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CL_AGN_250724_PC_AgendaPacket_F1 Planning Commission Thursday, July 24, 2025, 6:30 PM Regular Meeting City of Rolling Hills The meeting agenda is available on the City’s website. The Planning Commission meeting will be live-streamed on the City’s website. View both the agenda and the live-streamed video. Members of the public may submit written comments in real-time by emailing the City Clerk’s office. Your comments will become part of the official meeting record. You must provide your full name, but please do not provide any other personal information that you do not want to be published. View recordings to Planning Commission meetings online. AGENDA 1. Call to Order 2. Roll Call 3. Pledge of Allegiance 4. Approve Order of the Agenda This is the appropriate time for the Chair or Commissioners to approve the agenda as is or reorder. 5. Blue Folder Items (Supplemental) Blue folder (supplemental) items are additional back up materials to administrative reports, changes to the posted agenda packet, and/or public comments received after the printing and distribution of the agenda packet for receive and file. 6. Public Comment on Non-Agenda Items This is the appropriate time for members of the public to make comments regarding items not listed on this agenda. Pursuant to the Brown Act, no action will take place on any items not on the agenda. 7. Consent Calendar Business items, except those formally noticed for public hearings, or those pulled for discussion, are assigned to the Consent Calendar. The Chair or Commissioners may request that any Consent Calendar item(s) be removed, discussed, and acted upon separately. Items removed from the Consent Calendar will be taken up under the "Excluded Consent Calendar" section below. Those items remaining on the Consent Calendar will be approved in one motion. The Chair will call on anyone wishing to address the Commission on any Consent Calendar item on the agenda, which has not been pulled by the Commission for discussion. 7.A. Approve Affidavit of Posting for the Planning Commission Regular Meeting 7.B. Approve the Minutes for the June 17, 2025 Planning Commission Meetings Page 1 of 85 2 8. Excluded Consent Calendar Items 9. Public Hearings on Items Continued From a Previous Meeting 10. Public Hearings 10.A. Zoning Case No. 25-033: Site Plan Review for the construction of a new two-story barn, non-exempt grading, expansion of building pad, walls to exceed 3 feet height not to exceed maximum 5 feet height, and other improvements; conditional use permit for barn to exceed maximum 200 square feet; and variances to exceed 40% disturbance and for construction of walls over three feet in the setback (Mahler & Nuccio) (Lot 30-EF) 10.B. Zoning Case No. 25-029: Site Plan Review for construction of a new single-family residence with basement, attached garage, five-foot-high retaining walls, non- exempt grading, and related improvements; conditional use permit to construct an accessory structure over 200 square feet; variances to exceed 40% disturbance and for construction of walls over three feet in the setback and finding the project categorically exempt from the California Environmental Quality act for location at 1 Georgeff Road (Yang) (Lot 57-A-1-MS) 11. Discussion Items 12. Scheduled Field Trips 13. Matters From Members of the Planning Commission 14. Matters From Staff 15. Adjournment Next regular meeting: Tuesday, August 19, 2025, at 6:30 p.m. in the City Council Chamber, Rolling Hills City Hall, 2 Portuguese Bend Road, Rolling Hills, California, 90274. Notice: Documents pertaining to an agenda item received after the posting of the agenda are available for review in the City Clerk's office or at the meeting at which the item will be considered. In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this meeting due to your disability, please contact the City Clerk at (310) 377-1521 at least 48 hours prior to the meeting to enable the City to make reasonable arrangements to ensure accessibility and accommodation for your review of this agenda and attendance at this meeting. Page 2 of 85 Item: 7.A. Meeting Date: 7/24/2025 To: Planning Commission From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager Subject: Approve Affidavit of Posting for the Planning Commission Regular Meeting Background: Discussion: None. Fiscal Impact: None. Recommendation: Approve as presented. Attachments: 1. CL_AGN_250724_PC_AffidavitofPosting Page 3 of 85 Administrative Report 7.A., File # 2025 -29 Meeting Date: 7/24/2025 STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) AFFIDAVIT OF POSTING In compliance with the Brown Act, the following materials have been posted at the locations below. Legislative Body Planning Commission Posting Type Regular Meeting Agenda Posting Location 2 Portuguese Bend Road, Rolling Hills, CA 90274 City Hall Window City Website: https://www.rolling-hills.org/government/agenda/index.php https://www.rolling-hills.org/government/city_council/city_council_archive_agendas/index.php Meeting Date & Time JULY 24, 2025 6:30 pm As City Clerk of the City of Rolling Hills, I declare under penalty of perjury, the document noted above was posted at the date displayed below. Christian Horvath, City Clerk Date: July 18, 2025 Page 4 of 85 Item: 7.B. Meeting Date: 7/24/2025 To: Planning Commission From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager Subject: Approve the Minutes for the June 17, 2025 Planning Commission Meetings Background: None. Discussion: None. Fiscal Impact: None. Recommendation: Approve as presented. Attachments: 1. CL_MIN_250617_PC_FT_F 2. CL_MIN_250617_PC_F Page 5 of 85 Minutes Rolling Hills Planning Commission Tuesday, June 17, 2025 Field Trip Meeting 7:30 a.m. 6 Chuckwagon Road 1. CALL MEETING TO ORDER The Planning Commission of the City of Rolling Hills met at 6 Chuckwagon Road on the above date, and the meeting was called to order at 7:33 a.m. with Chair Chelf presiding. 2. ROLL CALL Commissioners Present: Douglass, Soo, Cardenas, Kirkpatrick, Chair Chelf Commissioners Absent: None Staff Present: Reina Schaetzl, Willdan Contract Planner Stephanie Grant, Assistant Planner Karina Bañales, City Manager Averie Anderson, Planning Clerk 3. COMMENTS FROM THE PUBLIC ON ITEMS NOT ON THE AGENDA – NONE 4. FIELD TRIPS 4.A. APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION FIELD TRIP MEETING OF JUNE 17, 2025 Unanimous voice vote to accept item. 4.B. ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FILL SLOPES STEEPER THAN 2:1, AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR THE LOCATION AT 6 CHUCKWAGON ROAD, ROLLING HILLS, CA 90274 (LOT 29-A-EF) (LEE) Public Present: Paul Reisz (4 Chuckwagon Road) Stephanie Reisz (4 Chuckwagon Road) Allan Rigg (6415 Via Canada, Rancho Palos Verdes) Victor Lockett (10561 Acorn Place Los Alamitos) Gregory George (2608 Coral Ridge, Rancho Palos Verdes) Leah Mirsch (4 Cinchring Road) Page 6 of 85 Presentation by Willdan Contract Planner Reina Schaetzl on the proposed project. Commissioners and the public walked the site. No decision was made by the Commission and the item was moved to the evening meeting. 5. ADJOURNMENT: 8:04 A.M. The meeting was adjourned at 8:04 a.m. to the regular meeting of the Planning Commission scheduled to be held on Tuesday, June 17, 2025, beginning at 6:30 p.m. at City Hall. Respectfully submitted, ____________________________________ Christian Horvath, City Clerk Approved, ____________________________________ Brad Chelf, Chair Page 7 of 85 MINUTES – PLANNING COMMISSION MEETING Tuesday, June 17, 2025 Page 1 Minutes Rolling Hills Planning Commission Tuesday, June 17, 2025 Regular Meeting 6:30 p.m. 1. CALL MEETING TO ORDER The Planning Commission of the City of Rolling Hills met in person on the above date at 6:31 p.m. Chair Chelf presiding. 2. ROLL CALL Commissioners Present: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf Commissioners Absent: None Staff Present: Karina Bañales, City Manager Reina Schaetzl, Willdan Contract Senior Planner Stephanie Grant, Assistant Planner Christian Horvath, Assistant to the City Manager / City Clerk Ryan Stager, City Attorney 3. PLEDGE OF ALLEGIANCE – City Manager Bañales 4. APPROVE ORDER OF THE AGENDA Motion by Chair Chelf, seconded by Commissioner Cardenas to approve the order of the agenda. Motion carried unanimously with the following vote: AYES: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf NOES: None ABSENT: None 5. BLUE FOLDER ITEMS (SUPPLEMENTAL) Chair Chelf approved the Blue Folder items. Without objection, so ordered. 6. PUBLIC COMMENTS ON NON-AGENDA ITEMS – NONE 7. CONSENT CALENDAR 7.A. APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION REGULAR MEETING OF JUNE 17, 2025 7.B. APPROVE THE MINUTES FOR THE MAY 20, 2025 PLANNING COMMISSION MEETINGS Motion by Commissioner Cardenas, seconded by Vice Chair Kirkpatrick to approve the Consent Calendar. Motion carried unanimously with the following vote: AYES: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf NOES: None ABSENT: None Page 8 of 85 MINUTES – PLANNING COMMISSION MEETING Tuesday, June 17, 2025 Page 2 8. EXCLUDED CONSENT CALENDAR ITEMS – NONE 9. PUBLIC HEARINGS ON ITEMS CONTINUED FROM PREVIOUS MEETINGS 9.A. ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET) AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FILL SLOPES STEEPER THAN 2:1, AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR THE LOCATION AT 6 CHUCKWAGON ROAD, ROLLING HILLS, CA 90274 (LOT 29-A-EF) (LEE) Presentation by Willdan Contract Senior Planner Schaetzl Public Comment: Dan Bolton, Alan Rigg, Paul Reisz, Victor Lockett, Stephanie Reisz, Judith Haenel, Ken Lee. Motion by Commissioner Cardenas, seconded by Commissioner Douglass to continue the public hearing to the next meeting. Motion carried unanimously with the following vote: AYES: Soo, Douglass, Cardenas, Kirkpatrick, Chair Chelf NOES: None ABSENT: None 11. OLD BUSINESS – NONE 12. NEW BUSINESS – NONE 13. SCHEDULED FIELD TRIPS Assistant Planner Grant announced that 1 Hackamore Road and 1 Georgeff Road were potential scheduled field trips. 14. ITEMS FROM STAFF To accommodate potential Commissioner(s) unavailability for the next scheduled meeting on July 15, 2025, City Manager Bañales noted that staff would coordinate with the Commission to see if could be moved to Thursday, July 24, 2025. 15. ITEMS FROM THE PLANNING COMMISSION – NONE 16. ADJOURNMENT : 7:43 P.M. The meeting was adjourned at 7:43 p.m. to the Planning Commission meeting on Thursday, July 24, 2025, beginning at 6:30 p.m. at 2 Portuguese Bend Road, Rolling Hills, CA 90274. Respectfully submitted, ____________________________________ Christian Horvath, City Clerk Page 9 of 85 MINUTES – PLANNING COMMISSION MEETING Tuesday, June 17, 2025 Page 3 Approved, ____________________________________ Brad Chelf, Chair Page 10 of 85 Item: 10.A. Meeting Date: 7/24/2025 To: Planning Commission From: Stephanie Grant, Assistant Planner Thru: Karina Bañales, City Manager Subject: Zoning Case No. 25-033: Site Plan Review for the construction of a new two-story barn, non-exempt grading, expansion of building pad, walls to exceed 3 feet height not to exceed maximum 5 feet height, and other improvements; conditional use permit for barn to exceed maximum 200 square feet; and variances to exceed 40% disturbance and for construction of walls over three feet in the setback (Mahler & Nuccio) (Lot 30-EF) Background: Zoning, Location, and Lot Description The property located at 1 Hackamore Road is zoned RAS-1 with a gross lot area of 71,200 square feet (1.63 acres) and a net lot area of 51,576 square feet (1.18 acres), The lot has two building pads. The first building pad is 14,394-square-foot and is developed with a 2,785-square-foot main residence built in 1949, a 661-square-foot attached garage, a 490-square-foot swimming pool, a 48-square foot pool equipment area, and 242 square foot sheds. The second building pad is 2,067 square feet and there is an existing 915 square foot fenced corral. The lot is located on the corner of Hackamore Road and Eastfield Drive. The lot has a 20-foot-wide front road easement on Hackamore Road and a 30-foot front roadway easement on Eastfield Drive. The lot is an irregular-shaped parcel that fronts on Hackamore Road and ends at a cul-de-sac, and then there is a side yard located on Eastfield Drive. The lot is a legal non-conforming lot, whereas the net lot area is less than 1.25 acres; the existing net lot area is 1.18 acres. The Rolling Hills Municipal Code Section 17.24.045 states that for nonconforming dwelling units due to setbacks on smaller lots, the following reduced setback limits shall apply to properties in the RAS-1 zoning district having a lot area of 1.25 acres or less, excluding roadway easement(s). The front setback is 30 feet from the existing 20-foot roadway easement on Hackamore Road. A vicinity map has been included as Attachment 3. Discussion: Applicants’ Requests On February 28, 2025, an application was filed by Ben Cauthen of Cauthen Design, the architect representing property owners Perin Mahler and Melanie Nuccio (“Applicant”), for the real property located at 1 Hackamore Road, Rolling Hills (Lot 30-EF). The application requests approval of a Site Page 11 of 85 Plan Review to construct a new 2,093-square-foot, two-story barn, conduct non-exempt grading, expand the existing building pad, and construct walls exceeding three feet in height, with a proposed maximum height of five feet. In addition, the application includes requests for Conditional Use Permits for a barn with a loft greater than 200 square feet, and two variances: (1) one to allow a wall within the front yard setback to exceed three feet in height, and (2) to exceed the maximum 40 percent disturbed area permitted on the site. Recently, the applicants have met with neighbors to discuss the project and solicit feedback. Most recently, following the distribution of public notices, additional concerns were raised by nearby residents, particularly regarding the potential impact of the proposed structure on ocean views. In response to these concerns, the applicants and their architect met with City staff at City Hall on July 15, 2025, to request modifications to the proposed project. Prior to this meeting, the project site was staked and silhouetted by a licensed surveyor on July 14, 2025. The silhouette demonstrated that the proposed barn would obstruct the ocean view from 6 Hackamore Road, as documented in the attached photo (Attachment 4). After reviewing this impact, the applicants indicated their intent to revise the project to address the neighbors’ concerns. The field trip to the project site is still scheduled for Thursday, July 24, 2025, at 7:30 a.m. During the site visit, staff will provide an overview of the current proposal and discuss the nature of the proposed changes. The applicants intend to revise their plans and are seeking further feedback from the Planning Commission to help guide those revisions. They plan to bring the updated project forward for consideration at the August 19, 2025, Planning Commission meeting. Here is the table of the existing project and the new changes: PROPOSED EXISTING PROJECT PLANS NEW CHANGES TO PLANS 2 Story Barn 1 Story Barn Encroach 0 feet Rear Setback Encroach 10 feet into Rear Setback 602 Cubic Yards of Grading Grading Quantities to increase Site Plan Review Pursuant to Rolling Hills Municipal Code (RHMC) Section 17.46.020(A), a Site Plan Review is required for the construction of any new building or structure, as well as for certain types of grading and retaining walls. The applicants are requesting a Site Plan Review for several components of the proposed project at 1 Hackamore Road, including the construction of a new barn, grading activities, expansion of the existing building pad, and construction of retaining walls exceeding permitted height thresholds. Barn Construction In accordance with RHMC Section 17.46.020(A)(2), a Site Plan Review is required for the construction of any new building or structure. The applicants are proposing to construct a new two- story, 2,093-square-foot barn, which triggers the need for this review. Grading Under RHMC Section 17.46.020(A)(1), any non-exempt grading requires a Site Plan Review. The project proposes a total of 604 cubic yards of grading, consisting of 292 cubic yards of cut and 66 cubic yards of overexcavation, along with 252 cubic yards of fill and 50 cubic yards of recompaction. All grading will be balanced on-site. Since this grading exceeds the exemption thresholds outlined in the code, it requires a formal Site Plan Review. Page 12 of 85 Building Pad Expansion The existing building pad (Pad 2) is currently 2,067 square feet, which is significantly below the City’s building pad guideline of 12,000 square feet. The project proposes to expand the pad to 5,649 square feet and raise the rear portion by approximately three feet to create a level area suitable for the barn and corral. This expansion involves grading that exceeds the maximum allowable cut and fill of three feet and impacts more than 2,000 square feet of surface area, thus requiring a Site Plan Review. The existing building pad structural coverage is 0 square feet, or 0%, and the project proposes to add 2,349 square feet, or 41.6% building structural coverage, for a total of 2,349 square feet, or 41.6% building structural coverage. The project exceeds the minimum 30% building pad coverage guideline by 11.6%. Retraining Walls The project also includes the construction of retaining walls that exceed the three-foot height limit established in the RHMC. Specifically, the rear portion of the barn involves a cut into the slope up to six feet deep. The proposed retaining wall behind the barn will reach a height of approximately 4.75 feet, not to exceed the five-foot maximum. This element also requires Site Plan Review due to its height. Conditional Use Permit (CUP) As per Rolling Hills Municipal Code Section 17.80.050, a Conditional Use Permit is required for a barn greater than 200 square feet. The applicants are requesting approval for a Conditional Use Permit for the proposed 2,093-square-foot barn. Conditional Use Permit for barn greater than 200 square feet: The first floor of the barn will include three (3) indoor stalls, two (2) storage/equipment rooms, two (2) storage rooms, and two (2) bathrooms. The second floor of the barn includes two (2) storage rooms and is open below. Variances Variance for wall that exceed 3 feet high to be in the setback RHMC Section 17.16.190(F) requires a Site Plan Review for any walls that exceed the maximum height of 3 feet. The applicant is requesting approval of variances for the wall that exceeds 3 feet high to encroach into the front setback and exceed the 40% maximum disturbed area. Variance to exceed the 40% Disturbance The proposed 47.11% disturbed area exceeds the maximum permitted 40% by 7.11%, as per the proposed grading. The exceedance of the disturbed area will allow the barn and corral to be utilized for equestrian uses. MUNICIPAL CODE COMPLIANCE Area of Disturbance The proposed 47.11% disturbed area will exceed the maximum permitted 40% by 7.11%, the proposed grading. Access to Barn There is an existing dirt access pathway accessible from Hackamore Road that will be used to gain access to the proposed barn. There are no changes to this pathway. Page 13 of 85 The barn can also be accessed from the proposed stairway that will extend from Building Pad 1 to Building Pad 2. The stairs are on grade, so there is no grading. The stairway has been designed to follow the natural contours of the existing slope. Height of Barn The highest point of the ridgeline of the new barn is 20 feet in height. Lot Coverage The Project complies with the Development Standards in the Rolling Hills Municipal Zoning Code. The existing structural coverage is 4,351 square feet, or 8.43%, and the project proposes a net increase of 2,584 square feet, or 5.01%, for a total of 6,935 square feet, or 13.44%. This is still under the maximum allowed 20% structural coverage. The existing flatwork coverage is 5,248 square feet or 10.17%, and the project proposes 774 or 1.5% square feet of structural coverage for a total of 6,743 square feet or 11.67%. This is still under the maximum allowed 15% structural coverage. The total overall structural and flatwork coverage will result in 13,678 square feet or 26.5%, which is still well under the maximum allowed 35% structural and flatwork coverage. Refer to Attachment 2, the Development Table, for additional details. Public Noticing and Correspondence Notifications of the development and Planning Commission meeting were published in the Daily Breeze on July 14, 2025 (Attachment 7), and public notices were mailed to residents within a 1,000 ft radius from the development on July 11, 2024 (see Attachment 1). Public Participation On July 14, 2025, staff received an email from Greg Noel, a resident of 8 Hackamore Road, expressing concerns about the proposed project. A copy of the email is included as Attachment 5. The following day, Mr. Noel visited City Hall to review the project plans in person. During his visit, he expressed concern that the proposed barn would obstruct the ocean view from the neighboring property at 6 Hackamore Road. As previously mentioned, on July 15, 2025, the applicants, Melanie Nuccio (Property Owner), Perin Mahler (Property Owner), and Ben Cauthen (Architect), visited City Hall to meet with staff and request a change to the proposed project to address the view obstructions. Environmental Review The proposed project has been determined not to have a significant effect on the environment and is categorically exempt from the provisions of CEQA pursuant to Section 15303 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, which exempts accessory structures, including barns. CRITERIA FOR SITE PLAN REVIEW 17.46.050 - Required Site Plan Review findings A. The Commission shall be required to make findings in acting to approve, conditionally approve, or deny a Site Plan Review application. B. No project which requires Site Plan Review approval shall be approved by the Commission, or by the City Council on appeal, unless the following findings can be made: 1. The project complies with and is consistent with the goals and policies of the general plan and all requirements of the zoning ordinance; 2. The project substantially preserves the natural and undeveloped state of the lot by minimizing Page 14 of 85 building coverage. Lot coverage requirements are regarded as maximums, and the actual amount of lot coverage permitted depends upon the existing buildable area of the lot; 3. The project is harmonious in scale and mass with the site, the natural terrain and surrounding residences; 4. The project preserves and integrates into the site design, to the greatest extent possible, existing topographic features of the site, including surrounding native vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls); 5. Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area; 6. Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course; 7. The project preserves surrounding native vegetation and mature trees and supplements these elements with drought-tolerant landscaping which is compatible with and enhances the rural character of the community, and landscaping provides a buffer or transition area between private and public areas; 8. The project is sensitive and not detrimental to the convenient and safe movement of pedestrians and vehicles; and 9. The project conforms to the requirements of the California Environmental Quality Act. If all of the above findings cannot be made with regard to the proposed project, or cannot be made even with changes to the project through project conditions imposed by City staff and/or the Planning Commission, the site plan review application shall be denied. CRITERIA FOR VARIANCES 17.38.050 Required Variance findings. In granting a variance, the Commission (and Council on appeal) must make the following findings: 1. That there are exceptional or extraordinary circumstances or conditions applicable to the property that do not apply generally to other properties in the same vicinity and zone; 2. That such variance is necessary for the preservation and enjoyment of substantial property rights possessed by other properties in the same vicinity and zone but which is denied the property in question; 3. That the granting of such variance will not be materially detrimental to the public welfare or injurious to properties or improvements in the vicinity; 4. That in granting the variance, the spirit and intent of this title will be observed; 5. That the variance does not grant special privilege to the applicant; 6. That the variance is consistent with the portions of the County of Los Angeles Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities; and 7. That the variance request is consistent with the general plan of the City of Rolling Hills. CRITERIA FOR APPROVAL OF CONDITIONAL USE PERMIT 17.42.050 Basis for approval or denial of Conditional Use Permit. The Commission (and Council on appeal), in acting to approve a conditional use permit application, may impose conditions as are reasonably necessary to ensure the project is consistent with the General Plan, compatible with surrounding land use, and meets the provisions and intent of this title. In making such a determination, the hearing body shall find that the proposed use is in general accord with the following principles and standards: Page 15 of 85 1. That the proposed conditional use is consistent with the General Plan; 2. That the nature, condition and development of adjacent uses, buildings and structures have been considered, and that the use will not adversely affect or be materially detrimental to these adjacent uses, building or structures; 3. That the site for the proposed conditional use is of adequate size and shape to accommodate the use and buildings proposed; 4. That the proposed conditional use complies with all applicable development standards of the zone district; 5. That the proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities; 6. That the proposed conditional use observes the spirit and intent of this title. Fiscal Impact: Open the public hearing, discuss the item, and provide direction staff and applicants. Recommendation: Open the public hearing, discuss the item, and provide direction staff and applicants. Attachments: 1. Attachment 1: PL_ADR_250626_1HackamoreRD_ZC25-033_RadiusMap_07.24.25PCMeeting 2. Attachment 2: PL_ADR_250717_1HackamoreRd_ZC25-033_DevelopmentTable_F 3. Attachment 3: PL_ADR_250718_1HackamoreRd_ZC25-033_VicinityMap_Google 4. Attachment4: PL_ADR_250717_1HackamoreRd_ZC25-033_PhotoViewObstruction_1 5. Attachment 5: PL_ADR_250704_1HackamoreRD_Email_GregNoel 6. Attachment 6: PL_ADR_250717_1HackamoreRd_ZC25-033_Plans_6thSubmittal_7.17.25 7. Attachment 7: CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd_Affidavit Page 16 of 85 City of Rolling Hills ROLLING HILLS, CA 90274 TITLE VICINITY MAP CASE NO. Zoning Case No. 25-033 Conditional Use Permit, Variance, & Site Plan Review OWNER Mahler & Nuccio ADDRESS 1 Hackamore Road, Rolling Hills 90274 SITE Page 17 of 85 Development Table Zoning Case No. 25-033 1 Hackamore Road Site Plan Review & Conditional Use Permit EXISTING PROPOSED TOTAL RA-S- 1 Zone SINGLE FAMILY RESIDENCE, ATTACHED GARAGE, POOL STABLE, WALLS GRADING Net Lot Area 51,576 SF 0 SF 51,576 SF Residence 2,785 SF 0 SF 2,785 SF Garage 661 SF 0 SF 661 SF Swimming Pools/Spa 490 SF 0 SF 490 SF Pool Equipment 48 SF 0 SF 48 SF Guest House 0 SF 0 SF 0 SF Cabana 0 SF 0 SF 0 SF Stable minimum: 450 SF 0 SF 2,093 SF 2,093 SF Corral minimum: 550 SF 915 SF 0 SF 915 SF Recreation Court 0 SF 0 SF 0 SF Attached Covered Porches 0 SF 491 SF 491 SF Entryway/Porte Cochere, Breezeways 125 SF 0 SF 125 SF Attached Trellises 0 SF 0 SF 0 SF Shed 42 SF 0SF 42 SF Outdoor Kitchen 200 SF 0 SF 200 SF Service Yard 0 SF 0 SF 0 SF Other 0 SF 0 SF 0 SF Basement Area 0 SF 0 SF 0 SF Depth of Basement 0 0 0 Primary Driveway 1,271 SF 0 SF 1,271 SF Paved walkways/Patio Areas/Courtyards 2,627 SF 774 SF 3,293 SF Pool Deck 1,305 SF 0 SF 1,252 SF Other Paved Driveways, Road Easements, Parking Pads 0 SF 0 SF 304 SF Grading (balanced onsite) 0 CY 302 CY CUT 302 CY FILL 604 CY TOTAL Structural Lot Coverage 4,351 (8.43%) 2,584 (5.01%) 6,935 (13.44%) Flatwork Lot Coverage 5,248 SF (10.17%) 774 SF (1.5%) 6,022 SF (11.67%) Total Lot Coverage (Structures and Flatwork) 9,557 SF (18.53%) 3,124 SF (6.06%) 12,681 SF (24.59%) Building Pad 1 Coverage 14,394 SF Existing Pad Area 4,351 SF (30.23 %) 14,394 SF Existing Pad Area 0 SF (0%) 0 SF Proposed Pad Area 4,351 SF (30.23 %) 14,394 SF Total Pad Area Building Pad 2 Coverage 2,067 SF Existing Pad Area 0 SF (0 %) 2,067 SF Existing Pad Area 2,760 SF (41.6%) 3,582 SF Proposed Pad Area 2,760 SF (41.6%) 5,649 SF Total Pad Area Total Disturbed Area (40% maximum) 24,419 SF (34.58%) 8,849 SF (12.35%) 33,268 SF (47.11%) Building Heights Maximum Stable: 23 FT Maximum 0 FT 20 FT 20 FT Page 18 of 85 Vicinity Map: 1 Hackamore Road Page 19 of 85 Page 20 of 85 Page 21 of 85 Page 22 of 85 LEDEND SHEET NOTES PROJECT DATA PROJECT TILE: PROJECT ADDRESS: 1 HACKAMORE ROAD ROLLING HILLS CA 90275 OWNER: PERIN MAHLER AND MELANIE NUCCI 1 HACKAMORE ROAD ROLLING HILLS CA 90274 OWNER AGENT: CAUTHEN DESIGN INC.25332 NARBONNE AVE SUITE 100 LOMITA CA 90717 R-1/U PROPOSED AREA SCOPE OF WORK: GRADING INFORMATION SITE PLAN NOTES INDEX OF SHEETS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS, CA 90275 TITLE SHEET 07/11/25 B.C. G-101 SHEET NO. OF SHEETS PROGRESS PRINTS Drawing Type Drawing No. FILENAME Checked by: Job No.: Drawn by: Sheet Title Date: LOT 30 BLOCK TRACT APN: 7567-003-012 OWNER LEGAL DESCRIPTION PROJECT TITLE JOB ADDRESS PROGRESS PRINTS Issued for ISSUED J-2410 Issued on NO. REVISIONS DATE REMARKS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Designer CAUTHEN DESIGN INC 25332 Narbonne ave, suite 100 Lomita, CA 90717 Phone: 310.462.3049 EMAIL: CAUTHENDESIGN@AOL.COM CONSULTING ENGINEERS STRUCTURAL DESIGN REDONDO BEACH, CA 90277 231 VISTA DEL MAR, STE. D (310) 540-7788 FAX (310) 510-7733 JOB No.#####MOHAMM A D A. N A MVARNO. 39797 EXP. 12-31-25 ST A TE OF CA L IF OR NIAREGISTERED P R OF ESSIONAL E NGI NEERIV IC L PARIN MAHLER & MELANIE NUCCIO 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Page 23 of 85 Page 24 of 85 LEDEND SHEET NOTES PROJECT DATA PROJECT TILE: PROJECT ADDRESS: 1 HACKAMORE ROAD ROLLING HILLS CA 90275 OWNER: PERIN MAHLER AND MELANIE NUCCI 1 HACKAMORE ROAD ROLLING HILLS CA 90274 OWNER AGENT: CAUTHEN DESIGN INC.25332 NARBONNE AVE SUITE 100 LOMITA CA 90717 R-1/U PROPOSED AREA SCOPE OF WORK: GRADING INFORMATION SITE PLAN NOTES SITE PLAN 07/11/25 B.C. A-101 SCALE:1/16"=1'-0" OVERALL SITE PLAN SHEET NO. OF SHEETS PROGRESS PRINTS Drawing Type Drawing No. FILENAME Checked by: Job No.: Drawn by: Sheet Title Date: LOT 30 BLOCK TRACT APN: 7567-003-012 OWNER LEGAL DESCRIPTION PROJECT TITLE JOB ADDRESS PROGRESS PRINTS Issued for ISSUED J-2410 Issued on NO. REVISIONS DATE REMARKS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Designer CAUTHEN DESIGN INC 25332 Narbonne ave, suite 100 Lomita, CA 90717 Phone: 310.462.3049 EMAIL: CAUTHENDESIGN@AOL.COM CONSULTING ENGINEERS STRUCTURAL DESIGN REDONDO BEACH, CA 90277 231 VISTA DEL MAR, STE. D (310) 540-7788 FAX (310) 510-7733 JOB No.#####MOHAMM A D A. N A MVARNO. 39797 EXP. 12-31-25 ST A TE OF CA L IF OR NIAREGISTERED P R OF ESSIONAL E NGI NEERIV IC L PARIN MAHLER & MELANIE NUCCIO 1 HACKAMORE ROAD ROLLING HILLS CA 90274 SCALE:3/32"=1'-0" SECTION A SCALE: 1/8"=1'-0" CURB DETAIL2SCALE: 1/8"=1'-0" WALL DETAIL1 Page 25 of 85 LEDEND SHEET NOTES PROJECT DATA PROJECT TILE: PROJECT ADDRESS: 1 HACKAMORE ROAD ROLLING HILLS CA 90275 OWNER: PERIN MAHLER AND MELANIE NUCCI 1 HACKAMORE ROAD ROLLING HILLS CA 90274 OWNER AGENT: CAUTHEN DESIGN INC.25332 NARBONNE AVE SUITE 100 LOMITA CA 90717 R-1/U PROPOSED AREA SCOPE OF WORK: GRADING INFORMATION SITE PLAN NOTES SITE PLAN 07/11/25 B.C. A-101aSCALE:1/8"=1'-0" ENLARGED SITE PLAN SHEET NO. OF SHEETS PROGRESS PRINTS Drawing Type Drawing No. FILENAME Checked by: Job No.: Drawn by: Sheet Title Date: LOT 30 BLOCK TRACT APN: 7567-003-012 OWNER LEGAL DESCRIPTION PROJECT TITLE JOB ADDRESS PROGRESS PRINTS Issued for ISSUED J-2410 Issued on NO. REVISIONS DATE REMARKS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Designer CAUTHEN DESIGN INC 25332 Narbonne ave, suite 100 Lomita, CA 90717 Phone: 310.462.3049 EMAIL: CAUTHENDESIGN@AOL.COM CONSULTING ENGINEERS STRUCTURAL DESIGN REDONDO BEACH, CA 90277 231 VISTA DEL MAR, STE. D (310) 540-7788 FAX (310) 510-7733 JOB No.#####MOHAMM A D A. N A MVARNO. 39797 EXP. 12-31-25 ST A TE OF CA L IF OR NIAREGISTERED P R OF ESSIONAL E NGI NEERIV IC L PARIN MAHLER & MELANIE NUCCIO 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Page 26 of 85 PAD CALCULATIONS PAD PLAN 07/03/25 B.C. A-101b SCALE:1/16"=1'-0" PAD PLAN SHEET NO. OF SHEETS PROGRESS PRINTS Drawing Type Drawing No. FILENAME Checked by: Job No.: Drawn by: Sheet Title Date: LOT 30 BLOCK TRACT APN: 7567-003-012 OWNER LEGAL DESCRIPTION PROJECT TITLE JOB ADDRESS PROGRESS PRINTS Issued for ISSUED J-2410 Issued on NO. REVISIONS DATE REMARKS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Designer CAUTHEN DESIGN INC 25332 Narbonne ave, suite 100 Lomita, CA 90717 Phone: 310.462.3049 EMAIL: CAUTHENDESIGN@AOL.COM CONSULTING ENGINEERS STRUCTURAL DESIGN REDONDO BEACH, CA 90277 231 VISTA DEL MAR, STE. D (310) 540-7788 FAX (310) 510-7733 JOB No.#####MOHAMM A D A. N A MVARNO. 39797 EXP. 12-31-25 ST A TE OF CA L IF OR NIAREGISTERED P R OF ESSIONAL E NGI NEERIV IC L PARIN MAHLER & MELANIE NUCCIO 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Page 27 of 85 GRADING CALCULATIONS GRADING 07/11//25 B.C. FILENAME A-101C SCALE: GRADING SHEET NO. OF SHEETS PROGRESS PRINTS Drawing Type Drawing No. FILENAME Checked by: Job No.: Drawn by: Sheet Title Date: LOT 30 BLOCK TRACT APN: 7567-003-012 OWNER LEGAL DESCRIPTION PROJECT TITLE JOB ADDRESS PROGRESS PRINTS Issued for ISSUED J-2410 Issued on NO. REVISIONS DATE REMARKS NEW BARN 1 HACKAMORE ROAD ROLLING HILLS CA 90274 Designer CAUTHEN DESIGN INC 25332 Narbonne ave, suite 100 Lomita, CA 90717 Phone: 310.462.3049 EMAIL: CAUTHENDESIGN@AOL.COM CONSULTING ENGINEERS STRUCTURAL DESIGN REDONDO BEACH, CA 90277 231 VISTA DEL MAR, STE. D (310) 540-7788 FAX (310) 510-7733 JOB No.#####MOHAMM A D A. N A MVARNO. 39797 EXP. 12-31-25 ST A TE OF CA L IF OR NIAREGISTERED P R OF ESSIONAL E NGI NEERIV IC L PARIN MAHLER & MELANIE NUCCIO 1 HACKAMORE ROAD ROLLING HILLS CA 90274 PLAN CALCULATIONS 1/16"=1'-0" Page 28 of 85 FLOORPLAN07/03/25B.C.A-102SCALE:1/4"=1'-0"BARN FIRST FLOOR PLANSHEET NO. OF SHEETSPROGRESSPRINTSDrawing TypeDrawing No.FILENAMEChecked by:Job No.:Drawn by:Sheet TitleDate:LOT 30BLOCKTRACTAPN: 7567-003-012OWNERLEGAL DESCRIPTIONPROJECT TITLEJOB ADDRESSPROGRESSPRINTSIssued forISSUEDJ-2410Issued onNO.REVISIONSDATEREMARKSNEW BARN1 HACKAMORE ROADROLLING HILLS CA 9027458MR. & MRS BENNETTDesignerCAUTHEN DESIGN INC25332 Narbonne ave, suite 100Lomita, CA 90717Phone: 310.462.3049EMAIL: CAUTHENDESIGN@AOL.COMCONSULTING ENGINEERSSTRUCTURAL DESIGNREDONDO BEACH, CA 90277231 VISTA DEL MAR, STE. D(310) 540-7788 FAX (310) 510-7733JOB No.#####MOHA MMADA.NAMVARNO. 39797EXP. 12-31-25STATEOFCALIFORNIA REGISTER EDPROFESSIONALENGINEERIVICLPARIN MAHLER & MELANIE NUCCIO1 HACKAMORE ROADROLLING HILLS CA 90274SCALE:1/4"=1'-0"TACK ROOM PLANPage 29 of 85 ROOFPLAN07/03/25B.C.A-103SCALE:1/4"=1'-0"ROOF PLANSHEET NO. OF SHEETSPROGRESSPRINTSDrawing TypeDrawing No.FILENAMEChecked by:Job No.:Drawn by:Sheet TitleDate:LOT 30BLOCKTRACTAPN: 7567-003-012OWNERLEGAL DESCRIPTIONPROJECT TITLEJOB ADDRESSPROGRESSPRINTSIssued forISSUEDJ-2410Issued onNO.REVISIONSDATEREMARKSNEW BARN1 HACKAMORE ROADROLLING HILLS CA 9027458MR. & MRS BENNETTDesignerCAUTHEN DESIGN INC25332 Narbonne ave, suite 100Lomita, CA 90717Phone: 310.462.3049EMAIL: CAUTHENDESIGN@AOL.COMCONSULTING ENGINEERSSTRUCTURAL DESIGNREDONDO BEACH, CA 90277231 VISTA DEL MAR, STE. D(310) 540-7788 FAX (310) 510-7733JOB No.#####MOHA MMADA.NAMVARNO. 39797EXP. 12-31-25STATEOFCALIFORNIA REGISTER EDPROFESSIONALENGINEERIVICLPARIN MAHLER & MELANIE NUCCIO1 HACKAMORE ROADROLLING HILLS CA 90274Page 30 of 85 ELEVATIONS07/03/25B.C.A-201SCALE:1/4"=1'-0"NORTH ELEVATIONSCALE:1/4"=1'-0"WEST ELEVATIONSCALE:1/4"=1'-0"EAST ELEVATIONSHEET NO. OF SHEETSPROGRESSPRINTSDrawing TypeDrawing No.FILENAMEChecked by:Job No.:Drawn by:Sheet TitleDate:LOT 30BLOCKTRACTAPN: 7567-003-012OWNERLEGAL DESCRIPTIONPROJECT TITLEJOB ADDRESSPROGRESSPRINTSIssued forISSUEDJ-2410Issued onNO.REVISIONSDATEREMARKSNEW BARN1 HACKAMORE ROADROLLING HILLS CA 9027458MR. & MRS BENNETTDesignerCAUTHEN DESIGN INC25332 Narbonne ave, suite 100Lomita, CA 90717Phone: 310.462.3049EMAIL: CAUTHENDESIGN@AOL.COMCONSULTING ENGINEERSSTRUCTURAL DESIGNREDONDO BEACH, CA 90277231 VISTA DEL MAR, STE. D(310) 540-7788 FAX (310) 510-7733JOB No.#####MOHA MMADA.NAMVARNO. 39797EXP. 12-31-25STATEOFCALIFORNIA REGISTER EDPROFESSIONALENGINEERIVICLPARIN MAHLER & MELANIE NUCCIO1 HACKAMORE ROADROLLING HILLS CA 90274SCALE:1/4"=1'-0"SOUTH ELEVATIONPage 31 of 85 CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 pfernandez@scng.com City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 Account Number:5007827 Ad Order Number:0011744593 Customer's Reference/PO Number: Publication:Daily Breeze Publication Dates:07/10/2025 Total Amount:$754.69 Payment Amount:$0.00 Amount Due:$754.69 Notice ID:TYGzDgZ1HqI5e2BusUNP Invoice Text:NOTICE OF PUBLIC HEARING AND FIELD TRIP PLANNING COMMISSION OF THE CITY OF ROLLING HILLS, CALIFORNIA NOTICE IS HEREBY GIVEN, that the Planning Commission of the City of Rolling Hills will conduct public hearing field trip visits starting at 7:30 AM on Thursday, July 24, 2025, at the following properties for the purpose of receiving public input on the projects described below: 1st field trip 7:30 AM 1 HACKAMORE ROAD, ROLLING HILLS, CA 90274 (LOT 30-EF) ZONING CASE NO. 25-033: SITE PLAN REVIEWS FOR THE CONSTRUCTION OF A NEW TWO-STORY STABLE, NON-EXEMPT GRADING, EXPANSION OF BUILDING PAD, WALLS TO EXCEED 3 FEET HEIGHT NOT TO EXCEED MAXIMUM 5 FEET HEIGHT, AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMIT FOR STABLE TO EXCEED MAXIMUM 200 SQUARE FEET; AND VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (MAHLER & NUCCIO) 2nd FIELD TRIP AT 7:50 AM 1 GEORGEFF ROAD, ROLLING HILLS, CA 90274 (LOT 57-A-1- MS) ZONING CASE NO. 25-029: SITE PLAN REVIEW TO CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE- FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK ; AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA Page 32 of 85 CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1 Daily Breeze 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 0011744593 City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not party to or interested in the above- entitled matter. I am the principal clerk of the printer of Daily Breeze, a newspaper of general circulation, printed and published in the City of Torrance*, County of Los Angeles, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of County of Los Angeles, State of California, under the date of June 15, 1945, Decree No. Pomo C-606. The notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 07/10/2025 I certify (or declare) under the penalty of perjury that the foregoing is true and correct. Dated at Hermosa Beach, California On this 10th day of July, 2025. ______________________________ Signature *Daily Breeze circulation includes the following cities: Carson, Compton, Culver City, El Segundo, Gardena, Harbor City, Hawthorne, Hermosa Beach, Inglewood, Lawndale, Lomita, Los Angeles, Long Beach, Manhattan Beach, Palos Verdes Peninsula, Palos Verdes, Rancho Palos Verdes, Rancho Palos Verdes Estates, Redondo Beach, San Pedro, Santa Monica, Torrance and Wilmington Page 33 of 85 Item: 10.B. Meeting Date: 7/24/2025 To: Planning Commission From: Reina Schaetzl, Wildan Principal Planner Thru: Karina Bañales, City Manager Subject: Zoning Case No. 25-029: Site Plan Review for construction of a new single-family residence with basement, attached garage, five-foot-high retaining walls, non-exempt grading, and related improvements; conditional use permit to construct an accessory structure over 200 square feet; variances to exceed 40% disturbance and for construction of walls over three feet in the setback and finding the project categorically exempt from the California Environmental Quality act for location at 1 Georgeff Road (Yang) (Lot 57-A-1-MS) Background: The lot located at 1 Georgeff Road is an irregular-shaped parcel zoned RAS-2 and the net lot area is 209,980 square feet (4.82 acres). The subject property is currently developed with an 8,600 square- foot (SF) single-family residence, 830 SF attached garage, 6,860 SF tennis court, 700 SF swimming pool, 90 square feet of pool equipment and a 90 SF service yard. There are two building pads. The first residential building pad is 99,820 square feet and contains the existing house, tennis court and playground. The second pad is 3,200 square feet, and will include the set-aside area for the stable and corral. Previous Approvals On August 21, 1990, the Planning Commission adopted Resolution No. 1990-24 approving a Variance, Conditional Use Permit (CUP), and Site Plan Review (SPR) for a pavilion/cabana with a kitchen facility in Zoning Case No. 416. The cabana was never constructed. On October 6, 1990, the Planning Commission adopted Resolution No. 90-32 approving a variance for the minimum frontage requirements for a certificate of compliance for a lot line adjustment in Zoning Case No. 416. On April 16, 1991, the Planning Commission approved Resolution No. 91-9, which modified Resolution 90-32, for the certificate of compliance regarding the lot line adjustment in Zoning Case No. 416. On July 15, 1997, the Planning Commission approved Resolution No. 97-18 for the construction of stable grading in Zoning Case No. 559. Finally, on March 17, 2015, the Planning Commission approved Resolution No. 2015-04 authorizing the issuance of a certificate of compliance for a lot line adjustment between properties at 1 Buckboard Lane, 1 Georgeff Road, 3 Georgeff Road and 8 Crest Road East and granting a Variance to allow less than the minimum required frontage of a lot along the street easement in Zoning Case No. 87 Page 34 of 85 Discussion: Applicant Requests On February 18, 2025, an application was filed by the applicant, Shilpa Mehta of Joseph Spierer Architects, Inc., on behalf of the property owner, Frank Yang, to request approval to construct the following (collectively, the “Project”): • 12,113 SF single-story, single-family residence; • 822 SF basement; • 1,765 SF attached tandem six (6) car garage; and • 792 SF detached tennis cabana with barbeque area. The existing 6,860 SF tennis court will remain. The existing 700 SF swimming pool will be redesigned into a 685 SF pool. The Project also includes a maximum of five-foot-high retaining walls, a new driveway that includes a fire truck turnaround, walkways, landscaping, and other improvements. Other improvements, including the raised deck, swimming pool redesign, water features, service yard and other hardscape, are not subject to discretionary review. The Project requires 12,685 cubic yards (CY) of grading to be balanced on site. This includes 6,465 CY cut and 6,220 CY fill. There will be 245 CY of export for the excavation of the basement and swimming pool, which are exempt. DISCUSSION: The applicant is requesting a Site Plan Review for the construction of the residence and appurtenant structures, and grading. The Project requires a Conditional Use Permit for the 792 SF cabana as an accessory structure over 200 SF. Finally, the Project requires variance requests to exceed 40% disturbance and to construct walls over three feet in the setback. New landscaping will cover 80,632 square feet. A preliminary landscape plan has been prepared and reviewed by the City's landscape consultant for compliance with the Model Water Efficient Landscape Ordinance (MWELO). The plan was reviewed for the appropriateness and adaptability of the selected plants, the water-efficient irrigation design, and the use of design elements that enhance the community's character. The preliminary landscape plan was found to be in compliance with MWELO, and landscape conditions will be included for installation and maintenance. Site Plan Review The Rolling Hills Municipal Code requires a Site Plan Review for construction of any new building or structure pursuant to RHMC Section 17.46.020(A)(2), which requires grading pursuant to RHMC Section 17.46.020(A)(3)(a). Walls above three feet shall be subject to Site Plan Review pursuant to RHMC Section 17.16.190(F) and may not be located in the front yard or in any setback, unless approved by a Variance. The Project proposes a one-story, new single-family residence with a basement and a new six-car tandem attached garage. The existing main residence is 8,600 square feet and will be expanded by 3,513 square feet, for a total of 12,113 square feet. A Site Plan Review is also requested for retaining Walls A and F (See Attachment 5), which are over three feet, not to exceed 5’ high, located in the side yard of the property. Conditional Use Permit The Applicant is proposing a 792-square-foot detached tennis cabana structure subject to RHMC Section 17.16.040(A)(3) that requires a Conditional Use Permit because it exceeds 200 square feet. The cabana is open on all four sides and features a barbeque, two-way fireplace, and bar area with a Page 35 of 85 sink and refrigerator. Variances Since the Project requires site disturbance of more than the allowable 40% of the net lot area (RHMC Section 17.16.070(B)), a Variance is being requested to deviate from these provisions to permit a larger buildable area given that the gross area of the lot is 232,175 square feet (5.33 acres) and the net lot area is 209,980 square feet (4.82 acres). The applicant is requesting a Variance from the Code to deviate by 15.74% for grading disturbance area beyond what is permitted for this Project. The disturbed area is already 111,050 square feet or 52.89% and will increase by 5,990 square feet to 55.74%. Since the increase is minor and necessary to improve the driveway and other flatwork areas, Staff asks the Commission to consider this impact on the natural terrain. Additionally, retaining walls A and F exceed 3’ high within a setback area and require a Variance (RHMC Section 17.16.150(G)). The retaining walls do not exceed 5’ high and are necessary to secure and maximize usable space. As a result, encroachment into the setback area is necessary and requires a Variance filed pursuant to the provisions of Chapter 17.38 of the RHMC. MUNICIPAL CODE COMPLIANCE Setbacks, Lot Coverage, and Building Pad Coverage The Project complies with the remainder of the required setbacks in the RAS-2 Zone. It conforms to Zoning Code lot coverage requirements as well. The net lot area of the property is 209,980 square feet (4.82 acres). The structural net lot coverage is proposed at 23,846 square feet or 11.35% (20% max. permitted), excluding exempt structures, and the total lot coverage proposed, including flatwork, would be 51,520 square feet or 24.54% (35% max. permitted). Neighbor Concerns In response to the public hearing notice mailed for the Planning Commission meeting, staff received a phone call on July 14, 2025, from Jonathan Fuld, the resident at 6 Georgeff Road. Upon discussion of the plans with the resident, which included the architecture and size of the new home, staff requested that any concerns be formally expressed in writing or at public meetings. Mr. Fuld expressed no major concerns about the project during the discussion and as of the writing of this report. Review by RHCA The Rolling Hills Community Association reviewed the design at the March 18, 2025, meeting and requested modifications to the roofline of the proposed residence (Attachment 3). Environmental Review Staff recommend that the Planning Commission find the Project to be exempt from the California Environmental Quality Act (CEQA) Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including single family residence and accessory structures, including but not limited to garages, carports, patios, swimming pools and fences, as further detailed in the Resolution included as Attachment 4. Fiscal Impact: None Recommendation: Page 36 of 85 RECOMMENDATION: Open the public hearing, take public testimony, close the public hearing, discuss the proposed Project, and provide direction to staff and applicant. In the event the Planning Commission decides to approve the Project, a draft resolution is included as Attachment 7 entitled: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 25-029: SITE PLAN REVIEW FOR CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE-FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR LOCATION AT 1 GEORGEFF ROAD (LOT 57-A-1-MS) (YANG) Attachments: 1. Attachment1: PL_ADR_250724_1Georgeff Rd_ZC25-029_RadiusMap 2. Attachment 2: PL_ADR_250724_1GeorgeffRd_ZC25-029_DevTable_F 3. Attachment 3: PL_ADR_250318_1GeorgeffRd_RHCAComments 4. Attachment 4: 2025-06_PC_Resolution_1GeorgeffRd_ZC25-029_F 5. Attachment 5: PL_ADR_250724_1GeorgeffRoad_ZC25-029_Plans 6. Attachment 6: CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd_Affidavit Page 37 of 85 City of Rolling Hills ROLLING HILLS, CA 90274 TITLE VICINITY MAP CASE NO. Zoning Case No. 25-029 Conditional Use Permit, Site Plan Review & Variance OWNER Yang ADDRESS 1 Georgeff Rd, Rolling Hills 90274 SITE Page 38 of 85 Development Table Zoning Case No. 25-029 1 Georgeff Road Site Plan Review & Conditional Use Permit EXISTING PROPOSED TOTAL RA-S- 2 Zone SINGLE FAMILY RESIDENCE, POOL, TENNIS COURT SINGLE FAMILY RESIDENCE, POOL, TENNIS COURT, AND CABANA Net Lot Area 209,980 SF 0 SF 209,980 SF Residence 8,600 SF 3,513 SF 12,113 SF Garage 830 SF 935 SF 1,765 SF Swimming Pools/Spa 700 SF -15 SF 685 SF Pool Equipment 90 SF 0 SF 90 SF Guest House 0 SF 0 SF 0 SF Cabana 0 SF 1,036 SF 1,036 SF Stable minimum: 450 SF 0 SF 450 SF 450 SF Corral minimum: 550 SF 0 SF 550 SF 550 SF Recreation Court 6,860 SF 0 SF 6,860 SF Attached Covered Porches 0 SF 0 SF 0 SF Entryway/Porte Cochere, Breezeways 0 SF 0 SF 0 SF Attached Trellises 0 SF 0 SF 0 SF Raised Deck + Water Feature + Fire Pit 0 + 0 + 0 SF 286 + 690 + 25 SF 286 + 690 + 25 SF Service Yard 90 SF 0 SF 90 SF Other 0 SF 0 SF 0 SF Basement Area 0 SF 822 SF 822 SF Depth of Basement 0 SF 8 SF 8 SF Primary Driveway 11,800 SF 1,860 SF 13,660 SF Paved walkways/Patio Areas/Courtyards 2,500 SF 8,750 SF 11,250 SF Pool Decking 3,000 SF -480 SF 2,520 SF Other Paved Driveways, Road Easements, Parking Pads 0 SF 0 SF 0 SF Grading (balanced onsite) 0 CY 6,465 CY CUT 6,220 CY FILL 12,685 CY TOTAL Structural Lot Coverage 17,170 (8.18%) 6,920 (3.30%) 24,090(11.47%) Flatwork Lot Coverage 17,300 (8.24%) 10, 130 SF (4.82%) 27,430 SF (13.06%) Total Lot Coverage (Structures and Flatwork) 34,470 SF (16.42%) 17,050 SF (8.12%) 51,520 SF (24.54%) Building Pad 1 Coverage 99,820 SF Existing Pad Area 17,170 SF (17.20 %) 99,820 SF Existing Pad Area 5,469 SF (5.67%) -3,390 SF Proposed Pad Area 22,639 SF (23.48%) 96,430 SF Total Pad Area Building Pad 2 Coverage 3,200 SF Existing Pad Area 0 SF (0 %) 3,200 SF Existing Pad Area 450 SF (%) 0 SF Proposed Pad Area 450 SF (14.06%) 3,200 SF Total Pad Area Total Disturbed Area (40% maximum) 111,050 SF (52.89%) 5,990 SF (2.85%) 117,040 SF (55.74%) Building Heights Maximum Building Heights: 21 FT Maximum 0 FT 18 FT 3IN 18 FT 3IN Page 39 of 85 Page 40 of 85 1 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) RESOLUTION NO. 2025-06 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 25-029: SITE PLAN REVIEW FOR CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE-FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR LOCATION AT 1 GEORGEFF ROAD (LOT 57-A-1-MS) (YANG) THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES HEREBY FIND, RESOLVE, AND ORDER AS FOLLOWS: Section 1. On February 18, 2025, an application was duly filed by Shilpa Mehta of Joseph Spierer Architects (“Applicant”), on behalf of the property owner, Frank Yang, with respect to real property located at 1 Georgeff Road, Rolling Hills (LOT 57-A-1-MS) requesting: Site Plan Review for construction, non-exempt grading, walls exceeding a height of 3 feet and 2.5 average (up to maximum height of 5 feet) and other improvements; Conditional Use Permit for a detached accessory structure greater than 200 square feet; and Variances for construction in the side yard setbacks and site disturbance of more than 40 percent. Section 2. The lot is irregularly shaped and only has street frontage via the driveway entrance on Georgeff Road. The net lot area is 4.82 acres (209,980 square feet), which excludes roadway easements and ten feet along property lines. Georgeff Road has a 25-foot-wide roadway easement. The property is developed presently with a 8,600 square-foot single-level residence built in 1980. Section 3. The Planning Commission conducted duly noticed public hearings to consider the application at a field trip meeting and regular meeting on July 24, 2025. Neighbors within a 1,000-foot radius were mailed the public hearings notice on July 11, 2025 and a notice was published in the Daily Breeze on July 10, 2025. The Applicant was notified of the public hearings in writing by first class mail and the Applicant was in attendance at the morning field trip and the evening hearing. Section 5. The Project is exempt from the California Environmental Quality Act (CEQA) Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including accessory structures, including but not limited to garages, carports, patios, swimming pools and fences. Here, the proposed Project includes a new residence, new tennis cabana, retaining walls, driveway, stable/corral set aside areas, and related improvements. Accordingly, the Project qualifies for the exemption pursuant to Section 15303. There is no reasonable possibility that the activity will have a significant effect on the environment, due to Page 41 of 85 2 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) unusual circumstances. Much of the site has already been graded and developed. Section 6. Site Plan Review. Site Plan Review is required for construction of any new building or structure pursuant to Rolling Hills Municipal Code (RHMC) Section 17.46.020(A). The Project is for construction, non-exempt grading, walls exceeding a height of 3 feet and 2.5 average (up to maximum height of 5 feet) and other improvements. With respect to the Site Plan Review for the development, the Planning Commission hereby makes the following findings: A. The Project complies with and is consistent with the goals and policies of the General Plan and all requirements of the zoning ordinance. The proposed development is compatible with the General Plan and Zoning Ordinance. The proposed structures comply with the General Plan requirement of low profile, low-density residential development with sufficient open space between surrounding structures. The development is located on the existing building pad, which will reduce the visual impact from neighboring properties. The Project conforms to Zoning Code lot coverage requirements. The net lot area of the lot is 209,980 square feet (4.82 acres) per RHMC Section 17.16.060(A). The structural net lot coverage is proposed at 51,520 square feet or 11.35% (20% max. permitted) excluding exempt structures; and the total lot coverage proposed, including flatwork, would be 51,520 square feet or 24.54% (35% max. permitted). The disturbed area is 111,050 square feet or 52.89% (40% max permitted provided that no more than fifty percent of the slopes resulting from the grading are greater (steeper) than 3:1, or three units horizontal (run) to one unit vertical (rise). B. The project substantially preserves the natural and undeveloped state of the lot by minimizing building coverage. Lot coverage requirements are regarded as maximums, and the actual amount of lot coverage permitted depends upon the existing buildable area of the lot. The topography and the configuration of the lot have been considered, and the Project will not adversely affect or be materially detrimental to adjacent uses, buildings, or structures; the Project will be on an existing building pad which enables Project elements to be the least intrusive to surrounding properties. Further, the Project will be a sufficient distance from nearby residences so views and privacy of surrounding neighbors will not be impacted. The lot has an existing building pad which is disturbed with the remaining area either landscaped or left in a natural state. The new residence will be sited generally within the building footprint of the previous residential structure. Additionally, the retaining walls are located in a manner that are the least visually intrusive to the property and its neighbors. C. The project is harmonious in scale and mass with the site, the natural terrain and surrounding residences. The proposed development, as conditioned, is harmonious in scale and mass with the site, and is consistent with the scale of the neighborhood when compared to new residences in the vicinity of said lot. The development plan takes into consideration the visibility of the Project primarily from Georgeff Road. Significant portions of the lot will be left undeveloped or Page 42 of 85 3 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) landscaped. D. The project preserves and integrates into the site design, to the greatest extent possible, existing topographic features of the site, including surrounding native vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls). The Project will be located on an existing building pad. Additionally, there will be no significant changes to the overall drainage features on the lot. The Project minimizes the need for import/export of soil by balancing cut and fill as much as possible, reducing major alterations to the natural landform. The property will also be landscaped in accordance with the approved landscape plan. E. Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area. The cut and fill quantities are relatively balanced, reducing the need for excessive soil import/export, which indicates that the design works with the land rather than requiring significant reconfiguration. F. Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course. The grading plan ensures that existing drainage channels remain intact, with modifications only occurring where necessary to direct flow into pre-established drainage courses. G. The project preserves surrounding native vegetation and mature trees and supplements these elements with drought-tolerant landscaping which is compatible with and enhances the rural character of the community, and landscaping provides a buffer or transition area between private and public areas. Surrounding native vegetation and mature trees will not be affected or will be replaced. New vegetation will be installed in accordance with the approved landscape plan. The development will be considerate of the environment and will enhance the rural character of the community. As such, the rural character of the community is maintained and privacy is maintained with neighbors. H. The project is sensitive and not detrimental to the convenience and safety of circulation for pedestrians and vehicles. There are no changes to the existing circulation patterns for pedestrians or vehicles. The driveway and motor court will be redesigned to allow emergency vehicle access and better vehicular circulation and more off-street parking. I. The project conforms to the requirements of the California Environmental Quality Act (CEQA). Page 43 of 85 4 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) The Project is exempt from the CEQA Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including single family residences and accessory structures, including but not limited to garages, carports, patios, swimming pools and fences. Here, the Project includes a new cabana and additional floor area to an existing house. Accordingly, and as further described herein, the Project qualifies for the exemption pursuant to Section 15303. Further, no exceptions to the exemption apply; there is no reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances. Much of the site has already been graded and developed. Section 7. Conditional Use Permit Findings. RHMC Section 17.16.040(A)(3) requires a Conditional Use Permit for a detached accessory structure greater than 200 square feet. The Applicant is proposing a new 792-square-foot solid covered free-standing cabana. Given the foregoing, in accordance with RHMC Section 17.42.050, the Planning Commission makes the following findings: A. That the proposed conditional use is consistent with the General Plan. The granting of a Conditional Use Permit for the proposed use is consistent with the purposes and objectives of the Zoning Ordinance and General Plan because the use is consistent with similar uses in the community, and meets all the applicable code development standards for such use. The Project is compatible with existing land uses as other properties in the same zone have such accessory uses. The Project is consistent with Open Space and Conservation Element Goal 2, which aims for expanded opportunities for outdoor recreation. B. That the nature, condition and development of adjacent uses, buildings and structures have been considered, and that the use will not adversely affect or be materially detrimental to these adjacent uses, building or structures. The nature, condition, and development of adjacent structures have been considered, and the Project will not adversely affect or be materially detrimental to these adjacent uses, buildings, or structures because the proposed uses are located on a developed property with sufficient proximity to neighboring buildings and structures. C. That the site for the proposed conditional use is of adequate size and shape to accommodate the uses and buildings proposed. The net lot area is 209,980 square feet and is adequate to support the proposed use. The property is developed and adequate in size and shape to accommodate the proposed use, a tennis court cabana and buildings. D. That the proposed conditional uses comply with all applicable development standards of the RAS-2 Zone. The proposed conditional uses comply with all applicable development standards in the RAS-2 Zone, with exception to the Variances requested herein. Page 44 of 85 5 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) E. That the proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities. Granting the proposed conditional use for the Project will be consistent with the applicable portions of the Los Angeles County Hazardous Waste Management Plan related to siting criteria for hazardous waste facilities. The Project site is not listed on the current State of California Hazardous Waste and Substances Sites List. The proposed Project would not constitute a hazardous waste facility. F. That the proposed conditional use observes the spirit and intent of this title. The proposed Project allows the Applicant the ability to enjoy rights enjoyed by other residents in the City. The proposed uses are consistent with the residential character and spirit of the City and Title 17 of the RHMC. Section 8. Variance Findings. RHMC Section 17.38.050 sets forth the required findings for granting Variances. The Applicant is seeking relief from RHMC Section 17.16.150(G) for a portion of walls for the proposed Project to exceed 3’ in height within the side yard setbacks. The Applicant is also seeking relief from RHMC Section 17.16.070(B) with regard to the amount of grading disturbance area. With respect to this request for Variances, the Planning Commission finds as follows per RHMC Section 17.38.050: A. That there are exceptional or extraordinary circumstances or conditions applicable to the property that do not apply generally to other properties in the same vicinity and zone. There are extraordinary circumstances applicable to this property. The subject property was recently subdivided from other properties in the area, creating the irregular shape of 1 Georgeff and smaller building area. The resulting size and irregularly shaped lot has, in essence, increased the disturbed area. The proposed Project’s retaining walls need to encroach into the required side yard setbacks to stabilize the terrain (driveway and access paths). Further the Variance is warranted due to the unique sloping topography that does not apply generally to the other properties in the vicinity. B. That such variance is necessary for the preservation and enjoyment of substantial property rights possessed by other properties in the same vicinity and zone but which is denied the property in question. Granting the requested Variances are necessary for the preservation and enjoyment of property rights on the property The existing main building pad has been hindered by the recent subdivision and requires extra reinforcement via the proposed retaining walls and slight additional disturbance from existing 52.89% to proposed 55.74% to accommodate the new residence, driveway and access paths. Other properties in the vicinity enjoy these types of improvements. C. That the granting of such variance will not be materially detrimental to the Page 45 of 85 6 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) public welfare or injurious to properties or improvements in the vicinity. Granting the Variances for encroachment into side yard setbacks and to exceed the maximum allowable 40% disturbance will not be detrimental to the public welfare and will not be injurious to properties in the vicinity because the encroachments into the setbacks and increased disturbed areas have been strategically placed to maximize usable space while minimizing intrusion. Further, the Project will improve the appearance of the property by stabilizing buildings of larger mass away from public view. Landscaping will be provided to screen structures on the subject lot. D. That in granting the variance, the spirit and intent of this title will be observed. In granting the variance, the spirit and intent of the Zoning Code will be observed. The City’s Zoning Code ensures that the growth and development of the City is orderly, attractive, and enhances the rural character of the community. The proposed addition and safety enhancements to the property add attractiveness of the property, are visually harmonious with the community, and are at scale with adjacent residential development. E. That the variance does not grant special privilege to the applicant. The Variances do not provide any special privileges to the Applicant; the proposed Project is similar development that largely maintains the siting of the previous building footprint. The Project, together with the Variances, will be compatible with the objectives, policies, general land uses, and programs specified in the General Plan. F. That the variance is consistent with the portions of the County of Los Angeles Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities. Granting the Variances for the Project will be consistent with the applicable portions of the Los Angeles County Hazardous Waste Management Plan related to siting criteria for hazardous waste facilities. The Project site is not listed on the current State of California Hazardous Waste and Substances Sites List. The proposed Project would not constitute a hazardous waste facility. G. That the variance request is consistent with the General Plan of the City of Rolling Hills. Approvals granting the Variances to allow encroachments into the side yard setbacks and to exceed the maximum allowable 40% disturbance will be consistent with the General Plan of the City of Rolling Hills, which encourages residential uses. Section 9. Based upon the foregoing findings, and the evidence in the record, the Planning Commission hereby approves Zoning Case No. 25-029 subject to the following conditions of approval: Page 46 of 85 7 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) A. Approval for the Site Plan Review, Conditional Use Permit, and Variances shall expire within two years from the effective date of approval as defined in RHMC Section 17.38.070 of the Zoning Ordinance unless otherwise extended pursuant to the requirements of this section. B. If any condition of this resolution is violated, the entitlement(s) granted by this resolution shall be suspended and the privileges granted hereunder shall lapse and upon receipt of written notice from the City, all construction work being performed on the subject property shall immediately cease, other than work determined by the City Manager or his/her designee required to cure the violation(s). The suspension and stop work order will be lifted once the Applicant cures the violation to the satisfaction of the City Manager or his/her designee. In the event that the Applicant disputes the City Manager or his/her designee’s determination that a violation exists or disputes how the violation must be cured, the Applicant may request a hearing before the City Council. The hearing shall be scheduled at the next regular meeting of the City Council for which the agenda has not yet been posted; the Applicant shall be provided written notice of the hearing. The stop work order shall remain in effect during the pendency of the hearing. The City Council shall make a determination as to whether a violation of this Resolution has occurred. If the Council determines that a violation has not occurred or has been cured by the time of the hearing, the Council will lift the suspension and the stop work order. If the Council determines that a violation has occurred and has not yet been cured, the Council shall provide the Applicant with a deadline to cure the violation; no construction work shall be performed on the property until and unless the violation is cured by the deadline, other than work designated by the Council to accomplish the cure. If the violation is not cured by the deadline, the Council may either extend the deadline at the Applicant’s request or schedule a hearing for the revocation of the entitlements granted by this Resolution pursuant to Chapter 17.58 of the Rolling Hills Municipal Code (RHMC). C. All requirements of the Building and Construction Ordinance, the Zoning ordinance, and of the zone in which the subject property is located must be complied with unless otherwise a variance to such requirement has been approved. The lot shall be developed and maintained in substantial conformance with the site plan on file at City Hall and approved by the Planning Commission on July 24, 2025, except as otherwise provided in these conditions. The working drawings submitted to the Department of Building and Safety for plan check review shall conform to the approved development plan. All conditions of the Site Plan Review, Conditional Use Permit, and Variance approvals shall be incorporated into the building permit working drawings, and where applicable complied with prior to issuance of a grading or building permit from the building department. The conditions of approval of this Resolution shall be printed onto a separate sheet and included in the building plans submitted to the Building Department for review and shall be kept on site at all times. Any proposed modifications and/or changes to the approved Project, including resulting from field conditions, shall be discussed with staff so that staff can determine whether the modification is minor or major in nature. Minor modifications are subject to approval by the City Manager or his or her designee. Major modifications are subject to approval by the Planning Page 47 of 85 8 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) Commission after a public hearing. Applicant shall not implement modifications or changes to the approved Project without the appropriate approval from the City Manager or designee or the Planning Commission, as required. D. Prior to submittal of final working drawings to Building and Safety Department for issuance of building and grading permits, the plans for the Project shall be submitted to City staff for verification that the final plans are in compliance with the plans approved by the Planning Commission. E. A licensed professional preparing construction plans for this Project for Building Department review shall execute a Certificate affirming that the plans conform in all respects to this Resolution approving this Project and all of the conditions set forth herein and the City’s Building Code and Zoning Ordinance. Further, the person obtaining a building and/or grading permit for this Project shall execute a Certificate of Construction stating that the Project will be constructed according to this Resolution and any plans approved therewith. F. Structural lot coverage of the lot shall not exceed 23,846 square feet or 11.35% of the net lot area (20% maximum). The flatwork coverage is 27,430 square feet or 13.06%. The total lot coverage proposed, including structures and flatwork, shall not exceed 51,520 square feet or 24.54% (35% maximum). G. The lot is already developed and the total disturbed area will be 117,040 square feet or 55.74% (maximum 40% permitted provided that no more than fifty percent of the slopes resulting from the grading are greater [steeper] than 3:1, or three units horizontal [run] to one unit vertical [rise]). Grading for this Project shall not exceed 6,465 cubic yards of cut and 6,220 cubic yards of fill for a total of 12,685 cubic yards with 245 cubic yard being exempt export. H. The total proposed building pad net lot coverage for the residential main pad is 23,396 square feet or 24.26%, which meets the 30% maximum guideline. I. Driveway access shall be provided per the Fire Department requirements and the driveway shall be roughened and the first 20 feet of the driveway shall not exceed 7% in slope. J. Access to the stable and to the corral shall be decomposed granite or 100% pervious roughened material; it shall not be wider than 12 feet. K. A minimum of five-foot level path and/or walkway, which does not have to be paved, shall be provided around the entire perimeter of all of the proposed structures or as otherwise required by the Fire Department. L. The Applicant shall comply with all requirements of the Low Impact Development requirements for storm water management on site (RHMC Chapter 8.32). M. Hydrology, soils, geology and other reports, as required by the Building and Public Works Departments, and as may be required by the Building Official, shall be prepared. Page 48 of 85 9 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) N. Prior to issuance of a final construction approval of the Project, all graded slopes shall be landscaped. Prior to issuance of building permit, the landscape plan shall meet the requirements of the City, shall be submitted to the City in conformance with Fire Department Fuel Modification requirements, and shall be approved by the City’s landscape consultant. O. The Project shall be landscaped, and continually maintained in substantial conformance with the landscaping plan on file approved by the City’s landscape consultant. A detailed landscaping plan shall provide that any trees and shrubs used in the landscaping scheme for this Project shall be planted in a way that screens the Project development from adjacent streets and neighbors, such that shrubs and trees as they mature do not grow into a hedge or impede any neighbors’ views and the plan shall provide that all landscaping be maintained at a height no higher than the roof line of the nearest Project structure. In addition, the landscaping plan shall provide for screening of development with vegetation not to exceed 10 feet in height, and that the vegetation used for screening shall be planted in an off-set manner, so as to prevent it, as it grows from forming a solid hedge. The landscaping plan shall utilize to the maximum extent feasible, plants that are native to the area, are water-wise and are consistent with the rural character of the community. Plants listed as high hazardous plants under RHMC Section 8.30.015 are prohibited. P. The Applicant shall submit a landscaping performance bond or other financial obligation, to be kept on deposit by the City, in the amount of the planting plus irrigation plus 15%. The bond shall be released no sooner than two years after completion of all plantings, subject to a City staff determination that the plantings required for the Project are in substantial conformance with approved plans and are in good condition. A Certificate of Completion shall be submitted by the Project designer or contractor prior to final landscape installation inspection. Q. The landscaping shall be subject to the requirements of the City’s Water Efficient Landscape Ordinance, (RHMC Chapter 13.18). R. Pursuant to RHMC Chapter 8.30, the property shall at all times be maintained free of dead trees and vegetation. S. The setback lines and roadway easement lines in the vicinity of the construction for this Project shall remain staked throughout the construction. A construction fence may be required. T. Perimeter easements, including roadway easements and trails, if any, shall remain free and clear of any improvements to advance equestrian use and emergency preparedness for evacuation within the City. Where Rolling Hills Community Association (RHCA) has demonstrated authority over the easement, the City’s Planning Director may grant relief from this condition upon satisfactory proof of permission from RHCA and a legitimate showing that there is no need for the condition to advance equestrian uses and emergency preparedness. U. Minimum of 65% of any construction materials must be recycled or diverted from Page 49 of 85 10 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) landfills. The hauler of the materials shall obtain City’s Construction and Demolition permits for waste hauling prior to start of work and provide proper documentation to the City. V. Prior to demolition of the existing structures, an investigation shall be conducted for the presence of hazardous chemicals, lead-based paints or products, mercury and asbestos- containing materials (ACMs). If hazardous chemicals, lead-based paints or products, mercury or ACMs are identified, remediation shall be undertaken in compliance with California environmental regulations and policies. W. The property owner and/or his/her contractor/Applicant shall be responsible for compliance with the no-smoking provisions in the Municipal Code. The contractor shall not use tools that could produce a spark, including for clearing and grubbing, during red flag warning conditions. It is the sole responsibility of the property owner and/or his/her contractor to monitor the red flag warning conditions. X. Development shall drain in accordance with the approved grading and drainage plan. Drainage dissipaters shall be constructed outside of any easements. The drainage system shall be approved by the Department of Building and Safety. If an above ground swale and/or dissipater is required, it shall be designed in such a manner as not to cross over any equestrian trails or discharge water onto a trail, shall be stained in an earth tone color, and shall be screened from any trail, road and neighbors’ view to the maximum extent practicable, without impairing the function of the drainage system. Y. Prior to construction, an on-site inspection and site walk-through, including through all existing structures as needed, shall be scheduled with City Staff and the Applicant. Z. During construction, conformance with the air quality management district requirements, storm water pollution prevention practices, county and local ordinances and engineering practices so that people or property are not exposed to undue vehicle trips, noise, dust, objectionable odors, landslides, mudflows, erosion, or land subsidence shall be required. AA. During construction, to the extent feasible, all parking shall take place on the Project site, on the new driveway and, if necessary, any overflow parking may take place within the unimproved roadway easements along adjacent streets, and shall not obstruct neighboring driveways, visibility at intersections or pedestrian and equestrian passage. During construction, to the maximum extent feasible, employees of the contractor shall car-pool into the City. To the extent feasible, a minimum of 4’ wide path, from the edge of the roadway pavement, for pedestrian and equestrian passage shall be available and be clear of vehicles, construction materials and equipment at all times. AB. During construction, the property owners shall be required to schedule and regulate construction and relate traffic noise throughout the day between the hours of 7 AM and 6 PM, Monday through Saturday only, when construction and mechanical equipment noise is permitted, so as not to interfere with the quiet residential environment of the City of Rolling Hills. AC. During construction, dust control measures shall be used to stabilize the soil from Page 50 of 85 11 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) wind erosion and reduce dust and objectionable odors generated by construction activities in accordance with South Coast Air Quality Management District, Los Angeles County and local ordinances and engineering practices. AD. During construction, an Erosion Control Plan containing the elements set forth in Section 7010 of the 2022 County of Los Angeles Uniform Building Code shall be followed to minimize erosion and to protect slopes and channels to control storm water pollution. AE. The property owners shall be required to conform to the Regional Water Quality Control Board and County Health Department requirements for the installation and maintenance of storm water drainage facilities and septic tank. AF. The Applicant shall pay all of the applicable Building and Safety and Public Works Department fees and Palos Verdes Peninsula Unified School District fees, if any. AG. Prior to final inspection of the Project, “as graded” and “as constructed” plans and certifications shall be provided to the Planning Department and the Building Department to ascertain that the completed Project is in compliance with the Planning Commission approved plans. In addition, any modifications made to the Project during construction, shall be depicted on the “as built/as graded” plan. AH. The Applicants shall execute an Affidavit of Acceptance of all conditions of the Conditional Use Permit and Variance approvals, or the approvals shall not be effective. AI. All conditions of this Resolution, when applicable, must be complied with prior to the issuance of a grading or building permit from the Building and Safety Department. AJ. 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 17.54.070 of the Rolling Hills Municipal Code and Code of Civil Procedure Section 1094.6. AK. To the fullest extent permitted by law, Applicant shall defend, indemnify and hold harmless the City of Rolling Hills (“City”), its City Council, its officers, employees and agents (the “indemnified parties”) from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the Applicant to attack, set aside, or void any permit or approval for this Project authorized by the City, including (without limitation) reimbursing the City its actual attorney’s fees and costs in defense of the claim, action, or proceeding. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. The Applicant shall reimburse the City for any court and attorney's fees which the City may be required to pay as a result of any claim or action brought against the City because of this permit. Although the Applicant is the real party in interest in an action, the City may, at its sole discretion, participate at its own expense in the defense of the action, but such participation shall not relieve the Applicant of any obligation under this condition. AL. The future stable and corral shall comply with all requirements in RHMC Sections 17.18.060 and 17.18.090, unless otherwise approved herein. Page 51 of 85 12 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) AM. New landscaping in the RHCA easement is prohibited unless previously approved by RHCA. Landscaping not approved by RHCA in the easement shall be removed from the final landscape plan. PASSED, APPROVED AND ADOPTED THIS 24th DAY OF JULY, 2025. BRAD CHELF, CHAIRPERSON ATTEST: CHRISTIAN HORVATH, CITY CLERK 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 17.54.070 of the Rolling Hills Municipal Code and Civil Procedure Section 1094.6. Page 52 of 85 13 Resolution No. 2025-06 (ZC 25-029) 1 Georgeff Road (Yang) STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) I certify that the foregoing Resolution No. 2025-06 entitled: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 25-029: SITE PLAN REVIEW FOR CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE-FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT FOR LOCATION AT 1 GEORGEFF ROAD (LOT 57-A-1-MS) (YANG) was approved and adopted at a regular meeting of the Planning Commission on July 24, 2025, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: and in compliance with the laws of California was posted at the following: Administrative Offices. CHRISTIAN HORVATH, CITY CLERK Page 53 of 85 PROJECT INFORMATION Project Info - Topic INFORMATION STREET ADDRESS:1 GEORGEFF ROAD, ROLLING HILLS, CA 90274 NUMBER OF STORIES:1 APN:7567-015-037 LEGAL DESCRIPTION:L A CO ASSESSOR MAP NO 51 FOR DESC SEE ASSESSOR'S MAPS POR OF LOTS 56 ,57, 192 OCCUPANCY:SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE:TYPE V ZONING:RAS-2 MAX. ALLOWABLE HEIGHT:25'-0" LOT AREA:232,050 SQFT FIRE ZONE: PROJECT DESCRIPTION:NEW 1-STORY 12,113 SF SINGLE FAMILY RESIDENCE WITH AN ATTACHED GARAGE OF 1765 SF. PROPOSED ALTERATION TO POOL/SPA OF 685 SQFT., EXISTING TENNIS COURT TO REMAIN, PROPOSED TENNIS CABANA 792 SQFT AND FUTURE STABLE AND CORRAL, (N) RAISED DECK BY THE ONSEN GARDEN APPLICABLE CODES & STANDARDS: 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA RESIDENTIAL CODE, 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE SHEET INDEX PROJECT DIRECTORY E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:36:12 PM COVER SHEET A0.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence CLIENT NAME: FRANK AND SANDY YANG CONTACT: FRANK YANG ADDRESS:1 GEORGEFF ROAD, ROLLING HILLS, CA 90274 PHONE: EMAIL:fyang@simplehuman.com ARCHITECT NAME: JOSEPH SPIERER ARCHITECTS, INC. CONTACT: JOE SPIERER ADDRESS: 707 TORRANCE BLVD. SUITE 100 REDONDO BEACH, CA 90277 PHONE: (310) 876-8761 EMAIL: JOE@CALARCHITECT.COM WEBSITE: WWW.CALARCHITECT.COM CIVIL NAME: BOLTON ENGINEERING CORP CONTACT: DAN BOLTON ADDRESS: 25834 Narbonne Ave #210 Lomita CA 90717 PHONE: 310-325-5580 EMAIL:dbolton@boltonengineering.com WEBSITE:https://boltonengineering.com/ VICINITY MAP DEFERRED SUBMITTALS BY OTHERS GENERAL ARCHITECTURAL A0.00 COVER SHEET A0.10 ABBREV., SYMBOLS, LEGENDS SURVEY S0.00 1 GEORGEFF - SURVEY ARCHITECTURAL DEMO AD1.00 EXISTING SITE PLAN & PICTURES AD2.01 MAIN HOUSE DEMOLITION PLAN AD2.03 MAIN HOUSE ROOF DEMOLITION PLAN AD3.00 EXISTING/DEMO ELEVATIONS ARCHITECTURAL A1.00 SITE PLAN A1.01 VICINITY MAP A2.01 MAIN HOUSE OVERALL FLOOR PLAN A2.06 MAIN HOUSE - ROOF PLAN A2.07 TENNIS CABANA- FLOOR & ROOF PLAN A3.00 MAIN HOUSE EXTERIOR ELEVATIONS A3.01 MAIN HOUSE AND TENNIS CABANA EXTERIOR ELEVATIONS A06.00 DOOR SCHEDULE A6.10 WINDOW SCHEDULE CIVIL C0.00 OVERALL SITE PLAN C1.00 EXISTING CONDITIONS C2.10 TECHINCAL SITE PLAN C2.20 PRELIMINARY GRADING C3.10 SITE SECTIONS C4.00 PRELIMINARY CIVIL DETAILS LANDSCAPE L1.00 CONCEPTUAL LANDSCAPE L2.00 CONCEPTUAL PLANTING PLAN L2.10 CONCEPTUAL PLANTING PLAN - IMAGERY L2.20 TREE PLANTING PLAN L2.30 TREE INVENTORY L3.00 HYFROZONE PLAN & MWELO CALCS L5.00 LANDSCAPE LIGHTING PLAN L5.10 LANDSCAPE LIGHITING CUT SHEETS 1. .SURVEYOR NAME: PACIFIC LAND CONSULTANTS INC. CONTACT: JEROD C MCINTYRE ADDRESS: 28411 HIGHRIDGE RD. SUITE 230 ROLLING HILLS ESTATES, CA 90274 PHONE:310 544 8689 EMAIL: jerod@plcsurveying.com WEBSITE: http://www.plcsurveying.com/ GEOTECH NAME:T.I.N. ENGINEERING COMPANY CONTACT: TONY S.C. LEE ADDRESS:17834 Bailey Drive, Torrance, CA 90504 PHONE: 310-371-7045 EMAIL: tinsoilsheep@gmail.com WEBSITE: LANDSCAPE NAME: BOSKY LANDSCAPE ARCHITECTURE CONTACT: ROB MADAY ADDRESS: 590 E GUTIERREZ STREET, SUITE D, SANTA BARBARA CA 93103 PHONE: 805 845 3251 EMAIL: rob@boskyland.com WEBSITE: https://www.boskyland.com/ AREA CALCULATION STRUCTURE CALCULATION EXISTING PROPOSED TOTAL NET LOT AREA 209,980 SQFT -209,980 SQFT RESIDENCE 8,600 SQFT 3,513 SQFT 12,113 SQFT GARAGE 830 SQFT 935 SQFT 1,765 SQFT SWIMMING POOL/SPA 700 SQFT -15 SQFT 685 SQFT POOL EQUIPMENT 90 SQFT -90 SQFT 7920 SQFTTENNIS CABANA 792SQFT SQFT STABLE -450 SQFT 450 SQFT RECREATIONAL COURT 6,860 SQFT -6,860 SQFT DETACHED STRUCTURES RAISED DECK -286 SQFT 286 SQFT WATER FEATURE -690 SQFT 690 SQFT FIRE PIT -25 SQFT 25 SQFT SERVICE YARD 90 SQFT -90 SQFT BASEMENT -822 SQFT 822 SQFT 80DEPTH OF BASEMENT 8 FT TOTAL STRUCTURES 17,170 SQFT 6676 SQFT 23,846 SQFT % STRUCTURAL COVERAGE 8.18 %3.17 %11.35 % < 20% MAX. ALLOWED FLATWORK CALCULATION EXISTING PROPOSED TOTAL PRIMARY DRIVEWAY 11,800 SQFT 1,860 SQFT 13,660 SQFT PAVED WALKS, PATIO AREA, COURTYARD 2,500 SQFT 8750 SQFT 11,250 SQFT POOL DECKING 3,000 SQFT -480 SQFT 2,520 SQFT TOTAL FLATWORK 17,300 SQFT 10,130 SQFT 27,430 SQFT % FLATWORK COVERAGE 8.24 %4.82 %13.06 % TOTAL FLATWORK + STRUCTUAL AREA 34,470 SQFT 16,806 SQFT 51,276 SQFT % TOTAL COVERAGE 16.42 %8.00 %24.41 % < 35% MAX. ALLOWED ZONING CASE NO. 25-029 PROJECT LOCATION Page 54 of 85 1 A101 SIM BUILDING / WALL SECTION STRUCTURAL GRID 1 A INTERIOR ELEVATION NUMBER 1 2 A101 1 SIM DETAIL KEY NUMBER SEE A2.01 MATCH LINE -REFER TO INDICATED DWG REFERENCE POINT DIMENSION POINT: FACE OF CONCRETE OR FACE OF STUD U.N.O. CEILING HEIGHT KEYNOTES ROOM FINISH TAG ENLARGED DWG REFERENCE A101 1 SIM 100 DRAWING # SHEET # TYPICAL DWG REFERENCE A1.01 W24 A2X 101 101 WINDOW TYPE DOOR NUMBER ROOM TAG CEILING FAN KITCHEN FLOOR FINISH BASE TYPE WALL FINISH, UNO F B W EXISTING TO REMAIN EXISTING TO REMOVE NEW REVISION NUMBER2 CLOUD -AREA OF REVISION HEIGHT / ELEVATION SYMBOL9'-0" AFF PRO: 243.51' MAX: 241.53' CRITICAL POINTS C.P. #1 NEW FINISH GRADE EXITING FINISH GRADE (75) 75 TOP OF WALL ELEVATION TW 15.0' TOP OF CURB ELEVATION TC 15.0' 1HR 2HR INTERIOR PARTITION TYPE A = WALL TYPE, VARIES (LETTER WILL VARY) 2 = NOMINAL STUD SIZE (NUMBER WILL VARY) X = 5/8" TYPE 'X' GYP, WHERE OCCURS SYMBOLS WD.1 ROOM MATERIAL TAG LEVEL CHANGE GLAZING MARK ### ### OCCUPANCY LOAD & EXIT PATH OF TRAVEL TOTAL OCCUPANCY LOAD CALCULATED BY ADDING OCCUPANCY LOADS ALONG EXIT PATHWAY OCCUPANCY LOAD TYPE PATH TYPE # OF OCCUPANTS REQUIRED WIDTH PROVIDED WIDTH A.B.ANCHOR BOLT A.C.AIR CONDITIONING A.C.T.ACOUSTIC TILE CEILING A.D.AREA DRAIN ADJ.ADJACENT OR ADJUSTABLE A.F.C.I.ARC FAULT CIRCUIT INTERRUPTER AFF.ABOVE FINISH FLOOR ALT.ALTERNATE AL., ALUM ALUMINUM APPROX.APPROXIMATE ARCH.ARCHITECT(URAL) AR.AS REQUIRED BD.BOARD BLDG.BUILDING B/BOTTOM OF BLKG.BLOCKING BM.BEAM B.MK.BENCH MARK B.O.W., B.W.BOTTOM OF WALL B.P.BID PACKAGE CAB.CABINET CB.CATCH BASIN CEM.CEMENT CER.CERAMIC C.I.CAST IRON C.J.CONTROL JOINT C.L.CENTERLINE CLG.CEILING CLR.CLEAR C.M.U.CONCRETE MASONRY UNIT C.O.CLEAN OUT CONC.CONCRETE CONT.CONTINUOUS CPT.CARPET C.T.CERAMIC TILE CTR.CENTER C.W.COLD WATER DIA.DIAMETER DBL.DOUBLE DET.DETAIL DIAG.DIAGONAL DIM DIMENSION DISP.DISPOSAL DIV.DIVISION DN.DOWN DR.DOOR D.S.DOWNSPOUT DTL.DETAIL DWG.DRAWING DWR.DRAWER E.EAST EA.EACH E.G.FOR EXAMPLE E.J.EXPANSION JOINT EL.ELEVATION ELEV.ELEVATOR ELEC.ELECTRICAL ENCL.ENCLOSURE EQ.EQUAL E.T.R.EXISTING TO REMAIN EXH.EXHAUST EXIST.EXISTING EXP.EXPANSION OR EXPOSED EXT.EXTERIOR F.A.FIRE ALARM F.B.O.FURNISHED BY OWNER F.C.FACTORY COATED F.D.FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FACE OR FLOOR FG.FINISH GRADE F.H.C.FIRE HOSE CABINET FIN.FINISH FIXT.FIXTURE F.L. FLOW LINE FLR.FLOOR FLG.FLASHING FLUOR.FLUORESCENT FND FOUNDATION F.O.FACE OF F.O.C.FACE OF CONCRETE F.O.M.FACE OF MASONRY F.O.S.FACE OF STUD FP.FLUOROPOLYMER FPL FIRE PLACE FS.FINISH SURFACE FT. FOOT OR FEET FTG.FOOTING FUR.FURRED (RING) GA.GAUGE GALV.GALVANIZED G.B.GRAB BAR GC.GENERAL CONTRACTOR GEN.GENERAL G.F.I.GROUND FAULT INTERRUPTER GH.GUEST HOUSE G.I.GALVANIZED IRON GL.GLASS OR GLAZED GR.GRADE OR GRADING GYP./GWB GYPSUM WALL BOARD HB.HOSE BIB H.C.HOLLOW CORE HDCP.HANDICAPPED HDR.HEADER H.M.HOLLOW METAL HOR.HORIZONTAL HT.HEIGHT H.W.HOT WATER HWD.HARD WOOD I.D.INSIDE DIAMETER INCL.INCLUDE INSUL.INSULATION INT.INTERIOR JT.JOINT JST.JOIST KIT.KITCHEN LAM.LAMINATED LAV.LAVATORY L.H.LEFT HANDED LT.LIGHT M.H.MAN HOLE MAX.MAXIMUM MBR.MEMBER MECH.MECHANICAL MEMB.MEMBRANE MTL.METAL MFR.MANUFACTURER MIR.MIRROR MIN.MINIMUM MISC.MISCELLANEOUS M.O.MASONRY OPENING MTD.MOUNTED N.NORTH NAT.NATURAL N.I.C.NOT IN CONTRACT NO.NUMBER NOM.NOMINAL N.T.S.NOT TO SCALE O.A.D.OVERFLOW AREA DRAIN O.C.ON CENTER O.D.OUTSIDE DIAMETER OFCI.OWNER FURNISHED/CONTRACTOR INSTALLED OFOI.OWNER FURNISHED/OWNER INSTALLED OHD.OVERHEAD OPG.OPENING OPP.OPPOSITE O.S.OVERFLOW SCUPPER PAR.PARALLEL P.L. PROPERTY LINE P.LAM.PLASTIC LAMINATE PLAS.PLASTER PLBG.PLUMGING PT.POINT PTD.PAINTED PERF.PERFORATED PVMT.PAVEMENT PLYWD.PLYWOOD QTY.QUANTITY R. RISER RAD.RADIUS R.D.ROOF DRAIN REF.REFERENCE REFR.REFRIGERATOR REINF.REINFORCED REQD.REQUIRED RES.RESILIENT REV.REVISION OR REVISED RFG.ROOF OR ROOFING R.H.RIGHT HAND RM.ROOM R.O. ROUGH OPENING S.SINK OR SOUTH S.A.W.M.SELF-ADHESIVE WATERPROOF MEMBRANE S.A.D.SEE ARCHITECTURAL DRAWINGS S.C.SOLID CORE S.C.D.SEE CIVIL DRAWINGS S.D.STORM DRAIN SECT.SECTION S.E.D.SEE ELECTRICAL DRAWINGS S.F.SQUARE FOOT SHT.SHEET SHTG.SHEATHING SHWR.SHOWER SIM.SIMILAR S.J.SAW-CUT JOINT S.L.D.SEE LANDSCAPE DRAWINGS S.M.D.SEE MECHANICAL DRAWINGS SPEC.SPECIFICATION SQ.SQUARE S.S.STAINLESS STEEL S.S.D.SEE STRUCTURAL DRAWINGS STD.STANDARD STL.STEEL STRUC.STRUCTURAL SUSP.SUSPENDED SYM.SIMILAR T.TREAD T.C.TOP OF CURB TEL.TELEPHONE T.G., T&G TONGUE AND GROOVE THK.THICK T.I.TENANT IMPROVEMENT T.TREAD T/TOP OF T.O.C.TOP OF CONCRETE T.O.W.TOP OF WALL T.O.P.TOP OF PAVING T.O.PAR.TOP OF PARAPET TYP.TYPICAL TV.TELEVISION UNF.UNFINISHED U.N.O. / U.O.N.UNLESS OTHERWISE NOTED VAR.VARIES V.C.T.VINYL COMPOSITION TILE VENT.VENTILATION VERT.VERTICAL V.I.F.VERIFY IN FIELD VIN.B.VINYL BASE W.WEST OR WIDTH W/WITH W.C.WATER CLOSET WD.WOOD W.H.V.E.F.WHOLE HOUSE VENTILATION EXHAUST FAN W/O WITHOUT W.I.WROUGHT IRON W.I.C.WALK IN CLOSET WM WALL MOUNT WNDW WINDOW W.P. / WP WATERPROOF(ING) WSCT WAINSCOT &AND <ANGLE @ AT CL CENTERLINE [CHANNEL O DIAMETER OR ROUND P PROPERTY LINE #NUMBER OR POUND (E)EXISTING (T)TEMPORARY (N)NEW ABBREVIATIONSGENERAL CONSTRUCTION NOTES INSURANCE THE GENERAL CONTRACTOR AND SUBCONTRACTOR(S) SHALL PURCHASE AND MAINTAIN CERTIFICATE OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY AND SECURITY PRECAUTIONS IN CONNECTION WITH THE WORK. The Owner shall provide and pay for builder's risk insurance. Coverage shall include, but not be limited to perils of fire, lightning, flood, windstorm, hurricane, hail, explosion, riot, civil commotion, smoke, aircraft, land vehicles, vandalism, and malicious mischief, etc., in the amount equal to 100% of the contract sum (but not including excavation, filling, grading, demolition, foundations, and other non-insurable items). Such coverage to be issued in name of the contractor and owner, as their interest may appear. The Contractor shall procure, pay for, and maintain at all times during the prosecution of the work under the contract, various forms of insurance with carriers acceptable to the owner. All insurance policies shall have the architect, design consultants, the owner, and their employees as additional insureds. Contractor shall furnish insurance policies to owner prior to commencement of work. The following forms of insurance shall be provided: A. Statutory compensation and employer's liability insurance. B. Liability coverage . C. Contractor's bodily liability insurance and contractor property damage liability insurance. D. Contractor's protective bodily injury insurance and protective property damage liability insurance. E. Automobile bodily injury liability and automobile property damage liability insurance. CONTRACT & SCHEDULE NOTES / ADMINISTRATIVE NOTES 1. Contractor shall coordinate with owner and other contractors performing work under separate contracts to ensure project progress according to schedule. 2. The drawings and specifications constitute only a part of the contract documents as identified in the owner / contractor agreement. The contractor is also responsible for requirements set forth in the other instruments of the owner / contractor agreement. Discrepancies in the documents shall be reported to the architect at once for resolution. 3. In agreeing to terms and conditions of contract, contractor has accepted responsibility to verify that specified products will be available and to place orders for all required materials 4. Upon award of the contract, the general contractor shall prepare and submit to the architect a construction progress schedule. the construction schedule shall be continuously updated and posted at the job site at all times. 5. Contractor shall provide to the owner one set of reproducible as-builts for architectural, mechanical and electrical work. Additional site work, security systems, control systems and communications systems work performed by the contractor(s) shall also be documented in as-built drawings to be submitted to the owner. As-built drawings to be computer-based documents provided on compact disk. 6. Contractor shall provide warranties and manuals for all equipment and products installed on the project where supplied by the manufacturer. 7. The contractor will secure the necessary permits and will erect the necessary barriers, protection fences and/or canopies along public ways prior to starting construction 8. Contractor to obtain curb cut permits as required. 9. The contractor shall apply for and obtain, at the contractor's sole expense, all necessary construction permits required by applicable building codes and City agencies and State agencies. 10. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. 11. The contractor is responsible for any and all overtime costs unless otherwise agreed upon in writing. 12. Subject to inspectors' approval, the owner reserves the right to occupy the premises at any time before completion. Such occupancy shall not constitute the final acceptance of all or any part of the Work per the contract. 13. Owner shall pay monthly service bill for water, gas & electricity required for duration of construction. Contractor shall pay for the telephone service for job trailer(s), any temp. power or water lines, and for removal of construction debris and trash. SAFETY 14. The contractor and all sub-contractors and suppliers, are to fully comply with all local, state and federal safety requirements, (including but not limited to) California Occupational Safety and Health and the California Labor Commission. 15. A first aid kit shall be on the site at all times. PRODUCT OPTIONS & SUBSTITUTIONS Contract is based on the high standards of quality established in contract documents. 1. Substitution, revisions and / or changes must have prior approval by the architect. 2. Contractor shall provide specified products. 3. Contractor shall inform Architect in writing, at the time of submission, of any proposed deviations from the contract documents. 4. Neither the Owner nor Architect has agreed to substitution of materials specifified in the contract documents, except as maybe specifically otherwise stated in writing. 5. Contractor is required to provided specified material where materials are specified by naming one single manufacturer and / or model number. Materials proposed by the Contractor to be used, in lieu of materials specified with "or equal," shall in all ways be equal or exceed the qualities of the named materials and shall be approved by the architect. 6. Should Contractor demonstrate (to approval of Architect) that a specified material was ordered in a timely manner and will not be available in time for incorporation into this work, then Contractor shall submit to Architect such data on proposed substitute materials and/or methods as are needed to assist Architect in determining suitability of proposed substitution. 7. Substitutions will be considered if: A. Contractor has submitted substitution to architect in writing. B. Contractor has indicated (in writing) cost, time or other benefits for substitution. C. Architect shall be the judge of acceptability and reserves the right to reject proposed substitution. 8. The following products do not require further approval except for interface within work: A. Products specified by reference to standard specifications, such as national testing agencies and similar standards. B. Products specified by manufacturer's name and catalog number. C. Where phrase “or equal”or “or equal as approved by Architect”occurs in contract, do not assume that materials, equipment will be approved as equal unless item has been specifically approved by Architect. D. Decision of Owner and / or Architect shall be final. 9. The general contractor shall make shop drawings and sample submittals in accordance with AIA general conditions A201 and the requirements of the construction drawing and specifications. MARKED-UP DRAWINGS / RECORD DRAWINGS 1. During the execution of the work, contractor shall maintain a complete set of contract drawings in the job office, upon which set he is required to note in red, or other clear manner, all deviations from the contract documents (both authorized and unauthorized). Marked-up drawings prepared from this job set are a part of the project close-out documents. 2. Submittal by contractor represents that field measurements, field construction criteria, materials, catalog numbers and similar data have been reviewed and verified by Contractor, and that each has been checked and coordinated with requirements of Contract Documents. 3. Architects review of submittals shall be for design concept only and shall not be construed as approving departures from Contract documents. 4. Architect shall respond promply to RFI's and Submittals. SITE ACCESS & PROTECTION 1. The property gates are to be closed and locked at the end of each workday. 2. The contractor shall maintain the premises clean and free of all trash and debris and shall protect all work from damage, soiling, paint overspray, etc. All fixtures, equipment, glazing, floor, etc. shall be left clean and ready for occupancy (including existing storefront glazing and mullions, both interior and exterior space frame.) 3. Contractor shall be responsible to final clean the space 4. Contractor shall make arrangements with the owner/property manager for parking access, security access, material storage and waste dumpster location on the construction site 5. The Contractor shall keep the premises free from accumulation of waste materials or rubbish caused by his employees and subcontractors. At the completion of the work, the subcontractors shall remove from building and site all rubbish, tools, and surplus materials and leave the work swept broom clean. MANUALS Where manuals (such as HVAC equipment) are required to be submitted covering items including work, recommended maintenance, etc., provide manuals in durable binders, approximately 8-1/2” by 11”in size, and provide the following information: 1. Identification on, or readable through, front cover, stating general nature of manual. 2. Neatly typewritten index at front of manual, furnishing immediate information as to location in manual of data or equipment involved, name, address and phone number of subcontractor. 3. Complete instructions regarding operation and maintenance of equipment involved. 4. Complete nomenclature or replaceable parts, their part numbers, current cost, and name, address and phone number of nearest vendor of parts. 5. Copy of all guarantees and warranties issued. 6. Copy of approved shop drawings with data concerning changes made during construction. Extraneous Data: Where contents of manual include manufacturers catalog pages, clearly indicate precise items included in this installation and delete, or otherwise clearly indicate, manufacturer's data with which this installation is not concerned. Architect will retain one copy and return one (1) copy to the Contractor and one to the Owner. CONTRACT CLOSE OUT 1. Contractor shall provide documentation (notice of substantial completion) stating the work has been substantially completed. 2. Contractor shall provide list of items to be completed to Architect. 3. Architect will review list of items to be completed and will supplement the list of items considered to be incomplete or unacceptable. 4. At completion of work, and prior to owner move-in, Contractor shall employ skilled workmen for final cleaning; including glass, glossy surfaces, floors and finishes, including paint touch- up as required. 5. Contractor shall provide project record documents, material and finish data, operation and instruction manuals, maintenance of equipement and systems, warranties (including coverage dates), and bonds at project completion. Submit records to owner bound in 8-1/2" x 11" three-ring binders with durable plastic covers. 6. Contractor shall submit (marked-up) record drawings to Owner. 7. Contractor shall provide evidence of payments and release of liens to Owner. 8. Contractor shall obtain certificate of occupancy and provide to Owner. 9. Contractor shall provide final certificate for payment to Owner. E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:25:39 PM ABBREV., SYMBOLS, LEGENDS A0.101 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION Page 55 of 85 7/20/2023Page 56 of 85 (255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W (253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W (251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 ) (2 1 5 ) (2 2 0 ) (2 2 5 ) (2 3 0 ) (2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 ) (2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225) (2 30 ) (235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222) (223) (224) (226) (2 27) (228 ) (2 29) (2 31 ) (232) (2 33) (2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 ) (2 4 4 )(246)(247)(248)(249)(251)(252)(2 53) (2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 ) (235) (2 4 0 ) (2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 ) (2 2 8 ) (2 2 9 ) (231) (232) (233) (234) (236) (2 37 ) (2 38 ) (2 3 9 ) (2 4 1 ) (2 4 2) (2 43) (244 ) (246) (247) (248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S 24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)DN (255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W (253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W (251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 ) (2 1 5 ) (2 2 0 ) (2 2 5 ) (2 3 0 ) (2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 ) (2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225) (2 30 ) (235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222) (223) (224) (226) (2 27) (228 ) (2 29) (2 31 ) (232) (2 33) (2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 ) (2 4 4 )(246)(247)(248)(249)(251)(252)(2 53) (2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 ) (235) (2 4 0 ) (2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 ) (2 2 8 ) (2 2 9 ) (231) (232) (233) (234) (236) (2 37 ) (2 38 ) (2 3 9 ) (2 4 1 ) (2 4 2) (2 43) (244 ) (246) (247) (248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S 24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)(255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W (253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W (251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 ) (2 1 5 ) (2 2 0 ) (2 2 5 ) (2 3 0 ) (2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 ) (2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225) (2 30 ) (235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222) (223) (224) (226) (2 27) (228 ) (2 29) (2 31 ) (232) (2 33) (2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 ) (2 4 4 )(246)(247)(248)(249)(251)(252)(2 53) (2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 ) (235) (2 4 0 ) (2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 ) (2 2 8 ) (2 2 9 ) (231) (232) (233) (234) (236) (2 37 ) (2 38 ) (2 3 9 ) (2 4 1 ) (2 4 2) (2 43) (244 ) (246) (247) (248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S 24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)DN DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. TENNIS COURT EX HOUSE TENNIS COURT PROPERTY LINE PROPERTY LINE 1 2 3 4 5 6 7 P R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E 4 4 .6 4 '64.94'150.11'61.54'107.14'1 0 6 . 6 1 ' 323.94'510.72'497.84'266.57'267.25'45.16'EXISTING TRAILJUANITA CRANE TRAIL JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILP R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E G E O R G E F F R O A D 4 4 .6 4 '64.94'150.11'61.54'107.14'1 0 6 . 6 1 ' 323.94'510.72'497.84'266.57'267.25'45.16'15'-0" WIDE INGRESS/ EGRESS EASEMENTEXISTING TRAILJUANITA CRANE TRAIL JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAIL8 9 5 10 10 11 LEGEND PROPERTY LINES BUILDING SETBACK E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 0'60'30'707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:25:42 PM EXISTING SITE PLAN & PICTURES AD1.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 (E) 1 STORY STUCCO HOUSE TO BE DEMOLISHED 2 (E) TURN-AROUND TO BE DEMOLISHED 3 (E) POOL TO BE DEMOLISHED 4 (E) TRELLIS TO BE REMOVED 5 (E) HARDSCAPE TO BE DEMOLISHED 6 (E) TENNIS COURT TO REMAIN 7 (E) GAZEBO TO BE DEMOLISHED 8 (E) DRIVEWAY TO REMAIN 9 (E) DRIVEWAY TO BE REMOVED 10 (E) PATHWAY TO BE REMOVED 11 (E) POOL EQUIPMENT TO BE REMOVED KEYNOTES 1" = 30'-0" 1DEMO/EXISTING SITE PLAN N PLAN NORTH VIEW OF EXISTING POOL AND PAVING VIEW OF EXISTING EAST WING VIEW OF EXISTING MOTORCOURT AND APROACH TO THE RESIDENCE VIEW OF EXISTING GAZEBO VIEW OF EXISTING TENNIS COURT TO REMAIN Page 57 of 85 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND ROOM TAGKITCHEN EXISTING TO REMAIN EXISTING TO BE REMOVED PROPERTY LINES BUILDING SETBACK LIN. LIN. CLOCLOVANVAN CLOCLO FIRE PLACE CLOFIRE PLACE 1 2 3 4 4 5 6 7 7 7 7 7 7 7 7 8 AD3.00 3 AD3.00 1 AD3.00 5 AD3.00 4 AD3.006 AD3.00 7 9 4 PRIMARY BATH HIS CLO.HER CLO. BED 2 BED 1 BED 3 KITCHEN STOR. 2 POWDER STOR. 1 PANTRYPANTRY DINING ROOMLIBRARY GUEST ROOM GYM BATH 4 MAID ROOM MAID GARAGE STOR. 3 SERVICE YARD BATH. 3 CLO. CLO. HALL3 PRIMARY BEDROOM SITTING HALL 2 LIVING ROOM ENTRY / GALLERIA FAMILY ROOM HALL 1 BATH. 3 BAR BATH.1BATH.2 PLAY ROOM EQP GAME ROOM E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:14 PM MAIN HOUSE DEMOLITION PLAN AD2.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 (E) DRIVEWAY TO BE DEMOLISHED 2 (E) TURN-AROUND TO BE DEMOLISHED 3 (E) POOL EQUIPMENT TO BE REMOVED 4 (E) HARDSCAPE TO BE DEMOLISHED 5 (E) TRELLIS TO BE DEMOLISHED 6 (E) POOL PAVING TO BE DEMOLISHED 7 (E) WALLS TO BE DEMOLISHED 8 (E) POOL TO BE DEMOLISHED 9 (E) WATER FEATURE TO BE REMOVED KEYNOTES 1/8" = 1'-0" 1MAIN HOUSE DEMOLITION PLAN N PLAN NORTH Page 58 of 85 1 11 2 3 272'-6 9/32" 271'-0 23/32" 267'-3 15/32" 265'-3 13/32" 271'-6 15/32" 266'-5 7/16" 271'-1 9/32" 265'-11 23/32" 40'-3" DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 1:29:00 PM MAIN HOUSE ROOF DEMOLITION PLAN AD2.031 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1/8" = 1'-0" 1MAIN HOUSE ROOF DEMOLITION PLAN 1 (E) ROOF TO BE REMOVED 2 (E) TRELLIS TO BE REMOVED 3 (E) WALLS TO BE DEMOLISHED KEYNOTES N PLAN NORTH Page 59 of 85 1 GROUND FLOOR 252'-9 19/32" 2 3 19'-9"T.O. (E) ROOF 272'-6 1/4" GROUND FLOOR 252'-9 19/32" 1 2 2 2419'-9"13'-9"3'-2"18'-4"T.O. (E) ROOF 272'-6 1/4" GROUND FLOOR 252'-9 19/32"18'-3"14'-6"12'-6"1 T.O. (E) ROOF 272'-6 1/4" 3 8 GROUND FLOOR 252'-9 19/32" 5 6 2 6 6 3 1 T.O. (E) ROOF 272'-6 1/4" 9 GROUND FLOOR 252'-9 19/32" 1 2 2 2 7 T.O. (E) ROOF 272'-6 1/4" DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:19 PM EXISTING/DEMO ELEVATIONS AD3.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 (E) ROOF TO BE REMOVED 2 (E) WINDOWS TO BE REMOVED 3 (E) HARDSCAPE TO BE DEMOLISHED 4 (E) PLANTED AREA TO BE REMOVED 5 (E) TRELLIS TO BE REMOVED 6 (E) DOORS TO BE REMOVED 7 (E) PLANTER TO BE REMOVED 8 (E) PLANTERS TO BE REMOVED 9 (E) WATER FEATURE TO BE REMOVED KEYNOTES 1/8" = 1'-0" 1(E) ELEVATION 1 1/8" = 1'-0" 3(E) ELEVATION 3 1/8" = 1'-0" 4(E) ELEVATION 4 1/8" = 1'-0" 5(E) ELEVATION 5 1/8" = 1'-0" 6(E) ELEVATION 6 1/8" = 1'-0" 7(E) ELEVATION 7 Page 60 of 85 (255.75)FL(256.21)TC(253.32)TC(252.88)FL(252.16)FL(252.69)TC(252.61)TC(253.15)TW(253.17)TW(253.11)TW(253.08)TW(253.05)TW(253.14)TW(253.29)TW(253.28)TW(252.85)TW(252.86)TW(252.00)TC(253.19)TC(252.74)FL(254.58)FL(255.01)TC(2 6 0 .6 7 )T W (260.66)TW(260.68)TW(260.68)TW(260.73)TW(260.71)TW(260.56)TW(260.52)TW(260.54)TW(260.53)TW(260.50)TW(260.58)TW(260.60)TW(258.94)TW(258.88)TW(258.88)TW(2 5 8 .9 3 )T W(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W (253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW268.3'311.6'(252.61)FS(252.52)FS(252.52)FS(252.54)FS18" SPLIT(260.08)FS(257.12)FS(256.83)FS(256.69)FS(256.52)FS(256.38)FS(256.34)FS(256.38)FS(256.38)FS(256.43)FS(256.57)FS(256.70)FS(256.73)FS(259.20)FS(257.04)FS(257.13)FS(257.23)FS(257.08)FS(257.06)FS(256.94)FS(257.03)FS(257.14)FS(257.20)FSPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKPOOLJACUZZICONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKTENNISCOURT24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 ) (2 1 5 ) (2 2 0 ) (2 2 5 ) (2 3 0 ) (23 5 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 ) (2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(258)(259)(259)(261)(261)(2 6 1 )(262)(262)(262)(263)(263)(205)(210)(215)(220)(225) (2 30 ) (2 35)(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222) (223) (2 24) (226) (227 ) (228 ) (2 29) (23 1 ) (232) (2 33) (2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 ) (2 4 4 )(246)(247)(248)(249)(251)(252)(2 5 3 ) (2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 ) (235) (2 4 0 ) (2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 ) (2 2 8 ) (2 2 9 ) (231) (232) (233) (234) (236) (2 37 ) (238) (2 3 9 ) (2 4 1 ) (244 ) (246) (247) (2 48)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(20 0.2 0)FS 24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECIDUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(252.38)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACKFD N+W @ PROP. COR.ELEV.: (199.71)1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH GROUND SLOPE. 2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPEMENT OR WORK. 3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE PLAN. 4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN TO THE CENTER LINES OF COLUMNS AND STUDS IN PARTITION WALLS U.N.O. 5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF THE ARCHITECT. 6. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING CONDITIONS. SITE PLAN NOTESLEGEND PROPERTY LINES BUILDING SETBACK EXISTING BUILDING LINE EXISTING DRIVEWAY TO REMAIN (N) MAIN HOUSE WITH 6 CARS GARAGE REAR SETBACK50'-0"SIDE SETBACK35'-0"3 5 '-0 " 35'-0" P.C. P.C. P.C. P.C. N E A R E S T F IR E H Y D R A N T 6 " X 4 " X 2 1 /2 " O U T L E T IS 1 0 5 '-0 " S O U T H F R O M P R O P E R T Y C O R N E R P R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E 1 2 3 4 5 6 7 8 9 10 2 0'- 0 "20'-0"(CLEAR WIDTH OPEN TO SKY)(CL EAR WI DT H OP E N T O SKY) G E O R G E F F R O A D 4 4 .6 4 '64.94'150.11'61.54'107.14'1 0 6 . 6 1 ' 323.94'510.72'497.84'266.57'267.25'45.16'15'-0" WIDE INGRESS/ EGRESS EASEMENT9 11 2 2 '-7 1 /2 "20'-0 1/2"S L O P E 2 % (N) TENNIS CABANA 792 SQFT 8 '-8 " P A T H EXISTING TRAILE A S E M E N T 2 5 '-0 " S I D E S E T B C A K 3 5 '-0 " SIDE SETBACK 35'-0" S I DE S E T B A CK 3 5 '- 0 "EASEMENT25'-0"12 13 46' -0" 2 2 '-0 "14 EX. HOUSE OUTLINEEX. HOUSE OUTLINE EX. HOUSE OUTLINE EX. HOUSE OUTLINEEX. HOUSE OUTLINE11'-0" WIDE PATH 15 15 15 JUANITA CRANE TRAIL JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAIL16 13,878 SQFT E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 0'60'30'707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:25 PM SITE PLAN A1.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1" = 30'-0" 1PROPOSED SITE PLAN 1 GEORGEFF 1 (N) POOL 43'X17' 2 (N) SPA 3 (N) SUNKEN FIREPIT 4 (N) OUTDOOR SHOWER 5 (N) ONSEN GARDEN 6 (N) PRODUCTION GARDEN AND ORCHARD 7 (N) MOTORCOURT 8 (N) 9" RAISED DECK - FFL 255.75' 9 (N) FIRE APPARATUS TURNAROUND - HAMMERHEAD 10 (N) SPIGOT WALL 11 FUTURE CORRAL AND STABLE 12 (N) STABLE ACCESS ROAD 13 (N) PROPOSED SEPTIC SYSTEM LOCATION 14 (N) TENNIS CABANA 15 (N) RETAINING WALL 16 (E) 90 SQFT TRASH ENCLOSURE WITH FENCE KEYNOTES Set aside area for future stable and corral N PLAN NORTH 2 Fire Dept. Corrections Date 2 Page 61 of 85 (N) MAIN HOUSE 6 CARS GARAGE 2 0 '-1 0 " 35'-0"50'-0"35'-0"3 5 '-0 " 35'-0" P.C. P.C. P.C. P.C.P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E S E T B A C K L I N E (N) TENNIS CABANA 97'-6" 1 0 5 '-2 "224'-7"55'-7"35'-0"9 6 '- 6 "174'-6"290'-11"52'-1"7567-015-034 7567-015-026 7567-015-001 7567-015-035 7567-015-036 7567-015-037 7567-015-014 7567-015-013 7567-015-011 7567-015-0127567-015-013 7567-015-024 83'-4 1/2"E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:38 PM VICINITY MAP A1.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1/64" = 1'-0" 11 GEORGEFF -VICINITY MAP N PLAN NORTH Page 62 of 85 OvenREF.DN UP 14 13 12 11 10 9 8 7 6 5 4 3 2 1 A3.01 1 A3.01 2 A3.01 4 W.I.C 2 133 TATUM'S BEDROOM 130 ENTRANCE 118 GALLERY 129 FOYER 117 LIVING ROOM 119 JORDAN'S BEDROOM 132 HER OFFICE 110 WRAPPING RM 108 BUTLER'S KITCHEN 113 PANTRY 111 HIS OFFICE 116 DINING ROOM 120 PRIMARY SUITE 124 HER CLOSET 125 STORAGE 123 SPA 139 PRIMARY BATH 126 PWDR. 112 POOL BATH 121 HIS CLOSET 122 MASSAGE 138 PWDR. 137 W.I.C 1 127 BATH 1 128 BATH 2 134 HALLWAY 131 KITCHEN 115 WINE CELLAR 114 T D/W T D/W W W D D R MIRROR/TV/BARRE GOLF SIMULATOR CAB. WET BAR BENCHF WD STORAGE LIN. ONSEN COLD PLUNGE CLOSET BENCH BENCH LIN. LIN. SAUNA BENCH A3.01 3 1 1 1 1 2 2 35'-0" SETBACK LINE 35'-0" SETBACK LINE GARAGE 101 SHOE CLOSET 104 GUEST ROOM 106 LAUNDRY 107 BATH 102 W.I.C. 103 BATH 109 STORAGE 105 OUTDR SHWR 140 STAIRS 141 3 3 GOLF SIMULATOR 136 1 1 1 1 4 A3.00 1 A3.00 2 A3.003A3.00 4 110 104 124 117 100 145 116 151 142 114 135 134 150 159 113 101 112 139 102 146 136 137 140 138 144 149 160 141 156 157 118 108 153 154 120 111 121 148 147 123 158 152 155 143 115 161 109 103 131 133 126 125 127 132 x 128 130 129 107 106 105 108 122 119 4 1'- 7 3 / 4 "61'-8 1/2"79'-6 1/2"31'-8"4'-0"60'-5"11'-3 1/4"35'-5 3/4"13'-10"22'-0"16'-5"22'-0"6'-11 1/2" 67'-4 1/2"60'-0 1/2"25'-8"44'-10 1/4"25'-8"22'-1 1/2"35'-2"25'-8 3/4"10'-6 1/2"30'-4 1/2"40'-10 3/4"16'-1 3/4"10'-6 1/2"24'-11 1/2"AA AB AD AM AJ AI AK AL AC AE AF AH AG AN 38'-2 1/2"66'-2 3/4"72'-1"EX BUILDING LINEEX BUILDING LINEEX BUILDING LINE EX BUILDING LINEEX BUILDING LINE EX BUILDING LINE EX BUILDING LINE EX BUILDING LINE EX BUILDING LINE LEGEND 101 ROOM TAG KITCHEN NEW WALLS SPLIT LINES BUILDING EAVE LINES 1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH GROUND SLOPE. 2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. 3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE PLAN. 4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN AT EXTERIOR FACE OF STUD AT ALL EXTERIOR WALLS AND TO THE CENTERLINE OF STUDS IN ALL INTERIOR WALLS U.N.O. 5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF THE ARCHITECT. 6. CEILING HEIGHT DEIMENSIONS LABELED WITH "MIN." SHOULD BE CONSTRUCTED TIGHT TO THE STRUCTURE OR DUCTING ABOVE. 7. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING CONDITIONS. 8. WRAP ALL DRAINAGE PIPES LOCATED INSIDE OF WALLS TO MINIMIZE SOUND TRANSMISSION. FLOOR PLAN NOTES STORAGE 100 3'- 6 "14'-3"2 2'- 1 " 4'- 0 " 2 6'- 1 "14'-9"29'-11"35'-4 1/2"28'-9"E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:41 PM MAIN HOUSE OVERALL FLOOR PLAN A2.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1/8" = 1'-0" 1PROPOSED MAIN HOUSE OVERALL FLOOR PLAN 1 (N) SKYLIGHT 2 (N) FIREPLACE 3 (N) BASEMENT FOOTPRINT 4 (N) 200 GALLON FISH TANK KEYNOTES 1/8" = 1'-0" 2PROPOSED BASEMENT FLOOR N PLAN NORTH Page 63 of 85 SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS. ALL ROOF COVERINGS SHALL BE CLASS "A" PER BUILDING CODE 1505.1.1 VALLEY FLASHING SHALL BE NOT LESS THAN 0.019", NO. 26 GAGE GALVANIZED SHEET CORROSION RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72 POUND MINERAL SURFACED NON PERFORATED CAP SHEET COMPLYING WITH ASTM D3903, ATLEAST 36" WIDE RUNNING THE FULL LENGTH OF VALLEY, PER R337.5.3 BUILDING CODE 705A.3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER PER RESIDENTIAL CODE R337.5.4 AND BUILDING CODE 705A.4 ROOF PLAN NOTES CBC 1203.2 ATTIC SPACES. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACES BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. AN AIRSPACE OF NOT LESS THAN 1 INCH (25 MM) SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150TH OF THE AREA OF THE SPACE VENTILATED. CBC 1203.2.1 OPENINGS INTO ATTIC. OPENINGS FOR VENTILATION HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF NOT LESS THAN 1/16 INCH (1.6 MM) AND NOT MORE THAN 1/4 INCH (6.4 MM). EAVE VENTING NOT PERMITTED DUE TO HIGH FIRE ZONE. ATTIC TO BE VENTED WITH AN INTAKE VENT SYSTEM BUILT INTO THE VASCIA (DCI FASCIA VENTS) AND VENTED TO A RIDGE VENT (DCI SS-VENT). SEE SHEET A0.20 FOR SPEC SHEET. ATTIC VENT NOTES ATTIC 1 ATTIC AREA : 2417 SQFT MIN REQ. VENTING AREA : 2417/150 = 16.11 SQFT (2319 SQ INCHES) 6 VENTS ATTIC 2 ATTIC AREA : 3195 SQFT MIN REQ. VENTING AREA : 3195/150 = 21.3 SQFT (3067 SQ INCHES) 8 VENTS ATTIC 3 ATTIC AREA : 4601 SQFT MIN REQ. VENTING AREA :4601/150 = 30.67 SQFT (4416 SQ INCHES) 10 VENTS ATTIC 4 ATTIC AREA : 1537 SQFT MIN REQ. VENTING AREA : 1537/150 = 10.24 SQFT (1474.56 SQ INCHES) 4 VENTS ATTIC VENT CALCULATION BB BC BD BE BF BG BH BI BJ BK BP4:124:125:12 5:12 4:124:12 4:12 4 : 1 2 4 : 1 2 4:124:124:124:124:124:124:124:121 1 1 1 2 1 3 3 3 BA 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 9'-6" 10'-6"10'-6" 9'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6" 8'-6"9'-6"8'-6" 9'-6" 1'- 6 "1'-6"1'- 6 "1'-6"4" 4"1'-6"10'-6"10'-6"1'-6"4"1'-6"1'-6"1'-6"1'-6"1'-6" 5'-7 1/2" 1'-6" 4"1'-6"4" 1'-6"1'-6"1'-6"1'-6"4"1'-6"1'-6"79'-6 1/2"4 1'- 7 3 / 4 "61'-8 1/2"13'-7 3/4" 31'-8" 21'-10 1/2"21'-11 1/2"30'-4 1/2"25'-8 3/4"35'-2"22'-1 1/2"44'-10 1/4"59'-3 3/4"BL BM BN BO 272'-9 1/32" 269'-1 9/16" 269'-1 9/16" 269'-1 17/32" 270'-2 1/8" 268'-3 1/4" 268'-5 19/32" 267'-8 5/32" 268'-11 1/2" 38'-2 1/2"66'-2 3/4"72'-1"EX BUILDING LINEEX BUILDING LINEEX BUILDING LINE EX BUILDING LINEEX BUILDING LINE EX BUILDING LINE EX BUILDING LINE EX BUILDING LINE EX BUILDING LINE EX. ROOF LINEEX. ROOF LINE EX. ROOF LINE40'-3"67'-2 3/4"67'-2 3/4"EX. ROOF LINE EX. ROOF LINE EX. ROOF LINE EX. ROOF LINE EX. ROOF LINEEX. ROOF LINE20'-2 1/2"18'-10"15'-10 1/4"70'-11 1/4"9'-0 3/4" 2 2'- 9 "66'-0 1/2"59'-3 3/4" 4 4 4 4 4 4 5 5 5 5 5 5 5 5 E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 1:30:16 PM MAIN HOUSE - ROOF PLAN A2.061 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1/8" = 1'-0" 1PROPOSED MAIN HOUSE ROOF PLAN 1 (N) 5" GUTTER 2 (N) STONE CHIMNEY 3 (N) FASCIA PANEL 4 (N) ATTIC VENT 5 OUTLINE OF WALL BELOW KEYNOTES N PLAN NORTH 2 Fire Dept. Corrections Date 2 Page 64 of 85 REF1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH GROUND SLOPE. 2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. 3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE PLAN. 4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN AT EXTERIOR FACE OF STUD AT ALL EXTERIOR WALLS AND TO THE CENTERLINE OF STUDS IN ALL INTERIOR WALLS U.N.O. 5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF THE ARCHITECT. 6. CEILING HEIGHT DEIMENSIONS LABELED WITH "MIN." SHOULD BE CONSTRUCTED TIGHT TO THE STRUCTURE OR DUCTING ABOVE. 7. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING CONDITIONS. 8. WRAP ALL DRAINAGE PIPES LOCATED INSIDE OF WALLS TO MINIMIZE SOUND TRANSMISSION. FLOOR PLAN NOTES (E) TENNIS COURT257'-0" (N ) T E N N I S C A B A N A A3.01 6 A3.015 A3.01 8 A3.01 7 1 '-6 "3 0 '-0 " 1 '-6 " 1 '-6 " 3 6 '-0 " 1 '-6 "1'-6"1'-6"21'-0"1'-6"1'-6"27'-0"10'-8"3 '-6 "4 '-4 "2 '-0 "9'-0"(N ) S E A T I N G A R E A 2 312'-0 1/2"5 '-0 " 7 '-3 1 /2 "12'-6 1/2"12'-11 1/4"7 '-5 3 /4 " 8 '-2 1 /2 " 260'-6" R @ 7"6 8 '-6 "8'-6"8'-6"8 '-6 " 1 (E) TENNIS COURT (N ) T E N N I S C A B A N A EAVE 269'-2 1/4" RIDGE 273'-8 5/32" EAVE 269'-2 1/4" EAVE 269'-2 1/4" EAVE 269'-2 1/4" 3 6 '-0 "26'-11 1/2"4:124 :1 2 4 :1 2 4:12E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:49 PM TENNIS CABANA- FLOOR & ROOF PLAN A2.071 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION N PLAN NORTH 1/8" = 1'-0" 1PROPOSED TENNIS CABANA 1 (N) 2-WAY FIREPLACE 2 (N) BBQ 3 (N) 2 WAY FIRE PLACE KEYNOTES 1/8" = 1'-0" 2PROPOSED TENNIS CABANA ROOF PLAN Page 65 of 85 GROUND FLOOR 252'-9 19/32" T.O. ROOF 272'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" BASEMENT FLOOR 244'-9 19/32"6'-0"15'-8"20'-0"16'-4"1 1 1 2 344 4 6 7 7 7 8 GROUND FLOOR 252'-9 19/32" T.O. ROOF 272'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" BASEMENT FLOOR 244'-9 19/32"6'-0"15'-8"16'-2"17'-4 1/2"2 4 4 4 5 1 1 7 7 7 8 GROUND FLOOR 252'-9 19/32" T.O. ROOF 272'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32"15'-8"16'-2"20'-0"511136 GROUND FLOOR 252'-9 19/32" T.O. ROOF 272'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" BASEMENT FLOOR 244'-9 19/32" 8 5 1 7 7 3 34 E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:51 PM MAIN HOUSE EXTERIOR ELEVATIONS A3.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 (N) SKYLIGHT 2 (N) 6' EXTERIOR SHOWER WALL 3 (N) STONE WALL 4 (N) STUCCO WALL 5 (N) STONE CHIMNEY 6 (N) STONE LINTEL 7 (N) COMPOSITE ROOF TILES 8 (N) BASEMENT KEYNOTES 1/8" = 1'-0" 1MAIN HOUSE SOUTH ELEVATION 1/8" = 1'-0" 2MAIN HOUSE NORTH ELEVATION 1/8" = 1'-0" 3MAIN HOUSE EAST ELEVATION 1/8" = 1'-0" 4MAIN HOUSE WEST ELEVATION Page 66 of 85 GROUND FLOOR 252'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" 1 16'-4"7'-6"T.O ROOF 272'-5 3/4" GROUND FLOOR 252'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" 2 1 3 16'-4"7'-6"T.O ROOF 272'-5 3/4" GROUND FLOOR 252'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" 3 1 6'-0"7'-6"16'-2"T.O ROOF 272'-5 3/4" GROUND FLOOR 252'-9 19/32" 8'-6" PLATE HEIGHT 261'-3 19/32" 9'-6" PLATE HEIGHT 262'-3 19/32" 10'-6" PLATE HEIGHT 263'-3 19/32" 2 4 15'-8"A3.01 1 A3.01 2 A3.01 4 A3.01 3 PROPOSED CABANA FFL 260'-6" TENNIS CABANA CEILING 269'-0"3'-0"8'-6"6 13'-2 1/4"PROPOSED CABANA FFL 260'-6" TENNIS CABANA CEILING 269'-0"8'-6"13'-2 1/4"2'-0"10"1'-0"5 6 PROPOSED CABANA FFL 260'-6" TENNIS CABANA CEILING 269'-0"8'-6"5 613'-2 1/4"8'-1 1/4"PROPOSED CABANA FFL 260'-6" TENNIS CABANA CEILING 269'-0"8'-6"E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:53 PM MAIN HOUSE AND TENNIS CABANA EXTERIOR ELEVATIONS A3.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION 1 (N) COMPOSITE ROOF TILES 2 (N) SKYLIGHT 3 (N) STUCCO WALL 4 (N) STONE WALL 5 (N) 2 WAY FIRE PLACE 6 (N) BBQ KEYNOTES 1/8" = 1'-0" 1MAIN HOUSE SOUTH -WEST PART ELEVATION 1/8" = 1'-0" 2MAIN HOUSE NORTH -WEST PART ELEVATION 1/8" = 1'-0" 3MAIN HOUSE NORTH -EAST PART ELEVATION 1/8" = 1'-0" 4MAIN HOUSE WEST PART ELEVATION KEYPLAN FOR ELEVATION 1/8" = 1'-0" 5PROPOSED TENNIS CABANA EAST ELEVATION 1/8" = 1'-0" 6PROPOSED TENNIS CABANA NORTH ELEVATION 1/8" = 1'-0" 7PROPOSED TENNIS CABANA SOUTH ELEVATION 1/8" = 1'-0" 8PROPOSED TENNIS CABANA WEST ELEVATION Page 67 of 85 1. Wood flush -type doors shall be 1 3/4" thick minimum with solid core construction 91.6709.1 -door stops of in-swinging doors shall be of one- piece construction with the jamb or joined by rabbet to the jamb. (6709.4) 2. Provide dead bolts with hardened inserts; deadlocking, latch with key- operated locks on exterior. Locks must be openable from inside without key, special knowledge or special effort (latch not required in B,F, and S occupancies. (6709.2) 3. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have a minimum throw of 3/4". 4. Doors opening into one-hour resistive corridors shall be protected with a smoke or draft-stop fire assembly having a minimum 20-minute rating. 5. The use of a locking system which consists of a deadlocking latch operated by a doorknob and a deadbolt operated by a non-removable thumb turn which is independent of the deadlocking latch and which must be separately operated, shall not be considered as a system which requires special knowledge or effort when used in dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8 inches. 6. Garage door springs: (per section R309.5) A. Spring shall be fabricated from either hard-drawn spring wire (per ASTM-A227-21) or oil tempered wire (per ASTM-A229-71). B. Minimum design standard shall be 9,000 cycles. C. Physical cycling tests shall be performed and certified by an approved testing agency. D. Each spring shall be equipped with an approved device capable of restraining the spring or any part thereof in the event it breaks, containment device shall be tested and certified by an approved testing agency. 7. Use safety glazing in windows/glass doors located in hazardous locations per sect. R308.4. See plans for affected windows/doors A. Safety glazing is required in wall enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measure vertically above any standing or walking surface. B. Safety glazing is required in all fixed panels of swinging, sliding, and bifold doors. C. Safety glazing is required when the bottom edge of the glazing is less than 18" above the floor. D. Safety glazing is required when the top edge of the glazing is greater is than 36 inches above the floor 8. Exterior glazing shall be MULTI-PANE units with a minimum of ONE TEMPERED PANE, or glass block units, or minimum 20-min. rated, or complies withSFM 12-7A-2. 9. Exterior doors shall meet one of the following: a. Noncombustible material OR b. Ignition-resistant material OR c. Solid core wood having stiles and rails not less than 1-3/8-in. thick with interior panel thickness not less than 1-1/4-in. thick. OR d. Minimum 20-min. rated OR e.Complies with SFM 12-7A-1 10. Door & frame material Indicates the primary construction material of the door. Refer to the abbreviations below for door materials. AL =Aluminum AL CL =Aluminum Clad Wood CL =Chain Link ST =Steel SR =Sound Rated Door PT =Paint WD =Wood WM =Wire Mesh VN =VINYL 11.Owner shall approve all materials, finishes, and product selections prior to procurement. DOOR NOTES A B MAIN ENTRANCE WROUGHT IRON GLASS DOORS WITH SIDE LITES GLASS DOUBLE DOOR WITH FIXED SIDE LITES 8X3 GRID C SINGLE GLASS DOOR 2X3 GRIDHEIGHT WIDTH HEIGHTWIDTH HEIGHTWIDTH HEIGHTWIDTH D SOLID WOODEN DOOR E WOODEN DOOR -STORAGEHEIGHTWIDTH F SINGLE GLASS DOOR WITH FIXED SITE LITES 6X3 GRIDHEIGHTWIDTH FIXED FIXED FIXED HEIGHTWIDTH G SINGLE GLASS DOOR WITH FIXED SITE AND TOP LITES FIXED HEIGHTWIDTH H PAIR GLASS DOORS PAIR GLASS DOORS WITH FIXED GLASS SIDE LITES 6X3 GRID IHEIGHTWIDTH FIXED HEIGHTWIDTH GLASS DOOR WITH FIXED GLASS SIDE LITES 4X3 GRID J FIXED FIXED ROLL UP GARAGE DOOR K HEIGHTWIDTH ROLL UP GARAGE DOOR L WIDTH HEIGHTSINGLE FLUSH DOOR M FLUSH DOUBLE DOOR NHEIGHTWIDTH WIDTH HEIGHTSINGLE POCKET DOOR O SPLIT PANEL POCKET DOOR PHEIGHTWIDTH WIDTH HEIGHTE TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:55 PM DOOR SCHEDULE A6.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION DOOR SCHEDULE DOOR # DOOR FRAME HARDWAREFIRE RATING SHGC U-VALUECOMMENTSSIZE TYPETHICKNESSMATERIALFINISHMATERIALFINISHWIDTHHEIGHTGROUND FLOOR 100 9'-0"9'-6"A 101 12'-0"8'-0"B 102 3'-0"7'-6"C 103 3'-0"7'-6"C 104 3'-0"7'-6"C 105 8'-0"7'-6"K 106 8'-0"7'-6"K 107 8'-0"7'-6"K 108 3'-0"7'-6"C 108 8'-0"7'-6"K 109 9'-0"7'-6"I 110 12'-0"7'-6"B 111 3'-0"7'-6"C 112 12'-0"9'-0"B 113 12'-0"9'-0"B 114 6'-0"7'-6"J 115 9'-0"7'-6"I 116 6'-0"7'-6"H 117 9'-0"9'-4 1/2"G 118 9'-0"9'-4 1/2"G 119 9'-0"7'-6"F 120 3'-0"8'-0"C 121 9'-0"8'-0"E 122 3'-0"8'-0"D 123 3'-0"8'-0"C 124 12'-0"8'-0"B 125 2'-10"8'-0"M 126 2'-10"8'-0"M 127 2'-10"8'-0"M 128 3'-0"8'-0"M 129 2'-10"8'-0"M 130 3'-0"8'-0"M 131 3'-0"8'-0"M 132 3'-0"8'-0"O 133 2'-10"8'-0"M 134 5'-4"8'-0"P 135 3'-0"8'-0"M 136 3'-0"8'-0"M 137 3'-0"8'-0"O 138 5'-0"8'-0"N 139 3'-0"8'-0"M 140 3'-0"8'-0"O 141 12'-0"8'-0"B 142 3'-0"8'-0"M 143 5'-0"8'-0"N 144 2'-8"8'-0"M 145 3'-4"7'-11"M 146 3'-4"7'-11"M 147 2'-8"8'-0"M 148 2'-8"8'-0"M 149 3'-0"7'-11"M 150 3'-4"7'-11"M 151 3'-0"8'-0"M 152 3'-0"8'-0"M 153 2'-8"7'-0"M 154 2'-8"7'-0"M 155 3'-0"8'-0"M 156 2'-8"8'-0"M 157 2'-8"8'-0"M 158 3'-0"8'-0"M 159 2'-8"8'-0"M 160 2'-8"8'-0"M 161 2'-8"8'-0"M Page 68 of 85 1. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (R310.1.1). The minimum net clear opening height shall be 24". The minimum net clear opening width shall be 20". Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 44" measured from the floor. 2. For U-Factor & SHGC see Title 24 Analysis. 3. Use safety glazing in windows/glass doors located in hazardous locations per sect. R308.4. See plans for affected windows / doors: A. Safety glazing is required in wall enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measure vertically above any standing or walking surface. B. Safety glazing is required in all fixed panels of swinging, sliding, and bifold doors. C. Safety glazing is required in an individual fixed or operable panel that is greater than 9 sf. D. Owner shall approve all selections E. Safety glazing is required when the bottom edge of the glazing is less than 18" above the floor F. Safety glazing is required when the top edge of the glazing is greater is than 36 inches above the floor 4. Exterior windows, window walls, glazed doors, and glazed openings within exterior doors shall be insulating-glass units with a minimum of one tempered pane, or glass block units, or have a fire-resistance rating of not less than 20 minutes, when tested according to ASTM E 2010, or conform to the performance requirements of SFM 12-7A-2 (704A.3.2.2). 5. All new windows to match existing window, where applicable. 6. Owner shall approve all materials, finishes, and product selections prior to procurement. 7. Window & frame material Indicates the primary construction material of the window. Refer to the abbreviations below for window materials. AL =Aluminum AL CL =Aluminum Clad Wood CL =Chain Link ST =Steel SR =Sound Rated Door PT =Paint WD =Wood WM =Wire Mesh VN =VINYL WINDOW TYPE NOTES 1 2 3SILL HEIGHTHEIGHTWIDTH STEELWORKS FIXED GLASS WINDOW 2X2 GRID STEELWORKS FIXED FULL HEIGHT GLASS WINDOW 4X3 GRID STEELWORKS FIXED FULL HEIGHT GLASS WINDOW 6X3 GRID WIDTH 4 STEELWORKS FIXED FULL HEIGHT GLASS WINDOW 3X3 GRIDHEIGHTHEIGHTWIDTH E TATSNS E D LICEA FO FILAC AINRO RC H I T ECJOSEPH R.T0N.ER 3 13 72 CNo.32307 SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 7/11/2025 12:26:55 PM WINDOW SCHEDULE A6.101 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014 PLANNING SUBMISSION WINDOW SCHEDULE SYMBOL WINDOW FRAME SILL HT. (A.F.F.) HEAD HT.(A.F.F.)FIRE RATINGSHGCU-ValueWINDOW HEADER DETAILWINDOW JAMB DETAILWINDOW SILL DETAILCOMMENTSSIZE TYPEGLAZINGMATERIALFINISHWIDTHHEIGHTGROUND FLOOR AA 3'-0"4'-6"1 3'-0"7'-6" AB 6'-0"9'-0"2 0"9'-0" AC 9'-0"7'-6"3 0"7'-6" AD 3'-0"4'-6"1 3'-0"7'-6" AE 3'-0"4'-6"1 3'-0"7'-6" AF 3'-0"4'-6"1 3'-0"7'-6" AG 3'-0"4'-6"1 3'-0"7'-6" AH 3'-0"4'-6"1 3'-0"7'-6" AI 6'-0"7'-6"2 0"7'-6" AJ 6'-0"7'-6"2 0"7'-6" AK 4'-6"8'-0"4 0"8'-0" AL 4'-6"8'-0"4 0"8'-0" AM 4'-6"8'-0"4 0"8'-0" AN 3'-0"4'-6"1 3'-0"7'-6" Page 69 of 85 Page 70 of 85 Page 71 of 85 Page 72 of 85 Page 73 of 85 Page 74 of 85 Page 75 of 85 Page 76 of 85 Page 77 of 85 Page 78 of 85 Page 79 of 85 Page 80 of 85 Page 81 of 85 Page 82 of 85 Page 83 of 85 CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 pfernandez@scng.com City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 Account Number:5007827 Ad Order Number:0011744593 Customer's Reference/PO Number: Publication:Daily Breeze Publication Dates:07/10/2025 Total Amount:$754.69 Payment Amount:$0.00 Amount Due:$754.69 Notice ID:TYGzDgZ1HqI5e2BusUNP Invoice Text:NOTICE OF PUBLIC HEARING AND FIELD TRIP PLANNING COMMISSION OF THE CITY OF ROLLING HILLS, CALIFORNIA NOTICE IS HEREBY GIVEN, that the Planning Commission of the City of Rolling Hills will conduct public hearing field trip visits starting at 7:30 AM on Thursday, July 24, 2025, at the following properties for the purpose of receiving public input on the projects described below: 1st field trip 7:30 AM 1 HACKAMORE ROAD, ROLLING HILLS, CA 90274 (LOT 30-EF) ZONING CASE NO. 25-033: SITE PLAN REVIEWS FOR THE CONSTRUCTION OF A NEW TWO-STORY STABLE, NON-EXEMPT GRADING, EXPANSION OF BUILDING PAD, WALLS TO EXCEED 3 FEET HEIGHT NOT TO EXCEED MAXIMUM 5 FEET HEIGHT, AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMIT FOR STABLE TO EXCEED MAXIMUM 200 SQUARE FEET; AND VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (MAHLER & NUCCIO) 2nd FIELD TRIP AT 7:50 AM 1 GEORGEFF ROAD, ROLLING HILLS, CA 90274 (LOT 57-A-1- MS) ZONING CASE NO. 25-029: SITE PLAN REVIEW TO CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE- FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET IN THE SETBACK ; AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA Page 84 of 85 CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1 Daily Breeze 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 0011744593 City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not party to or interested in the above- entitled matter. I am the principal clerk of the printer of Daily Breeze, a newspaper of general circulation, printed and published in the City of Torrance*, County of Los Angeles, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of County of Los Angeles, State of California, under the date of June 15, 1945, Decree No. Pomo C-606. The notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 07/10/2025 I certify (or declare) under the penalty of perjury that the foregoing is true and correct. Dated at Hermosa Beach, California On this 10th day of July, 2025. ______________________________ Signature *Daily Breeze circulation includes the following cities: Carson, Compton, Culver City, El Segundo, Gardena, Harbor City, Hawthorne, Hermosa Beach, Inglewood, Lawndale, Lomita, Los Angeles, Long Beach, Manhattan Beach, Palos Verdes Peninsula, Palos Verdes, Rancho Palos Verdes, Rancho Palos Verdes Estates, Redondo Beach, San Pedro, Santa Monica, Torrance and Wilmington Page 85 of 85