::::::===:::::::::::::::::::::::=:::::::=:::\ ',,
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
l
Cover Sheet

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L0.00
PROJECT:

BLUFFTOP
1 11/12/25
1" = 40'-0"
KR
23-06
1 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
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
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
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

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

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'
(E) PAVING D.G.

TO REMAIN
DEED

RESTRICTION
AREA
0 40 80 FT N
162
' '
\
\
\
\
-\,\·--:~~, ' ', ~ --~ 'Ii,
\\ '-. ~l,);.. ',,\'.~•: ,, ··~ ~ \"·. __ \ :l~-- a ' ,--;-;cc~~=acc,.·.=.c_,.,,- cc!(~ \',,,,,,, • ,_ ,-,- \ ' \ \~/ °", ---,- -->·<ii,,- ·:-:::;:.c;- _ ·-- , __ ,._ ' '_, , ' " ' ' ' '
' ' ' '
' '
' ' ·' ,
\_
' ' '
' ' ' ' ' ' \ I . ' \
' \
'
' ' '
\
'
'
'
•
'
'
' '
'
'
,/
Y-"f', if I
'.
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
(P) Prefabricated Boardwalk, Set on Grade (NO FOOTINGS) - MFR: Fifthroom, PRODUCT: No Rail Cedar Pedestrian Bridge (or approved equal)
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

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

TOE OF BLUFF

PROPOSED

FRONT YARD
10 30
55 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
(E) PAVING D.G.

TO REMAIN
DEED

RESTRICTION
AREA
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.
+ L.P.

P.A.

P.A.
(E) Catch basin

SHARED DRIVEWAY
P.A.

RAIN GARDEN
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.
6 L1.01
33008 Pacific Coast Hwy
A.P.N. 4473-017-009
MMC Zoning: RR2 (Residential Rural 2-Acres)
Hardscape
& Lighting Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L1.00
PROJECT:

BLUFFTOP
1 11/12/25
1/8" = 1'-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
FX Luminaire - Luxor Controller FX Luminaire - Path Light FX Luminaire - Wall Light FX Luminaire - Overhang Kuzco - Sconce
Recessed Light
WAC Lighting - Beam
Mounted Light
163
\
\
'
' \
' ' ' '
- - ---"...,..---
\
\
\
\
\
\
\
' ' ' ' ' ' ' ' ' ' '
\
\
\
' ' ' ' ' I
------
' ' ' ' ' ' ' I
' \
' '
' ' ' ' ' ' '
\
\
\
\
' ' ' ' ' \
' \
' I
' ' '
\
\
; '
J- -]
' ' ' ' ' '
' ' ' '
' ' '
'
' I
' I
' I
' ' ' ' \ ____.,__
' '
' ' ' '
' ' ' '
'
'
' ' ' \
' '
' ' I
' I I
I
I
'
'
' \
\
\
' I
'
' '
' ' ' ' ' '
' '
' '
'
' ' ' '
'
'
' ' ' '
\
\
' '
' ' ' ' '
' '
' '
\
'
' '
' '
'
' ' ' '
\_ ------
~, "~
' ' '
' '
' '
'
'
'
I
I
' '
' '
' ' '
' ' ' ' ' '
' ' '
I
'
I
'
'
' '
'
'
I
'
'
' '
'
' '
" [' '}', - .----, --, -----, '
'
' '
' '
' ' ' ' '
' '
' '
' ' ' '
'
'
' '
' '
' ' ' '
' '
' '
' ' ' '
'
' ' '
' ' ' ' ' '
' ' '
' '
'
'
'
' '
'
'
'
'
' I
' '
' ' '
' ' ' \
' ' \
1 ' ' ' ' '
' ' '
, '
' ' ' ' ' ' ' '
' ' ' '
~-' ---~ - ---~
'
' '
' ' '
' '
' '
' ' ' ' ' '
'
' \
'
'
' ' ' ' ' ' ' ' ' ' '
' ' \
I
' ' '
' ' ' '
' \
' \
\
' '
' '
' I
' ' ' '
' ' '
' ' ' ' ' '
'
' '
' ' ' ' ' ' ' '
\
' ' '
' ' ' ' ' ' ' ' '
' ' ' ' ' ' '
' '
' '
' ' \
' ' '
' '
'
'
-·-t, /
-,, , I
'
' '
' ' \
,',"'~--=-~-=------~--~' -·
' '
C
',
--- ~---.,··-·-· ______ :.,. __
' '
' ' ' ' ' ,
' '
'
' ' ' '
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
---~-' ---\ ' ---
' '
' '
'
' \
' '
' ' '
'
\
'
' ' ' \
' '
'
\
,
'
I
'
'
' ' ' '
' '
' '
' \ ' ' ' ' '
' ' ' '
'
' '
' '
' '
' ' ' ' ' '
'
' '
' ' I
\
' '
'
' '
'
'
'
'
' ' '
'
' \
' ' '
'
'
'
'
'
' ' '
'
'
'
\
'
' '
I
'
'
'
'
'
'
'
' \
I
'
'
'
'
' '
' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
' '
'
'
'
' '
' I
'
'
' ' '
'
'
' \
'
'
'
'
'
'
'
'
I
' I
'
'
'
'
\
\
' __ ....,,_ __
'
'
'
'
'
I
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I '
'
'
'
'
' '
'
'
' - ~ ' ----~---- ', __ ' ,
' ' ' ' ' ' ' ' ' ' ' '
' '
' ' I
' ' ' ' ' ' ' ' ' ' '
' ' ' \ ' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
' '
'
I
I I
' ' ' ' ' ' '
' '
' ' ' ' ' ' ' ' ' ' ' ' ' '
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
' '
' ' \
' '
'
'
'
' \
'
'
'
'
'
' I
'
'
'
'
'
'
' ' ' I
'
\
'
'
'
' I
\
' I
'
' \
'
'
'
'
'
'
' \
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
' I
'
'
' '
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
\
'
'
'
\
'
' \
'
'
'
'
) .---·./
'
' '
'
'
'
'
\
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
I
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
' I
'
'
\
'
'
'
'
' I
\
'
'
'
' I
' \
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
,
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
/
' ' ' ' ''_{/
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
I
'
'
'
'
' I
\
'
'
'
'
'
'
'
'
' '
' ' ' ' '
' ' ' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
' I
'
'
'
' I
'
'
'
'
'
'
'
\
' I
'
' I
'
'
'
'
'
\
'
'
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
I
' I
'
'
'
'
\
'
'
'
'
\
\
I
I
'
'
'
'
,,
'
'
'
'
'
'
'
' ,
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
' \
'
\
'
' I
'
'
'
' I
' ' ' \
'
'
'
' I
'
'
'
'
'
\
'
'
'
'
'
'
'
' \
I
'
'
I
'
'
'
'
'
' I
'
'
'
'
'
)
'
------------ .
__________ ·, ,'
~- ' \
' ' ' ' ' '
_J
0 ' ' ' ' ' ' ' '
' '
' ' ' ' '
' '
' ' '
' ' ' ' '
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
I '
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
' I
\
'
'
I
'
' I
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
' '
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
I
'
'
'
' '
'
'
' ' '
i
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
' I
' \
' ' ' .... 2( \ ', / \ - -'..,--...:. __ ' '
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
'
,
'
'
' \
'
'
'
'
'
'
'
'
'
' ' '
'
'
'
' \
'
'
'
'
'
'
' ' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
'
'
'
I
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
\
'
' \
'
'
'
'
'
V
\
'
' '
'
\
'
'
'
'
\
'
'
'
I
'
\
•
'
'
'
'
'
I
'
'
'
'
I
\ '
I
··o· ,.
. . ·
>:'
-· ·,
'
'
O
.. ·:
'
-< -L-
·1\•··•···\\\\ \\\\~,: l.,,,·,,·Yr'I
; ':() c\Y --~ -- ·---
\ \
'
'
' '
'
'
' I
\
I
'
'
'
'
'
'
•
'
'
'
'
'
\ ' \ '
'
'
'
' ' '
'
'
'
,
'
I
,
,
I
'
',
I
' ' ' - ----!'-------- ' I I ,--
\ '
'
'
'
'
'
'
, ' ' '
', \
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
\
\
I
\
'
'
'
'
'
'
'
'
'
'
'
\
'
' \
'
\
I
'
'
'
\
'' \
' ' ' ' ;- \
' \ ' \
'\\\\
~ ----\
~ '
'
'
'
'
' \
'
'
'
'
' \
'
'
- ---1·<"·'
'
'
'
' \
'
'
'
'
'
'
'
\
'
'
' \
'
'
' \
'
'
'
'
'
-\
'
I I
I ',I
1,

I --, '
, '\l,'<l,, I
[]
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
' \
\
'
'
'
'
'
' ,\ '' '
' r, ·\ '
"
, '
'
'
'
'
------------
I ' u ' - , I 1- ,
\
Oo
\
\
\
-'
\ .
' -- 2 ,
'
, '
'
'
'
,
,
'
,
, '
'
,
,
'
'
'
,i
' ,,
,
'
'
'
'
!
0 8
8 8
8 8
8 ---------,
'
., '
_A• /
' ' '
~--•
----
'
'
'
'
'
'
'
'
'
'
Hardscape
& Lighting Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L1.01
PROJECT:

BLUFFTOP
1 11/12/25
as noted
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
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"
164
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
---"c-
----
1 fl I '· ',• ~~-i~~~
111
11 •-.: - .:. ;." ;...~ C
~,I
111 \\ I 111
. --~-a- .:_j
I I
/_/
/
111
11 111 I 111 II 11
"
/
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
Irrigation Plan

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L2.00
PROJECT:

BLUFFTOP
1 11/12/25
1/8" = 1'-0"
KR
23-06
4 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
P.O.C.

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
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

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

TOE OF BLUFF

PROPOSED

FRONT YARD
10 30
55 15'
T.O.BLUFF SETBACK
15'
T.O.BLUFF SETBACK
68'
71'
(E) PAVING D.G.

TO REMAIN
DEED

RESTRICTION
AREA
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
165
\
\
\
\
\
' ' I
I
\
' ' ' ' ' ' \
' '
\
\
\
\
~--\
__J.:
\
' ' '
' '
' ' '
\
\
\
\
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' ' ' '
\
\
\
\
' ' ' ' '
' ' '
' '
I
'
\
' '
' ' '
\
' ' ' '
' '
' ' ' '
' ' '
' ' ' '
\
\
' ' '
'
' ' ' \
' '
\--
' '
' ' '
' '
'
' ' '
\
\
' ' ' ' ' '
' ' ' '
'
' ' ' ' ' '
'
' ' ' ' ' ' \
\_
' ' \
' '
' ' '
' ' \
' ' \
' ' '
'
'
' '
'
' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' - '.,-----',,-
' ' ' ' '
' ' ' ' ' '
'
' I
' ' '
' ' ' '
,
'
' '
'
' '
' ' ' '
'
'
' '
' ' ' '
' ' ' '
' ' ' ' ' '
'
\
' '
' '
' '
'
' '
'
' '
' '
' ' '
' '
' '
I
I
\
I
'
' \
'
---------
'
' '
' '
' '
' ' ' ' '
I
' ' ' ' ' '
'
' ' '
I
'
'
' ' '
'
' ' ' '
' ' '
' '
I
' '
'
' ' ' ' ' '
\
' ' '
' '
' ' '
/
' ' ' ' '
'
'
'
'
'
' '
' ' '
' ' '
' ' '
' ' ' '
' '
'
' ' ' ' ' ' '
'
'
'
'
' '
' ' '
' ' '
' ' ' '
' ' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
' ' ' '
-f;CCi!?,! -·--;:. - - ' ----1--J
' : \
"' i ' "'C\--C-~ J---_,
' ' ' I
'
'
,
,
\
' ' ',, ' ' \
' '
' '
' \
' ' \
' '
' '
' ' ' ' 8 ' ' ' ' ' '
' ' '
'
'
'
'
' ,
' ' '
' ' '
' ' I
I
' ,
' ' '
' ' '
' ,
' ' ' ' '
' ' ,
' ' '
'
' ' ' ' ' ' '
' ' ' '
' ' ' ' '
,
' ' ' ' ' ' '
\ ,
' ' ' ' ' ,
'
' ' ' ·--'-··ac·-· _______ _
'
' ' ' ,
'
' I
' ' ' ' ' ' '
' ' ' '
' '
' ' ' ' ' '
'
' '
' '
'
' '
'
' '
,
,
' '
' '
' •\-,_,__ __ .., ,
' '
D
\
' ' ' '
' '
\
,
I
'
' '
' ' '
' '
' '
\
'
' ' ' '
\
' ' ' '
' '
' '
'
'
' ' '
' ' '
\
' ' '
' ' ,
' ' '·
' ' ' '
' ' ' ' '
' ' '
' ' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
\
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
I
'
' \
I
' '
'
'
'
'
'
'
'
'
'
'
' \
'
'
'
'
'
'
'
, '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' ' ,
' \
' '
'
' '
'
'
,
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
' I
'
'
'
'
'
'
I
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
' '
'
' I
' '
' '
\
llll
'
'
'
'
'
'
' ,
' ' ' '
' '
' ,
' '
' ' ' ' ,
'
'
\
-,--
'
'
' '
'
'
' '
'
'
'
'
,
' \
' \
I
_/
\
'
'
' I
\
' ' '
'
' '
I
\
'
'
'
\
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
I
' '
'
'
'
'
'
'
'
'
\
'
'
' '
'
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
,
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
\
'
'
'
' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
I
' I
\
'
'
'
'
'
'
'
'
'
'
\
'
'
I
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
' '
'
' I
'
'
'
'
' ' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
,
'
' I
'
'
'
'
'
'
,
'
' \
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
\
\
'
'
'
'
\
'
'
'
'
' V
'
'
,
'
'
'
'
'
'
'
'
'
I
'
'
'
' I
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
,
,
' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
\
'
' I
'
'
' I
' '
'
'
'
,
I
'
\ '
'
'
,
'
,
,
'
'
'
'
'
'
'
'
'
'
I
' I
'
'
'
' I
' '
'
' ,
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
\
'
' I
'
'
'
'
'
' I
'
'
'
'
'
' I
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
',
' ' '
' '
'
'
'
'
'
'
'
\
'
,
,
'
'
'
' ,
''
'
I
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
' \
\
'
'
'
'
'
'
'
'
'
'
' \
I
'
'
'
'
'
'
'
'
'
'
' I
' \
'
)
I
-----------' ---------------------------
' \
' I
'
'
'
'
'
'
'
'
'
'
I
, '
'
,
'
\ '
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
\
'
'
'
'
' \
'
'
'
I
I
' I
'
' , /
/' ,
' I
'
'
' I
'
'
'
' \
' \
'
·- ·--
I
'
I
'
' I
'
,
'
'
'
\
'
'
'
'
'
'
'
' I
'
'
'
\
'
'
'
'
'
'
'
'
' '
\
\
'
'
'
,
'
'
'
' \
\
'
'
\
'
'
'
'
'
'
'
\
'
'
' I
'
'
'
'
I
'
'
'
'
I
'
'
'
'
'
'
'
'
'
\
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
,
'
'
'
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
' \
\
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
' '
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
' '
'
'
'
\
'
'
'
'
'
' '
' I
'
'
'
'
'
'
'
'
'
\
' \
'
'
\
'
' '
' \
'
' \
\
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
,
,
,
,
·~ .
----:$;
~~"~
:s::~~
-~'S:
'
' '
'
' ,
\
I
\
,
'
'
'
\
'
'
'
'
'
'
'
'
',
I
\
'
'
'
'
'
' '
'
'
' I
'
'
'
'
'
\
'
'
' '
'
\
\
f l
I I
', /
·-- ./
'
ii
_,
_J
,
V
~ ' ' ~ - • ~=--,,,----~~ ~\
\
J
- - - ,- _,. _,. '\
X '
'
'
'
'
'
'
'
' ' \
/ \.A,,_\"'
t ··
I,
I
I
I
''c - C -l:-'"
0 y
'
\\.\
, ~, - -- -
'
-,
' I
\
\
r
'
'
'
'
'
'
'
'
'
'
'
'
'
'
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
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"
finish grade
clean compacted backfill
control wire in schedule 40 conduit,
tape to mainline @ 4' O.C.
lateral line
mainline
undisturbed soil
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
wire stakes, 3'-0" MAX spacing
3"
3'-0"
mulch
1/2" FPT manual ball valve
lateral pipe
brick (1 of 4)
3/4" washed gravel sump,
2 cubic foot
finish grade
irrigation hose fitting, MODEL: HUNTER
IHFIT-3850
1/2" MPT connection from lateral
irrigation hose, MODEL: HUNTER IH-250,
lenght as necessary
standard valve box with cover,
MODEL: RAINBIRD VB-STD
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
lateral pipe
PVC female adaptor
pressure regulating filter
standard valve box with
cover, MODEL: RAINBIRD
VB-STD
30" linear length of wire coiled
manifold pipe and fittings
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
bubbler, see irrigation
schedule for type and size
root watering system, 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
L2.01
PROJECT:

BLUFFTOP
1 11/12/25
as noted
KR
23-06
5 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
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
166
I 11 111 1111111111
Ill lllllll I 11 111 1111111111
◄
/
/
/
r·-
< ··1
I I
I I I,
I I
I I
I
I I
I I
I '
i
I
1 I I I I
I I
I, I
' I 1 I I I I '
·----._':::i
""'"'-
/
/
/
• "'"'"'.

C
//
//
"
/
/
/
/
/
/
/
/
/
/
/
j
/
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
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
E
L
A
S
A
A
S
S
S
S
S
S
S
S
A
A
A
A
S
S
S
S
S
S
A
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E
E
L
L
L
L
L
L
A
A
A
L Cc
L
L
L
S
S
S
S
S
E
E
E E
A
A
E
E
E
A
A
S
S
E
E
E
E
E
E
E
A
A
A
S
S
A
Cc
Cc
Cc
E
S
S
S
S
S
S
A A
Cc

L L L L L L
S S S
E
E
A A A
E
S
S
S
S
E
L
S
Cc
A
A
S
Cc
L
L
L
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

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'
(E) PAVING D.G.

TO REMAIN
DEED

RESTRICTION
AREA
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 11/12/25
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
167
\
\
\
' ' ' '
-------.,.,,....--
\
\
\
\
\
\
\
' ' ' ' ' ' ' ' '
\
\
\
-------
' ' ' ' ' ' ' ' ' ' \
' ' ' '
' ' ' '
' \
' '
' ' ' '
' ' '
'
\
\
\
\
\
\
' ' '
I
' '
' ' ' ' ,- ______ ,._ ___ _
' '
' ' '
' '
' ' ' ' ' ' '
' ' '
' ' ' '
' ' '
' '
' '
\
\
\_ __
' ' ' '
' ' ' ' ' ' ' ' ' '
' ' ' '
' ' ' '
- '--------~--
' '
' ' \ ' '
' ' ' ' ' ' ' ' ' '
' ' ' ' '
' '
'
\
'
' ' '
'
' '
' ' ' '
\
\
' '
' ' '
\
'
'
' '
' ' '
'
'
' ' '
' ' '
' '
' '
'
'
' I
'
' ' ' I
I
' ' '
'
'
' ' '
' ' '
\
' ' '
'
'
\
' ' '
' ' '
' ' ' ' ' ' '
'
' ' ' ' ' ' ' ' ' ' ' ' '
' '
' '
' '
' ' ' ' '
' ' ' ' '
' ' ' ' ' ' ' ' ' '
' ' '
' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' '
' '
' ' ' ' '
,_ - - - ..,
'
' ' '
' ' ' ' '
' ' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
' ' '
' '
' ' ' \
' ' '
' ' ' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' '
------
' ' '
' ' ' ' ' '
' ' ' '
' \
'
' ' ' ' '
'
'
' ' ' ' '
'
' '
'
'
' ' '
' ' ' '
'
' ' '
' ' '
' '
' '
'
'
'
' ' ' ' ' ' ' '
' '
' ' ' '
' ' ' ' ' ' ' ' ' ' ' '
'
'
" '
' ' '
' ' '
'
' ' '
' ' ' ' ' ' '
'
' ' '
' '
' ' ' \
\ \
' '
' ' '
' ' ' '
'
\
' ' ' '
' '
'
'
' '
' \
' ' '
'
' '
' '
' '
' '
'
' '
' \
'
' ' '
' ' ' ' ' ' ' I
' ' ' '
' ' ' ' ' '
' ' ' ' ' ' '
' '
' ' ' ' ' ' ' ' ' '
' ' ' '
'
' ' \
' ' '
'
' '
' ' '
' '
'
' ' ' '
' ' ' '
'
' '
'
\
\
' ' '
' '
' ' '
'
\
' '
' ' ' '
'
' '
' ' '
'
' '
' ' ' ' '
\
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
' '
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
' \
'
'
'
'
' \
'
'
' \
'
'
'
' I
'
'
'
'
'
' I
'
'
'
'
' '
\
'
'
'
' '
'
'
'
' \
'
'
'
'
\ '
' '
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
' '
'
'
'
'
' '
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
' I
'
'
'
'
'
' '
'
' '
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
' ' ' '
' '
'
'
' I
'
\
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
' '
'
'
'
'
' '
'
'
' '
'
' ' ' ' '
' ' ' '
' '
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
' ' ' ' ' '
'
'
'
'
'
'
'
'
'
'
'
' '
' '
'
' '
' '
' '
'
' '
' ' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
L
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' \
'
' ' ',
'
'
'
'
'
' '
' \
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
' '
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
' ' ' ' '
' '
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
' \
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
' '
'
'
'
'
'
' I
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' ' ' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' I
'
'
'
'
'
'
' ' \"' \
' ' ' ' ' '
' '
' '
' I
I
'
'
' '
' ' '
'
'
\
'
\ :\ ' '
'
'
'
'
'
'
' ' '
' '" '
( '
-,
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
I '
'
'
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
'
'
'
'
I
'
'
'
'
'
' '
'
'
' I
'
'
'
'
'
' I
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
'
' \
'
'
'
'
'
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
' '
I
'
'
'
'
'
' '
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
'
I
'
'
'
'
\
'
'
'
'
'
'
'
'
'
'
'
\
' I
'
'
'
'
'
' '
\
0 •
0 ,
'
' \ i
•~""'""'"~
°' 0 = % ~f
O
'"""'"" .
.
'
-
\'.fffl\'-
. /V\ :.c:
□ ·~:-- '?1/,' 1 '\\ .l~ -- .

V
. ,,
'
.
. ~-->
>"''"r•·-1. -------1 - '
,,
,---
I
IL
'
...... ___ .,,
0 I\
''
I
I
', \ _: , __ ,,, --
'
'
'
'
'
'
'
' ---r ---._ --- -... __ .,,,.
'
'
'
'
'
~
'
'
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
Mulch Installation
scale:
1 N.T.S.

Groundcover Layout
scale:
2 N.T.S.

Shrub Planting
scale:
3 N.T.S.

Shrub Planting on Slope
scale:
4 N.T.S.

Tree Planting
scale:
5 N.T.S.

Tree Staking
scale:
6 N.T.S.
shredded wood/leaf
mulch (see planting notes
finish grade
deepened shovel cut edge
finish grade
Note:
mulch under trees and shrubs and
blend into groundcover areas
12"
3"
EQUAL
EQUAL
1/2 XX
back of curb/header or
edge of hardscape
Note:
all shrubs and groundcovers to be
planted at equal spacing (triangular)
unless otherwise indicated on plans
plant location
set crown 1" above grade
mulch under shrubs, crown to remain
free and clear of mulch
temporary 4" berm
finish grade
TYP. backfill
lightly scarify rootball surface
slow release fertilizer
2X ROOTBALL
(2) nylon reinforced ties; 1" wide figure 8
tree ties. Adjust to allow for tree
movement.
attach tie to stake with galv. roofing nails
Notes:

1. Refer to Planting Detail for hole size,
backfill, etc.

2. Modify installation as required for
trees in public right of way.
18" min. into
undisturbed
subgrade
+/- 2"-0"
+/- 5'-0'
6'-0"
2-1/2" diameter lodgepole, drive 18" min.
into undisturbed sbugrade outside
rootball.

Tree Trunk
Edge of Rootball
Tree Stake
Edge of
Planting Hole

PLAN VIEW
rootball, set on firm soil at bottom of pit
4" high, temporary berm
backfill, per planting notes
undisturbed soil
12" deep augered holes, backfill
with amended soil, 4 holes per tree
Notes:

1. Set rootball with crown 1" above
finished grade.

2. After the inital hand watering, grade
temporary berm to match adjacted
finished grade. Mulch basin to within
3" of trunk.
set crown 1" above grade
mulch under shrubs,
crown to remain free and
clear of mulch
2X ROOTBALL
finish grade
TYP. backfill
lightly scarify rootball
surface
slow release fertilizer
Planting Details

SHEET CONTENTS DATE
SCALE
DRAWN
JOB
SHEET

OF SHEETS
L3.01
PROJECT:

BLUFFTOP 1
11/12/25
as noted
KR
23-06
7 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 WO
RK.
1187 Coast Village Road, #287
Santa Barbara, CA 93108
TEL 805-697-7466WEB www.barefoot-design.net

SUBMITTALS
5/11/23
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 15g4 Med 10'-0" - 20'-0" Citrus spp. Assorted Citrus Varieties 24" Box3 Med 12'-0" Quercus tomentella Island Oak 48" Box2 Low 35'-0"
Shrubs & Perennials
Achillea millefolium Yarrow 1g 20 Low < 1'-0"
Aeonium 'Mint Saucer' Mint Saucer Aeonium 1g6 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 1g7 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 15g9 Low 15'-0" Salvia apiana White Sage 1g8 Low 3'- 0"
Salvia leucophylla Purple Sage 1g 39 Low 2'-0"
Groundcovers
Walk-On Bark 882 SF N/A
A
AS
CcEL
All plant materials shall be set out as shown on plan. Final locations shall be approved by the Landscape Designer prior to planting.

1. Landscape Contractor shall be responsible for becoming aware of all underground utilities, pipes and structures. The Contractor shall be held responsible for contacting all utility companies for field location of underground utility lines prior to any excavation. 2. Do not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the landscape designer, Barefoot Design, 805.697.7466.

3. The Landscape Contractor shall assume full responsibility for all necessary revisions due to failure to give such notification.

4. Landscape Contractor shall be responsible for any coordination with subcontractors as required to accomplish planting operations.

5. The Landscape Contractor shall allow for the addition of specified quantities of soil amendments and conditioners in soil preparation and finish grading, per recommendation of soils report.

6. Recommendations in the Soils Management Report shall be incorporated into the landscape installation and a copy of the report is to be on-site at the time of inspection.

Unless soils have greater than 6% organic matter in the top 6” of soil, compost at a rate of a minimum of (4) cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of 6” into the soil.

7. It is the Landscape Contractor's responsibility to furnish plant material free of pests or plant diseases. Contract-grown or 'tagged' material must be inspected by the Landscape Contractor and certified disease free. It is the Landscape Contractor's obligation to warranty all plant materials.

8. The Landscape Contractor shall provide healthy, vigorous plant stock grown under climatic conditions similar to the conditions in the locality of the project.

9. Specimen trees will be selected and tagged by Landscape Designer prior to plant installation.

Landscape Contractor is responsible to do their own quantity take-offs for all plant materials and sizes shown on plans. All substitutions shall be reviewed and approved by the Landscape Designer.

10. See details and specifications for staking method, plant pit dimensions and backfill requirements. If details have not been provided, contact Landscape Designer. Plant crown elevations relative to finish grade are shown on planting details and shall be strictly adhered to. Proper compaction of backfill to prevent settlement shall be required.

11. The Landscape Designer will approve finish grades at all landscape areas prior to planting.

12. The Landscape Designer reserves the right to adjust the location of plant material during inst allation
as appropriate to the project.

13. Landscape mulch shall be applied at 3 inches thick over all landscape surfaces except lawn areas and per City of Malibu guidelines. Mulch must be approved by Landscape Designer. 0-5 feet from structure, flammable mulch is prohibited. 5 feet to 30 feet, limited non-continuous use of organic mulch is permitted with a maximum application area of 20 feet x 20 feet, and a minimum 5 foot separation between application areas. 30 feet from the structure, organic mulch and wood chips are permitted.

14. All side and rear yard hedges shall be maintained at or below 6'-0" in height.

15. View impermeable hedges occurring within the front setback serving the same function as a fence or wall shall be maintained at or below 42" in height.

16. Vegetation shall be situated on the propoerty so as not to obstruct the primary view from private property at any given time. Giving consideration to the plant materials future growth.

P l a n t i n g N o t e s
G e n e r a l N o t e s

1. Refer to Architectural and Civil Engineer for hardscape and walls.

2. Refer to Civil Engineer for all grading and drainage 168
..... ·;z,.~ \ ~\' ... .. ;-\ ... •
•
,,,,,,,,,,,····/
~ ~·<.:-~
II II 1111 111'
1111 I'
/
/
/
/
.. - ., J
• • • • •
• • • •
• • • • •
• •
: ' ' . [\
. 11 11 11 1~, 11 11 11 11, 11. 11 I
,111111111111111111 1!11' ll1 1
'' -1 I -11 - '' ·-,
t-z
Oc.,
0 LL.
-
I.LI Cl)
Q: I.LI
C
rn
Site Photos
CDP No. 23-034
33008 Pacific Coast Highway
ATTACHMENT 3
169
CDIP No. 23-0,3,4
33008 Pacific Coast Highway
Southeastern View of Proposed Residence
170
0 eastern Ve pose
Northern View of Proposed Residence
171
Pro osed e ce
Access Easement
that Connects
PCH to the
Project Site
172
View of Proposed Residence from 33006 PCH
173
I.
,
~•~ =::tt=============================================================r• 1m11~~• Ve opose Res1 ce ro 33006 P

BIOLOGY REVIEW

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

TO: City of Malibu Biologist
City of Malibu Planning Department REVISED DATE 05/30/2025 JOB ADDRESS: 33008 PACIFIC COAST HWY
APPLICANT / CONTACT: Arfakhashad Munaim, Schmitz & Associates, Inc.

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

PROJECT NUMBER: CDP 23-034
APPLICANT EMAIL: [email protected]
Malibu Planning Department and/or Applicant
FROM: City Biologist, Courtney McCammon
PLANNER: Raneika Brooks
TO:

The project review package is INCOMPLETE and; CANNOT proceed through Final Planning Review until corrections and conditions from Biological Review are incorporated into the proposed project design
(See Attached).

The project is APPROVED, consistent with City Goals & Policies associated with the protection of biological resources and CAN proceed through the Planning process.

The project may have the potential to significantly impact the following resources, either individually or cumulatively: Sensitive Species or Habitat, Watersheds, and/or Shoreline Resources and therefore Requires Review by the Environmental Review Board (ERB).

Signature Date
Additional requirements/conditions may be imposed upon review of plan revision Contact Information:

Courtney McCammon, City Biologist, [email protected], (310) 456-2489, extension 277 Building Plan Check (BPC) Required q Yes q No BPC Fees Req'd $ REVISION:

Rev 05/29/2018
X
6/6/25
ATTACHMENT 4
174
City of Malibu
Biology ● Planning Department
23825 Stuart Ranch Road · Malibu, California · 90265-4861 Phone (310) 456-2489 · Fax (310) 456-3356 · www.malibucity.org

Page 1 of 4 ends

Malibu City CouncilOctober 21, 2026

Malibu City Council
October 21, 2026