1 City Council
Monday, August 25, 2025, 7:00 PM
Regular Meeting
City of Rolling Hills
The meeting agenda is available on the City’s website. The City Council 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 by emailing the City Clerk’s office at [email protected]. Your comments will become part of the official meeting record if received before 3pm on the meeting day. 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 City Council meetings online.
AGENDA
1. Call to Order
2. Roll Call
3. Pledge of Allegiance
4. Presentations/Proclamations/Announcements
4.A. Recognize partners and organizations for their donations, contributions and assistance to Rolling Hills residents in the affected utility shut-off areas during 2024 and 2025
RECOMMENDATION: Present Certificates of Recognition from the Mayor and City Council
5. Approve Order of the Agenda
This is the appropriate time for the Mayor or Councilmembers to approve the agenda as is or reorder.
6. Blue Folder Items (Supplemental)
Blue folder (supplemental) items are additional back up materials to administrative reports, changes to the posted agenda packet, and/or public comments received after the printing and distribution of the agenda packet for receive and file.
6.A. For Blue Folder Documents approved at the City Council Meeting RECOMMENDATION: Receive and file.
7. 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.
2 7.A. Supplemental Public Comment on Non-Agenda Items
RECOMMENDATION:
8. Consent Calendar
Business items, except those formally noticed for public hearing, or those pulled for discussion are assigned to the Consent Calendar. The Mayor or any Councilmember may request that any Consent Calendar item(s) be removed, discussed, and acted upon separately. Items removed from the Consent Calendar will be taken up under the "Excluded Consent Calendar" section below. Those items remaining on the Consent Calendar will be approved in one motion. The Mayor will call on anyone wishing to address the City Council on any Consent Calendar item on the agenda, which has not been pulled by Councilmembers for discussion.
8.A. Approve Affidavit of Posting for the City Council Regular Meeting of August 25, 2025
RECOMMENDATION: Approve.
8.B. Approve Motion to Read by Title Only and Waive Further Reading of All Ordinances and Resolutions Listed on the Agenda
RECOMMENDATION: Approve.
8.C. Approve the following Minutes of August 11, 2025: City Council Regular Meeting RECOMMENDATION: Approve as presented.
8.D. Payment of Bills
RECOMMENDATION: Approve as presented.
8.E. Republic Services Recycling Tonnage and Complaint Reports for July 2025 RECOMMENDATION: Receive and file.
9. Excluded Consent Calendar Items
10. Commission Items
10.A. 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, nonexempt 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)
RECOMMENDATION: Receive and file.
10.B. Zoning Case No. 24-121: Site Plan Review for a Residential Addition with a new attached garage, non-exempt grading, walls to exceed 3 feet maximum height, and other improvements; and Conditional Use Permit for a detached accessory structure greater than 200 square feet and finding the same exempt from the California Environmental Quality Act located at 6 Quail Ridge Road North (Schimmel) (LOT 107-RH)
RECOMMENDATION: Receive and file.
11. Public Hearings
3 12. Discussion Items
13. Matters From the City Council
13.A. Consideration of authorizing the Mayor to sign a joint Palos Verdes Peninsula Cities letter to Governor Newsom regarding the expansion of Executive Order N-32- 25 and suspension of SB9 applications within Very High Fire Hazard Severity Zones RECOMMENDATION: Approve as presented and authorize the Mayor to sign.
13.B. Consideration of creating a limited Ad Hoc Committee to discuss potential Red Flag Warning Municipal Code changes related to parking and potential prohibition on high-risk outdoor activities; and appointment of two Council members RECOMMENDATION: Create a limited Ad Hoc Committee to discuss potential Red Flag Warning Municipal Code changes related to parking and potential prohibition on high-risk outdoor activities and appoint two members.
14. Matters From Staff
14.A. Receive and file a Public Safety and Emergency Preparedness Update RECOMMENDATION: Receive and file.
15. Recess to Closed Session
15.A. Conference with legal counsel - existing litigation Government Code Section 54956.9(d)(1) the City finds, based on advice from legal counsel, that discussion in open session will prejudice the position of the city in the litigation. (3 cases) a.
Name of case: Connie Andersen, et al. V. California Water Company, et al. (Seaview case) Case No.: 24STCV20953 b. Name of case: City of Rolling Hills v. SCE CPUC Docket No. C.24-10-008 c. Name of case: City of Rolling Hills v. SoCalGas CPUC Docket No. C.24-10-009
15.B. Conference with legal counsel - initiation of litigation a closed session will be held, pursuant to Government Code Section 54956.9(c) and (d)(4) regarding the decision of whether to initiate litigation (1 case)
16. Reconvene to Open Session
17. Adjournment
Next regular meeting: Monday, September 8, 2025 at 7:00 p.m. in the City Council Chamber, Rolling Hills City Hall, 2 Portuguese Bend Road, Rolling Hills, California, 90274.
Notice:
Public Comment is welcome on any item prior to City Council action on the item.
Documents pertaining to an agenda item received after the posting of the agenda are available for review in the City Clerk's office or at the meeting at which the item will be considered.
In compliance with the Americans with Disabilities Act (ADA), if you need special assistance to participate in this meeting due to your disability, please contact the City Clerk at (310) 377-1521 at least 48 hours prior to the meeting to enable the City to make reasonable arrangements to ensure accessibility and accommodation for your review of this agenda and attendance at this meeting.
Item: 4.A.
Meeting Date: 8/25/2025
To: City Council
From: Samantha Crew, Management Analyst
Thru: Karina Bañales, City Manager
Subject: Recognize partners and organizations for their donations, contributions and assistance to Rolling Hills residents in the affected utility shut-off areas during 2024 and 2025
Background:
None.
Discussion:
None.
Fiscal Impact:
None
Recommendation:
Present Certificates of Recognition from the Mayor and City Council Attachments:
None
Item: 6.A.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: For Blue Folder Documents approved at the City Council Meeting Background:
Discussion:
Fiscal Impact:
Recommendation:
Receive and file.
Attachments:
1. CL_AGN_250825_CC_Item7A
2. CL_AGN_250825_CC_Item14A
BLUE FOLDER ITEM (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.
CITY COUNCIL MEETING
August 25, 2025
7A. Public Comment on Non-Agenda Items
From: Christian Horvath, Assistant to The City Manager / City Clerk CL_AGN_250825_CC_Item7A_PublicComment01
BLUE FOLDER ITEM (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.
CITY COUNCIL MEETING
August 25, 2025
14A. Receive and file a Public Safety and Emergency Preparedness Update From: Christian Horvath, Assistant to The City Manager / City Clerk CL_AGN_250825_CC_Item14A_PublicComment01
Item: 7.A.
Meeting Date: 8/25/2025
To: City Council
From:
Thru:
Subject: Supplemental Public Comment on Non-Agenda Items Background:
Discussion:
Fiscal Impact:
Recommendation:
Attachments:
1. CL_AGN_250825_CC_Item7A_PublicComment01
Court Access During ADA
Construction Project
By Dustin McNabb
President, RH Courts Club
August 25, 2025
“Indefinite Closure” to All Courts During ADA
Project Seriously Impacts Courts Club Members
• Rolling Hills Courts Club Members appreciate the hard work that the City and the HOA are doing to get the ADA project going
• The City has announced closure of all Courts for an “indefinite period” – up to 6 months due to safety concerns • Courts Club Members need access to at least one of the 3 courts during construction
• We have over 400 registered pickleball and/or tennis players • For Court 1 alone, up to 24 Members play pickleball everyday • Court 1 offers 4 Pickleball courts and Members depend upon access for exercise and social interaction
• After a walkaround, there are 5 potential access points – any one of which will work…
• There are 5 possible access
points to the courts
• At least two would require only
minimal grading and/or brush
removal
• Bottom Line: We need the
City’s help to maintain access to
at least one of the courts during
construction.
Item: 8.A.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Approve Affidavit of Posting for the City Council Regular Meeting of August 25, 2025 Background:
None.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
Approve.
Attachments:
1. CL_AGN_250825_CC_AffidavitofPosting
Administrative Report
8.A., File # 2025-102 Meeting Date: 8/25/2025
To: MAYOR & CITY COUNCIL
From: Christian Horvath, City Clerk
TITLE
Approve Affidavit of Posting for the City Council Regular Meeting of August 25, 2025
EXECUTIVE SUMMARY
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS
CITY OF ROLLING HILLS )
AFFIDAVIT OF POSTING
In compliance with the Brown Act, the following materials have been posted at the locations below.
Legislative Body City Council
Posting Type Regular Meeting Agenda
Posting Location 2 Portuguese Bend Road, Rolling Hills, CA 90274 City Hall Window
City Website: https://www.rolling-hills.org/government/agendas_meetings.php https://rollinghillsca.portal.civicclerk.com/
Meeting Date & Time August 25, 2025 7:00pm Open Session As City Clerk of the City of Rolling Hills, I declare under penalty of perjury, the document noted above was posted at the date displayed below.
Christian Horvath, City Clerk
Date: August 22, 2025
Item: 8.C.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Approve the following Minutes of August 11, 2025: City Council Regular Meeting Background:
None.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
Approve as presented.
Attachments:
1. CL_MIN_250811_CC_F
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Minutes
Rolling Hills City Council
Monday, August 11, 2025
Regular Meeting 7:00 p.m.
1. Call To Order
The City Council of the City of Rolling Hills met in person on the above date at 7:00 p.m. Mayor Pieper presiding.
2. Roll Call
Councilmembers Present: Mirsch, Wilson, Dieringer, Mayor Pieper Councilmembers Absent: Black
Staff Present: Karina Bañales, City Manager
Christian Horvath, Assistant to the City Manager / City Clerk Samantha Crew, Management Analyst
Nicolas Papajohn, City Attorney
3. Pledge Of Allegiance – Councilmember Wilson
Councilmember Black arrived at 7:01 p.m.
4. Presentations / Proclamations / Announcements
4.A. Receive and file a presentation from the City of Rolling Hills Summer Interns on their respective projects
Introduction by City Manager Bañales of Interns Lucas Balbi and Teagan Nash to present their Summer 2025 projects to the City Council.
Motion by Mayor Pro Tem Dieringer, seconded by Councilmember Mirsch to receive and file. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
4.B. Receive and file a verbal update from the Los Angeles County Fire Department regarding the annual Defensible Space Inspections as conducted in June 2025 Presentation by Los Angeles County Fire Department Assistant Chief Brian Kane Public Comment: Arlene Honbo, Mariam Visco, Melissa McNabb Motion by Councilmember Mirsch, seconded by Councilmember Black to receive and file. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
5. Approve Order of the Agenda
Motion by Councilmember Mirsch, seconded by Councilmember Wilson to approve the order of the agenda.
Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
6. Blue Folder Items (Supplemental) – None
7. Public Comment on Non-Agenda Items
Public Comment: SBCCOG Chair Bernadette Suarez, Jim Aichele, Judith Haenel
8. Consent Calendar
8.A. Approve Affidavit of Posting for The City Council Regular Meeting of August 11, 2025
8.B. Approve Motion to Read by Title Only and Waive Further Reading of All Ordinances and Resolutions Listed on the Agenda
8.C. Approve the following Minutes of July 28, 2025: City Council Regular Meeting
8.D. Payment of Bills
8.E. Adopt Resolution No. 1396 authorizing a Fiscal Year 2025-2026 Budget Modification to increase Appropriations by $158,679 in Fund 40-935 from a transfer of General Fund Reserves for providing Construction Services on the Tennis Court ADA Improvement Project
8.F. Approve Sixth Amendment to a Professional Services Agreement with Alan Palermo for Project Management Services during Fiscal Year 2025-26 for an additional not-to-exceed amount of $22,770 and authorize the City Manager to execute the amendment Motion by Councilmember Mirsch, seconded by Councilmember Wilson to approve the Consent Calendar.
Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
9. Excluded Consent Calendar Items – None
10. Commission Items – None
11. Public Hearings – None
12. Discussion Items
12.A. Consideration and discussion regarding potential Rolling Hills Municipal Code changes related to National Weather Service Red Flag Warning Days as recommended by the Traffic Commission and City Staff
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Presentation by Management Analyst Crew
Assistant to the City Manager / City Clerk Horvath
Public Comment: Clarissa Shumaker, Jim Aichele, Arlene Honbo, LACFD Chief Brian Kane, Jeff Bogosian Motion by Councilmember Mirsch, seconded by Mayor Pro Tem Dieringer to create a limited Ad Hoc Council Subcommittee to discuss potential Red Flag Warning Municipal Code changes related to parking and potential prohibition on high-risk outdoor activities. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
Motion by Councilmember Mirsch, seconded by Mayor Pro Tem Dieringer to provide direction to the Traffic Commission to look at all existing parking ordinances for possible revisions or updates and to bring information back to the City Council for further consideration. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
Motion by Councilmember Black, seconded by Councilmember Mirsch to receive and file. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
Mayor Pieper directed staff to agendize an item for August 25, 2025 to appoint members to a new limited Ad Hoc Committee.
12.B. Review and discuss the three additional proposed Emergency Outdoor Siren locations identified by HQE Systems, resident feedback gathered to date, and provide direction on which sites should proceed to the RHCA for licensing consideration Presentation by Management Analyst Crew
Public Comment: Mark Ursic, Greg Kirkpatrick, Cheryl Marcz, Susan Sleep, Clarissa Shumaker, John Lacey, Jeff Bogosian
Motion by Councilmember Black seconded by Mayor Pieper directing staff to add story pole flags at the Upper Blackwater Canyon / Portuguese Bend Road triangle and at the Chesterfield site; identify another potential location on Southfield or in general area; ask about the possibility of adding a pole in the Flying Triangle area; ask if trees can be planted adjacent to poles; find out the costs to use “camouflaged poles”; and get potential dates on the SAFE Network installation. Motion carried with the following vote:
AYES: Mirsch, Black, Dieringer, Mayor Pieper
NOES: Wilson
ABSENT: None
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
12.C. Consideration and approval of Adopting Resolution No. 1397 awarding a Construction Contract to Doty Bros., Equipment Company for providing Construction Services on the Rule 20B portion of the Eastfield Drive Electric Utility Undergrounding Mitigation Project in an amount not to exceed $3,287,796.85 funded by FEMA Hazard Mitigation Program #DR-4382- 177-7R, authorize the Mayor to execute the Agreement, and finding the project categorically exempt from the California Environmental Quality Act pursuant to CEQA Guidelines Section 15302(d)
Presentation by Assistant to the City Manager / City Clerk Horvath Public Comment: Judith Haenel
Motion by Mayor Pieper seconded by Councilmember Black to approve as presented with contextual alterations within Section 4 of the Resolution and Section 37 of the Contract Agreement adding language regarding receiving additional Rule 20A Credits and FEMA extending the period of performance date. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
13. Matters From the City Council
13.A. Consideration and approval of questions to be used for Traffic Commission appointment interviews during the August 25, 2025 City Council Special Meeting Presentation by Assistant to the City Manager / City Clerk Horvath Motion by Mayor Pro Tem Dieringer seconded by Councilmember Black to approve use of the existing Rolling Hills Traffic Commission questions minus number nine. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
14. Matters From Staff
14.A. Receive and file information regarding Electric Bicycle (E-Bike) regulations, prohibition and safety measures
Presentation by Assistant to the City Manager / City Clerk Horvath Motion by Councilmember Mirsch, seconded by Mayor Pieper to receive and file. Motion carried with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: Black
ABSENT: None
14.B. Receive and file Code Enforcement Quarterly Report for the second quarter of 2025 (April 1 to June 30)
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Presentation by City Manager Bañales
Motion by Mayor Pro Tem Dieringer, seconded by Councilmember Black to receive and file. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
14.C. Consideration of authorizing the Mayor to Sign a Letter of Support for Assemblymember Muratsuchi's AB 986, which seeks to expand the definition of disasters under the California Emergency Services Act to include landslides and conditions intensified by climate change, and send to the California State Senate Appropriations Committee Presentation by City Manager Bañales
Motion by Councilmember Wilson, seconded by Councilmember Mirsch to approve as presented. Motion carried unanimously with the following vote:
AYES: Mirsch, Wilson, Black, Dieringer, Mayor Pieper
NOES: None
ABSENT: None
15. Recess To Closed Session – 10:45 p.m.
15.A. Conference with Legal Counsel - Existing Litigation Government Code Section 54956.9(D)(1) the City finds, based on advice from legal counsel, that discussion in open session will prejudice the position of the City in the litigation. (3 Cases) A. Name of Case: Connie Andersen, et al. v. California Water Company, et al. (Seaview Case) Case No.: 24STCV20953
B. Name of Case: City Of Rolling Hills v. SCE CPUC Docket No. C.24-10-008 C. Name of Case: City Of Rolling Hills v. SoCalGas CPUC Docket No. C.24-10-009
15.B. Conference With Legal Counsel - Initiation of Litigation a Closed Session will be held, pursuant to Government Code Section 54956.9(C) and (D)(4) regarding the decision of whether to initiate litigation (1 Case)
Recommendation: None
16. Reconvene To Open Session – 10:54 p.m.
17. Adjournment: 10:54 p.m.
The meeting was adjourned at 10:54 p.m. on August 11, 2025. The next regular meeting of the City Council is scheduled to be held on Monday, August 25, 2025 beginning at 7:00 p.m. in the City Council Chamber at City Hall, 2 Portuguese Bend Road, Rolling Hills, California. It will also be available via City’s website link at:
https://www.rolling-hills.org/government/agenda/index.php All written comments submitted are included in the record and available for public review on the City website.
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Respectfully submitted,
____________________________________
Christian Horvath, City Clerk
Approved,
____________________________________
Jeff Pieper, Mayor
Item: 8.D.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Payment of Bills
Background:
None.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
Approve as presented.
Attachments:
1. CL_AGN_250825_CC_PaymentOfBills_E
Item: 8.E.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk Thru: Karina Bañales, City Manager
Subject: Republic Services Recycling Tonnage and Complaint Reports for July 2025 Background:
On July 1, 2020, the City entered into an Amended and Restated Agreement with Republic Services for the collection, transportation, recycling, composting, and disposal of solid waste, including recyclables, green waste, bulky items, and brush. The Agreement is scheduled to expire on June 30, 2029.
As part of this partnership, the city regularly receives and reviews Recycling Tonnage and Complaint Reports from Republic Services. These reports serve several important municipal, regulatory, and community functions.
Discussion:
The primary purpose of the Republic Services Recycling Tonnage and Complaint Reports is to provide the City with oversight and transparency regarding its waste management and recycling services. These reports enable the City to monitor the volume of waste and recyclable materials collected and processed, as well as identify any recurring service issues or resident complaints. By regularly reviewing these reports, the City can ensure that Republic Services is fulfilling its contractual obligations, promptly addressing service deficiencies, and making informed decisions related to public education and operational improvements. Additionally, the reports support compliance with recycling and waste diversion, while supplying essential data for planning and reporting to regulatory agencies.
Below are highlights of the types of reports and notes included:
Recycling Tonnage Report: Documents the total weight of recyclable materials collected, helping the City measure progress toward recycling and waste diversion goals and comply with mandated requirements.
Complaint Report: Logs resident complaints related to waste and recycling services—such as missed pickups or other service issues, to enable tracking of service quality and resolution of recurring concerns.
Red Tags Report: Records instances where a "red tag" is issued at an address, indicating a violation or another issue with waste practices.
Missed Pick-Up Report: Details incidents where scheduled waste pickups were missed, including the address, date, and resolution status.
Commercial Recycling: Commercial recycling materials are hauled to various transfer facilities, with a portion separated and recovered. Recovery rates from these facilities are reported monthly and applied to servicing areas.
Greenwaste Reporting: Greenwaste data in the Non-Franchise report may fluctuate monthly due to factors like changes in customer service types, load contamination, or data entry errors.
Resident Services: Residents may request one free roll-off container for green waste disposal once a year. Monthly Residential Franchise Reports highlight usage of these bins.
Diversion Requirements: Under the current Agreement between the City and Republic Services, Republic Services is required to achieve a minimum annual Diversion Rate of 30% for Residential Solid Waste Collection Services. This Diversion Rate is calculated by dividing the tons of materials recycled and shipped (net of residue) by the total tons of waste collected annually. However, the City itself must comply with CalRecycle’s mandate that requires a statewide recycling rate of at least 50%.
This means the City must work with Republic Services to meet or exceed the 50% recycling goal, even though Republic Services’ contractual minimum is 30%. It is important to note that the City achieves compliance with California’s recycling and waste diversion requirements by diverting green waste (such as yard trimmings and plant matter) from landfills and incorporating it into its overall waste management program.
ADDITIONAL INFORMATION
Free Residential Roll-Off Bin
As mentioned, the City offers residents the opportunity to request one free roll-off container annually for green waste disposal. According to the current Residential Franchise Reports, entries labeled “Greenwaste – Free Residential Roll-Off Bin” and “Trash-Free Residential Roll-Off Bin.” Although the City does not provide free roll-off bins for regular trash collection, the presence of “Trash-Free Residential Roll-Off Bin” in the report may indicate one of two possibilities:
• When Republic Services retrieves the bin and returns it to their facility, they may have identified contamination in the green waste bin, such as non-green waste disposed of improperly.
• Alternatively, this may be due to data entry or keying errors that require correction.
Red Tag Report Abbreviations
COMM: This column refers to Commercial service status. While Republic Services uses a standard red-tag reporting template across all its service jurisdictions, the City of Rolling Hills does not have commercial waste service. Therefore, entries under “COMM” are marked as “NO” for applicable red tags within the City.
Fiscal Impact:
None.
Recommendation:
Receive and file.
Attachments:
1. VC_REP_250820_July_Tonnage Report
2. VC_REP_250820_July_C&D_Report
3. VC_REP_250820_July_CallLog_Redacted
4. VC_REP_250820_July_RedTagReport
Year 2025
Diversion Requirement Y
Month Commodity Tons Collected Tons Recovered Tons Disposed Diversion % 1 Greenwaste 128.08 128.08 - 100.00%
Greenwaste - Free Residential Roll Off Bin 1.63 1.63 - 100.00% Trash 189.31 - 189.31 0.00%
Trash - Free Residential Roll Off Bin 10.51 - 10.51 0.00% 1 Total 329.53 129.71 199.82 39.36%
2 Greenwaste 102.30 102.30 - 100.00%
Greenwaste - Free Residential Roll Off Bin 8.54 8.54 - 100.00% Recycle 4.35 2.02 2.33 46.46%
Trash 181.14 - 181.14 0.00%
Trash - Free Residential Roll Off Bin 16.57 - 16.57 0.00% 2 Total 312.90 112.86 200.04 36.07%
3 Greenwaste 110.94 110.94 - 100.00%
Recycle 14.41 7.66 6.75 53.17%
Trash 199.27 - 199.27 0.00%
3 Total 324.62 118.60 206.02 36.54%
4 Greenwaste 81.53 81.53 - 100.00%
Recycle 0.28 0.13 0.15 48.11%
Trash 201.63 - 201.63 0.00%
Trash - Free Residential Roll Off Bin 19.37 - 19.37 0.00% 4 Total 302.81 81.66 221.15 26.97%
5 Greenwaste 85.39 85.39 - 100.00%
Recycle 11.61 5.69 5.92 49.00%
Trash 214.00 - 214.00 0.00%
5 Total 311.00 91.08 219.92 29.29%
6 Greenwaste 76.33 76.33 - 100.00%
Recycle 0.83 0.43 0.40 51.54%
Trash 236.54 - 236.54 0.00%
Trash - Free Residential Roll Off Bin 10.97 - 10.97 0.00% 6 Total 324.67 76.76 247.91 23.64%
7 Greenwaste 49.50 49.50 - 100.00%
Recycle 9.34 4.63 4.71 49.61%
Trash 279.22 - 279.22 0.00%
Trash - Free Residential Roll Off Bin 2.29 - 2.29 0.00% 7 Total 340.35 54.13 286.22 15.91%
Grand Total 2,245.88 664.81 1,581.07 29.60%
CITY OF ROLLING HILLS RESIDENTIAL FRANCHISE
2025
Year 2025
Diversion Requirement N
Month Commodity Tons Collected Tons Recovered Tons Disposed Diversion % 1 C&D 10.85 8.71 2.14 80.24%
Greenwaste 14.33 14.33 - 100.00%
Recycle 0.20 0.08 0.12 41.79%
Trash 56.68 - 56.68 0.00%
1 Total 82.06 23.12 58.94 28.17%
2 C&D 5.26 4.22 1.04 80.24%
Recycle 0.19 0.09 0.10 46.46%
Trash 21.78 - 21.78 0.00%
2 Total 27.23 4.31 22.92 15.82%
3 C&D 3.67 2.94 0.73 80.24%
Greenwaste 9.52 9.52 - 100.00%
Recycle 0.33 0.17 0.16 52.66%
Trash 58.05 - 58.05 0.00%
3 Total 71.57 12.64 58.93 17.66%
4 C&D 26.23 23.13 3.10 88.20%
Recycle 0.21 0.10 0.11 48.11%
Trash 18.30 - 18.30 0.00%
4 Total 44.74 23.23 21.51 51.93%
5 Recycle 0.22 0.10 0.12 46.21%
Trash 31.39 - 31.39 0.00%
Organics 0.04 0.03 0.01 69.07%
5 Total 31.65 0.13 31.52 0.40%
6 C&D 11.76 11.76 - 100.00%
Recycle 0.16 0.08 0.08 51.54%
Trash 30.42 - 30.42 0.00%
6 Total 42.34 11.84 30.50 27.97%
7 Recycle 0.25 0.12 0.13 48.54%
Trash 65.70 - 65.70 0.00%
Organics 0.01 0.01 0.00 70.96%
7 Total 65.95 0.13 65.82 0.19%
Grand Total 365.53 75.39 290.14 20.63%
CITY OF ROLLING HILLS NON-FRANCHISE
2025
Republic Services City of Rolling Hills
C&D Report Reporting Period July-25
Disposal Site Material Loads Taken Tons Collected
*No C&D to report this month
Summary
Row Labels Sum of Tons Collected
(blank)
Grand Total
Republic Services Call Log Report
City: Rolling Hills
Year 2025
Month/Quarter 7
Summary of Calls by Type
Final Call
Final Call Type Sub-Type Total
3.Missed Pick Up Missed Bulk Service 1
Missed Trash - Residential 1
3.Missed Pick Up Total 2
Grand Total 2
Final Call Type Sub-Type Case Number
Date/Time
Opened
Date/Time
Closed
Created
By Request Description Resolution Comments Customer Category Account Number Site Account Name Site Address Phone
3.Missed Pick Up Missed Bulk Service 20250703-218454739 7/3/2025 4:06
PM
7/8/2025
10:41 PM
Magdalen
a Delacruz
Roza
(blank) (blank) RESI 9020003070 1
CURRENT
RESIDENT
3 BUCKBOARD LN
ROLLING HILLS CA
(
Pg 1 of 2
Republic Services Call Log Report
Final Call Type Sub-Type Case Number
Date/Time
Opened
Date/Time
Closed
Created
By Request Description Resolution Comments Customer Category Account Number Site Account Name Site Address Phone
3.Missed Pick Up Missed Trash - Residential 20250717-219273069 7/17/2025
11:57 AM
7/21/2025
10:19 PM
Anairama
P Paredes (blank) (blank) RESI 9020003128 1 ROMAN HICKS 2958 PALOS VERDES
DR N ROLLING HILLS
ESTATES CA
3102837013
Pg 2 of 2
Rolling Hills Red Tags – July 2025
Date Address Issue
7/17/2025 6 Maverick CONTAMINATED
7/24/2025 38 Portugese RD CONTAMINATED
7/24/2025 6 Middleridge CONTAMINATED
7/29/2025 6 Eastfield DR CONTAMINATED
Item: 10.A.
Meeting Date: 8/25/2025
To: City Council
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:
Planning Commission Approval
On July 24, 2025, the Planning Commission conducted a morning field trip to the subject property, with all commissioners in attendance. The applicants’ architectural team and five neighbors were present; no concerns were raised during the site visit. That evening, the Commission convened a public hearing at City Hall, with all commissioners present. Staff presented the project, and the applicants’ architectural team, engineer, and property owner spoke in support. No members of the public attended or voiced opposition. Following review and discussion, the Commission voted unanimously (5-0) to approve the project and adopted Resolution No. 2025-06 (Attachment 6).
Zoning, Location, and Lot Description
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 squarefoot (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.
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, and 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 the 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 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 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 was minor and necessary to improve the driveway and other flatwork areas, Staff asked 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 recommended 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.
CONCLUSION
This evening, Staff recommends that City Council receive and file Zoning Case No. 25-029: Site Plan Review for construction of a new single-family residence with basement, attached garage, five-foothigh 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).
Fiscal Impact:
None.
Recommendation:
Receive and file.
Attachments:
1. Attachment 1 - 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_ZC25-029_RHCAComments
4. Attachment 4 - 2025-06_PC_Resolution_1GeorgeffRd_ZC25-029_F
5. Attachment 5 - PL_ADR_250724_1GeorgeffRd_ZC25-029_Plans
6. Attachment 6 - CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd_Affidavit
7. Attachment 7 - 2025-06_PC_Resolution_1GeorgeffRd_ZC25-029_F_E
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
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
Resolution No. 2025-06 (ZC 25-029) 1
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
Resolution No. 2025-06 (ZC 25-029) 2
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
Resolution No. 2025-06 (ZC 25-029) 3
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).
Resolution No. 2025-06 (ZC 25-029) 4
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.
Resolution No. 2025-06 (ZC 25-029) 5
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
Resolution No. 2025-06 (ZC 25-029) 6
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:
Resolution No. 2025-06 (ZC 25-029) 7
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
Resolution No. 2025-06 (ZC 25-029) 8
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.
Resolution No. 2025-06 (ZC 25-029) 9
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
Resolution No. 2025-06 (ZC 25-029) 10
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 asbestoscontaining 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 berequired.
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
Resolution No. 2025-06 (ZC 25-029) 11
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 shallnotrelieve theApplicant 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.
Resolution No. 2025-06 (ZC 25-029) 12
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.
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
ANDCORRAL, (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
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:36:12 PM
COVER
SHEET
A0.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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:[email protected]
ARCHITECT
NAME: JOSEPH SPIERER ARCHITECTS, INC.
CONTACT: JOE SPIERER
ADDRESS: 707 TORRANCE BLVD. SUITE 100
REDONDO BEACH, CA 90277
PHONE: (310) 876-8761
EMAIL: [email protected]
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:[email protected]
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
SURVEYOR 1. .
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: [email protected]
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: [email protected]
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: [email protected]
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
TENNIS CABANA 0 SQFT 792 SQFT 792 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
DEPTH OF BASEMENT 0 8 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
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
2 REVISION NUMBER
CLOUD - AREA OF REVISION
HEIGHT / ELEVATION SYMBOL 9'-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
GENERAL CONSTRUCTION NOTES ABBREVIATIONS
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 touchup 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.
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:25:39 PM
ABBREV.,
SYMBOLS,
LEGENDS
A0.10 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
7/20/2023
(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)T
(2
W
60.57)TW
(260.53)TW
(259.74)TW
(262.52)TW
TRBRW DYLT
ELEV.: (259.93)
TRBRW DYLT
ELEV.: (259.92) (259.46)TW
(259.45)TW
(259.85)TW (259.84)TW
GAZEBO WD DECK
ELEV.: (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
(253.68)TW
(253.71)TW
(256.36)TW
(260.95)TW
510.72' 510.72' 510.72' 510.72' 510.72' 510.72'
48. 794 ' 48. 794 '
266.57' 266.57'
267.25'
45 1. 6'
44.64'
510.72'
48. 794 '
(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)T
(2
C
10.59)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
(251.63)TW
(251.64)TW
(251.68)TW
BTM STEP
ELEV.: (249.57)
TOP STEP
ELEV.: (251.12)
(251.65)TW
(251.43)TW
TRBRW DYLT
ELEV.: (251.50)
TOP STEP
ELEV.: (251.99)
BTM STEP
ELEV.: (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)TW
1 .522 '
126.9'
268.3'
13 .61 '
18" SPLIT
12" DECID
PP
18" PINE
18" PINE
18" PINE
18" PINE
8" TRI
8" TRI
22" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
12" PINE
12" PINE
12" PINE
18" DECID
18" DECID
8" TRI
(249 4. 3)FS
(215 5. 0)FS
2( 15 1. 1 F) S
6-8" PINE
6-8" PINE
6-8" PINE 6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
12" PINE
12" PINE
12" PINE
12" PINE
6-8" PINE 6-8" PINE
6-8" PINE
16" DECID 16" DECID
18" PINE
18" PINE
18" PINE
(172 3. 6)FS
6" PALM 6" PALM
20" PALM
24"
CBRW
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
CONC.
BRICK
BRICK
CONC.
24"
CBRW
24"
CBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
(165)
1( 70)
1( 75)
(180)
(185)
(190)
(195)
(200)
(205)
(210)
(215)
(220)
(225)
(230)
(235)
(235)
2( 40)
(240)
2( 45)
(245)
(166)
(167)
(168)
1( 69)
(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)
(209)
(211)
(212)
(213)
(214)
(216)
(217)
(2
(218)
19)
(22
(221)
2)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
) 632(
(236)
2( 37)
(237)
(237)
2( 38) 2( 38)
(238)
(238)
2( 39) 2( 39)
(239)
(239)
2( 41)
(241)
2( 42)
(242)
2( 43)
(243)
(243)
2( 44)
(244)
42( ) 6
(246)
(247)
(247)
(248)
(248)
(250)
(255)
(249)
(251)
(252)
(253)
(254)
(256)
(257)
(258
2(
)
59)
2( 55)
(255)
2( 60)
2( 60)
62( ) 0
(260)
2( 52)
(252)
2( 53)
(253)
2( 54)
(254)
2( 56)
(256)
2( 57)
(257)
2( 58)
2( 58)
2( 59)
2( 59)
(261)
62( ) 1
2( 61)
(261)
(262)
) 262(
2( 62)
) 262(
2( 63)
) 362(
) 502(
) 012(
512( )
) 022(
(225)
(230)
(235)
042( )
(245)
) 052(
(255)
) 062(
2( 10 )
) 202(
2( 30 )
2( 04)
) 602(
) 702(
) 802(
) 902(
) 112(
) 212(
312( )
412( )
612( )
) 712(
) 812(
) 912(
) 122(
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
2( 63 )
32( ) 7
32( ) 8
932( )
142( )
242( )
(243)
(244)
642( )
) 742(
) 842(
) 942(
) 152(
) 252(
(253)
(254)
(256)
(257)
(258)
) 952(
) 162(
) 262(
(215)
(220)
(225)
(230)
(235)
(240)
(245)
(216)
(217)
(218)
(219)
(221)
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
(236)
(237)
(238)
(239)
(241)
(242)
(243)
(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)
002( SF) 80.
WM
(200 5. 1)FS
(200.20)FS
24" PINE
6-8" DECID
6-8" DECID 6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
(243.14)FS
UTLITY
UTLITY
EL PB
(249.68)FS
(249.86)TC
(255.98)FS
6-8" DECID
6-8" DECID
6-8" DECID
(263 9. )FG
16" EUC
16" EUC
18" DECID
18" DECID
18" DECID
18" DECID
18" DECID
16" EUC
26" EUC
26" EUC
26" EUC
12" DECID
18" DECID
30" DECID
(249 4. 2)FS
(249 1. 4)FS
(249 3. 8)FS
(249 4. 8)FS
(249 4. 5)FS
(249 5. 7)FS
42( 6. 9 F) 2 S
(251.15)FS
(252 5. 3)FS
(252.55)FS
(252.31)FS (252.00)FS
(252 0. 7)FS
(251.12)FS
01 E' SA ME NE T
52 0-' _1_1
61 A" UD ES BT CA K
53 S' TE AB KC
05 '
ER RA ES BT CA K
53 '
DI S S E TE AB KC
53 '
ES BT CA K
53 '
ES BT CA K
(200)
FD N+W @ PROP. COR.
ELEV.: (199 7. 1)
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)T
(2
W
60.57)TW
(260.53)TW
(259.74)TW
(262.52)TW
TRBRW DYLT
ELEV.: (259.93)
TRBRW DYLT
ELEV.: (259.92) (259.46)TW
(259.45)TW
(259.85)TW (259.84)TW
GAZEBO WD DECK
ELEV.: (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
(253.68)TW
(253.71)TW
(256.36)TW
(260.95)TW
510.72' 510.72' 510.72' 510.72' 510.72' 510.72'
48. 794 ' 48. 794 '
266.57' 266.57'
267.25'
45 1. 6'
44.64'
510.72'
48. 794 '
(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)T
(2
C
10.59)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
(251.63)TW
(251.64)TW
(251.68)TW
BTM STEP
ELEV.: (249.57)
TOP STEP
ELEV.: (251.12)
(251.65)TW
(251.43)TW
TRBRW DYLT
ELEV.: (251.50)
TOP STEP
ELEV.: (251.99)
BTM STEP
ELEV.: (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)TW
1 .522 '
126.9'
268.3'
13 .61 '
18" SPLIT
12" DECID
PP
18" PINE
18" PINE
18" PINE
18" PINE
8" TRI
8" TRI
22" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
12" PINE
12" PINE
12" PINE
18" DECID
18" DECID
8" TRI
(249 4. 3)FS
(215 5. 0)FS
2( 15 1. 1 F) S
6-8" PINE
6-8" PINE
6-8" PINE 6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
12" PINE
12" PINE
12" PINE
12" PINE
6-8" PINE 6-8" PINE
6-8" PINE
16" DECID 16" DECID
18" PINE
18" PINE
18" PINE
(172 3. 6)FS
6" PALM 6" PALM
20" PALM
24"
CBRW
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
CONC.
BRICK
BRICK
CONC.
24"
CBRW
24"
CBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
(165)
1( 70)
1( 75)
(180)
(185)
(190)
(195)
(200)
(205)
(210)
(215)
(220)
(225)
(230)
(235)
(235)
2( 40)
(240)
2( 45)
(245)
(166)
(167)
(168)
1( 69)
(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)
(209)
(211)
(212)
(213)
(214)
(216)
(217)
(2
(218)
19)
(22
(221)
2)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
) 632(
(236)
2( 37)
(237)
(237)
2( 38) 2( 38)
(238)
(238)
2( 39) 2( 39)
(239)
(239)
2( 41)
(241)
2( 42)
(242)
2( 43)
(243)
(243)
2( 44)
(244)
42( ) 6
(246)
(247)
(247)
(248)
(248)
(250)
(255)
(249)
(251)
(252)
(253)
(254)
(256)
(257)
(258
2(
)
59)
2( 55)
(255)
2( 60)
2( 60)
62( ) 0
(260)
2( 52)
(252)
2( 53)
(253)
2( 54)
(254)
2( 56)
(256)
2( 57)
(257)
2( 58)
2( 58)
2( 59)
2( 59)
(261)
62( ) 1
2( 61)
(261)
(262)
) 262(
2( 62)
) 262(
2( 63)
) 362(
) 502(
) 012(
512( )
) 022(
(225)
(230)
(235)
042( )
(245)
) 052(
(255)
) 062(
2( 10 )
) 202(
2( 30 )
2( 04)
) 602(
) 702(
) 802(
) 902(
) 112(
) 212(
312( )
412( )
612( )
) 712(
) 812(
) 912(
) 122(
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
2( 63 )
32( ) 7
32( ) 8
932( )
142( )
242( )
(243)
(244)
642( )
) 742(
) 842(
) 942(
) 152(
) 252(
(253)
(254)
(256)
(257)
(258)
) 952(
) 162(
) 262(
(215)
(220)
(225)
(230)
(235)
(240)
(245)
(216)
(217)
(218)
(219)
(221)
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
(236)
(237)
(238)
(239)
(241)
(242)
(243)
(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)
002( SF) 80.
WM
(200 5. 1)FS
(200.20)FS
24" PINE
6-8" DECID
6-8" DECID 6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
(243.14)FS
UTLITY
UTLITY
EL PB
(249.68)FS
(249.86)TC
(255.98)FS
6-8" DECID
6-8" DECID
6-8" DECID
(263 9. )FG
16" EUC
16" EUC
18" DECID
18" DECID
18" DECID
18" DECID
18" DECID
16" EUC
26" EUC
26" EUC
26" EUC
12" DECID
18" DECID
30" DECID
(249 4. 2)FS
(249 1. 4)FS
(249 3. 8)FS
(249 4. 8)FS
(249 4. 5)FS
(249 5. 7)FS
42( 6. 9 F) 2 S
(251.15)FS
(252 5. 3)FS
(252.55)FS
(252.31)FS (252.00)FS
(252 0. 7)FS
(251.12)FS
01 E' SA ME NE T
52 0-' _1_1
61 A" UD ES BT CA K
53 S' TE AB KC
05 '
ER RA ES BT CA K
53 '
DI S S E TE AB KC
53 '
ES BT CA K
53 '
ES BT CA K
(200)
FD N+W @ PROP. COR.
ELEV.: (199 7. 1)
(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)T
(2
W
60.57)TW
(260.53)TW
(259.74)TW
(262.52)TW
TRBRW DYLT
ELEV.: (259.93)
TRBRW DYLT
ELEV.: (259.92) (259.46)TW
(259.45)TW
(259.85)TW (259.84)TW
GAZEBO WD DECK
ELEV.: (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
(253.68)TW
(253.71)TW
(256.36)TW
(260.95)TW
510.72' 510.72' 510.72' 510.72' 510.72' 510.72'
48. 794 ' 48. 794 '
266.57' 266.57'
267.25'
45 1. 6'
44.64'
510.72'
48. 794 '
(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)T
(2
C
10.59)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
(251.63)TW
(251.64)TW
(251.68)TW
BTM STEP
ELEV.: (249.57)
TOP STEP
ELEV.: (251.12)
(251.65)TW
(251.43)TW
TRBRW DYLT
ELEV.: (251.50)
TOP STEP
ELEV.: (251.99)
BTM STEP
ELEV.: (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)TW
1 .522 '
126.9'
268.3'
13 .61 '
18" SPLIT
12" DECID
PP
18" PINE
18" PINE
18" PINE
18" PINE
8" TRI
8" TRI
22" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
12" PINE
12" PINE
12" PINE
18" DECID
18" DECID
8" TRI
(249 4. 3)FS
(215 5. 0)FS
2( 15 1. 1 F) S
6-8" PINE
6-8" PINE
6-8" PINE 6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
12" PINE
12" PINE
12" PINE
12" PINE
6-8" PINE 6-8" PINE
6-8" PINE
16" DECID 16" DECID
18" PINE
18" PINE
18" PINE
(172 3. 6)FS
6" PALM 6" PALM
20" PALM
24"
CBRW
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
CONC.
BRICK
BRICK
CONC.
24"
CBRW
24"
CBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
(165)
1( 70)
1( 75)
(180)
(185)
(190)
(195)
(200)
(205)
(210)
(215)
(220)
(225)
(230)
(235)
(235)
2( 40)
(240)
2( 45)
(245)
(166)
(167)
(168)
1( 69)
(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)
(209)
(211)
(212)
(213)
(214)
(216)
(217)
(2
(218)
19)
(22
(221)
2)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
) 632(
(236)
2( 37)
(237)
(237)
2( 38) 2( 38)
(238)
(238)
2( 39) 2( 39)
(239)
(239)
2( 41)
(241)
2( 42)
(242)
2( 43)
(243)
(243)
2( 44)
(244)
42( ) 6
(246)
(247)
(247)
(248)
(248)
(250)
(255)
(249)
(251)
(252)
(253)
(254)
(256)
(257)
(258
2(
)
59)
2( 55)
(255)
2( 60)
2( 60)
62( ) 0
(260)
2( 52)
(252)
2( 53)
(253)
2( 54)
(254)
2( 56)
(256)
2( 57)
(257)
2( 58)
2( 58)
2( 59)
2( 59)
(261)
62( ) 1
2( 61)
(261)
(262)
) 262(
2( 62)
) 262(
2( 63)
) 362(
) 502(
) 012(
512( )
) 022(
(225)
(230)
(235)
042( )
(245)
) 052(
(255)
) 062(
2( 10 )
) 202(
2( 30 )
2( 04)
) 602(
) 702(
) 802(
) 902(
) 112(
) 212(
312( )
412( )
612( )
) 712(
) 812(
) 912(
) 122(
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
2( 63 )
32( ) 7
32( ) 8
932( )
142( )
242( )
(243)
(244)
642( )
) 742(
) 842(
) 942(
) 152(
) 252(
(253)
(254)
(256)
(257)
(258)
) 952(
) 162(
) 262(
(215)
(220)
(225)
(230)
(235)
(240)
(245)
(216)
(217)
(218)
(219)
(221)
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
(236)
(237)
(238)
(239)
(241)
(242)
(243)
(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)
002( SF) 80.
WM
(200 5. 1)FS
(200.20)FS
24" PINE
6-8" DECID
6-8" DECID 6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
(243.14)FS
UTLITY
UTLITY
EL PB
(249.68)FS
(249.86)TC
(255.98)FS
6-8" DECID
6-8" DECID
6-8" DECID
(263 9. )FG
16" EUC
16" EUC
18" DECID
18" DECID
18" DECID
18" DECID
18" DECID
16" EUC
26" EUC
26" EUC
26" EUC
12" DECID
18" DECID
30" DECID
(249 4. 2)FS
(249 1. 4)FS
(249 3. 8)FS
(249 4. 8)FS
(249 4. 5)FS
(249 5. 7)FS
42( 6. 9 F) 2 S
(251.15)FS
(252 5. 3)FS
(252.55)FS
(252.31)FS (252.00)FS
(252 0. 7)FS
(251.12)FS
01 E' SA ME NE T
52 0-' _1_1
61 A" UD ES BT CA K
53 S' TE AB KC
05 '
ER RA ES BT CA K
53 '
DI S S E TE AB KC
53 '
ES BT CA K
53 '
ES BT CA K
(200)
FD N+W @ PROP. COR.
ELEV.: (199 7. 1)
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
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 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
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
44.64'
64.94'
150.11'
61.54'
107.14'
106.61'
323.94'
510.72'
497.84'
266.57'
267.25'
45.16'
EXISTING
TRAIL
JUANITA CRANE TRAIL
JUANITA CRANE TRAIL
F
ULD'S
F
U
RLO
N
G
T
RAIL F
ULD'S
F
U
RLO
N
G
T
RAIL
FULD'S
FU
RLONG
TRAIL
FULD'S
FU
RLONG
TRAIL
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 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
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
44.64'
64.94'
150.11'
61.54'
107.14'
106.61'
323.94'
510.72'
497.84'
266.57'
267.25'
45.16'
15'-0" WIDE INGRESS/
EGRESS
EASEMENT
EXISTING
TRAIL
JUANITA CRANE TRAIL
JUANITA CRANE TRAIL
F
ULD'S
F
U
RLO
N
G
T
RAIL F
ULD'S
F
U
RLO
N
G
T
RAIL
FULD'S
FU
RLONG
TRAIL
FULD'S
FU
RLONG
TRAIL
8 9
5 10
10 11
LEGEND
PROPERTY LINES
BUILDING SETBACK
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER
0' 30' 60'
JOSEPH SPIERER ARCHITECTS, INC.
707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:25:42 PM
EXISTING
SITE PLAN &
PICTURES
AD1.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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"
DEMO/EXISTING SITE PLAN 1
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
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
KITCHEN ROOM TAG
EXISTING TO REMAIN
EXISTING TO BE REMOVED
PROPERTY LINES
BUILDING SETBACK
LIN.
LIN.
CLO VAN VAN CLO
CLO
CLO
FIRE
PLACE
CLO
FIRE
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 6 AD3.00
AD3.00 7
9 4
HER CLO. PRIMARY BATH HIS CLO.
BED 2
BED 1
BED 3
KITCHEN
STOR. 2 POWDER STOR. 1
PANTRY PANTRY
LIBRARY DINING ROOM
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.1 BATH.2
PLAY ROOM
EQP
GAME ROOM
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:14 PM
MAIN HOUSE
DEMOLITION
PLAN
AD2.01 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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"
MAIN HOUSE DEMOLITION PLAN 1
N
PLAN NORTH
1 1 1
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.
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
1:29:00 PM
MAIN HOUSE
ROOF
DEMOLITION
PLAN
AD2.03 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
1/8" = 1'-0"
MAIN HOUSE ROOF DEMOLITION PLAN 1
1 (E) ROOF TO BE REMOVED
2 (E) TRELLIS TO BE REMOVED
3 (E) WALLS TO BE DEMOLISHED
KEYNOTES
N
PLAN NORTH
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
2 4 19'-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.
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:19 PM
EXISTING/DEMO
ELEVATIONS
AD3.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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"
(E) ELEVATION 1 1
1/8" = 1'-0"
(E) ELEVATION 3 3
1/8" = 1'-0"
(E) ELEVATION 4 4
1/8" = 1'-0"
(E) ELEVATION 5 5
1/8" = 1'-0"
(E) ELEVATION 6 6
1/8" = 1'-0"
(E) ELEVATION 7 7
(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
(260.67)TW
(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
(258.93)TW
(260.48)TW
(260.51)TW
(260.52)TW
(260.58)TW
(260.56)TW
(260.59)TW
(260.54)TW
(260.57)T
(2
W
60.57)TW
(260.53)TW
(259.74)TW
(262.52)TW
TRBRW DYLT
ELEV.: (259.93)
TRBRW DYLT
ELEV.: (259.92) (259.46)TW
(259.45)TW
(259.85)TW (259.84)TW
GAZEBO WD DECK
ELEV.: (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
(253.68)TW
(253.71)TW
(256.36)TW
(260.95)TW
510.72' 510.72' 510.72' 510.72' 510.72' 510.72'
48. 794 ' 48. 794 '
266.57' 266.57'
267.25'
45 1. 6'
44.64'
510.72'
48. 794 '
(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)T
(2
C
10.59)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)TW
TRBRW DYLT
ELEV.: (251.50)
TOP STEP
ELEV.: (251.99)
BTM STEP
ELEV.: (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)TW
268.3'
13 .61 '
(252 6. 1)FS
(252 5. 2)FS
(252 5. 2)FS
(252 5. 4)FS
18" SPLIT
(260.08)FS
(257 1. 2)FS
(256 8. 3)FS
(256 6. 9)FS
(256 5. 2)FS
(256 3. 8)FS
(256 3. 4)FS
(256 3. 8)FS
(256 3. 8)FS
(256 4. 3)FS
(256 5. 7)FS (256 7. 0)FS
(256 7. 3)FS
(259 2. 0)FS
(257 0. 4)FS
(257 1. 3)FS
2( 57 2. 3 F) S
(257 0. 8)FS
(257 0. 6)FS
(256 9. 4)FS
(257 0. 3)FS
(257 1. 4)FS
(257 2. 0)FS
PP
18" PINE
18" PINE
18" PINE
18" PINE
8" TRI
8" TRI
22" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
16" TWIN DECID
12" PINE
12" PINE
12" PINE
18" DECID
8" TRI
(249 4. 3)FS
(215 5. 0)FS
2( 15 1. 1 F) S
6-8" PINE
6-8" PINE
6-8" PINE 6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
6-8" PINE
12" PINE
12" PINE
12" PINE
12" PINE
6-8" PINE 6-8" PINE
6-8" PINE
16" DECID 16" DECID
18" PINE
18" PINE
18" PINE
(172 3. 6)FS
6" PALM 6" PALM
20" PALM
24"
CBRW
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DIRT
DIRT
DIRT
DIRT
DIRT
GRASS
GRASS
GRASS
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
BRICK
POOL
AJ UC ZZI
CONC.
CONC.
CONC.
CONC.
CONC. CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
BRICK
TENNIS
COURT
24"
CBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
8"
RBRW
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
DIRT
(165)
1( 70)
1( 75)
(180)
(185)
(190)
(195)
(200)
(205)
(210)
(215)
(220)
(225)
(230)
(235)
(235)
2( 40)
(240)
2( 45)
(245)
(166)
(167)
(168)
1( 69)
(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)
(209)
(211)
(212)
(213)
(214)
(216)
(217)
(218)
(219)
(22
(221)
2)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
) 632(
(236)
2( 37)
(237)
(237)
2( 38) 2( 38)
(238)
(238)
2( 39) 2( 39)
(239)
(239)
2( 41)
(241)
2( 42)
(242)
2( 43)
(243)
(243)
2( 44)
(244)
42( ) 6
(246)
(247)
(247)
(248)
(248)
(250)
(255)
(249)
(251)
(252)
(253)
(254)
(256)
(257)
(258
2(
)
59)
2( 55)
(255)
2( 60)
2( 60)
62( ) 0
2( 52)
(252)
2( 53)
(253)
2( 54)
(254)
2( 56)
(256)
2( 57)
2( 58)
2( 59)
2( 59)
62( ) 1
2( 61)
(261)
) 262(
2( 62)
) 262(
2( 63)
) 362(
) 502(
) 012(
512( )
) 022(
(225)
(230)
(235)
042( )
(245)
) 052(
(255)
) 062(
2( 10 )
) 202(
2( 30 )
2( 04)
) 602(
) 702(
) 802(
) 902(
) 112(
) 212(
312( )
412( )
612( )
) 712(
) 812(
) 912(
) 122(
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
2( 63 )
32( ) 7
32( ) 8
932( )
142( )
242( )
(243)
(244)
642( )
) 742(
) 842(
) 942(
) 152(
) 252(
(253)
(254)
(256)
(257)
(258)
) 952(
) 162(
) 262(
(215)
(220)
(225)
(230)
(235)
(240)
(245)
(216)
(217)
(218)
(219)
(221)
(222)
(223)
(224)
(226)
(227)
(228)
(229)
(231)
(232)
(233)
(234)
(236)
(237)
(238)
(239)
(241)
(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)
002( SF) 80.
WM
(200 5. 1)FS
(200.20)FS
24" PINE
6-8" DECID
6-8" DECID 6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
6-8" DECID
UTLITY
UTLITY
EL PB
(249.68)FS
(249.86)TC
(255.98)FS
6-8" DECID
6-8" DECID
6-8" DECID
(263 9. )FG
16" EUC
16" EUC
18" DECID
18" DECID
18" DECID
18" DECID
16" EUC
26" EUC
26" EUC
26" EUC
12" DECID
(249 4. 2)FS
(249 1. 4)FS
(249 3. 8)FS
(249 4. 8)FS
(249 4. 5)FS
(249 5. 7)FS
42( 6. 9 F) 2 S
(252.38)FS
(251.12)FS
01 E' SA ME NE T
52 0-' _1_1
61 A" UD ES BT CA K
53 S' TE AB KC
05 '
ER RA ES BT CA K
53 '
DI S S E TE AB KC
53 '
ES BT CA K
53 '
ES BT CA K
FD N+W @ PROP. COR.
ELEV.: (199 7. 1)
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.
LEGEND SITE PLAN NOTES
PROPERTY LINES
BUILDING SETBACK
EXISTING BUILDING LINE
EXISTING DRIVEWAY
TO REMAIN
(N) MAIN HOUSE WITH
6 CARS GARAGE
R
EAR
S
ET
BAC
K
5 0'-0"
SIDE SETBACK
35'-0"
35'-0"
35'-0"
P.C.
P.C.
P.C.
P.C.
NEAREST FIRE HYDRANT 6" X 4" X 2 1/2"
OUTLET IS 105'-0" SOUTH FROM
PROPERTY CORNER
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 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
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
20'-0"
20'-0"
(CLEAR WIDTH
OPEN TO SKY)
(CLEAR WIDTH
OPEN TO SKY)
G E O R G E F F R O A D
44.64'
64.94'
150.11'
61.54'
107.14'
106.61'
323.94'
510.72'
497.84'
266.57'
267.25'
45.16'
15'-0" WIDE INGRESS/
EGRESS
EASEMENT
9 11
22'-7 1/2"
20'-0 1/2"
SLOPE 2%
(N) TENNIS CABANA
792 SQFT
8'-8" PATH
EXISTING
TRAIL
EASEMENT
25'-0"
SIDE SETBCAK
35'-0"
SIDE SETBACK
35'-0"
SIDE SETBACK
35'-0"
EAS
E
M
E
N
T
2 5'-0"
12 13
46'-0"
22'-0"
14 EX. HOUSE OUTLINE
EX. HOUSE OUTLINE
EX. HOUSE OUTLINE
EX. HOUSE OUTLINE
EX. HOUSE OUTLINE
11'-0" WIDE PATH
15 15
15 JUANITA CRANE TRAIL
JUANITA CRANE TRAIL
F
ULD'S
F
U
RLO
N
G
T
RAIL F
ULD'S
F
U
RLO
N
G
T
RAIL
FULD'S
FU
RLONG
TRAIL
FULD'S
FU
RLONG
TRAIL
16 13,878 SQFT
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER
0' 30' 60'
JOSEPH SPIERER ARCHITECTS, INC.
707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:25 PM
SITE PLAN
A1.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
1" = 30'-0"
PROPOSED SITE PLAN 1 GEORGEFF 1
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
(N) MAIN HOUSE
6 CARS GARAGE
20'-10"
35'-0"
5 0'-0"
35'-0"
35'-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"
105'-2"
2 24'-7"
5 5'-7"
35'-0"
96'-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
7567-015-013 7567-015-012
7567-015-024
8 3'-4 1/2"
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:38 PM
VICINITY MAP
A1.01 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
1/64" = 1'-0"
1 GEORGEFF - VICINITY MAP 1
N
PLAN NORTH
Oven REF.
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
BENCH
F
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 A3.00 4 3 A3.00
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
41'-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 LINE
EX BUILDING LINE
EX BUILDING LINE
EX 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"
22'-1" 4'-0"
26'-1"
14'-9"
29'-11"
35'-4 1/2" 28'-9"
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:41 PM
MAIN HOUSE
OVERALL
FLOOR PLAN
A2.01 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
1/8" = 1'-0"
PROPOSED MAIN HOUSE OVERALL FLOOR PLAN 1
1 (N) SKYLIGHT
2 (N) FIREPLACE
3 (N) BASEMENT FOOTPRINT
4 (N) 200 GALLON FISH TANK
KEYNOTES
1/8" = 1'-0"
PROPOSED BASEMENT FLOOR 2
N
PLAN NORTH
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
BP
4:12 4:12
5:12 5:12
4:12
4:12 4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
4:12
1 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"
41'-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 LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX. ROOF LINE
EX. ROOF LINE
EX. ROOF LINE
40'-3"
67'-2 3/4"67'-2 3/4"
EX. ROOF LINE
EX. ROOF LINE EX. ROOF LINE
EX. ROOF LINE EX. ROOF LINE
EX. ROOF LINE
20'-2 1/2"
18'-10"
15'-10 1/4" 9'-0 3/4" 70'-11 1/4"
22'-9"
66'-0 1/2"
59'-3 3/4"
4 4
4 4
4 4
5 5
5 5
5 5
5 5
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
1:30:16 PM
MAIN HOUSE -
ROOF PLAN
A2.06 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
1/8" = 1'-0"
PROPOSED MAIN HOUSE ROOF PLAN 1
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
R
E
F
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
(E) TENNIS COURT257'-0"
(N) TENNIS CABANA
A3.01
6 A3.01 5
A3.01 8
A3.01
7 1'-6"
30'-0"
1'-6"
1'-6"
36'-0"
1'-6"
1'-6"
1'-6"
21'-0"
1'-6"
1'-6" 2
7'-0"
10'-8"
3'-6" 4'-4" 2'-0"
9'-0"
(N) SEATING AREA
2 3
12'-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"
6R @ 7"
8'-6"
8'-6"
8'-6"
8'-6"
1 (E) TENNIS COURT
(N) TENNIS CABANA
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"
36'-0"
2 6'-11 1/2"
4:12
4:12
4:12
4:12
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:49 PM
TENNIS
CABANAFLOOR &
ROOF PLAN
A2.07 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
N
PLAN NORTH
1/8" = 1'-0"
PROPOSED TENNIS CABANA 1
1 (N) 2-WAY FIREPLACE
2 (N) BBQ
3 (N) 2 WAY FIRE PLACE
KEYNOTES
1/8" = 1'-0"
PROPOSED TENNIS CABANA ROOF PLAN 2
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"
1112
3 4
4 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"
17'-4 1/2"
16'-2"
15'-8"
2 4
4 4
511
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"
631115
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 51
77 3
3 4
ETAT S NSE
D
LICE
A
OF
CALIF
IA NRO
RCHITE
JOSEPH R.
CT
0 N. ER
3 31
72 No.C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:51 PM
MAIN HOUSE
EXTERIOR
ELEVATIONS
A3.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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"
MAIN HOUSE SOUTH ELEVATION
1 1/8" = 1'-0"
MAIN HOUSE NORTH ELEVATION
2 1/8" = 1'-0"
MAIN HOUSE EAST ELEVATION
3 1/8" = 1'-0"
MAIN HOUSE WEST ELEVATION
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"
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"
5 8'-6"
6 13'-2 1/4"
8'-1 1/4"
PROPOSED
CABANA FFL
260'-6"
TENNIS CABANA
CEILING
269'-0"
8'-6"
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] 0' 4' 8' 16'
# DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:53 PM
MAIN HOUSE
AND TENNIS
CABANA
EXTERIOR
ELEVATIONS
A3.01 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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"
MAIN HOUSE SOUTH - WEST PART ELEVATION 1
1/8" = 1'-0"
MAIN HOUSE NORTH - WEST PART ELEVATION 2
1/8" = 1'-0"
MAIN HOUSE NORTH - EAST PART ELEVATION 3
1/8" = 1'-0"
MAIN HOUSE WEST PART ELEVATION 4
KEYPLAN FOR ELEVATION
1/8" = 1'-0"
PROPOSED TENNIS CABANA EAST ELEVATION 5
1/8" = 1'-0"
PROPOSED TENNIS CABANA NORTH ELEVATION 6
1/8" = 1'-0"
PROPOSED TENNIS CABANA SOUTH ELEVATION 7
1/8" = 1'-0"
PROPOSED TENNIS CABANA WEST ELEVATION 8
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 onepiece construction with the jamb or joined by rabbet to the jamb. (6709.4)
2. Provide dead bolts with hardened inserts; deadlocking, latch with keyoperated 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 GRID
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
D
SOLID WOODEN DOOR
E
WOODEN DOOR - STORAGE
HEIGHT
WIDTH
F
SINGLE GLASS DOOR WITH
FIXED SITE LITES
6X3 GRID
HEIGHT
WIDTH
FIXED
FIXED FIXED
HEIGHT
WIDTH
G
SINGLE GLASS DOOR WITH
FIXED SITE AND TOP LITES
FIXED
HEIGHT
WIDTH
H
PAIR GLASS DOORS
PAIR GLASS DOORS WITH
FIXED GLASS SIDE LITES
6X3 GRID
I
HEIGHT
WIDTH
FIXED
HEIGHT
WIDTH
GLASS DOOR WITH
FIXED GLASS SIDE LITES
4X3 GRID
J
FIXED FIXED
ROLL UP GARAGE DOOR
K
HEIGHT
WIDTH
ROLL UP GARAGE DOOR
L
WIDTH
HEIGHT
SINGLE FLUSH DOOR
M
FLUSH DOUBLE DOOR
N
HEIGHT
WIDTH WIDTH HEIGHT
SINGLE POCKET DOOR
O
SPLIT PANEL POCKET DOOR
P
HEIGHT
WIDTH
WIDTH
HEIGHT
ETAT S
NSED
LICE
A
OF CALIF IA
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RCHITE
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0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:55 PM
DOOR
SCHEDULE
A6.00 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
PLANNING SUBMISSION
DOOR SCHEDULE
DOOR #
DOOR FRAME
HARDWAREFIRE RATING SHGC U-VALUECOMMENTS
SIZE
WIDTHHEIGHTTYPETHICKNESSMATERIALFINISHMATERIALFINISH
GROUND 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
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 3
SILL HEIGHT HEIGHT
WIDTH
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 GRID
HEIGHTHEIGHT
WIDTH
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
7/11/2025
12:26:55 PM
WINDOW
SCHEDULE
A6.10 1 GEORGEFF RD. ROLLING HILLS, CA 90274 Yang Residence 23-014
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 DETAILCOMMENTS SIZE
WIDTHHEIGHTTYPEGLAZINGMATERIALFINISH
GROUND 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"
CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1 2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
[email protected]
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, FIVEFOOT-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
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 aboveentitled 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
Item: 10.B.
Meeting Date: 8/25/2025
To: City Council
From: Stephanie Grant, Assistant Planner
Thru: Karina Bañales, City Manager
Subject: Zoning Case No. 24-121: Site Plan Review for a Residential Addition with a new attached garage, non-exempt grading, walls to exceed 3 feet maximum height, and other improvements; and Conditional Use Permit for a detached accessory structure greater than 200 square feet and finding the same exempt from the California Environmental Quality Act located at 6 Quail Ridge Road North (Schimmel) (LOT 107- RH)
Background:
On May 20, 2025, the Planning Commission conducted a morning field trip to the subject property, with four commissioners present and one commissioner absent. The project was reviewed during the site visit. Later that evening, the Commission convened a public hearing at City Hall, with four commissioners present and one absent. Staff presented the project, and the applicants’ architectural team attended; no members of the public were present. Following review and discussion, the Commission voted unanimously (4-0) to approve the project and adopted Resolution No. 2025-03 (Attachment 5).
The project was initially scheduled for City Council review on May 26, 2025; however, due to potential design changes, the item was deferred to a later date. The Rolling Hills Community Association (RHCA) Architectural Committee did not approve the original garage addition design, citing concerns with the proposed massing and the direct connection of the garage to the existing residence. The Committee requested that the garage be detached from the main residence. A fully detached structure would have required a Conditional Use Permit and additional Planning Commission review.
In response, the applicants revised the design to separate the garage from the main residence and connect the two structures with a breezeway. This modification was approved by the RHCA on June 17, 2025. Since the garage is now connected by a breezeway, no further Planning Commission review is required. This evening, staff is presenting the project along with the revised plans, which incorporate the new breezeway design and are included as Attachment 6.
Lot and Zoning
The subject property is an irregularly shaped parcel zoned RAS-2 with a net lot area of 197,064 square feet (4.52 acres) and one main building pad. The site is currently developed with a 3,227- square-foot single-family residence, an 877-square-foot attached garage, a 650-square-foot
swimming pool, a 156-square-foot pool equipment area, 258 square feet of attached covered porches, a 96-square-foot shed, and ground-mounted solar panels. The property address was previously 4 Quail Ridge Road North and was changed to 6 Quail Ridge Road North in 2021. The existing topography slopes steeply downward by approximately 210 feet from Quail Ridge Road North to the lowest point at the rear corner of the lot. The property includes a 25-foot roadway easement along Quail Ridge Road North, has a lot depth of approximately 839 feet, and a width of 450 feet. A vicinity map is included in this report as Attachment 3.
Discussion:
On October 24, 2024, applications were duly filed by Shilpa Mehta of Joseph Spierer Architects, on behalf of the property owners Mike and Tara Schimmel, with respect to real property located at 6 Quail Ridge Road North, Rolling Hills (Lot 107-RH). The applicants submitted a Site Plan Review Application, Conditional Use Permit Application, and Architectural Plans (Attachment 6). The applicants requested a Site Plan Review (SPR) for a 1,260 square-foot addition to the existing main residence with a 570-square-foot attached garage, 272 Cubic Yards of Non-Exempt Grading for the expansion of existing driveway for fire truck turnaround, walls to exceed a maximum 3 feet height (not to exceed maximum 5 feet), and other improvements; and Conditional Use Permit (CUP) for a 514 square-foot detached cabana (not to exceed 800 square feet).
The Project also includes a residential interior remodel, outdoor kitchen, service yard, new hardscape, and landscape that is not part of this discretionary approval.
Site Plan Review
The Rolling Hills Municipal Code requires a Site Plan Review for the construction of an addition that increases the size of the residence by more than 999 square feet pursuant to RHMC Section
17.46.020.3(b), requires grading pursuant to RHMC Section 17.46.020.3(A), and walls above three feet shall be subject to site plan review pursuant to RHMC Section 17.16.190(F). The Project proposes a 1,260-square-foot addition to the main residence with a new 570-square-foot attached garage. The existing main residence is 3,227 square feet, and the proposed addition will add 1,260 square feet for a total of 4,487 square feet. The Project included a total of 272 cubic yards of nonexempt grading. An SPR is also requested for a 5-foot-high retaining wall along the driveway.
Conditional Use Permit
RHMC Section 17.16.040(A)(3) requires a Conditional Use Permit for a structure that exceeds 200 square feet. The Applicant is proposing a 514 square-foot cabana.
Grading
The grading for the Project is subject to a Discretionary Review. The total grading for the project is proposed to be 272 cubic yards (CY): 136 CY of cut for a 5,235 square foot area and 136 CY of fill for a 6,530 square foot area, and the grading will be balanced on site. The south portion of the driveway is where the additional 600 square feet of disturbance and 124 cubic yards of grading have been added for the driveway expansion, which includes 104 CY of cut and 52 CY of fill for the driveway; the depth of the cut and fill will be 1.5 feet. The project includes 32 CY of over-excavation and 64 CY of re-compaction.
The applicant is proposing to use the dirt from the cut to level out the existing fire turnaround and neck of the driveway that connects to the motor court areas. No dirt will be exported. The main fill will be used to extend the west portion of the motor court, and a little bit will be used to fill the neck of the driveway. Maximizing the amount of fill on the subject property complies with the goals of the General Plan to balance grading on the site.
MUNICIPAL CODE COMPLIANCE
Setbacks
The project complies with all of the required setbacks in the RAS-2 Zone. There is one planter wall that encroaches into the side setback.
Lot Coverage
The Project complies with the Development Standards in the Rolling Hills Municipal Zoning Code, and all of the data is included in the Development Table (Attachment 2). The existing structural coverage is 5,168 square feet or 2.62%, and the project proposes a net of 1,604 square feet or
0.81%, for a total of 6,772 square feet or 3.44%. This is still under the maximum allowed 20% structural coverage.
The existing flatwork coverage is 11,647 square feet or 5.91%, and the project proposes 908 square feet or 0.46%, for a total of 12,555 square feet or 6.37%. This is still under the maximum allowable 15% structural coverage.
The existing structural and flatwork coverage is 16,815 square feet or 8.53%, and the project increases that by 2,512 square feet or 1.27%. The total overall structural and flatwork coverage will result in 19,327 square feet or 9.81%, which is still well under the maximum allowed 35% structural and flatwork coverage.
Building Pad Coverage
There is one main building pad with a total of 22,983 square feet. The existing Building Pad Coverage with deductions is 4,910 square feet or 21.36%, and with an increase of 1,499 square feet or 6.47%, the total proposed Building Pad Coverage with deductions is 6,409 square feet or 27.66%, which is below the maximum 30% guideline.
Disturbance
The existing disturbed area is 38,630 square feet or 19.60%, with a proposed increase of 600 square feet or 0.30%, for a total of 39,230 square feet or 19.91%. The disturbance is still below the maximum 40%. The increased disturbance is for the driveway expansion.
Neighbor Concerns
No public comments have been received on the date of publication of this Agenda item.
Public Noticing
Notification of the Development and Planning Commission meeting was published in the Daily Breeze on April 5, 2025, and public notices were mailed to residents within a 1,000-foot radius of the development on April 5, 2025 (Attachment 1). The Proof of Service of publication in the Daily Breeze has also been included in this report (Attachment 5).
Review by RHCA
The Rolling Hills Community Association Architectural Committee conducted a preliminary review of the project on June 17, 2025. The Committee granted preliminary approval for the project at 6 Quail Ridge Road North, although final details have not yet been approved.
Height
The maximum height of the new attached garage is 10.5 feet in height, and the new entryway is 10 feet high and 6 3/4 inches. Both will match the existing architecture of the main residence. The maximum height of the cabana is 10 feet and 6 3/4 inches in height.
Site Access
The site is easily accessible at the end of Quail Ridge Road North from a 15.1-foot-wide, 246-footlong driveway that slopes and extends down to the existing motor court.
Driveway and Motor Court
There are no changes to the existing driveway apron. Since the new garage impedes on the existing fire truck turnaround, the existing driveway and motor court have been expanded by 12 feet at the widest point to accommodate a new fire truck turnaround. The southeast portion of the driveway and motor court is where the additional 600 square feet of disturbance and 124 cubic yards of grading have been added for the driveway expansion.
Stable/Corral
A future stable and corral will be located in the northern portion of the site. There is a six-foot-wide stable access road accessible from the motor court. The pathway starts behind the new garage and extends around the service yard, shed, and main building pad.
Utility Lines / Septic Tank
All utility lines for the development will be required to be placed underground. The Los Angeles County Public Health Department will review the septic system (location TBD).
Walls
RHMC Section 17.16.190(F) requires a Site Plan Review for any walls that exceed the maximum height of 3 feet. The proposed wall that extends along the driveway expansion (southeast section) has an average height of 2.5 feet and a maximum height of 3.4 feet (it exceeds the maximum height by 4 inches). All the other proposed walls and 3 planter sections will not exceed the 3-foot maximum height.
There is a proposed 1.8-foot-high planter located to the north at the end of flatworm; the corner of the planter encroaches 10.8 feet into the north 35-foot side setback. RHMC Section 17.16.150(F) allows structures permitted in setback "walls, retaining or otherwise, which do not exceed three feet in height and construction of which does not require grading may be permitted along a driveway, stairway, or walkway." The planter is located around the walkway and does not require any grading.
Environmental Review
The Project has been determined 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.
CRITERIA FOR SITE PLAN REVIEW
Required Site Plan Review findings
The Commission shall be required to make findings in acting to approve, conditionally approve, or deny a Site Plan Review application. 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:
• The project complies with and is consistent with the goals and policies of the general plan and all requirements of the zoning ordinance;
• 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 project is harmonious in scale and mass with the site, the natural terrain and surrounding residences;
• 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); • Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area;
• Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course;
• 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;
• The project is sensitive and not detrimental to the convenient and safe movement of pedestrians and vehicles; and
• 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 APPROVAL OF CONDITIONAL USE PERMIT
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:
• That the proposed conditional use is consistent with the General Plan; • 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;
• That the site for the proposed conditional use is of adequate size and shape to accommodate the use and buildings proposed;
• That the proposed conditional use complies with all applicable development standards of the zone district;
• 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; • That the proposed conditional use observes the spirit and intent of this title.
CONCLUSION
This evening, staff recommends that the City Council receive and file Zoning Case No. 24-121: Site Plan Review for a Residential Addition with a new attached garage, non-exempt grading, walls to exceed 3 feet maximum height, and other improvements; and Conditional Use Permit for a detached accessory structure greater than 200 square feet and finding the same exempt from the California Environmental Quality Act located at 6 Quail Ridge Road North (Schimmel) (LOT 107-RH).
Fiscal Impact:
None.
Recommendation:
Receive and file.
Attachments:
1. Attachment 1: PL_ADR_250818_6QuailRidgeRoadN_ZC24-121_RadiusMap
2. Attachment 2: 250818_6QuailRidgeRdN_Development Table
3. Attachment 3: PL_ADR_250818_6QRRN_ZC24-121_VicinityMap_Google
4. Attachment 4: 2025-03_PC_Resolution_6QuailRidgeRoadN_ZC24-121_Schimmel_F_E
5. Attachment 5: CL_PBN_250415_PH_PC_6QuailRidgeRdN_Affidavit
6. Attachment : PL_ADR_250821_6QuailRidgeRdN_ZC24-
121_Plans_5thSubmittal_RevisedBreezeway
City of Rolling Hills ROLLING HILLS, CA 90274
TITLE VICINITY MAP CASE NO. Zoning Case No. 24-121
Conditional Use Permit & Site Plan Review
OWNER Schimmel
ADDRESS 6 Quail Ridge Road North, Rolling Hills 90274 SITE
Development Table
Zoning Case No. 24-121
6 Quail Ridge Road North
Site Plan Review &
Conditional Use Permit EXISTING PROPOSED TOTAL
RA-S- 2 Zone SINGLE FAMILY
RESIDENCE,
ATTACHED GARAGE,
POOL
1,260 SF RESIDENTIAL
ADDITION TO MAIN HOUSE
WITH 570 SF ATTACHED
GARAGE, GRADING, AND
514 SF CABANA
Net Lot Area 197,064 SF 197,064 SF
Residence 3,227 SF 1,260 SF 4,487 SF
Garage 877 SF -307 SF 570 SF
Swimming Pools/Spa 650 SF 0 SF 650 SF
Pool Equipment 156 SF 0 SF 156 SF
Pool House
ADU
Future Stable minimum: 450 SF
Future Corral minimum: 550 SF
450 SF
550 SF
450 SF
550 SF
New Planter Box 0 SF 763 SF 763 SF
Recreation Court
Attached Covered Porches 258 SF -258 SF 0
Detached Sheds 96 SF 0SF 96 SF
Attached Trellis
BBQ/Outdoor Kitchen 0 SF 55 SF 55 SF
Service Yard 96 SF 96 SF
Primary Driveway 7,910 SF -160 SF 7,750 SF
Paved walkways/Patio Areas/Courtyards 527 SF -136 SF 391 SF Pool Deck 3,210 SF 1,204 SF 4,414 SF
Grading (balanced onsite) 0 CY 272 CY 272 CY
Structural Lot Coverage
(20% maximum & with deductions)
5,168 SF (2.62%) 1,604 SF (0.81%) 6,772 SF (3.44%)
Flatwork Lot Coverage
(15% maximums & with deductions)
11,647 SF (5.91%) 908 SF (0.46%) 12,555 SF (6.37%)
Total Lot Coverage (Structures and
Flatwork) (35% maximum & with
deductions)
16,815 SF (8.53%) 2,512 SF (1.27%) 19,327 SF (9.81%)
22,983 SF Building Pad Coverage 4,910 SF (21.36 %) 1,499 SF (6.47%) 6,409 SF (27.66%) Total Disturbed Area
(40% maximum)
36,630 SF (19.60%) 600 SF (0.30%) 39,230 SF (19.91%)
Vicinity Map: 6 Quail Ridge Road N.
CL_PBN_250415_PH_PC_6QuailRidgeRdN_6Chuckwago - Page 1 of 1 2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
[email protected]
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274
Account Number: 5007827
Ad Order Number: 0011728359
Customer's Reference/PO Number:
Publication: Daily Breeze
Publication Dates: 04/05/2025
Total Amount: $677.67
Payment Amount: $0.00
Amount Due: $677.67
Notice ID: rKlAaOMdWgQwYsUkMttq
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 Tuesday, April 15, 2025 , at the following properties for the purpose of receiving public input on the projects described below: 1 st field trip 7:30 AM 6 QUAIL RIDGE ROAD NORTH, ROLLING HILLS, CA 90274 (LOT 107-RH) ZONING CASE NO. 24-121: SITE PLAN REVIEWS FOR A RESIDENTIAL
ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET MAXIMUM HEIGHT, AND OTHER IMPROVEMENTS; AND
CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) 2 nd FIELD TRIP AT 7:50 AM 6 CHUCKWAGON ROAD, ROLLING HILLS, CA 90274 (LOT 29-AEF) 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 FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LEE) The purpose of these field trips is to hold a
CL_PBN_250415_PH_PC_6QuailRidgeRdN_6Chuckwago - Page 1 of 1 Daily Breeze
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
0011728359
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 aboveentitled 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:
04/05/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.
Dated at Hermosa Beach, California
On this 5th day of April, 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
AREA BREAKDOWN
Net Lot Size 197,064 SF
Residential Floor Area Calculations:
Existing Conditions
First Floor 3,227 SF
Sub Total: 3,227 SF
Garage 877 SF
Grand Total: 4,104 SF
Proposed Addition
First Floor 383 SF
Sub Total: 383 SF
First Floor (Converted Garage) 877 SF
Sub Total (Including Converted Garage): 1,260 SF
New Garage 570 SF
Total Proposed Square Footage
Total First Floor (including Converted Garage) 4,487 SF Sub Total: 4,487 SF
New Garage 570 SF
Grand Total: 5,057 SF
SITE AREA CALCULATION
STRUCTURAL CALCULATIONS
FLATWORK CALCULATIONS
PROJECT INFORMATION
Project Info - Topic INFORMATION
STREET ADDRESS: 6 Quail Ridge Rd. N Rolling Hills, CA 90274 NUMBER OF STORIES: 1
APN: 7569-010-006
LEGAL DESCRIPTION: ROLL1NG H1LLS LOT 107
OCCUPANCY: R-3/U
CONSTRUCTION TYPE: V-B
ZONING: RA-S-2
MAX. ALLOWABLE HEIGHT: 1-STORY
LOT AREA: 193,640 SF
FIRE ZONE: VHFSZ
PROJECT DESCRIPTION: 383 SF ADDITION TO AN EXISTING HOME. CONVERTING AN EXISTING ATTACHED 877 SF GARAGE INTO LIVEABLE AREA. ADDING A NEW ATTACHED 570 SF GARAGE. NEW DETACHED CABANA OF 514 SF. NEW DOORS AND WINDOWS WILL
BE PROPOSED WITH A FEW EXISTING OPENINGS TO BE REPLACED LIKE FOR LIKE. THE NEW GARAGE WILL IMPEDE ON THE EXISTING FIRE TRUCK TURNAROUND. THE EXISTING DRIVEWAY PAD WILL BE EXPANDED TO FIT A NEW FIRETRUCK TURNAROUND.
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
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
8/19/2025
2:22:49 PM
COVER
SHEET
A0.00 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE 21-018
SITE PLAN REVIEW SET
6 Quail Ridge Road N. Rolling Hills, CA 90274
SCHIMMEL RESIDENCE
CLIENT
NAME:MIKE AND TARA SCHIMMEL
CONTACT: MIKE SCHIMMEL
ADDRESS: 6 QUAIL RIDGE RD N. ROLLING HILLS,
CA 90274
PHONE: (310) 600-5107
EMAIL: [email protected]
ARCHITECT
NAME: JOSEPH SPIERER ARCHITECTS, INC.
CONTACT: JOE SPIERER
ADDRESS: 707 TORRANCE BLVD. SUITE 100
REDONDO BEACH, CA 90277
PHONE: (310) 876-8761
EMAIL: [email protected]
WEBSITE: WWW.CALARCHITECT.COM
CIVIL
NAME: BOLTON ENGINEERING CORP
CONTACT: DAN BOLTON
ADDRESS: 25834 NARBONNE AVE #210 LOMITA CA
90717
Lomita CA 90717
PHONE: 310-325-5580
EMAIL: [email protected]
WEBSITE: https://boltonengineering.com/
VICINITY MAP DEFERRED SUBMITTALS BY OTHERS
GENERAL ARCHITECTURAL
A0.00 COVER SHEET
A0.10 ABBREV., SYMBOLS, LEGENDS
A0.11 GENERAL NOTES
A0.12 GENERAL NOTES
SURVEY
S0.00 SURVEY AND TOPOGRAPHY
ARCHITECTURAL DEMO
AD1.00 SITE DEMO
AD2.01 OVERALL FIRST FLOOR DEMOLITION PLAN
AD2.02 DEMOLITION PLAN - 1A
AD2.03 DEMOLITION PLAN - 1B
AD2.04 OVERALL DEMOLITION ROOF PLAN
AD2.05 ROOF PLAN DEMOLITION 1A
AD2.06 ROOF PLAN DEMOLITION 1B
AD3.00 DEMO ELEVATION
ARCHITECTURAL
A1.00 SITE PLAN
A1.03 PROXIMITY MAP
A1.04 EXISTING SITE PHOTOS
A1.05 EXISTING SITE PHOTOS
A2.00 OVERALL PROPOSED FIRST FLOOR PLAN
A2.01 PROPOSED FIRST FLOOR PLAN 1A
A2.02 PROPOSED FIRST FLOOR PLAN 1B
A2.03 PROPOSED FIRST FLOOR PLAN-CABANA
A2.04 ROOF PLAN
A2.05 PROPOSED ROOF PLAN 1A
A2.06 PROPOSED ROOF PLAN 1B
A2.07 PROPOSED ROOF PLAN- CABANA
A3.00 EXTERIOR ELEVATION
A3.02 DETACHED CABANA ELEVATIONS
A6.00 DOOR SCHEDULE
A6.01 DOOR DETAILS
A6.02 DOOR DETAILS
A6.10 WINDOW SCHEDULE
A6.11 WINDOW DETAILS
CIVIL
C0.0 GENERAL NOTES
C0.1 TOPOGRAPHIC SURVEY
C1.0 OVERALL SITE PLAN
LANDSCAPE
L1 CONCEPTUAL LANDSCAPE REHABILITATION PLAN
1. SPRINKLERS STRUCTURAL
NAME:
CONTACT:
ADDRESS:
PHONE:
EMAIL:
WEBSITE:
SURVEYOR
NAME: DENN ENGINEERS
CONTACT: MARK CONRAD
ADDRESS: 3914 DEL AMO BOULEVARD STE 921,
TORRANCE, CA 90503
PHONE: (310) 542-9433
EMAIL: [email protected]
WEBSITE: https://www.denn.com/
GEOTECH
NAME: HAMILTON AND ASSOCIATES
CONTACT: DAVID T. HAMILTON
ADDRESS: 1641 BORDER AVENUE, TORRANCE CA
90501
PHONE: 310.618.2190
EMAIL:
WEBSITE: https://www.hamilton-associates.net/
TITLE 24
NAME:
CONTACT:
ADDRESS:
PHONE:
EMAIL:
WEBSITE:
PROJECT SITE
ZONING CASE NO. 24-121
4 3
2 2 Planning 03/13/25
3 Planning 04/02/25
4 Planning 04/09/25
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
FBW
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
2 REVISION NUMBER
CLOUD - AREA OF REVISION
HEIGHT / ELEVATION SYMBOL 9'-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
ABBREVIATIONS
ETAT S NSE
D
LICE
A
OF
CALIF
IA NRO
RCHITE
JOSEPH R.
CT
0 N. ER
3 31
72 No.C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
8/19/2025
2:24:02 PM
ABBREV.,
SYMBOLS,
LEGENDS
A0.10 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE 21-018
SITE PLAN REVIEW SET
GENERAL ARCHITECTURAL NOTES
APPLICABLE CODES
Work that is not in compliance with the applicable codes and inspections shall be corrected at general contractor's own expense and at no expense to the owner. Contract work shall compy with the following codes:
• 2022 California Building Code
• 2022 California Residential Code (where applicable)
• 2022 California Electrcial Code
• 2022 California Mechanical Code
• 2022 California Plumbing Code
• 2022 California Energy Code
• 2022 California Fire Code
• 2022 California Green Building Standards Code
GENERAL REQUIREMENTS
The general contractor shall provide and install all material required to complete the construction of the project in accordance with the terms and conditions of the owner / contractor agreements and in conformance with the governing codes and ordinances having jurisdiction over the project. The Contractor shall coordinate the work of the various trades as required.
GENERAL NOTES
1. Report discrepancies in drawings or specifications to the architect for clarifications and adjustments before commencing work. Any deviations or changes in these drawings without written acceptance shall absolve the owner and architect of all responsibility of said deviation and change.
2. Consultant work that is not a part of these contract documents has not been coordinated by the architect. Contractor shall notify the architect of any discrepancies that prevent execution of the work covered by these documents.
3. For work installed in conflict with the construction documents, the contractor shall be responsible for corrections of work at his own expense.
4. All construction shown as 'existing' has been redrawn from documents prepared by others.
For additional information regarding the base building construction refer to the appropriate plans and specifications. Any discrepancies between these documents and those for the base building must be brought to the attention of the architect for resolution.
5. All interior wall and ceiling finishes shall comply with chapter 8 of the 2016 California building code.
6. Electrical, telephone and communications outlets and/or furniture partition connections shall be provided as indicated on the plans
7. The proposed sewer lateral line location to be field verified. If survey video footage documentation is required at the connection of the proposed sewer lateral line is required per public works and shall be coordinated as req'd.
8. Where contractor furnished, contractor installed (C.F.C.I.), the contractor shall supply and install, including provide & install rough plumbing and the final hook-up, all new fixtures and appliances. Architect to approve aesthetic effect where minimum additional partition thickness for furring and plumbing walls is required to support fixture.
9. The contractor shall check and verify size and location of duct openings and plumbing runs with mechanical contractor before framing wall and ceiling. Duct openings in fire rated walls shall have approved fire dampers. Seal between duct and wall / ceiling penetrations.
10. The contractor shall coordinate with the architect, the location of access panels for mechanical duct work, plumbing, and electrical work as required by code. The contractor shall provide and install access panels according to plans, or shall be required to obtain architect's approval prior to installation. Access panels shall be finished to match adjacent surfaces (U.O.N.) and shall meet all security, sound, and fire rating requirements per the adjacent wall / ceiling construction.
11. The contractor shall provide and install all necessary blocking, stiffeners, bracing, framing, hangers, or other support for all fixtures, equipment, cabinetry, furnishing and other items requiring the same.
12. Building shall not be occupied during work where:
A. The building strength is substantially weakened during any work; B. Required exits are not available or are obstructed;
C. Required fire safety devices such as standpipes and alarm systems are not operational.
13. Contractor to provide temporary site toilets in sufficient numbers to service all workers and staff onsite.
14. Conduit from roof to electric service panel will be installed to accommodate future solar installation.
15. The general contractor shall provide mechanical and electrical layouts and cut sheets for materials that impact finish design appearance, for architect's review.
16. Contractor shall inspect subfloor to ensure it is level and free of dips, dimples and joints that would show through on finish installation. The general contractor shall notify owner if there are problems prior to commencement of new construction.
17. All grades and drainage to be field verified.
18. Coordinate partition framing with required structural, mechanical, plumbing, and electrical equipement or work.
EXISTING WORK
19. The contractor shall verify existing conditions and dimensions at the project site prior to bid submittal and start of construction. Contractor shall notify the architect of any discrepancies that prevent execution of the work covered by these documents.
20. 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.
21. Protect existing plants to remain. Avoid unnecessary root disturbance, compaction of soils within drip line, or limb breakage. Do not store material or dispose of any material other than clean water within drip line. Provide adequate irrigation during construction. Replace any tree or shrub damaged during construction with plants of equal size and value at no additional cost to the client.
22. 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.
23. 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.
24. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans. 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.
LANDSCAPE
25. Existing walls and surfaces to remain, if damaged, shall be repaired and refinished to match adjacent quality level and type.
26. Finished grade (fg) is defined as soil level prior to mulch application. finish grade at planting areas shall be set so that top of mulch is flush with adjacent paving unless otherwise noted.
27. Landscape grading shall not exceed a 2:1 slope, see civil
28. In all areas where asphalt or concrete paving is to be removed and replaced with new planting, remove all existing aggregate base, gravel, etc. Leave only native soil or existing clean fill.
29. Any irrigation system installed shall utilize low water-use fixtures such as drip and microspray.
SOUND
30. Sound rated walls shall acoustically seal walls top and bottom and at any other wall penetrations for pipes, ducts, etc.
31. Sound rated ceilings shall cover back concealed or recessed fixtures with a sound attenuation blanket.
FIRE
32. All insulation shall be noncombustible.
33. Fire resistant construction requirements for occupancy separation and openings in fire separation partitions shall conform with the applicable codes.
34. Fire-resistance rated Class A roof covering assemblies. All roof covering systems shall be a fire-resistance rated Class A roof assembly as defined in [BC 1505]. Roof covering systems for this project shall be tested and listed assemblies in compliance with ASTM E 108 or UL 790.
35. Provide 5/8" type 'X' gypsum board at all fire-rated partitions.
36. Contractor will provide certification that roofing materials meet Class A fire retardant requirements.
CONSTRUCTION DOCUMENT NOTES
1. Dimensions indicated on plans for horizontal control are accurate if measured on a level line not parallel with ground slope.
2. 5/8" type 'X' gypsum board partitions denoted by 'X' on wall type tags.
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 to the center of studs in partition walls U.N.O.
5. Height dimensions are measured from the top of the slab, unless noted "A.F.F." (above finish floor) to the top plate heights. Dimensions are not adjustable without review of the architect.
6. All grades refer to finish paving grades unless otherwise noted.
7. If, in the contractor's opinion, any work shown on drawings or called for in specifications represents conditions preventing execution of a high caliber of workmanship, then such conditions shall be referred to architect for clarification. Failure to notify Architect of such conditions and proceeding with work shall be cause for rejection of work and must be reworked or reinstalled in an acceptable manner at no extra cost to Owner. Should conflict occur between drawings and specifications, it shall be assumed that the Contractor estimated the more expensive way, unless contractor, shall be paid for by the contractor responsible for the work in progress or the negligence.
MATERIALS AND FINISHES
On continuous wall surfaces, where construction involves more than one material, finish, or material thickness, align face of finish U.N.O. Installation shall be completed by an installer licensed and skilled in their trade.
1. The general contractor shall provide and install materials as required for 'fire protection' compliance.
2. Material and equipment shall be new and of a type intended for usage indicated. Like components shall be by one manufacturer and component parts shall be interchangeable.
3. Contractor shall comply with industry standards for workmanship except when more stringent tolerances are required.
4. Contractor shall assure that all work is performed by persons qualified to produce workmanship of the specified materials and scope of work.
5. Contractor shall secure all products in place with positive anchorage devices designed and sized to withstand stress, vibration, and racking.
6. Contractor shall transport, handle, store, protect and install manufactured items in strict accordance with manufacturers' recommendations. Should conflict exist between construction documents and manufacturers' instructions, contractor shall consult with Architect.
7. Contractor shall protect products and finishes from damage during construction operations.
STORAGE AND PROTECTION
8. The general contractor shall provide protection during construction in accordance with the applicable Code by means including, but not limited too, those described in this section.
9. Determine and comply with manufacturer's recommendation on product handling storage and protection, except as otherwise approved by architect
1. Deliver products to job site in their manufacturer's original container, with labels intact and legible.
2. Identification of the material / equipement shall be legible on or readable through the front cover.
3. Promptly remove damaged material and unsuitable items from job site and replace material to meet specified requirements at no additional cost to Owner.
4. Architect may reject all materials and products that do not bear identification satisfactory to architect for manufacturer, grade, quality, and other pertinent information.
5. Material and products damaged or stolen while in the possession of Contractor or Sub- Contractors shall be promptly replaced or repaired to the satisfaction of the Architect at no additional cost to the Owner.
6. When material is stored at the job site, position allowing easy access for proper inspection and identification of each shipment.
7. Storage location shall not interfere with ongoing deliveries and construction progress.
8. Contractor to reposition stored materials / equipement at no additional expense to Owner.
9. Take measures to prevent theft of materials.
WOOD & PLASTICS
10. All work shall be manufactured and installed in accordance with the standard established in the latest edition of the Manual for Millwork (including any amendments) as adopted by the Woodwork Institute of California in the WIC grades hereinafter specified or shown on the drawings.All work shall be manufactured and installed in accordance with the standard established in the latest edition of the Manual for Millwork (including any amendments) as adopted by the Woodwork Institute of California in the WIC grades hereinafter specified or shown on the drawings.
11. All cabinetry to be constructed, finished and installed in accordance with the standards of the woodworking institute of California. The general contractor shall submit shop drawings and samples for review, and shall be approved in writing before commencement of related work.
THERMAL & MOISTURE PROTECTION
12. All waterproofing membranes shall be applied in accordance with manufacturer's written instructions.
13. All fixed windows shall be sealed to limit air infiltration.
14. All exterior joints around window and door frames,between walls and foundations, between walls and roof, between wall panels, at penetration of utilities through the envelope, shall be sealed caulked, or weatherstripped to limit air leakage.
15. Substrates must be smooth, clean, dry and free of voids, spalled areas, loose substrate, loose nails or any sharp protrusions that may compromise the application of the membrane.
16. Remove dirt, debris, oil, grease, cement laitance, or other foreign matter which will impair or negatively affect the performance of the waterproofing system.
17. Mechanically fasten the waterproofing membrane at all vertical terminations. Use only smooth shank fasteners, or terminate as indicated by manufacturer.
18. Protect adjoining surfaces, which are not to be waterproofed, from damage while performing work.
17. All areas to receive waterproofing membrane shall be protected from damage during application until finished work is approved or accepted.
18. Flashing, where req'd, shall be of high quality and low corrosive metal material.
19. All roof felt shall be 30# minimum. Flat roofs shall have (2) layers of felt underlayment.
20. Specified roof covering assemblies shall comply with all requirements of [BC 704A]; weather protection requirements of [BC 1503]; performance requirements of [BC 1504]; fire classification requirements of [BC 1505]; material requirements of [BC 1506]; and construction requirements of [BC 1507]; and storm water drainage requirements of [PC Ch. 11].
21. All exterior walls shall be wrapped with (2) layers of Dupont TYVEK HOMEWRAP (or approved equal) over plywood sheathing.
BATT INSULATION
22. All batt insulation shall be sound attenuation batt insulation as noted on the drawings and as manufactured by Owens-Corning, John Mansville, or equal.
23. Install insulation in conformance with manufacturers instructions for acoustical application: fit tightly around junction boxes, pipes, irregularities, etc…
24. See Title 24 for additional project specific requirements.
SEALANTS
25. Apply sealant compound to a clean, dry surface free from grease, oil dirt and other matter tending to impair adhesion.
26. Clean and prime in accordance with manufacturers instructions.
27. Protect adjacent surfaces from staining.
28. General building application: DAP "230" sealant, latex sealing compound conforming to federal specification TT-S-00230C.
29. Provide acoustical sealant to the top and bottom plate of all new partitions.
METALS
30. Furnish materials and perform labor required to execute the work as indicated on the structural drawings.
31. Welding to be done by welders certified by the building department conforming to the methods described in the latest edition of the AWS standards.
32. If structural steel is utilized, the fabricator shall provide shop drawings for the Structural Engineer and Architect's review before fabrication.
33. Installation shall be completed by an installer licensed and skilled in their trade.
34. Except as otherwise shown on drawings or approved shop drawings, use materials of size, thickness, and type required to produce reasonable strength and durability of work in this section.
35. Fabricate with accurate angles and surfaces true to required lines and level grinding exposed connections with hairline joints, and using concealed fasteners wherever possible.
36. Form metal accurately to dimensions and shapes required, finishing molded and broken surfaces with true, sharp, straight lines and angles and, where intercepting other members, coping to an accurate fit. All exposed joints to be heliarc welded and ground smooth to final finish of metal.
37. Form, fabricate and install metal so as to accurately provide for expansion and contraction in the finished work.
38. Set work accurately into position; plumb, level, and true.
39. Metal specifications shall be coordinated with adjacent materials to limit galvanic action and corrosion.
GLASS
40. Hazardous safety glazing areas requiring tempered glass for impact are:
A. Glass in any door
B. Glass in any kind of shower, bathtub area, hot tub, steam room, sauna or whirlpool area where the bottom edge of the glass is less than 60 inches above a standing surface and drain outlet
C. Glass in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24” arc of either vertical edge of the door in a closed position and where the bottom edge of the glazing is less than 60” above a walking surface D. Glass in fixed or operable panels that meets all of the following conditions:
a. Bottom edge is less than 18” above floor
b. Top edge is greater than 36” above floor
c. Total area of glass is greater than 9 sq. ft. (1296 sq.in.) d. One or more walking surfaces within 36” horizontally of the glazing E. Glass in walls used as a barrier for indoor or outdoor swimming pools or spas when both of the following exist:
a. The bottom edge of the glazing is less than 60” above a pool side of the glazing b. The glazing is within 5 feet of a swimming pool or spa deck area Glass in walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60” above a walking surface
ETAT S NSE
D
LICE
A
OF
CALIF
IA NRO
RCHITE
JOSEPH R.
CT
0 N. ER
3 31
72 No.C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
8/19/2025
2:25:04 PM
GENERAL
NOTES
A0.11 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE 21-018
SITE PLAN REVIEW SET
GENERAL 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.
ETAT S NSE
D
LICE
A
OF
CALIF
IA NRO
RCHITE
JOSEPH R.
CT
0 N. ER
3 31
72 No.C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
8/19/2025
2:25:42 PM
GENERAL
NOTES
A0.12 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE 21-018
SITE PLAN REVIEW SET
N 18°51'45"E
100.00'
N 19°27'00"W 191.29'
N 11°57'50"W 248.60'
N 16°26'59"W 217.91'
N 86°00'00"E 325.09'
L=242. 43' R=200. 00' N 24°33'00"W 25.00'
N 49°47'50"W 752.76'
QUAIL RIDGE ROAD NORTH
50'
25'
25'
1074.93
1074.76 1130.72
1130.48
1130.01
1128.63
1127.89
1128.92
1128.94
1127.14 INLET
1127.09 INLET
1127.57
1127.60
1127.28
1126.73
1122.86
1128.18
1127.64
1128.81 TC
1127.88 TC
1128.52
1130.27
1119.18 FL 1119.31 FL
1109.63 FL
1109.73 FL 1104.65
1100.51
1105.18
1093.74 18"PEPPER 20"TREE
1101.8620"TREE
1101.78 20"TREE
1105.4720"TREE
1109.26 20"TREE
1112.51
1110.1120"TREE
1116.51 20"TREE
1119.16 20"TREE
1123.28
1116.09
1113.73
1121.13 24"TREE 24"TREE 36"TREE PPGW GW 18"TREE
1130.29
1134.51
1135.17
1143.85
15"TREE 1148.50
24"TREE 1152.96
1153.06
1159.93
1162.85
1165.08
1162.85 PP 24"PINE 1150.54 GW
1090.56 RIDGE
1075.63 1075.67
1075.54
1075.53
1075.63
1075.56
1075.62
1075.57
1075.67
1075.73 1075.58
1075.73 1075.73
1076.32 TC
1075.89 FL
1075.78
1075.67
GM
1075.41
1077.06
1077.22
1075.45 1076.65
1075.64 GFF
1075.55
1075.47
1075.43
1074.87
1074.90
1074.83
1074.71
1074.44
1074.62
1075.17 1075.46 FL 1076.06 FL1076.66 TC
1075.38
1078.97 FL 1080.02 TW
1078.30 TC
1077.86 FL 1085.27 TC
1084.83 FL
1084.44 FL 1086.32 TW
1095.19 TW
1093.45 FL
1093.30 FL
1102.80 FL
1102.52 FL 1104.19 TW
1106.61 12"TREE
1108.28
1103.52
1091.19
1085.16
1080.03
1100.35
1120.88 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 10"PINE 36"PINE 24"PINE 1122.50
1073.19
1048.69
1074.01
1074.92
1075.16
1075.40
1075.28
1091.37 RIDGE
1090.62 RIDGE
1075.32
1075.16
1075.47
1075.41
1075.40
1075.54
1075.57
1075.55 1075.77 1075.63
1075.83
1075.85
1075.77
1076.15 FF
1075.93
1075.82
1075.82
1075.69
1075.59
1075.54
1075.46
1075.32
1075.38
1075.56
1075.77 1075.73
1075.36
1075.33
1076.05
1079.19 TW 1078.42
1081.71 15"TREE
1080.13 8"TREE
1074.76
1076.51
1073.98
1071.74
1071.93 6"TREE 1074.81
1075.13
1074.48
1074.75
1073.97
1073.22
1074.18
1074.94 TP NAIL
1075.60
1075.61
1075.70
1076.23 FF 1075.641075.65
1075.65 1075.52 1075.51
1076.96
1075.64
1075.79
1075.71 MH
1075.63 10"TREE
1076.05
1078.32
1079.15
1075.76
1079.23 TW
1075.41
1084.95
1093.65
1130.00
1159.79
1162.32
1067.86
1067.48
1078.83PP
1074.52
1074.48
1073.71
1073.16
1072.37
1071.65
1071.20
1070.66
1069.76
1073.20
1073.44
1073.65
1073.78
1074.11
1074.40
1074.78
1072.95 STUMP
1072.87
1072.96
1071.26
1071.59
1072.89
1073.30
1072.64
1072.08
1073.21
1071.90
1068.86
1063.13
1063.51
1112.06
1092.71
1080.69
1049.25
1077.00
1049.95
1047.26
1044.61
1043.04
1041.16
1037.09
1028.31
1032.45
1033.08
1032.25
1031.78
1032.17
1034.48
1036.21
1033.98
1035.67
1034.18
1045.01
1043.11
1034.02
1034.47
1034.04
1037.63
1046.39
1046.27
1051.97
1053.30
1051.77
1050.54
1051.19
1058.35
1058.06
1060.14
1069.47
1130.19
X X X
X X
X X
X X
X
1099.66
X X
X X X
SOLAR PANEL NOTE: A TITLE POLICY WAS NOT PROVIDED TO DENN ENGINEERS AT THE TIME OF THIS SURVEY. THEREFORE, DENN ENGINEERS DOES NOT GUARANTEE THE LEGAL DESCRIPTION OF THIS PROPERTY SURVEYED NOR DOES IT REFLECT OR DELINEATE ANY EASEMENTS THAT MAY BE ON SAID PROPERTY. ANY CHANGES OR MODIFICATIONS MADE TO THIS PLAN WITHOUT WRITTEN CONSENT OF DENN ENGINEERS SHALL RELIEVE DENN ENGINEERS FROM ANY LIABILITY OR DAMAGE RESULTING FROM SUCH CHANGES OR MODIFICATIONS, INCLUDING ANY ATTORNEYS FEES OR COSTS INCURRED IN ANY PROCEEDING THAT DENN ENGINEERS MAY BE JOINED. THE NOTATION ON THE PLANS FOR OFFSET DISTANCES. IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE TO CONTACT DENN ENGINEERS FOR CLARIFICATION AT : (310) 542-9433, M-F 8:00 AM TO 5:00 PM. CONCRETE BRICK 106.76 EXISTING ELEVATION BLOCK WALL LEGEND 100 EXISTING CONTOUR FIRE HYDRANT GARAGE FINISH FLOOR LEAD AND TAG TOP OF CURB FLOW LINE TOP OF WALL / T.O.W. TOP OF DRIVEWAY APRON BEGINNING OF CURB RETURN SPIKE FOUND WESTERLY PROPERTY CORNER / PROP. CORNER FHGFF L&T TCFLTWTXBCR SPK FDW'LY PC X EXISTING FENCE N'LY NORTHERLY S&W SPIKE AND WASHER PP POWER POLE GW GUY WIRE STK STAKE PL, P/L PROPERTY LINE / PROP. LINE E'LY EASTERLY MH MANHOLE S'LY SOUTHERLY WM WATER METER NOTE: ALL SETBACK DIMENSIONS SHOWN ARE MEASURED TO EXTERIOR SURFACE OF BUILDINGS UNLESS OTHERWISE NOTED. BOUNDARY MONUMENTS ARE NOT NECESSARILY SET ON PROPERTY CORNERS. PLEASE REFER TO GM GAS METER SSMH SANITARY SEWER MANHOLE STLT STREET LIGHT C/L CENTERLINE FF FINISH FLOOR EM ELECTRIC METER SSCO SANITARY SEWER CLEAN OUT EXISTING BUILDING WOOD DECK FE FENCE C.L.F. CHAIN-LINK PPT PARAPET THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF PROFESSIONAL LAND SURVEYORS' ACT GARY J. ROEHL R.C.E. 30826 3914 DEL AMO BLVD, SUITE 921 TORRANCE, CA 90503 (310) 542-9433 E N G I N E E R S JOB ADDRESS LEGAL DESCRIPTION FOR DRAWN BY CHECK BY SHEET 1 OF 1 DRAWN ON REVISIONS COPYRIGHT JOB NO. 4 QUAIL RIDGE ROAD NORTH ROLLING HILLS, CA 90274 LOT 107, ROLLING HILLS, M.B. 201-29-35, APN 7569-010-006 TARA & MIKE SCHIMMEL 4 QUAIL RIDGE ROAD NORTH ROLLING HILLS, CA 90274 PHONE 310-600-5107 SURVEY AND TOPOGRAPHY KW TS SCALE 1" = 20' JULY 12, 2021 REVISIONS 21-288 NORTH
N 18°51'45"E 100.00' N 19°27'00"W 191.29'
MATCH LINE (SEE ABOVE)
MATCH LINE (SEE BELOW) EXISTING RESIDENCE SHED POOL CONC. CONC. C.B. A.C. PAVEMENT A.C. PAVEMENT CONC.
X X X X X X X X X X X X X
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
1065
1070
1075
1080
1085
1090
1095
1100
1105
1110
1115
1120
1125
1090
1085
1080
1075
1015
1020
1025
1030
1035
1040
1045
1050
1055
1060
1065
1070
1080
1085
1090
1095
1100
1105
1110
1115
1120
1125
1130
1135
1140
1145
1150
1155
1030
1035
1040
1045
1050
1055
1060
1065
1070
1075
1080
1085
1090
1095 1135
1130
965
970
975
980
985
990
995
1000
1005
1010
1015 SET REBAR W/CAP RCE 30826 ON PROPERTY LINE TAG ELEV.=1101.81' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1110.15' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1074.37' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1057.63' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1042.05' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1031.41' FOUND REBAR/CAP LS 8958 25.00' N'LY OF CORNER ON PROPERTY LINE TAG ELEV.=973.09' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=993.18' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.=1005.97' 1160 FOUND MAG S&W LS 8958 ON PROP. CORNER TAG ELEV.=1128.82' SET MAG S&W RCE 30826 ON PROP. CORNER TAG ELEV.=1162.94' N 13°13'00"W 140.53' TO B.C.
EDGE OF PAVEMENT
X X X X X X X
POOL PUMPS
1020
1025
1030
1035
1040
1045
1050
1055
1060
1065
1070
1075
1080
1085
1090
1095
1100
1105
1110
1115
1120
1125
1075
1020
1025
1030
1035
1040
1045
1050
1055
1060
1 070
1080
1085
1090
1095
1100
1105
1110
1115
1120
1 045
1 050
1 055
1060
1065
1070
1135
1130
EDGE OF PAVEMENT
526
527
528 1110.15
529 1128.82
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
551
552
554
555
556
557
558 1098.43
559
560
561
562
563
564
565
566
567
568
569
570
571 1126.05
572 1124.74
573 1127.05
574 1129.73
575 1128.70
576 1131.43
577 1129.32
578
579
580
595
596 1075.52
597
598 1075.63
599
600 1075.52
601
602 1075.56
603
604 1075.62
605
606 1075.67
607
608 1075.61
609
610 1075.57
611
612 1075.74
613
614
615
616
616817
619
620
621 1075.62
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639 640
641
642
643
648
649
650
654
655
656
657
658
659
660
661
662
663
665 1111.08
666 1109.40
667 1108.66
668 1106.97
669 1109.02
670 1112.85
671 1113.21
672 1117.75
673 1114.72
674 1112.87
675 1110.60
676 1110.98
677
678
680
681
682
688
690
691
692
693
694
695
696
705
706
708
709
712
714
715
716
717
718
719
720
721
722
723
724
725 1074.42
726
727
728
731
732
734
735 1075.61
736
737
738
739 1075.82
1075.93
741 742
743
744
745
746
747
748
749
750
751
752
753 1076.10
754
755
756 757
758
759
760
761
800
807 1074.37
808 1057.63
809 1042.05
816
817
818
819 1082.82
820
821
822
823
824
825
826
827
828
829 830
831
832
833
834
835
836
837
838 1072.76
839 1072.48
840 1071.66
841
842
843
844
845
846
847
848
849
856
857
858
869
870
871
872
873
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
909
1074.93
1074.76
1130.72
1130.48
1130.01
1128.63
1127.89
1128.921128.94
1127.14 INLET
1127.09 INLET
1127.57
1127.60
1127 2. 8
1126.73
1122.86
1128.18
1127.64
1128.52
1130.27
1104.65
1100.51
1105.18
1093.74
18"PEPPER
20"TREE 1101.86
20"TREE 1101.78
20"TREE 1105.47
20"TREE 1109.26
20"TREE
1112.51
1110.11
20"TREE 1116.51
20"TREE 1119.16
20"TREE 1123.28
1116.09
1113.73
1121.13
24"TREE
24"TREE
36"TREE
PP
GW
GW
18"TREE
1130.29
1134.51
1135.17
1075.63
1075.67
1075.54
1075.53
1075.63
1075.56
1075.62
1075.57
1075.67 1075.73
1075.58
1075.73
1075.73
1076 3. 2 TC
1075.89 FL
1075.78
1075.67 GM
1075.41 1077.06
1077.22
1075.45
1076.65
1075.55
1075.47
1075.43
1074.87
1074.90
1074.83
1074.71
1074.44
1074.62
1075.17
1075.46 FL
1076.06 FL
1076 6. 6 TC
1075.38
1080.02
TW
1086.32
TW
1095.19
TW
1104.19
TW
1106.61
12"TREE 1108.28
1103.52
1091.19
1085.16
1080.03
1100.35
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
10"PINE
36"PINE
24"PINE
1122.50
1073.19
1074.01
1074.92
1075.16 1075.40
1075.16 1075.41
1075.40
1075.55
1075.77
1075.63
1075.69
1075.59
1075.54
1075.32
1075.38
1075.73
1075.36
1075.33 1076.05
1078.42
1079.19 TW
1081.71
15"TREE 1080.13
8"TREE 1076.51
1074.76
1073.98
1071.74
1071.93
6"TREE
1074.81
1075.13
1074.48
1074.75
1073.97
1073.22
1074.18
1074.94 TP NAIL
1075.60
1075.61
1075.70
1075.64
1075.65
1075.65
1075.52
1075.51 1076.96
1075.64
1075.79
1075.71
MH
1075.63 10"TREE
1076.05
1078.32
1079.15
1075.76
1079.23 TW
1075.41
1084.95
1093.65
1130.00
1067.86
1067.48
1078.83
PP
1074.52
1074.48
1073.71
1073.16
1072.37
1071.65
1071.20 1070.66
1069.76
1073.20
1073.44
1073.65
1073.78
1074.11
1074.40
1074.78
1072.95
1072.87
STUMP
1072.96
1071.26
1071.59
1072.89
1073.30
1072.64
1072.08
1073.21 1071.90
1068.86
1063.13
1063.51
1049.95
1047.26
1044.61
1043.04
1041.16
1037.09
1028.31
1032.45
1033.08
1032.25
1031.78
1032.17
1034.48 1036.21
1033.98
1035.67
1034.18
1045.01
1043.11
1034.02
1034.47
1034.04
1037.63
1046.39
1046.27
1051.97
1053.30
1051.77
1050.54
1051.19
1058.35
1058.06
1060.14
1069.47
1130.19
1099.66
C.B.
TP=PEN X
TP=TEMP
FD REBAR/CAP 8958
MAG S&W LS8958 EP COR
EP COR
EP COR
EP COR
EP COR EP COR
INLET
INLET
CB
CB
EP
EP
CC
TC
CC
EP
FL
FL
EP
EP
EP
TP
SWCOR PIL CC
CC
CC
CC
CC
CC
CC CC
CC CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
NWCW TC
FL
NFACE
TW
CC
CC
EC
EC
EC
CC
CC
EC
FL
F
T
LC
TCFL
T F
CL
FL
FL
TW
SHED
SHED
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
HS
NWCW
TW
6"TREE
SHED
FC
FC
FC
FC
FC
TP=NAIL
SECOR PIL
SECOR PIL
NECOR PIL
HS
HS
CC
CC
CC
CC
NFACE
CW
CW
TW
MAG 63
RBRCAP LS 8958
RBRCAP LS 8958
RBRCAP LS 8958
FC
FC
FC
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
TSL
STUMP
STUMP
TSL
TSL
TSL
TSL
TSL
TSL
CW
CW
CW
SOLAR
SOLAR
SOLAR
TSL
BSL
BSL
TSL
BSL
BSL
TSL
TSL
TSL
TSL
FG
FG
TSL
BSL
TSL
TSL
FG
FG
FG
FG
FG
FG
FG
FG
FG
FG
SOLAR
TPN
N
24°33'00"W
2 5.00'
N 49°47'50"W 752.76'
20 22
SHED
CONC.
A.C. PAVEMENT
FOUND REBAR/CAP LS 8958
ON PROPERTY LINE
TAG ELEV.=1110.15'
FOUND REBAR/CAP LS 8958
ON PROPERTY LINE
TAG ELEV.=1074.37'
FOUND REBAR/CAP LS 8958
ON PROPERTY LINE
TAG ELEV.=1057.63'
FOUND REBAR/CAP LS 8958
ON PROPERTY LINE
TAG ELEV.=1042.05'
FOUND REBAR/CAP LS 8958
ON PROPERTY LINE
TAG ELEV.=1031.41'
. 00'
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.
EXISTING
RESIDENCE
(E) DRIVEWAY
(E) POOL DECKING
3210 SQFT
(E) POOL
(E) SHED
(E) DRIVEWAY
(E) PAVED WALK
527 SQFT
(E) POOL EQUIP.
(E) PV PANEL
QUAIL RIDGE RD. N
SIDEYARD SETBACK
35'-0"
FRONT SETBACK
50'-0"
FIRE TRUCK TURNAROUND
22%
22%
19%
19%
16%
13%
15'-1"
APPROXIMATE
HYDRANT
LOCATION.
2.5" OUTLET.
FLOW RATE AT 20
PSI 1013 GPM PER
TWO HOURS.
EXISTING
UTILITY POLE
4 SITE AREA CALCULATION
STRUCTURAL CALCULATIONS
FLATWORK CALCULATIONS
LEGEND
PROPERTY LINES
BUILDING SETBACK
ETAT S
NSED
LICE
A
OF CALIF IA
NRO
RCHITE
JOSEPH R. CT
0 N. ER
3 31
72 No. C 32307
SPIERER JOSEPH SPIERER ARCHITECTS, INC. 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277 T. (310) 876-8761 . www.calarchitect.com . [email protected] # DATE
SHEET NO. DWG. TITLE STAMP PROJECT # REVISIONS PROJECT
The 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.
DATE
TYPE
8/19/2025
2:27:38 PM
SITE DEMO
AD1.00 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE 21-018
SITE PLAN REVIEW SET
1/16" = 1'-0"
EXISTING SITE PLAN 1 N
PLAN NORTH
4 4 Planning 04/09/25