CL_AGN_250825_CC_AgendaPacket_F_A1
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 CityClerk@cityofrh.net. 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.
Page 1 of 228
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, 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)
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
Page 2 of 228
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.
Page 3 of 228
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
Page 4 of 228
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
Page 5 of 228
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
Page 6 of 228
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
Page 7 of 228
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
Page 8 of 228
Court Access During ADA
Construction Project
By Dustin McNabb
President, RH Courts Club
August 25, 2025
Page 9 of 228
“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…
Page 10 of 228
•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.
Page 11 of 228
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
Page 12 of 228
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
Page 13 of 228
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
Page 14 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 1
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
Page 15 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 2
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
Page 16 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 3
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
Page 17 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 4
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)
Page 18 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 5
Presentation by City Manager Ba ñales
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.
Page 19 of 228
MINUTES – CITY COUNCIL MEETING
Monday, August 11, 2025
Page 6
Respectfully submitted,
____________________________________
Christian Horvath, City Clerk
Approved,
____________________________________
Jeff Pieper, Mayor
Page 20 of 228
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
Page 21 of 228
Page 22 of 228
Page 23 of 228
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.
Page 24 of 228
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.
Page 25 of 228
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
Page 26 of 228
Year 2025
Diversion RequirementY
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
Page 1 of 2
Page 27 of 228
Year 2025
Diversion RequirementN
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
Page 2 of 2
Page 28 of 228
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
Page 1 of 1
Page 29 of 228
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
Page 30 of 228
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
Page 31 of 228
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
Page 32 of 228
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 square-
foot (SF) single-family residence, 830 SF attached garage, 6,860 SF tennis court, 700 SF swimming
pool, 90 square feet of pool equipment, and a 90 SF service yard. There are two building pads. The
first residential building pad is 99,820 square feet and contains the existing house, tennis court, and
playground. The second pad is 3,200 square feet, and will include the set-aside area for the stable
and corral.
Previous Approvals
On August 21, 1990, the Planning Commission adopted Resolution No. 1990-24 approving a
Variance, Conditional Use Permit (CUP), and Site Plan Review (SPR) for a pavilion/cabana with a
kitchen facility in Zoning Case No. 416. The cabana was never constructed. On October 6, 1990, the
Planning Commission adopted Resolution No. 90-32 approving a Variance for the minimum frontage
Page 33 of 228
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
Page 34 of 228
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
Page 35 of 228
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-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).
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
Page 36 of 228
City of Rolling Hills ROLLING HILLS, CA 90274
TITLE
VICINITY MAP
CASE NO.
Zoning Case No. 25-029
Conditional Use Permit, Site Plan Review & Variance
OWNER Yang
ADDRESS 1 Georgeff Rd, Rolling Hills 90274 SITE
Page 37 of 228
Development Table
Zoning Case No. 25-029
1 Georgeff Road
Site Plan Review &
Conditional Use Permit EXISTING PROPOSED TOTAL
RA-S- 2 Zone
SINGLE FAMILY
RESIDENCE, POOL,
TENNIS COURT
SINGLE FAMILY
RESIDENCE, POOL, TENNIS
COURT, AND CABANA
Net Lot Area 209,980 SF 0 SF 209,980 SF
Residence 8,600 SF 3,513 SF 12,113 SF
Garage 830 SF 935 SF 1,765 SF
Swimming Pools/Spa 700 SF -15 SF 685 SF
Pool Equipment 90 SF 0 SF 90 SF
Guest House 0 SF 0 SF 0 SF
Cabana 0 SF 1,036 SF 1,036 SF
Stable minimum: 450 SF 0 SF 450 SF 450 SF
Corral minimum: 550 SF 0 SF 550 SF 550 SF
Recreation Court 6,860 SF 0 SF 6,860 SF
Attached Covered Porches 0 SF 0 SF 0 SF
Entryway/Porte Cochere, Breezeways 0 SF 0 SF 0 SF
Attached Trellises 0 SF 0 SF 0 SF
Raised Deck + Water Feature + Fire Pit 0 + 0 + 0 SF 286 + 690 + 25 SF 286 + 690 + 25 SF
Service Yard 90 SF 0 SF 90 SF
Other 0 SF 0 SF 0 SF
Basement Area 0 SF 822 SF 822 SF
Depth of Basement 0 SF 8 SF 8 SF
Primary Driveway 11,800 SF 1,860 SF 13,660 SF
Paved walkways/Patio Areas/Courtyards 2,500 SF 8,750 SF 11,250 SF
Pool Decking 3,000 SF -480 SF 2,520 SF
Other Paved Driveways, Road Easements, Parking Pads 0 SF 0 SF 0 SF
Grading (balanced onsite) 0 CY 6,465 CY CUT
6,220 CY FILL
12,685 CY TOTAL
Structural Lot Coverage 17,170 (8.18%) 6,920 (3.30%) 24,090(11.47%)
Flatwork Lot Coverage 17,300 (8.24%) 10, 130 SF (4.82%) 27,430 SF (13.06%)
Total Lot Coverage (Structures and Flatwork) 34,470 SF (16.42%) 17,050 SF (8.12%) 51,520 SF (24.54%)
Building Pad 1 Coverage 99,820 SF Existing Pad Area
17,170 SF (17.20 %) 99,820 SF Existing Pad Area 5,469 SF (5.67%) -3,390 SF Proposed Pad Area 22,639 SF (23.48%) 96,430 SF Total Pad Area Building Pad 2 Coverage 3,200 SF Existing Pad Area
0 SF (0 %) 3,200 SF Existing Pad Area 450 SF (%) 0 SF Proposed Pad Area 450 SF (14.06%) 3,200 SF Total Pad Area Total Disturbed Area (40% maximum) 111,050 SF (52.89%) 5,990 SF (2.85%) 117,040 SF (55.74%)
Building Heights Maximum Building Heights: 21 FT Maximum 0 FT 18 FT 3IN 18 FT 3IN
Page 38 of 228
Page 39 of 228
1 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
RESOLUTION NO. 2025-06
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 25-029: SITE
PLAN REVIEW FOR CONSTRUCTION OF A NEW SINGLE-FAMILY
RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE-FOOT-HIGH
RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED
IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN
ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO
EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER
THREE FEET IN THE SETBACK AND FINDING THE PROJECT
CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL
QUALITY ACT FOR LOCATION AT 1 GEORGEFF ROAD (LOT 57-A-1-MS)
(YANG)
THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES HEREBY FIND,
RESOLVE, AND ORDER AS FOLLOWS:
Section 1. On February 18, 2025, an application was duly filed by Shilpa Mehta of Joseph
Spierer Architects (“Applicant”), on behalf of the property owner, Frank Yang, with respect to real
property located at 1 Georgeff Road, Rolling Hills (LOT 57-A-1-MS) requesting: Site Plan Review
for construction, non-exempt grading, walls exceeding a height of 3 feet and 2.5 average (up to
maximum height of 5 feet) and other improvements; Conditional Use Permit for a detached
accessory structure greater than 200 square feet; and Variances for construction in the side yard
setbacks and site disturbance of more than 40 percent.
Section 2. The lot is irregularly shaped and only has street frontage via the driveway
entrance on Georgeff Road. The net lot area is 4.82 acres (209,980 square feet), which excludes
roadway easements and ten feet along property lines. Georgeff Road has a 25-foot-wide
roadway easement. The property is developed presently with a 8,600 square-foot single-level
residence built in 1980.
Section 3. The Planning Commission conducted duly noticed public hearings to consider
the application at a field trip meeting and regular meeting on July 24, 2025. Neighbors within a
1,000-foot radius were mailed the public hearings notice on July 11, 2025 and a notice was
published in the Daily Breeze on July 10, 2025. The Applicant was notified of the public hearings
in writing by first class mail and the Applicant was in attendance at the morning field trip and the
evening hearing.
Section 5. The Project is exempt from the California Environmental Quality Act (CEQA)
Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small
Structures), which exempts the construction and location of a limited number of new, small facilities
or structures, including accessory structures, including but not limited to garages, carports, patios,
swimming pools and fences. Here, the proposed Project includes a new residence, new tennis
cabana, retaining walls, driveway, stable/corral set aside areas, and related improvements.
Accordingly, the Project qualifies for the exemption pursuant to Section 15303. There is no
reasonable possibility that the activity will have a significant effect on the environment, due to
Page 40 of 228
2 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
unusual circumstances. Much of the site has already been graded and developed.
Section 6. Site Plan Review. Site Plan Review is required for construction of any new
building or structure pursuant to Rolling Hills Municipal Code (RHMC) Section 17.46.020(A). The
Project is for construction, non-exempt grading, walls exceeding a height of 3 feet and 2.5 average
(up to maximum height of 5 feet) and other improvements. With respect to the Site Plan Review
for the development, the Planning Commission hereby makes the following findings:
A. The Project complies with and is consistent with the goals and policies of
the General Plan and all requirements of the zoning ordinance.
The proposed development is compatible with the General Plan and Zoning Ordinance.
The proposed structures comply with the General Plan requirement of low profile, low-density
residential development with sufficient open space between surrounding structures. The
development is located on the existing building pad, which will reduce the visual impact from
neighboring properties.
The Project conforms to Zoning Code lot coverage requirements. The net lot area of the
lot is 209,980 square feet (4.82 acres) per RHMC Section 17.16.060(A). The structural net lot
coverage is proposed at 51,520 square feet or 11.35% (20% max. permitted) excluding exempt
structures; and the total lot coverage proposed, including flatwork, would be 51,520 square feet
or 24.54% (35% max. permitted). The disturbed area is 111,050 square feet or 52.89% (40%
max permitted provided that no more than fifty percent of the slopes resulting from the grading
are greater (steeper) than 3:1, or three units horizontal (run) to one unit vertical (rise).
B. The project substantially preserves the natural and undeveloped state of the
lot by minimizing building coverage. Lot coverage requirements are regarded as
maximums, and the actual amount of lot coverage permitted depends upon the existing
buildable area of the lot.
The topography and the configuration of the lot have been considered, and the Project
will not adversely affect or be materially detrimental to adjacent uses, buildings, or structures;
the Project will be on an existing building pad which enables Project elements to be the least
intrusive to surrounding properties. Further, the Project will be a sufficient distance from nearby
residences so views and privacy of surrounding neighbors will not be impacted. The lot has an
existing building pad which is disturbed with the remaining area either landscaped or left in a
natural state. The new residence will be sited generally within the building footprint of the
previous residential structure. Additionally, the retaining walls are located in a manner that are
the least visually intrusive to the property and its neighbors.
C. The project is harmonious in scale and mass with the site, the natural terrain
and surrounding residences.
The proposed development, as conditioned, is harmonious in scale and mass with the
site, and is consistent with the scale of the neighborhood when compared to new residences in
the vicinity of said lot. The development plan takes into consideration the visibility of the Project
primarily from Georgeff Road. Significant portions of the lot will be left undeveloped or
Page 41 of 228
3 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
landscaped.
D. The project preserves and integrates into the site design, to the greatest
extent possible, existing topographic features of the site, including surrounding native
vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls).
The Project will be located on an existing building pad. Additionally, there will be no
significant changes to the overall drainage features on the lot. The Project minimizes the need
for import/export of soil by balancing cut and fill as much as possible, reducing major alterations
to the natural landform. The property will also be landscaped in accordance with the approved
landscape plan.
E. Grading has been designed to follow natural contours of the site and to
minimize the amount of grading required to create the building area.
The cut and fill quantities are relatively balanced, reducing the need for excessive soil
import/export, which indicates that the design works with the land rather than requiring significant
reconfiguration.
F. Grading will not modify existing drainage channels nor redirect drainage
flow, unless such flow is redirected into an existing drainage course.
The grading plan ensures that existing drainage channels remain intact, with modifications
only occurring where necessary to direct flow into pre-established drainage courses.
G. The project preserves surrounding native vegetation and mature trees and
supplements these elements with drought-tolerant landscaping which is compatible with
and enhances the rural character of the community, and landscaping provides a buffer or
transition area between private and public areas.
Surrounding native vegetation and mature trees will not be affected or will be replaced.
New vegetation will be installed in accordance with the approved landscape plan. The
development will be considerate of the environment and will enhance the rural character of the
community. As such, the rural character of the community is maintained and privacy is
maintained with neighbors.
H. The project is sensitive and not detrimental to the convenience and safety of
circulation for pedestrians and vehicles.
There are no changes to the existing circulation patterns for pedestrians or vehicles. The
driveway and motor court will be redesigned to allow emergency vehicle access and better
vehicular circulation and more off-street parking.
I. The project conforms to the requirements of the California Environmental
Quality Act (CEQA).
Page 42 of 228
4 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
The Project is exempt from the CEQA Guidelines pursuant to Section 15303, Class 3
(New Construction or Conversion of Small Structures), which exempts the construction and
location of a limited number of new, small facilities or structures, including single family residences
and accessory structures, including but not limited to garages, carports, patios, swimming pools
and fences. Here, the Project includes a new cabana and additional floor area to an existing
house. Accordingly, and as further described herein, the Project qualifies for the exemption
pursuant to Section 15303. Further, no exceptions to the exemption apply; there is no reasonable
possibility that the activity will have a significant effect on the environment due to unusual
circumstances. Much of the site has already been graded and developed.
Section 7. Conditional Use Permit Findings. RHMC Section 17.16.040(A)(3) requires a
Conditional Use Permit for a detached accessory structure greater than 200 square feet. The
Applicant is proposing a new 792-square-foot solid covered free-standing cabana. Given the
foregoing, in accordance with RHMC Section 17.42.050, the Planning Commission makes the
following findings:
A. That the proposed conditional use is consistent with the General Plan.
The granting of a Conditional Use Permit for the proposed use is consistent with the
purposes and objectives of the Zoning Ordinance and General Plan because the use is
consistent with similar uses in the community, and meets all the applicable code development
standards for such use. The Project is compatible with existing land uses as other properties in
the same zone have such accessory uses. The Project is consistent with Open Space and
Conservation Element Goal 2, which aims for expanded opportunities for outdoor recreation.
B. That the nature, condition and development of adjacent uses, buildings and
structures have been considered, and that the use will not adversely affect or be
materially detrimental to these adjacent uses, building or structures.
The nature, condition, and development of adjacent structures have been considered,
and the Project will not adversely affect or be materially detrimental to these adjacent uses,
buildings, or structures because the proposed uses are located on a developed property with
sufficient proximity to neighboring buildings and structures.
C. That the site for the proposed conditional use is of adequate size and shape
to accommodate the uses and buildings proposed.
The net lot area is 209,980 square feet and is adequate to support the proposed use. The
property is developed and adequate in size and shape to accommodate the proposed use, a
tennis court cabana and buildings.
D. That the proposed conditional uses comply with all applicable development
standards of the RAS-2 Zone.
The proposed conditional uses comply with all applicable development standards in the
RAS-2 Zone, with exception to the Variances requested herein.
Page 43 of 228
5 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
E. That the proposed use is consistent with the portions of the Los Angeles
County Hazardous Waste Management Plan relating to siting and siting criteria for
hazardous waste facilities.
Granting the proposed conditional use for the Project will be consistent with the applicable
portions of the Los Angeles County Hazardous Waste Management Plan related to siting criteria
for hazardous waste facilities. The Project site is not listed on the current State of California
Hazardous Waste and Substances Sites List. The proposed Project would not constitute a
hazardous waste facility.
F. That the proposed conditional use observes the spirit and intent of this title.
The proposed Project allows the Applicant the ability to enjoy rights enjoyed by other
residents in the City. The proposed uses are consistent with the residential character and spirit of
the City and Title 17 of the RHMC.
Section 8. Variance Findings. RHMC Section 17.38.050 sets forth the required findings for
granting Variances. The Applicant is seeking relief from RHMC Section 17.16.150(G) for a
portion of walls for the proposed Project to exceed 3’ in height within the side yard setbacks. The
Applicant is also seeking relief from RHMC Section 17.16.070(B) with regard to the amount of
grading disturbance area. With respect to this request for Variances, the Planning Commission
finds as follows per RHMC Section 17.38.050:
A. That there are exceptional or extraordinary circumstances or conditions
applicable to the property that do not apply generally to other properties in the same
vicinity and zone.
There are extraordinary circumstances applicable to this property. The subject property
was recently subdivided from other properties in the area, creating the irregular shape of 1
Georgeff and smaller building area. The resulting size and irregularly shaped lot has, in
essence, increased the disturbed area. The proposed Project’s retaining walls need to encroach
into the required side yard setbacks to stabilize the terrain (driveway and access paths). Further
the Variance is warranted due to the unique sloping topography that does not apply generally
to the other properties in the vicinity.
B. That such variance is necessary for the preservation and enjoyment of
substantial property rights possessed by other properties in the same vicinity and zone
but which is denied the property in question.
Granting the requested Variances are necessary for the preservation and enjoyment of
property rights on the property The existing main building pad has been hindered by the recent
subdivision and requires extra reinforcement via the proposed retaining walls and slight
additional disturbance from existing 52.89% to proposed 55.74% to accommodate the new
residence, driveway and access paths. Other properties in the vicinity enjoy these types of
improvements.
C. That the granting of such variance will not be materially detrimental to the
Page 44 of 228
6 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
public welfare or injurious to properties or improvements in the vicinity.
Granting the Variances for encroachment into side yard setbacks and to exceed the
maximum allowable 40% disturbance will not be detrimental to the public welfare and will not
be injurious to properties in the vicinity because the encroachments into the setbacks and
increased disturbed areas have been strategically placed to maximize usable space while
minimizing intrusion. Further, the Project will improve the appearance of the property by
stabilizing buildings of larger mass away from public view. Landscaping will be provided to
screen structures on the subject lot.
D. That in granting the variance, the spirit and intent of this title will be
observed.
In granting the variance, the spirit and intent of the Zoning Code will be observed. The
City’s Zoning Code ensures that the growth and development of the City is orderly, attractive,
and enhances the rural character of the community. The proposed addition and safety
enhancements to the property add attractiveness of the property, are visually harmonious with
the community, and are at scale with adjacent residential development.
E. That the variance does not grant special privilege to the applicant.
The Variances do not provide any special privileges to the Applicant; the proposed
Project is similar development that largely maintains the siting of the previous building
footprint. The Project, together with the Variances, will be compatible with the objectives,
policies, general land uses, and programs specified in the General Plan.
F. That the variance is consistent with the portions of the County of Los
Angeles Hazardous Waste Management Plan relating to siting and siting criteria for
hazardous waste facilities.
Granting the Variances for the Project will be consistent with the applicable portions of
the Los Angeles County Hazardous Waste Management Plan related to siting criteria for
hazardous waste facilities. The Project site is not listed on the current State of California
Hazardous Waste and Substances Sites List. The proposed Project would not constitute a
hazardous waste facility.
G. That the variance request is consistent with the General Plan of the City of
Rolling Hills.
Approvals granting the Variances to allow encroachments into the side yard setbacks
and to exceed the maximum allowable 40% disturbance will be consistent with the General
Plan of the City of Rolling Hills, which encourages residential uses.
Section 9. Based upon the foregoing findings, and the evidence in the record, the
Planning Commission hereby approves Zoning Case No. 25-029 subject to the following
conditions of approval:
Page 45 of 228
7 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
A. Approval for the Site Plan Review, Conditional Use Permit, and Variances shall
expire within two years from the effective date of approval as defined in RHMC Section
17.38.070 of the Zoning Ordinance unless otherwise extended pursuant to the requirements of
this section.
B. If any condition of this resolution is violated, the entitlement(s) granted by this
resolution shall be suspended and the privileges granted hereunder shall lapse and upon receipt
of written notice from the City, all construction work being performed on the subject property
shall immediately cease, other than work determined by the City Manager or his/her designee
required to cure the violation(s). The suspension and stop work order will be lifted once the
Applicant cures the violation to the satisfaction of the City Manager or his/her designee. In the
event that the Applicant disputes the City Manager or his/her designee’s determination that a
violation exists or disputes how the violation must be cured, the Applicant may request a hearing
before the City Council. The hearing shall be scheduled at the next regular meeting of the City
Council for which the agenda has not yet been posted; the Applicant shall be provided written
notice of the hearing. The stop work order shall remain in effect during the pendency of the
hearing. The City Council shall make a determination as to whether a violation of this Resolution
has occurred. If the Council determines that a violation has not occurred or has been cured by
the time of the hearing, the Council will lift the suspension and the stop work order. If the Council
determines that a violation has occurred and has not yet been cured, the Council shall provide
the Applicant with a deadline to cure the violation; no construction work shall be performed on
the property until and unless the violation is cured by the deadline, other than work designated
by the Council to accomplish the cure. If the violation is not cured by the deadline, the Council
may either extend the deadline at the Applicant’s request or schedule a hearing for the
revocation of the entitlements granted by this Resolution pursuant to Chapter 17.58 of the Rolling
Hills Municipal Code (RHMC).
C. All requirements of the Building and Construction Ordinance, the Zoning
ordinance, and of the zone in which the subject property is located must be complied with unless
otherwise a variance to such requirement has been approved.
The lot shall be developed and maintained in substantial conformance with the site plan on
file at City Hall and approved by the Planning Commission on July 24, 2025, except as otherwise
provided in these conditions. The working drawings submitted to the Department of Building and
Safety for plan check review shall conform to the approved development plan. All conditions of
the Site Plan Review, Conditional Use Permit, and Variance approvals shall be incorporated into
the building permit working drawings, and where applicable complied with prior to issuance of a
grading or building permit from the building department.
The conditions of approval of this Resolution shall be printed onto a separate sheet and
included in the building plans submitted to the Building Department for review and shall be kept
on site at all times.
Any proposed modifications and/or changes to the approved Project, including resulting
from field conditions, shall be discussed with staff so that staff can determine whether the
modification is minor or major in nature. Minor modifications are subject to approval by the City
Manager or his or her designee. Major modifications are subject to approval by the Planning
Page 46 of 228
8 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
Commission after a public hearing. Applicant shall not implement modifications or changes to the
approved Project without the appropriate approval from the City Manager or designee or the
Planning Commission, as required.
D. Prior to submittal of final working drawings to Building and Safety Department for
issuance of building and grading permits, the plans for the Project shall be submitted to City staff
for verification that the final plans are in compliance with the plans approved by the Planning
Commission.
E. A licensed professional preparing construction plans for this Project for Building
Department review shall execute a Certificate affirming that the plans conform in all respects to
this Resolution approving this Project and all of the conditions set forth herein and the City’s
Building Code and Zoning Ordinance.
Further, the person obtaining a building and/or grading permit for this Project shall execute
a Certificate of Construction stating that the Project will be constructed according to this
Resolution and any plans approved therewith.
F. Structural lot coverage of the lot shall not exceed 23,846 square feet or 11.35% of
the net lot area (20% maximum). The flatwork coverage is 27,430 square feet or 13.06%. The
total lot coverage proposed, including structures and flatwork, shall not exceed 51,520 square
feet or 24.54% (35% maximum).
G. The lot is already developed and the total disturbed area will be 117,040 square feet
or 55.74% (maximum 40% permitted provided that no more than fifty percent of the slopes
resulting from the grading are greater [steeper] than 3:1, or three units horizontal [run] to one
unit vertical [rise]). Grading for this Project shall not exceed 6,465 cubic yards of cut and 6,220
cubic yards of fill for a total of 12,685 cubic yards with 245 cubic yard being exempt export.
H. The total proposed building pad net lot coverage for the residential main pad is 23,396
square feet or 24.26%, which meets the 30% maximum guideline.
I. Driveway access shall be provided per the Fire Department requirements and the
driveway shall be roughened and the first 20 feet of the driveway shall not exceed 7% in slope.
J. Access to the stable and to the corral shall be decomposed granite or 100%
pervious roughened material; it shall not be wider than 12 feet.
K. A minimum of five-foot level path and/or walkway, which does not have to be
paved, shall be provided around the entire perimeter of all of the proposed structures or as
otherwise required by the Fire Department.
L. The Applicant shall comply with all requirements of the Low Impact Development
requirements for storm water management on site (RHMC Chapter 8.32).
M. Hydrology, soils, geology and other reports, as required by the Building and Public
Works Departments, and as may be required by the Building Official, shall be prepared.
Page 47 of 228
9 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
N. Prior to issuance of a final construction approval of the Project, all graded slopes
shall be landscaped. Prior to issuance of building permit, the landscape plan shall meet the
requirements of the City, shall be submitted to the City in conformance with Fire Department
Fuel Modification requirements, and shall be approved by the City’s landscape consultant.
O. The Project shall be landscaped, and continually maintained in substantial
conformance with the landscaping plan on file approved by the City’s landscape consultant. A
detailed landscaping plan shall provide that any trees and shrubs used in the landscaping
scheme for this Project shall be planted in a way that screens the Project development from
adjacent streets and neighbors, such that shrubs and trees as they mature do not grow into a
hedge or impede any neighbors’ views and the plan shall provide that all landscaping be
maintained at a height no higher than the roof line of the nearest Project structure. In addition,
the landscaping plan shall provide for screening of development with vegetation not to exceed
10 feet in height, and that the vegetation used for screening shall be planted in an off-set manner,
so as to prevent it, as it grows from forming a solid hedge. The landscaping plan shall utilize to
the maximum extent feasible, plants that are native to the area, are water-wise and are
consistent with the rural character of the community. Plants listed as high hazardous plants
under RHMC Section 8.30.015 are prohibited.
P. The Applicant shall submit a landscaping performance bond or other financial
obligation, to be kept on deposit by the City, in the amount of the planting plus irrigation plus
15%. The bond shall be released no sooner than two years after completion of all plantings,
subject to a City staff determination that the plantings required for the Project are in substantial
conformance with approved plans and are in good condition.
A Certificate of Completion shall be submitted by the Project designer or contractor prior
to final landscape installation inspection.
Q. The landscaping shall be subject to the requirements of the City’s Water Efficient
Landscape Ordinance, (RHMC Chapter 13.18).
R. Pursuant to RHMC Chapter 8.30, the property shall at all times be maintained free
of dead trees and vegetation.
S. The setback lines and roadway easement lines in the vicinity of the construction
for this Project shall remain staked throughout the construction. A construction fence may be
required.
T. Perimeter easements, including roadway easements and trails, if any, shall remain
free and clear of any improvements to advance equestrian use and emergency preparedness
for evacuation within the City. Where Rolling Hills Community Association (RHCA) has
demonstrated authority over the easement, the City’s Planning Director may grant relief from this
condition upon satisfactory proof of permission from RHCA and a legitimate showing that there
is no need for the condition to advance equestrian uses and emergency preparedness.
U. Minimum of 65% of any construction materials must be recycled or diverted from
Page 48 of 228
10 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
landfills. The hauler of the materials shall obtain City’s Construction and Demolition permits for
waste hauling prior to start of work and provide proper documentation to the City.
V. Prior to demolition of the existing structures, an investigation shall be conducted
for the presence of hazardous chemicals, lead-based paints or products, mercury and asbestos-
containing materials (ACMs). If hazardous chemicals, lead-based paints or products, mercury or
ACMs are identified, remediation shall be undertaken in compliance with California
environmental regulations and policies.
W. The property owner and/or his/her contractor/Applicant shall be responsible for
compliance with the no-smoking provisions in the Municipal Code. The contractor shall not use
tools that could produce a spark, including for clearing and grubbing, during red flag warning
conditions. It is the sole responsibility of the property owner and/or his/her contractor to monitor
the red flag warning conditions.
X. Development shall drain in accordance with the approved grading and drainage
plan. Drainage dissipaters shall be constructed outside of any easements. The drainage system
shall be approved by the Department of Building and Safety. If an above ground swale and/or
dissipater is required, it shall be designed in such a manner as not to cross over any equestrian
trails or discharge water onto a trail, shall be stained in an earth tone color, and shall be screened
from any trail, road and neighbors’ view to the maximum extent practicable, without impairing
the function of the drainage system.
Y. Prior to construction, an on-site inspection and site walk-through, including
through all existing structures as needed, shall be scheduled with City Staff and the Applicant.
Z. During construction, conformance with the air quality management district
requirements, storm water pollution prevention practices, county and local ordinances and
engineering practices so that people or property are not exposed to undue vehicle trips, noise,
dust, objectionable odors, landslides, mudflows, erosion, or land subsidence shall be required.
AA. During construction, to the extent feasible, all parking shall take place on the
Project site, on the new driveway and, if necessary, any overflow parking may take place within
the unimproved roadway easements along adjacent streets, and shall not obstruct neighboring
driveways, visibility at intersections or pedestrian and equestrian passage. During construction,
to the maximum extent feasible, employees of the contractor shall car-pool into the City. To the
extent feasible, a minimum of 4’ wide path, from the edge of the roadway pavement, for
pedestrian and equestrian passage shall be available and be clear of vehicles,
construction materials and equipment at all times.
AB. During construction, the property owners shall be required to schedule and regulate
construction and relate traffic noise throughout the day between the hours of 7 AM and 6 PM,
Monday through Saturday only, when construction and mechanical equipment noise is
permitted, so as not to interfere with the quiet residential environment of the City of Rolling Hills.
AC. During construction, dust control measures shall be used to stabilize the soil from
Page 49 of 228
11 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
wind erosion and reduce dust and objectionable odors generated by construction activities in
accordance with South Coast Air Quality Management District, Los Angeles County and local
ordinances and engineering practices.
AD. During construction, an Erosion Control Plan containing the elements set forth in
Section 7010 of the 2022 County of Los Angeles Uniform Building Code shall be followed to
minimize erosion and to protect slopes and channels to control storm water pollution.
AE. The property owners shall be required to conform to the Regional Water Quality
Control Board and County Health Department requirements for the installation and maintenance
of storm water drainage facilities and septic tank.
AF. The Applicant shall pay all of the applicable Building and Safety and Public Works
Department fees and Palos Verdes Peninsula Unified School District fees, if any.
AG. Prior to final inspection of the Project, “as graded” and “as constructed” plans and
certifications shall be provided to the Planning Department and the Building Department to
ascertain that the completed Project is in compliance with the Planning Commission approved
plans. In addition, any modifications made to the Project during construction, shall be depicted
on the “as built/as graded” plan.
AH. The Applicants shall execute an Affidavit of Acceptance of all conditions of the
Conditional Use Permit and Variance approvals, or the approvals shall not be effective.
AI. All conditions of this Resolution, when applicable, must be complied with prior to the
issuance of a grading or building permit from the Building and Safety Department.
AJ. Any action challenging the final decision of the City made as a result of the public
hearing on this application must be filed within the time limits set forth in Section 17.54.070 of
the Rolling Hills Municipal Code and Code of Civil Procedure Section 1094.6.
AK. To the fullest extent permitted by law, Applicant shall defend, indemnify and hold
harmless the City of Rolling Hills (“City”), its City Council, its officers, employees and agents (the
“indemnified parties”) from and against any claim, action, or proceeding brought by a third party
against the indemnified parties and the Applicant to attack, set aside, or void any permit or
approval for this Project authorized by the City, including (without limitation) reimbursing the City
its actual attorney’s fees and costs in defense of the claim, action, or proceeding. The City may, in
its sole discretion, elect to defend any such action with attorneys of its choice. The Applicant
shall reimburse the City for any court and attorney's fees which the City may be required to pay
as a result of any claim or action brought against the City because of this permit. Although the
Applicant is the real party in interest in an action, the City may, at its sole discretion, participate
at its own expense in the defense of the action, but such participation shall not relieve the Applicant
of any obligation under this condition.
AL. The future stable and corral shall comply with all requirements in RHMC Sections
17.18.060 and 17.18.090, unless otherwise approved herein.
Page 50 of 228
12 Resolution No. 2025-06 (ZC 25-029)
1 Georgeff Road (Yang)
AM. New landscaping in the RHCA easement is prohibited unless previously approved
by RHCA. Landscaping not approved by RHCA in the easement shall be removed from the final
landscape plan.
PASSED, APPROVED AND ADOPTED THIS 24th DAY OF JULY, 2025.
BRAD CHELF, CHAIRPERSON
ATTEST:
CHRISTIAN HORVATH, CITY CLERK
Any action challenging the final decision of the City made as a result of the public hearing on
this application must be filed within the time limits set forth in Section 17.54.070 of the Rolling
Hills Municipal Code and Civil Procedure Section 1094.6.
Page 51 of 228
PROJECT INFORMATION
Project Info - Topic INFORMATION
STREET ADDRESS:1 GEORGEFF ROAD, ROLLING HILLS, CA 90274
NUMBER OF STORIES:1
APN:7567-015-037
LEGAL DESCRIPTION:L A CO ASSESSOR MAP NO 51 FOR DESC SEE ASSESSOR'S MAPS POR OF LOTS 56
,57, 192
OCCUPANCY:SINGLE FAMILY RESIDENCE
CONSTRUCTION TYPE:TYPE V
ZONING:RAS-2
MAX. ALLOWABLE HEIGHT:25'-0"
LOT AREA:232,050 SQFT
FIRE ZONE:
PROJECT DESCRIPTION:NEW 1-STORY 12,113 SF SINGLE FAMILY RESIDENCE WITH AN ATTACHED GARAGE
OF 1765 SF. PROPOSED ALTERATION TO POOL/SPA OF 685 SQFT., EXISTING TENNIS
COURT TO REMAIN, PROPOSED TENNIS CABANA 792 SQFT AND FUTURE STABLE
AND CORRAL, (N) RAISED DECK BY THE ONSEN GARDEN
APPLICABLE CODES &
STANDARDS:
2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA CODE, 2022 CALIFORNIA
MECHANICAL CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA RESIDENTIAL
CODE, 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
SHEET INDEX
PROJECT DIRECTORY
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:36:12 PM
COVER
SHEET
A0.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 GEORGEFF RD. ROLLING HILLS, CA 90274
Yang Residence
CLIENT
NAME: FRANK AND SANDY YANG
CONTACT: FRANK YANG
ADDRESS:1 GEORGEFF ROAD, ROLLING HILLS,
CA 90274
PHONE:
EMAIL:fyang@simplehuman.com
ARCHITECT
NAME: JOSEPH SPIERER ARCHITECTS, INC.
CONTACT: JOE SPIERER
ADDRESS: 707 TORRANCE BLVD. SUITE 100
REDONDO BEACH, CA 90277
PHONE: (310) 876-8761
EMAIL: JOE@CALARCHITECT.COM
WEBSITE: WWW.CALARCHITECT.COM
CIVIL
NAME: BOLTON ENGINEERING CORP
CONTACT: DAN BOLTON
ADDRESS: 25834 Narbonne Ave #210
Lomita CA 90717
PHONE: 310-325-5580
EMAIL:dbolton@boltonengineering.com
WEBSITE:https://boltonengineering.com/
VICINITY MAP DEFERRED SUBMITTALS BY OTHERS
GENERAL ARCHITECTURAL
A0.00 COVER SHEET
A0.10 ABBREV., SYMBOLS, LEGENDS
SURVEY
S0.00 1 GEORGEFF - SURVEY
ARCHITECTURAL DEMO
AD1.00 EXISTING SITE PLAN & PICTURES
AD2.01 MAIN HOUSE DEMOLITION PLAN
AD2.03 MAIN HOUSE ROOF DEMOLITION PLAN
AD3.00 EXISTING/DEMO ELEVATIONS
ARCHITECTURAL
A1.00 SITE PLAN
A1.01 VICINITY MAP
A2.01 MAIN HOUSE OVERALL FLOOR PLAN
A2.06 MAIN HOUSE - ROOF PLAN
A2.07 TENNIS CABANA- FLOOR & ROOF PLAN
A3.00 MAIN HOUSE EXTERIOR ELEVATIONS
A3.01 MAIN HOUSE AND TENNIS CABANA EXTERIOR ELEVATIONS
A06.00 DOOR SCHEDULE
A6.10 WINDOW SCHEDULE
CIVIL
C0.00 OVERALL SITE PLAN
C1.00 EXISTING CONDITIONS
C2.10 TECHINCAL SITE PLAN
C2.20 PRELIMINARY GRADING
C3.10 SITE SECTIONS
C4.00 PRELIMINARY CIVIL DETAILS
LANDSCAPE
L1.00 CONCEPTUAL LANDSCAPE
L2.00 CONCEPTUAL PLANTING PLAN
L2.10 CONCEPTUAL PLANTING PLAN - IMAGERY
L2.20 TREE PLANTING PLAN
L2.30 TREE INVENTORY
L3.00 HYFROZONE PLAN & MWELO CALCS
L5.00 LANDSCAPE LIGHTING PLAN
L5.10 LANDSCAPE LIGHITING CUT SHEETS
1. .SURVEYOR
NAME: PACIFIC LAND CONSULTANTS INC.
CONTACT: JEROD C MCINTYRE
ADDRESS: 28411 HIGHRIDGE RD. SUITE 230
ROLLING HILLS ESTATES, CA 90274
PHONE:310 544 8689
EMAIL: jerod@plcsurveying.com
WEBSITE: http://www.plcsurveying.com/
GEOTECH
NAME:T.I.N. ENGINEERING COMPANY
CONTACT: TONY S.C. LEE
ADDRESS:17834 Bailey Drive, Torrance, CA 90504
PHONE: 310-371-7045
EMAIL: tinsoilsheep@gmail.com
WEBSITE:
LANDSCAPE
NAME: BOSKY LANDSCAPE ARCHITECTURE
CONTACT: ROB MADAY
ADDRESS: 590 E GUTIERREZ STREET, SUITE D,
SANTA BARBARA CA 93103
PHONE: 805 845 3251
EMAIL: rob@boskyland.com
WEBSITE: https://www.boskyland.com/
AREA CALCULATION
STRUCTURE CALCULATION EXISTING PROPOSED TOTAL
NET LOT AREA 209,980 SQFT -209,980 SQFT
RESIDENCE 8,600 SQFT 3,513 SQFT 12,113 SQFT
GARAGE 830 SQFT 935 SQFT 1,765 SQFT
SWIMMING POOL/SPA 700 SQFT -15 SQFT 685 SQFT
POOL EQUIPMENT 90 SQFT -90 SQFT
7920 SQFTTENNIS CABANA 792SQFT SQFT
STABLE -450 SQFT 450 SQFT
RECREATIONAL COURT 6,860 SQFT -6,860 SQFT
DETACHED STRUCTURES
RAISED DECK -286 SQFT 286 SQFT
WATER FEATURE -690 SQFT 690 SQFT
FIRE PIT -25 SQFT 25 SQFT
SERVICE YARD 90 SQFT -90 SQFT
BASEMENT -822 SQFT 822 SQFT
80DEPTH OF BASEMENT 8 FT
TOTAL STRUCTURES 17,170 SQFT 6676 SQFT 23,846 SQFT
% STRUCTURAL COVERAGE 8.18 %3.17 %11.35 % < 20% MAX. ALLOWED
FLATWORK CALCULATION EXISTING PROPOSED TOTAL
PRIMARY DRIVEWAY 11,800 SQFT 1,860 SQFT 13,660 SQFT
PAVED WALKS, PATIO
AREA, COURTYARD 2,500 SQFT 8750 SQFT 11,250 SQFT
POOL DECKING 3,000 SQFT -480 SQFT 2,520 SQFT
TOTAL FLATWORK 17,300 SQFT 10,130 SQFT 27,430 SQFT
% FLATWORK COVERAGE 8.24 %4.82 %13.06 %
TOTAL FLATWORK +
STRUCTUAL AREA 34,470 SQFT 16,806 SQFT 51,276 SQFT
% TOTAL COVERAGE 16.42 %8.00 %24.41 % < 35% MAX. ALLOWED
ZONING CASE NO. 25-029
PROJECT
LOCATION
Page 52 of 228
1
A101
SIM
BUILDING / WALL SECTION
STRUCTURAL GRID
1
A
INTERIOR ELEVATION NUMBER
1
2
A101
1
SIM
DETAIL KEY NUMBER
SEE A2.01
MATCH LINE -REFER TO INDICATED DWG
REFERENCE POINT
DIMENSION POINT: FACE OF
CONCRETE OR FACE OF STUD U.N.O.
CEILING HEIGHT
KEYNOTES
ROOM FINISH TAG
ENLARGED DWG REFERENCE
A101
1
SIM
100
DRAWING #
SHEET #
TYPICAL DWG REFERENCE
A1.01
W24
A2X
101
101
WINDOW TYPE
DOOR NUMBER
ROOM TAG
CEILING FAN
KITCHEN
FLOOR FINISH
BASE TYPE
WALL FINISH, UNO
F
B
W
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
REVISION NUMBER2
CLOUD -AREA OF REVISION
HEIGHT / ELEVATION SYMBOL9'-0" AFF
PRO: 243.51'
MAX: 241.53'
CRITICAL POINTS
C.P. #1
NEW FINISH GRADE
EXITING FINISH GRADE
(75)
75
TOP OF WALL ELEVATION
TW 15.0'
TOP OF CURB ELEVATION
TC 15.0'
1HR
2HR
INTERIOR PARTITION TYPE
A = WALL TYPE, VARIES (LETTER WILL VARY)
2 = NOMINAL STUD SIZE (NUMBER WILL VARY)
X = 5/8" TYPE 'X' GYP, WHERE OCCURS
SYMBOLS
WD.1 ROOM MATERIAL TAG
LEVEL CHANGE
GLAZING MARK
###
###
OCCUPANCY LOAD & EXIT
PATH OF TRAVEL
TOTAL OCCUPANCY LOAD
CALCULATED BY ADDING
OCCUPANCY LOADS ALONG
EXIT PATHWAY
OCCUPANCY LOAD TYPE
PATH TYPE
# OF OCCUPANTS
REQUIRED WIDTH
PROVIDED WIDTH
A.B.ANCHOR BOLT
A.C.AIR CONDITIONING
A.C.T.ACOUSTIC TILE CEILING
A.D.AREA DRAIN
ADJ.ADJACENT OR ADJUSTABLE
A.F.C.I.ARC FAULT CIRCUIT INTERRUPTER
AFF.ABOVE FINISH FLOOR
ALT.ALTERNATE
AL., ALUM ALUMINUM
APPROX.APPROXIMATE
ARCH.ARCHITECT(URAL)
AR.AS REQUIRED
BD.BOARD
BLDG.BUILDING
B/BOTTOM OF
BLKG.BLOCKING
BM.BEAM
B.MK.BENCH MARK
B.O.W., B.W.BOTTOM OF WALL
B.P.BID PACKAGE
CAB.CABINET
CB.CATCH BASIN
CEM.CEMENT
CER.CERAMIC
C.I.CAST IRON
C.J.CONTROL JOINT
C.L.CENTERLINE
CLG.CEILING
CLR.CLEAR
C.M.U.CONCRETE MASONRY UNIT
C.O.CLEAN OUT
CONC.CONCRETE
CONT.CONTINUOUS
CPT.CARPET
C.T.CERAMIC TILE
CTR.CENTER
C.W.COLD WATER
DIA.DIAMETER
DBL.DOUBLE
DET.DETAIL
DIAG.DIAGONAL
DIM DIMENSION
DISP.DISPOSAL
DIV.DIVISION
DN.DOWN
DR.DOOR
D.S.DOWNSPOUT
DTL.DETAIL
DWG.DRAWING
DWR.DRAWER
E.EAST
EA.EACH
E.G.FOR EXAMPLE
E.J.EXPANSION JOINT
EL.ELEVATION
ELEV.ELEVATOR
ELEC.ELECTRICAL
ENCL.ENCLOSURE
EQ.EQUAL
E.T.R.EXISTING TO REMAIN
EXH.EXHAUST
EXIST.EXISTING
EXP.EXPANSION OR EXPOSED
EXT.EXTERIOR
F.A.FIRE ALARM
F.B.O.FURNISHED BY OWNER
F.C.FACTORY COATED
F.D.FLOOR DRAIN
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.F.FINISH FACE OR FLOOR
FG.FINISH GRADE
F.H.C.FIRE HOSE CABINET
FIN.FINISH
FIXT.FIXTURE
F.L. FLOW LINE
FLR.FLOOR
FLG.FLASHING
FLUOR.FLUORESCENT
FND FOUNDATION
F.O.FACE OF
F.O.C.FACE OF CONCRETE
F.O.M.FACE OF MASONRY
F.O.S.FACE OF STUD
FP.FLUOROPOLYMER
FPL FIRE PLACE
FS.FINISH SURFACE
FT. FOOT OR FEET
FTG.FOOTING
FUR.FURRED (RING)
GA.GAUGE
GALV.GALVANIZED
G.B.GRAB BAR
GC.GENERAL CONTRACTOR
GEN.GENERAL
G.F.I.GROUND FAULT INTERRUPTER
GH.GUEST HOUSE
G.I.GALVANIZED IRON
GL.GLASS OR GLAZED
GR.GRADE OR GRADING
GYP./GWB GYPSUM WALL BOARD
HB.HOSE BIB
H.C.HOLLOW CORE
HDCP.HANDICAPPED
HDR.HEADER
H.M.HOLLOW METAL
HOR.HORIZONTAL
HT.HEIGHT
H.W.HOT WATER
HWD.HARD WOOD
I.D.INSIDE DIAMETER
INCL.INCLUDE
INSUL.INSULATION
INT.INTERIOR
JT.JOINT
JST.JOIST
KIT.KITCHEN
LAM.LAMINATED
LAV.LAVATORY
L.H.LEFT HANDED
LT.LIGHT
M.H.MAN HOLE
MAX.MAXIMUM
MBR.MEMBER
MECH.MECHANICAL
MEMB.MEMBRANE
MTL.METAL
MFR.MANUFACTURER
MIR.MIRROR
MIN.MINIMUM
MISC.MISCELLANEOUS
M.O.MASONRY OPENING
MTD.MOUNTED
N.NORTH
NAT.NATURAL
N.I.C.NOT IN CONTRACT
NO.NUMBER
NOM.NOMINAL
N.T.S.NOT TO SCALE
O.A.D.OVERFLOW AREA DRAIN
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OFCI.OWNER FURNISHED/CONTRACTOR INSTALLED
OFOI.OWNER FURNISHED/OWNER INSTALLED
OHD.OVERHEAD
OPG.OPENING
OPP.OPPOSITE
O.S.OVERFLOW SCUPPER
PAR.PARALLEL
P.L. PROPERTY LINE
P.LAM.PLASTIC LAMINATE
PLAS.PLASTER
PLBG.PLUMGING
PT.POINT
PTD.PAINTED
PERF.PERFORATED
PVMT.PAVEMENT
PLYWD.PLYWOOD
QTY.QUANTITY
R. RISER
RAD.RADIUS
R.D.ROOF DRAIN
REF.REFERENCE
REFR.REFRIGERATOR
REINF.REINFORCED
REQD.REQUIRED
RES.RESILIENT
REV.REVISION OR REVISED
RFG.ROOF OR ROOFING
R.H.RIGHT HAND
RM.ROOM
R.O. ROUGH OPENING
S.SINK OR SOUTH
S.A.W.M.SELF-ADHESIVE WATERPROOF MEMBRANE
S.A.D.SEE ARCHITECTURAL DRAWINGS
S.C.SOLID CORE
S.C.D.SEE CIVIL DRAWINGS
S.D.STORM DRAIN
SECT.SECTION
S.E.D.SEE ELECTRICAL DRAWINGS
S.F.SQUARE FOOT
SHT.SHEET
SHTG.SHEATHING
SHWR.SHOWER
SIM.SIMILAR
S.J.SAW-CUT JOINT
S.L.D.SEE LANDSCAPE DRAWINGS
S.M.D.SEE MECHANICAL DRAWINGS
SPEC.SPECIFICATION
SQ.SQUARE
S.S.STAINLESS STEEL
S.S.D.SEE STRUCTURAL DRAWINGS
STD.STANDARD
STL.STEEL
STRUC.STRUCTURAL
SUSP.SUSPENDED
SYM.SIMILAR
T.TREAD
T.C.TOP OF CURB
TEL.TELEPHONE
T.G., T&G TONGUE AND GROOVE
THK.THICK
T.I.TENANT IMPROVEMENT
T.TREAD
T/TOP OF
T.O.C.TOP OF CONCRETE
T.O.W.TOP OF WALL
T.O.P.TOP OF PAVING
T.O.PAR.TOP OF PARAPET
TYP.TYPICAL
TV.TELEVISION
UNF.UNFINISHED
U.N.O. / U.O.N.UNLESS OTHERWISE NOTED
VAR.VARIES
V.C.T.VINYL COMPOSITION TILE
VENT.VENTILATION
VERT.VERTICAL
V.I.F.VERIFY IN FIELD
VIN.B.VINYL BASE
W.WEST OR WIDTH
W/WITH
W.C.WATER CLOSET
WD.WOOD
W.H.V.E.F.WHOLE HOUSE VENTILATION EXHAUST FAN
W/O WITHOUT
W.I.WROUGHT IRON
W.I.C.WALK IN CLOSET
WM WALL MOUNT
WNDW WINDOW
W.P. / WP WATERPROOF(ING)
WSCT WAINSCOT
&AND
<ANGLE
@ AT
CL CENTERLINE
[CHANNEL
O DIAMETER OR ROUND
P PROPERTY LINE
#NUMBER OR POUND
(E)EXISTING
(T)TEMPORARY
(N)NEW
ABBREVIATIONSGENERAL CONSTRUCTION NOTES
INSURANCE
THE GENERAL CONTRACTOR AND SUBCONTRACTOR(S) SHALL PURCHASE AND MAINTAIN
CERTIFICATE OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND
SUPERVISING ALL SAFETY AND SECURITY PRECAUTIONS IN CONNECTION WITH THE
WORK.
The Owner shall provide and pay for builder's risk insurance. Coverage shall include, but not be
limited to perils of fire, lightning, flood, windstorm, hurricane, hail, explosion, riot, civil commotion,
smoke, aircraft, land vehicles, vandalism, and malicious mischief, etc., in the amount equal to 100%
of the contract sum (but not including excavation, filling, grading, demolition, foundations, and other
non-insurable items). Such coverage to be issued in name of the contractor and owner, as their
interest may appear.
The Contractor shall procure, pay for, and maintain at all times during the prosecution of the work
under the contract, various forms of insurance with carriers acceptable to the owner. All insurance
policies shall have the architect, design consultants, the owner, and their employees as additional
insureds. Contractor shall furnish insurance policies to owner prior to commencement of work. The
following forms of insurance shall be provided:
A. Statutory compensation and employer's liability insurance.
B. Liability coverage .
C. Contractor's bodily liability insurance and contractor property damage liability
insurance.
D. Contractor's protective bodily injury insurance and protective property damage liability
insurance.
E. Automobile bodily injury liability and automobile property damage liability insurance.
CONTRACT & SCHEDULE NOTES / ADMINISTRATIVE NOTES
1. Contractor shall coordinate with owner and other contractors performing work under separate
contracts to ensure project progress according to schedule.
2. The drawings and specifications constitute only a part of the contract documents as identified
in the owner / contractor agreement. The contractor is also responsible for requirements set
forth in the other instruments of the owner / contractor agreement. Discrepancies in the
documents shall be reported to the architect at once for resolution.
3. In agreeing to terms and conditions of contract, contractor has accepted responsibility to
verify that specified products will be available and to place orders for all required materials
4. Upon award of the contract, the general contractor shall prepare and submit to the architect a
construction progress schedule. the construction schedule shall be continuously updated
and posted at the job site at all times.
5. Contractor shall provide to the owner one set of reproducible as-builts for architectural,
mechanical and electrical work. Additional site work, security systems, control systems and
communications systems work performed by the contractor(s) shall also be documented in
as-built drawings to be submitted to the owner. As-built drawings to be computer-based
documents provided on compact disk.
6. Contractor shall provide warranties and manuals for all equipment and products installed on
the project where supplied by the manufacturer.
7. The contractor will secure the necessary permits and will erect the necessary barriers,
protection fences and/or canopies along public ways prior to starting construction
8. Contractor to obtain curb cut permits as required.
9. The contractor shall apply for and obtain, at the contractor's sole expense, all necessary
construction permits required by applicable building codes and City agencies and State
agencies.
10. Contractor to recycle, strategize waste reduction, & divert demolished materials where
possible.
11. The contractor is responsible for any and all overtime costs unless otherwise agreed upon in
writing.
12. Subject to inspectors' approval, the owner reserves the right to occupy the premises at any
time before completion. Such occupancy shall not constitute the final acceptance of all or any
part of the Work per the contract.
13. Owner shall pay monthly service bill for water, gas & electricity required for duration of
construction. Contractor shall pay for the telephone service for job trailer(s), any temp. power
or water lines, and for removal of construction debris and trash.
SAFETY
14. The contractor and all sub-contractors and suppliers, are to fully comply with all local, state
and federal safety requirements, (including but not limited to) California Occupational Safety
and Health and the California Labor Commission.
15. A first aid kit shall be on the site at all times.
PRODUCT OPTIONS & SUBSTITUTIONS
Contract is based on the high standards of quality established in contract documents.
1. Substitution, revisions and / or changes must have prior approval by the architect.
2. Contractor shall provide specified products.
3. Contractor shall inform Architect in writing, at the time of submission, of any proposed
deviations from the contract documents.
4. Neither the Owner nor Architect has agreed to substitution of materials specifified in the
contract documents, except as maybe specifically otherwise stated in writing.
5. Contractor is required to provided specified material where materials are specified by naming
one single manufacturer and / or model number. Materials proposed by the Contractor to be
used, in lieu of materials specified with "or equal," shall in all ways be equal or exceed the
qualities of the named materials and shall be approved by the architect.
6. Should Contractor demonstrate (to approval of Architect) that a specified material was
ordered in a timely manner and will not be available in time for incorporation into this work,
then Contractor shall submit to Architect such data on proposed substitute materials and/or
methods as are needed to assist Architect in determining suitability of proposed substitution.
7. Substitutions will be considered if:
A. Contractor has submitted substitution to architect in writing.
B. Contractor has indicated (in writing) cost, time or other benefits for substitution.
C. Architect shall be the judge of acceptability and reserves the right to reject proposed
substitution.
8. The following products do not require further approval except for interface within work:
A. Products specified by reference to standard specifications, such as national testing
agencies and similar standards.
B. Products specified by manufacturer's name and catalog number.
C. Where phrase “or equal”or “or equal as approved by Architect”occurs in contract, do
not assume that materials, equipment will be approved as equal unless item has been
specifically approved by Architect.
D. Decision of Owner and / or Architect shall be final.
9. The general contractor shall make shop drawings and sample submittals in accordance with
AIA general conditions A201 and the requirements of the construction drawing and
specifications.
MARKED-UP DRAWINGS / RECORD DRAWINGS
1. During the execution of the work, contractor shall maintain a complete set of contract
drawings in the job office, upon which set he is required to note in red, or other clear manner,
all deviations from the contract documents (both authorized and unauthorized). Marked-up
drawings prepared from this job set are a part of the project close-out documents.
2. Submittal by contractor represents that field measurements, field construction criteria,
materials, catalog numbers and similar data have been reviewed and verified by Contractor,
and that each has been checked and coordinated with requirements of Contract Documents.
3. Architects review of submittals shall be for design concept only and shall not be construed as
approving departures from Contract documents.
4. Architect shall respond promply to RFI's and Submittals.
SITE ACCESS & PROTECTION
1. The property gates are to be closed and locked at the end of each workday.
2. The contractor shall maintain the premises clean and free of all trash and debris and shall
protect all work from damage, soiling, paint overspray, etc. All fixtures, equipment, glazing,
floor, etc. shall be left clean and ready for occupancy (including existing storefront glazing
and mullions, both interior and exterior space frame.)
3. Contractor shall be responsible to final clean the space
4. Contractor shall make arrangements with the owner/property manager for parking access,
security access, material storage and waste dumpster location on the construction site
5. The Contractor shall keep the premises free from accumulation of waste materials or rubbish
caused by his employees and subcontractors. At the completion of the work, the
subcontractors shall remove from building and site all rubbish, tools, and surplus materials
and leave the work swept broom clean.
MANUALS
Where manuals (such as HVAC equipment) are required to be submitted covering items including
work, recommended maintenance, etc., provide manuals in durable binders, approximately 8-1/2”
by 11”in size, and provide the following information:
1. Identification on, or readable through, front cover, stating general nature of manual.
2. Neatly typewritten index at front of manual, furnishing immediate information as to location in
manual of data or equipment involved, name, address and phone number of subcontractor.
3. Complete instructions regarding operation and maintenance of equipment involved.
4. Complete nomenclature or replaceable parts, their part numbers, current cost, and name,
address and phone number of nearest vendor of parts.
5. Copy of all guarantees and warranties issued.
6. Copy of approved shop drawings with data concerning changes made during construction.
Extraneous Data: Where contents of manual include manufacturers catalog pages, clearly indicate
precise items included in this installation and delete, or otherwise clearly indicate, manufacturer's
data with which this installation is not concerned. Architect will retain one copy and return one (1)
copy to the Contractor and one to the Owner.
CONTRACT CLOSE OUT
1. Contractor shall provide documentation (notice of substantial completion) stating the work
has been substantially completed.
2. Contractor shall provide list of items to be completed to Architect.
3. Architect will review list of items to be completed and will supplement the list of items
considered to be incomplete or unacceptable.
4. At completion of work, and prior to owner move-in, Contractor shall employ skilled workmen
for final cleaning; including glass, glossy surfaces, floors and finishes, including paint touch-
up as required.
5. Contractor shall provide project record documents, material and finish data, operation and
instruction manuals, maintenance of equipement and systems, warranties (including
coverage dates), and bonds at project completion. Submit records to owner bound in 8-1/2" x
11" three-ring binders with durable plastic covers.
6. Contractor shall submit (marked-up) record drawings to Owner.
7. Contractor shall provide evidence of payments and release of liens to Owner.
8. Contractor shall obtain certificate of occupancy and provide to Owner.
9. Contractor shall provide final certificate for payment to Owner.
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:25:39 PM
ABBREV.,
SYMBOLS,
LEGENDS
A0.101 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
Page 53 of 228
7/20/2023Page 54 of 228
(255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W
(253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W
(251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 )
(2 1 5 )
(2 2 0 )
(2 2 5 )
(2 3 0 )
(2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 )
(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225)
(2 30 )
(235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222)
(223)
(224)
(226)
(2 27)
(228 )
(2 29)
(2 31 )
(232)
(2 33)
(2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 )
(2 4 4 )(246)(247)(248)(249)(251)(252)(2 53)
(2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 )
(235)
(2 4 0 )
(2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )
(2 2 8 )
(2 2 9 )
(231)
(232)
(233)
(234)
(236)
(2 37 )
(2 38 )
(2 3 9 )
(2 4 1 )
(2 4 2)
(2 43)
(244 )
(246)
(247)
(248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S
24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)DN (255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W
(253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W
(251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 )
(2 1 5 )
(2 2 0 )
(2 2 5 )
(2 3 0 )
(2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 )
(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225)
(2 30 )
(235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222)
(223)
(224)
(226)
(2 27)
(228 )
(2 29)
(2 31 )
(232)
(2 33)
(2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 )
(2 4 4 )(246)(247)(248)(249)(251)(252)(2 53)
(2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 )
(235)
(2 4 0 )
(2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )
(2 2 8 )
(2 2 9 )
(231)
(232)
(233)
(234)
(236)
(2 37 )
(2 38 )
(2 3 9 )
(2 4 1 )
(2 4 2)
(2 43)
(244 )
(246)
(247)
(248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S
24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)(255.75)FL(256.21)TC(253.17)TW(253.11)TW(253.08)TW(253.14)TW(253.29)TW(253.19)TC(252.74)FL(254.58)FL(255.01)TC(260.66)TW(260.68)TW(260.68)TW(260.71)TW(260.73)TW(260.71)TW(260.54)TW(260.53)TW(260.50)TW(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W
(253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(248.61)FL(249.11)TC(247.39)TC(244.69)TC(244.20)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(245.56)TC(245.07)FL(248.37)FL(248.86)TC(251.97)TC(251.53)FL(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(2 5 1 .6 3 )T W
(251.64)TW(251.68)TWBTM STEPELEV.: (249.57)TOP STEPELEV.: (251.12)(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW122.5'126.9'268.3'311.6'18" SPLIT12" DECIDPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKBRICKCONC.24"CBRW24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 )
(2 1 5 )
(2 2 0 )
(2 2 5 )
(2 3 0 )
(2 35 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 )
(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(257)(258)(258)(259)(259)(261)(261)(261)(2 6 1 )(262)(262)(262)(262)(263)(263)(205)(210)(215)(220)(225)
(2 30 )
(235 )(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222)
(223)
(224)
(226)
(2 27)
(228 )
(2 29)
(2 31 )
(232)
(2 33)
(2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 )
(2 4 4 )(246)(247)(248)(249)(251)(252)(2 53)
(2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 )
(235)
(2 4 0 )
(2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )
(2 2 8 )
(2 2 9 )
(231)
(232)
(233)
(234)
(236)
(2 37 )
(2 38 )
(2 3 9 )
(2 4 1 )
(2 4 2)
(2 43)
(244 )
(246)
(247)
(248)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(200.20)F S
24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID(243.14)FSUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID18" DECID30" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(251.15)FS(252.53)FS(252.55)FS(252.31)FS(252.00)FS (252.07)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACK(200)FD N+W @ PROP. COR.ELEV.: (199.71)DN
DEMOLITION NOTES
1. The contractor shall protect existing to remain, new work, and all
adjacent property and landscape from loss or damage resulting from
operations for the duration of the project. In the event of such loss or
damage by the contractor or his subcontractors, the contractor shall
make such replacements or repairs as required without additional
cost to the owner.
2. Refer to civil drawings for all notes and information related to existing
and proposed utilities including location of existing utilities prior to any
site demolition or clearing or associated with any site grading or
trenching operations.
3. All existing and proposed utility structures including but not limited to
valve boxes, sewer and storm structures, electrical, water, gas and
telephone boxes and vaults occurring in the location of proposed
improvements shall be reset to the proper grade based on proposed
grades.
4. Existing underground utilities and improvements are shown in their
approximate locations based upon record information available at the
time of preparation of these plans, refer to civil drawings. Locations
may not have been verified in the field and no guarantee is made as
to the accuracy and completeness of the information shown. The
exact location and elevation of utilities shall be determined by the
contractor.
5. Contractor to recycle, strategize waste reduction, & divert demolished
materials where possible.
TENNIS
COURT
EX HOUSE
TENNIS
COURT
PROPERTY LINE
PROPERTY LINE
1
2
3
4
5
6
7
P R O P E RT Y L I N E P R O P E RT Y L I N E
P R O P E RT Y L I N E
P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E
S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S
E
T
B
A
C
K
L
I N
E
4 4 .6 4 '64.94'150.11'61.54'107.14'1
0
6
.
6
1
'
323.94'510.72'497.84'266.57'267.25'45.16'EXISTING TRAILJUANITA CRANE TRAIL
JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILP R O P E RT Y L I N E P R O P E RT Y L I N E
P R O P E RT Y L I N E
P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E
S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S
E
T
B
A
C
K
L
I N
E
G E O R G E F F R O A D 4 4 .6 4 '64.94'150.11'61.54'107.14'1
0
6
.
6
1
'
323.94'510.72'497.84'266.57'267.25'45.16'15'-0" WIDE INGRESS/ EGRESS EASEMENTEXISTING TRAILJUANITA CRANE TRAIL
JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAIL8
9
5
10
10
11
LEGEND
PROPERTY LINES
BUILDING SETBACK
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER
0'60'30'707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:25:42 PM
EXISTING
SITE PLAN &
PICTURES
AD1.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 (E) 1 STORY STUCCO HOUSE TO BE DEMOLISHED
2 (E) TURN-AROUND TO BE DEMOLISHED
3 (E) POOL TO BE DEMOLISHED
4 (E) TRELLIS TO BE REMOVED
5 (E) HARDSCAPE TO BE DEMOLISHED
6 (E) TENNIS COURT TO REMAIN
7 (E) GAZEBO TO BE DEMOLISHED
8 (E) DRIVEWAY TO REMAIN
9 (E) DRIVEWAY TO BE REMOVED
10 (E) PATHWAY TO BE REMOVED
11 (E) POOL EQUIPMENT TO BE REMOVED
KEYNOTES
1" = 30'-0"
1DEMO/EXISTING SITE PLAN
N
PLAN NORTH
VIEW OF EXISTING POOL AND PAVING
VIEW OF EXISTING EAST WING
VIEW OF EXISTING MOTORCOURT AND APROACH TO THE RESIDENCE
VIEW OF EXISTING GAZEBO
VIEW OF EXISTING TENNIS COURT TO REMAIN
Page 55 of 228
DEMOLITION NOTES
1. The contractor shall protect existing to remain, new work, and all
adjacent property and landscape from loss or damage resulting from
operations for the duration of the project. In the event of such loss or
damage by the contractor or his subcontractors, the contractor shall
make such replacements or repairs as required without additional
cost to the owner.
2. Refer to civil drawings for all notes and information related to existing
and proposed utilities including location of existing utilities prior to any
site demolition or clearing or associated with any site grading or
trenching operations.
3. All existing and proposed utility structures including but not limited to
valve boxes, sewer and storm structures, electrical, water, gas and
telephone boxes and vaults occurring in the location of proposed
improvements shall be reset to the proper grade based on proposed
grades.
4. Existing underground utilities and improvements are shown in their
approximate locations based upon record information available at the
time of preparation of these plans, refer to civil drawings. Locations
may not have been verified in the field and no guarantee is made as
to the accuracy and completeness of the information shown. The
exact location and elevation of utilities shall be determined by the
contractor.
5. Contractor to recycle, strategize waste reduction, & divert demolished
materials where possible.
LEGEND
ROOM TAGKITCHEN
EXISTING TO REMAIN
EXISTING TO BE REMOVED
PROPERTY LINES
BUILDING SETBACK
LIN.
LIN.
CLOCLOVANVAN
CLOCLO FIRE
PLACE
CLOFIRE
PLACE
1
2
3
4
4
5
6
7
7
7
7
7
7
7
7
8
AD3.00
3
AD3.00
1
AD3.00
5
AD3.00
4
AD3.006
AD3.00 7
9
4
PRIMARY BATH HIS CLO.HER CLO.
BED 2
BED 1
BED 3
KITCHEN
STOR. 2 POWDER STOR. 1
PANTRYPANTRY
DINING ROOMLIBRARY
GUEST ROOM
GYM
BATH 4
MAID ROOM
MAID
GARAGE
STOR. 3
SERVICE YARD
BATH. 3
CLO.
CLO.
HALL3
PRIMARY BEDROOM
SITTING
HALL 2
LIVING ROOM ENTRY / GALLERIA
FAMILY ROOM
HALL 1
BATH. 3
BAR
BATH.1BATH.2
PLAY ROOM
EQP
GAME ROOM
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:14 PM
MAIN HOUSE
DEMOLITION
PLAN
AD2.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 (E) DRIVEWAY TO BE DEMOLISHED
2 (E) TURN-AROUND TO BE DEMOLISHED
3 (E) POOL EQUIPMENT TO BE REMOVED
4 (E) HARDSCAPE TO BE DEMOLISHED
5 (E) TRELLIS TO BE DEMOLISHED
6 (E) POOL PAVING TO BE DEMOLISHED
7 (E) WALLS TO BE DEMOLISHED
8 (E) POOL TO BE DEMOLISHED
9 (E) WATER FEATURE TO BE REMOVED
KEYNOTES
1/8" = 1'-0"
1MAIN HOUSE DEMOLITION PLAN
N
PLAN NORTH
Page 56 of 228
1
11
2
3
272'-6 9/32"
271'-0 23/32"
267'-3 15/32"
265'-3 13/32"
271'-6 15/32"
266'-5 7/16"
271'-1 9/32"
265'-11 23/32"
40'-3"
DEMOLITION NOTES
1. The contractor shall protect existing to remain, new work, and all
adjacent property and landscape from loss or damage resulting from
operations for the duration of the project. In the event of such loss or
damage by the contractor or his subcontractors, the contractor shall
make such replacements or repairs as required without additional
cost to the owner.
2. Refer to civil drawings for all notes and information related to existing
and proposed utilities including location of existing utilities prior to any
site demolition or clearing or associated with any site grading or
trenching operations.
3. All existing and proposed utility structures including but not limited to
valve boxes, sewer and storm structures, electrical, water, gas and
telephone boxes and vaults occurring in the location of proposed
improvements shall be reset to the proper grade based on proposed
grades.
4. Existing underground utilities and improvements are shown in their
approximate locations based upon record information available at the
time of preparation of these plans, refer to civil drawings. Locations
may not have been verified in the field and no guarantee is made as
to the accuracy and completeness of the information shown. The
exact location and elevation of utilities shall be determined by the
contractor.
5. Contractor to recycle, strategize waste reduction, & divert demolished
materials where possible.
E
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I
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
1:29:00 PM
MAIN HOUSE
ROOF
DEMOLITION
PLAN
AD2.031 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1/8" = 1'-0"
1MAIN HOUSE ROOF DEMOLITION PLAN
1 (E) ROOF TO BE REMOVED
2 (E) TRELLIS TO BE REMOVED
3 (E) WALLS TO BE DEMOLISHED
KEYNOTES
N
PLAN NORTH
Page 57 of 228
1
GROUND FLOOR
252'-9 19/32"
2 3 19'-9"T.O. (E) ROOF
272'-6 1/4"
GROUND FLOOR
252'-9 19/32"
1
2 2
2419'-9"13'-9"3'-2"18'-4"T.O. (E) ROOF
272'-6 1/4"
GROUND FLOOR
252'-9 19/32"18'-3"14'-6"12'-6"1 T.O. (E) ROOF
272'-6 1/4"
3
8
GROUND FLOOR
252'-9 19/32"
5
6 2
6 6
3
1
T.O. (E) ROOF
272'-6 1/4"
9
GROUND FLOOR
252'-9 19/32"
1
2 2 2
7
T.O. (E) ROOF
272'-6 1/4"
DEMOLITION NOTES
1. The contractor shall protect existing to remain, new work, and all
adjacent property and landscape from loss or damage resulting from
operations for the duration of the project. In the event of such loss or
damage by the contractor or his subcontractors, the contractor shall
make such replacements or repairs as required without additional
cost to the owner.
2. Refer to civil drawings for all notes and information related to existing
and proposed utilities including location of existing utilities prior to any
site demolition or clearing or associated with any site grading or
trenching operations.
3. All existing and proposed utility structures including but not limited to
valve boxes, sewer and storm structures, electrical, water, gas and
telephone boxes and vaults occurring in the location of proposed
improvements shall be reset to the proper grade based on proposed
grades.
4. Existing underground utilities and improvements are shown in their
approximate locations based upon record information available at the
time of preparation of these plans, refer to civil drawings. Locations
may not have been verified in the field and no guarantee is made as
to the accuracy and completeness of the information shown. The
exact location and elevation of utilities shall be determined by the
contractor.
5. Contractor to recycle, strategize waste reduction, & divert demolished
materials where possible.
E
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LICEA
FO FILAC AINRO
RC
H
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T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:19 PM
EXISTING/DEMO
ELEVATIONS
AD3.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 (E) ROOF TO BE REMOVED
2 (E) WINDOWS TO BE REMOVED
3 (E) HARDSCAPE TO BE DEMOLISHED
4 (E) PLANTED AREA TO BE REMOVED
5 (E) TRELLIS TO BE REMOVED
6 (E) DOORS TO BE REMOVED
7 (E) PLANTER TO BE REMOVED
8 (E) PLANTERS TO BE REMOVED
9 (E) WATER FEATURE TO BE REMOVED
KEYNOTES
1/8" = 1'-0"
1(E) ELEVATION 1
1/8" = 1'-0"
3(E) ELEVATION 3
1/8" = 1'-0"
4(E) ELEVATION 4
1/8" = 1'-0"
5(E) ELEVATION 5
1/8" = 1'-0"
6(E) ELEVATION 6
1/8" = 1'-0"
7(E) ELEVATION 7
Page 58 of 228
(255.75)FL(256.21)TC(253.32)TC(252.88)FL(252.16)FL(252.69)TC(252.61)TC(253.15)TW(253.17)TW(253.11)TW(253.08)TW(253.05)TW(253.14)TW(253.29)TW(253.28)TW(252.85)TW(252.86)TW(252.00)TC(253.19)TC(252.74)FL(254.58)FL(255.01)TC(2 6 0 .6 7 )T W (260.66)TW(260.68)TW(260.68)TW(260.73)TW(260.71)TW(260.56)TW(260.52)TW(260.54)TW(260.53)TW(260.50)TW(260.58)TW(260.60)TW(258.94)TW(258.88)TW(258.88)TW(2 5 8 .9 3 )T W(260.48)TW(260.51)TW(260.52)TW(260.58)TW(260.56)TW(260.59)TW(260.54)TW(260.57)TW(260.57)TW(260.53)TW(259.74)TW(262.52)TWTRBRW DYLTELEV.: (259.93)TRBRW DYLTELEV.: (259.92)(259.46)TW(259.45)TW(259.85)TW(259.84)TWGAZEBO WD DECKELEV.: (263.91)(249.80)TW(249.69)TW(247.80)TW(244.12)TW(238.12)TW(235.66)TW(252.81)TW(252.81)TW(253.07)TW(253.09)TW(233.88)TW(224.58)TW(221.13)TW(219.57)TW(218.84)TW(218.88)TW(213.51)TW(213.01)TW(210.62)TW(207.38)TW(204.34)TW(198.74)TW(218.53)TW(218.53)TW(215.58)TW(215.67)TW(218.02)TW(217.93)TW(218.01)TW(218.77)TW(218.84)TW(219.03)TW(218.93)TW(182.09)TW(187.32)TW(193.24)TW(195.15)TW(249.04)TW(251.72)TW(253.72)TW(253.71)TW(253.71)TW(253.69)TW(2 5 3 .6 8 )T W
(253.71)TW(256.36)TW(260.95)TW510.72'510.72'510.72'510.72'510.72'510.72'497.84'497.84'266.57'266.57'267.25'45.16'4 4 .6 4 '510.72'497.84'(199.74)FL(200.00)TBERM(202.29)TC(201.60)FL(201.22)FL(201.94)TC(205.75)TC(205.21)FL(205.58)FL(206.09)TC(209.77)TC(209.26)FL(209.90)TC(209.37)FL(213.20)TW(213.72)TW(213.73)TW(210.47)TC(210.19)FL(214.95)FL(215.36)TC(219.44)TC(218.93)FL(222.74)FL(223.18)TC(227.15)TC(226.58)FL(230.24)FL(230.86)TC(233.71)FL(234.21)TC(237.34)FL(237.84)TC(233.69)FL(233.46)TC(230.88)TC(230.34)FL(226.94)FL(227.48)TC(223.75)TC(223.29)FL(219.42)FL(219.77)TC(215.77)TC(215.21)FL(212.82)FL(213.26)TC(210.59)TC(210.14)FL(249.48)FL(240.80)FL(241.28)TC(237.95)TC(237.43)FL(240.95)FL(241.40)TC(254.07)FL(254.50)TC(256.73)TC(256.28)FL(257.94)FL(258.36)TC(259.27)TC(258.80)FL(259.33)FL(259.81)TC(259.85)TC(259.36)FL(258.94)FL(259.38)TC(258.69)TC(258.23)FL(257.24)FL(257.67)TC(258.77)TC(258.34)FL(258.80)FL(259.25)TC(258.76)TC(258.37)FL(257.23)FL(257.66)TC(256.12)TC(255.70)FL(253.67)TC(253.24)FL(252.36)FL(251.78)FL(252.81)TC(252.22)TC(250.87)TW(251.13)TW(251.23)TW(251.08)TW(251.17)TW(251.65)TW(251.43)TWTRBRW DYLTELEV.: (251.50)TOP STEPELEV.: (251.99)BTM STEPELEV.: (249.27)(252.24)TW(252.37)TW(252.39)TW(254.67)TW(254.66)TW(254.69)TW(254.64)TW(254.61)TW(254.64)TW268.3'311.6'(252.61)FS(252.52)FS(252.52)FS(252.54)FS18" SPLIT(260.08)FS(257.12)FS(256.83)FS(256.69)FS(256.52)FS(256.38)FS(256.34)FS(256.38)FS(256.38)FS(256.43)FS(256.57)FS(256.70)FS(256.73)FS(259.20)FS(257.04)FS(257.13)FS(257.23)FS(257.08)FS(257.06)FS(256.94)FS(257.03)FS(257.14)FS(257.20)FSPP18" PINE18" PINE18" PINE18" PINE8" TRI8" TRI22" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID16" TWIN DECID12" PINE12" PINE12" PINE18" DECID8" TRI(249.43)FS(215.50)FS(215.11)FS6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE6-8" PINE12" PINE12" PINE12" PINE12" PINE6-8" PINE6-8" PINE6-8" PINE16" DECID16" DECID18" PINE18" PINE18" PINE(172.36)FS6" PALM6" PALM20" PALM24"CBRWGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSGRASSDIRTDIRTDIRTDIRTDIRTGRASSGRASSGRASSBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKBRICKPOOLJACUZZICONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BRICKTENNISCOURT24"CBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRW8"RBRWDIRTDIRTDIRTDIRTDIRTDIRTDIRT(165)(170)(175)(180)(185)(190)(195)(200)(205)(2 1 0 )
(2 1 5 )
(2 2 0 )
(2 2 5 )
(2 3 0 )
(23 5 )(235)(240)(240)(245)(245)(166)(167)(168)(169)(171)(172)(173)(174)(176)(177)(178)(179)(181)(182)(183)(184)(186)(187)(188)(189)(191)(192)(193)(194)(196)(197)(198)(199)(201)(202)(203)(204)(206)(207)(208)(2 0 9 )(2 1 1 )(2 1 2 )(2 1 3 )(2 1 4 )(2 1 6 )(2 1 7 )(2 1 8 )(2 1 9 )
(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )(2 2 8 )(2 2 9 )(2 3 1 )(2 3 2 )(2 3 3 )(2 3 4 )(236)(236)(237)(2 3 7 )(237)(238)(238)(2 3 8 )(238)(239)(239)(2 3 9 )(239)(241)(241)(242)(242)(243)(243)(243)(244)(244)(246)(246)(2 47 )(247)(248)(248)(2 5 0 )(255)(2 49 )(2 5 1 )(252)(2 5 3 )(2 5 4 )(256)(257)(258)(259)(255)(255)(260)(260)(260)(252)(252)(253)(253)(254)(254)(256)(256)(257)(258)(259)(259)(261)(261)(2 6 1 )(262)(262)(262)(263)(263)(205)(210)(215)(220)(225)
(2 30 )
(2 35)(240)(2 4 5 )(250)(2 5 5 )(260)(201)(202)(203)(204)(206)(207)(208)(209)(211)(212)(213)(214)(216)(217)(218)(219)(221)(222)
(223)
(2 24)
(226)
(227 )
(228 )
(2 29)
(23 1 )
(232)
(2 33)
(2 34 )(236)(237)(238)(239)(241)(242)(2 4 3 )
(2 4 4 )(246)(247)(248)(249)(251)(252)(2 5 3 )
(2 54 )(2 56)(2 5 7 )(2 5 8 )(259)(261)(262)(215)(220)(2 2 5 )(2 3 0 )
(235)
(2 4 0 )
(2 45)(216)(217)(2 1 8)(219)(2 2 1 )(2 2 2 )(2 2 3 )(2 2 4 )(2 2 6 )(2 2 7 )
(2 2 8 )
(2 2 9 )
(231)
(232)
(233)
(234)
(236)
(2 37 )
(238)
(2 3 9 )
(2 4 1 )
(244 )
(246)
(247)
(2 48)(249)(245)(250)(241)(242)(243)(244)(246)(247)(247)(247)(248)(249)(251)(252)PARCEL 2C(15' WIDE INGRESS/EGRESS EASEMENT)(200.08)FSWM(200.51)FS(20 0.2 0)FS
24" PINE6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECID6-8" DECIDUTLITYUTLITYEL PB(249.68)FS(249.86)TC(255.98)FS6-8" DECID6-8" DECID6-8" DECID(263.9)FG16" EUC16" EUC18" DECID18" DECID18" DECID18" DECID16" EUC26" EUC26" EUC26" EUC12" DECID(249.42)FS(249.14)FS(249.38)FS(249.48)FS(249.45)FS(249.57)FS(249.62)FS(252.38)FS(251.12)FS10' EASEMENT25'-011__16" ADU SETBACK35' SETBACK50'REAR SETBACK35'SIDE SETBACK35'SETBACK35'SETBACKFD N+W @ PROP. COR.ELEV.: (199.71)1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE
ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH GROUND
SLOPE.
2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL,
MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPEMENT OR WORK.
3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS
OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE
CHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS
AND ORIENTATION OF THE PLAN.
4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN TO THE CENTER LINES OF
COLUMNS AND STUDS IN PARTITION WALLS U.N.O.
5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB OR
SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE TOP
PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF
THE ARCHITECT.
6. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING CONDITIONS.
SITE PLAN NOTESLEGEND
PROPERTY LINES
BUILDING SETBACK
EXISTING BUILDING LINE
EXISTING DRIVEWAY
TO REMAIN
(N) MAIN HOUSE WITH
6 CARS GARAGE
REAR SETBACK50'-0"SIDE SETBACK35'-0"3 5 '-0 "
35'-0"
P.C.
P.C.
P.C.
P.C.
N E A R E S T F IR E H Y D R A N T 6 " X 4 " X 2 1 /2 " O U T L E T IS 1 0 5 '-0 " S O U T H F R O M P R O P E R T Y C O R N E R P R O P E RT Y L I N E P R O P E RT Y L I N E
P R O P E RT Y L I N E
P R O P E R T Y L I N E P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E
S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S E T B A C K L I N E S
E
T
B
A
C
K
L
I N
E
1
2
3
4
5
6
7
8
9
10
2
0'-
0
"20'-0"(CLEAR WIDTH OPEN TO SKY)(CL
EAR WI
DT
H OP
E
N
T
O SKY)
G E O R G E F F R O A D 4 4 .6 4 '64.94'150.11'61.54'107.14'1
0
6
.
6
1
'
323.94'510.72'497.84'266.57'267.25'45.16'15'-0" WIDE INGRESS/ EGRESS EASEMENT9
11
2 2 '-7 1 /2 "20'-0 1/2"S L O P E 2 %
(N) TENNIS CABANA
792 SQFT
8 '-8 " P A T H
EXISTING TRAILE A S E M E N T
2 5 '-0 "
S I D E S E T B C A K
3 5 '-0 "
SIDE SETBACK
35'-0"
S
I
DE
S
E
T
B
A
CK
3
5
'-
0
"EASEMENT25'-0"12
13
46'
-0"
2 2 '-0 "14 EX. HOUSE OUTLINEEX. HOUSE OUTLINE
EX. HOUSE OUTLINE
EX. HOUSE OUTLINEEX. HOUSE OUTLINE11'-0" WIDE PATH
15
15
15
JUANITA CRANE TRAIL
JUANITA CRANE TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAILFULD'S FURLONG TRAIL16
13,878 SQFT
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER
0'60'30'707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:25 PM
SITE PLAN
A1.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1" = 30'-0"
1PROPOSED SITE PLAN 1 GEORGEFF
1 (N) POOL 43'X17'
2 (N) SPA
3 (N) SUNKEN FIREPIT
4 (N) OUTDOOR SHOWER
5 (N) ONSEN GARDEN
6 (N) PRODUCTION GARDEN AND ORCHARD
7 (N) MOTORCOURT
8 (N) 9" RAISED DECK - FFL 255.75'
9 (N) FIRE APPARATUS TURNAROUND - HAMMERHEAD
10 (N) SPIGOT WALL
11 FUTURE CORRAL AND STABLE
12 (N) STABLE ACCESS ROAD
13 (N) PROPOSED SEPTIC SYSTEM LOCATION
14 (N) TENNIS CABANA
15 (N) RETAINING WALL
16 (E) 90 SQFT TRASH ENCLOSURE WITH FENCE
KEYNOTES
Set aside area for future stable and corral
N
PLAN NORTH
2 Fire Dept.
Corrections
Date 2
Page 59 of 228
(N) MAIN HOUSE
6 CARS GARAGE
2 0 '-1 0 "
35'-0"50'-0"35'-0"3 5 '-0 "
35'-0"
P.C.
P.C.
P.C.
P.C.P R O P E RT Y L I N E P R O P E RT Y L I N E S E T B A C K L I N E S E T B A C K L I N E
(N) TENNIS
CABANA
97'-6"
1 0 5 '-2 "224'-7"55'-7"35'-0"9
6
'-
6
"174'-6"290'-11"52'-1"7567-015-034
7567-015-026
7567-015-001
7567-015-035
7567-015-036
7567-015-037
7567-015-014
7567-015-013
7567-015-011
7567-015-0127567-015-013
7567-015-024 83'-4 1/2"E
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:38 PM
VICINITY MAP
A1.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1/64" = 1'-0"
11 GEORGEFF -VICINITY MAP
N
PLAN NORTH
Page 60 of 228
OvenREF.DN
UP
14
13
12
11
10
9
8
7
6
5
4
3
2
1
A3.01
1
A3.01
2
A3.01 4
W.I.C 2
133
TATUM'S BEDROOM
130
ENTRANCE
118
GALLERY
129
FOYER
117
LIVING ROOM
119
JORDAN'S BEDROOM
132
HER OFFICE
110
WRAPPING RM
108
BUTLER'S KITCHEN
113
PANTRY
111
HIS OFFICE
116
DINING ROOM
120
PRIMARY SUITE
124
HER CLOSET
125
STORAGE
123
SPA
139
PRIMARY BATH
126
PWDR.
112
POOL BATH
121
HIS CLOSET
122
MASSAGE
138
PWDR.
137
W.I.C 1
127
BATH 1
128
BATH 2
134
HALLWAY
131
KITCHEN
115
WINE CELLAR
114
T
D/W
T
D/W
W
W
D
D
R
MIRROR/TV/BARRE
GOLF SIMULATOR
CAB.
WET BAR BENCHF
WD
STORAGE
LIN.
ONSEN
COLD PLUNGE
CLOSET
BENCH
BENCH
LIN.
LIN.
SAUNA
BENCH
A3.01
3
1
1
1
1
2
2
35'-0" SETBACK LINE 35'-0" SETBACK LINE
GARAGE
101
SHOE CLOSET
104
GUEST ROOM
106
LAUNDRY
107
BATH
102
W.I.C.
103
BATH
109
STORAGE
105
OUTDR SHWR
140
STAIRS
141
3
3
GOLF SIMULATOR
136
1
1
1
1
4
A3.00
1
A3.00
2
A3.003A3.00 4
110
104
124
117
100
145
116
151
142
114
135
134
150
159
113
101
112
139
102
146
136
137 140
138
144
149
160
141
156 157
118
108
153 154
120
111
121
148
147
123
158
152
155
143
115
161
109
103
131
133
126
125
127
132
x
128
130
129
107
106
105
108
122
119
4
1'-
7
3
/
4
"61'-8 1/2"79'-6 1/2"31'-8"4'-0"60'-5"11'-3 1/4"35'-5 3/4"13'-10"22'-0"16'-5"22'-0"6'-11 1/2"
67'-4 1/2"60'-0 1/2"25'-8"44'-10 1/4"25'-8"22'-1 1/2"35'-2"25'-8 3/4"10'-6 1/2"30'-4 1/2"40'-10 3/4"16'-1 3/4"10'-6 1/2"24'-11 1/2"AA
AB
AD
AM
AJ
AI
AK
AL
AC AE
AF
AH
AG
AN
38'-2 1/2"66'-2 3/4"72'-1"EX BUILDING LINEEX BUILDING LINEEX BUILDING LINE EX BUILDING LINEEX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
LEGEND
101 ROOM TAG
KITCHEN
NEW WALLS
SPLIT LINES
BUILDING EAVE LINES
1. DIMENSIONS INDICATED ON PLANS FOR
HORIZONTAL CONTROL ARE ACCURATE IF
MEASURED ON A LEVEL LINE NOT PARALLEL
WITH GROUND SLOPE.
2. COORDINATE PARTITION FRAMING WITH
REQUIRED STRUCTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL WORK.
3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL
SIMILAR CONDITIONS, UNLESS OTHERWISE
NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE
CHARACTERISTICS TO THE ELEVATION OR
DETAIL NOTED. VERIFY DIMENSIONS AND
ORIENTATION OF THE PLAN.
4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN
AT EXTERIOR FACE OF STUD AT ALL EXTERIOR
WALLS AND TO THE CENTERLINE OF STUDS IN
ALL INTERIOR WALLS U.N.O.
5. HEIGHT DIMENSIONS ARE MEASURED FROM THE
TOP OF THE SLAB OR SHEATHING, (UNLESS
NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE
TOP PLATE ELEVATION. DIMENSIONS ARE NOT
ADJUSTABLE WITHOUT REVIEW OF THE
ARCHITECT.
6. CEILING HEIGHT DEIMENSIONS LABELED WITH
"MIN." SHOULD BE CONSTRUCTED TIGHT TO THE
STRUCTURE OR DUCTING ABOVE.
7. CONTRACTOR TO FIELD VERIFY DIMENSIONS
FOR ANY EXISTING CONDITIONS.
8. WRAP ALL DRAINAGE PIPES LOCATED INSIDE OF
WALLS TO MINIMIZE SOUND TRANSMISSION.
FLOOR PLAN NOTES
STORAGE
100
3'-
6
"14'-3"2
2'-
1
"
4'-
0
"
2
6'-
1
"14'-9"29'-11"35'-4 1/2"28'-9"E
TATSNS E D
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FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:41 PM
MAIN HOUSE
OVERALL
FLOOR PLAN
A2.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1/8" = 1'-0"
1PROPOSED MAIN HOUSE OVERALL FLOOR PLAN
1 (N) SKYLIGHT
2 (N) FIREPLACE
3 (N) BASEMENT FOOTPRINT
4 (N) 200 GALLON FISH TANK
KEYNOTES
1/8" = 1'-0"
2PROPOSED BASEMENT FLOOR
N
PLAN NORTH
Page 61 of 228
SEE RCP FOR CEILING CONDITION AND TO VERIFY
ROOF VENTING NEEDS.
ALL ROOF COVERINGS SHALL BE CLASS "A" PER
BUILDING CODE 1505.1.1
VALLEY FLASHING SHALL BE NOT LESS THAN 0.019",
NO. 26 GAGE GALVANIZED SHEET CORROSION
RESISTANT METAL INSTALLED OVER NOT LESS THAN
ONE LAYER OF MINIMUM 72 POUND MINERAL
SURFACED NON PERFORATED CAP SHEET
COMPLYING WITH ASTM D3903, ATLEAST 36" WIDE
RUNNING THE FULL LENGTH OF VALLEY, PER R337.5.3
BUILDING CODE 705A.3.
ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS
TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS
IN THE GUTTER PER RESIDENTIAL CODE R337.5.4 AND
BUILDING CODE 705A.4
ROOF PLAN NOTES
CBC 1203.2 ATTIC SPACES.
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES
FORMED WHERE CEILINGS ARE APPLIED DIRECTLY
TO THE UNDERSIDE OF ROOF FRAMING MEMBERS
SHALL HAVE CROSS VENTILATION FOR EACH
SEPARATE SPACES BY VENTILATION OPENINGS
PROTECTED AGAINST THE ENTRANCE OF RAIN AND
SNOW. BLOCKING AND BRIDGING SHALL BE
ARRANGED SO AS NOT TO INTERFERE WITH THE
MOVEMENT OF AIR. AN AIRSPACE OF NOT LESS THAN
1 INCH (25 MM) SHALL BE PROVIDED BETWEEN THE
INSULATION AND THE ROOF SHEATHING. THE NET
FREE VENTILATING AREA SHALL NOT BE LESS THAN
1/150TH OF THE AREA OF THE SPACE VENTILATED.
CBC 1203.2.1 OPENINGS INTO ATTIC.
OPENINGS FOR VENTILATION HAVING A LEAST
DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE
PROVIDED WITH CORROSION-RESISTANT WIRE
CLOTH SCREENING, HARDWARE CLOTH,
PERFORATED VINYL OR SIMILAR MATERIAL WITH
OPENINGS HAVING A LEAST DIMENSION OF NOT LESS
THAN 1/16 INCH (1.6 MM) AND NOT MORE THAN 1/4
INCH (6.4 MM).
EAVE VENTING NOT PERMITTED DUE TO HIGH FIRE
ZONE. ATTIC TO BE VENTED WITH AN INTAKE VENT
SYSTEM BUILT INTO THE VASCIA (DCI FASCIA VENTS)
AND VENTED TO A RIDGE VENT (DCI SS-VENT). SEE
SHEET A0.20 FOR SPEC SHEET.
ATTIC VENT NOTES
ATTIC 1
ATTIC AREA : 2417 SQFT
MIN REQ. VENTING AREA : 2417/150 = 16.11 SQFT
(2319 SQ INCHES)
6 VENTS
ATTIC 2
ATTIC AREA : 3195 SQFT
MIN REQ. VENTING AREA : 3195/150 = 21.3 SQFT
(3067 SQ INCHES)
8 VENTS
ATTIC 3
ATTIC AREA : 4601 SQFT
MIN REQ. VENTING AREA :4601/150 = 30.67 SQFT
(4416 SQ INCHES)
10 VENTS
ATTIC 4
ATTIC AREA : 1537 SQFT
MIN REQ. VENTING AREA : 1537/150 = 10.24 SQFT
(1474.56 SQ INCHES)
4 VENTS
ATTIC VENT CALCULATION
BB
BC
BD BE
BF BG
BH
BI BJ
BK
BP4:124:125:12 5:12 4:124:12 4:12
4
:
1
2
4
:
1
2 4:124:124:124:124:124:124:124:121
1
1
1
2
1
3
3
3
BA
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
9'-6"
10'-6"10'-6"
9'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"
8'-6"9'-6"8'-6"
9'-6"
1'-
6
"1'-6"1'-
6
"1'-6"4"
4"1'-6"10'-6"10'-6"1'-6"4"1'-6"1'-6"1'-6"1'-6"1'-6"
5'-7 1/2"
1'-6"
4"1'-6"4"
1'-6"1'-6"1'-6"1'-6"4"1'-6"1'-6"79'-6 1/2"4
1'-
7
3
/
4
"61'-8 1/2"13'-7 3/4"
31'-8"
21'-10 1/2"21'-11 1/2"30'-4 1/2"25'-8 3/4"35'-2"22'-1 1/2"44'-10 1/4"59'-3 3/4"BL BM BN BO
272'-9 1/32"
269'-1 9/16"
269'-1 9/16"
269'-1 17/32"
270'-2 1/8"
268'-3 1/4"
268'-5 19/32"
267'-8 5/32"
268'-11 1/2"
38'-2 1/2"66'-2 3/4"72'-1"EX BUILDING LINEEX BUILDING LINEEX BUILDING LINE EX BUILDING LINEEX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX BUILDING LINE
EX. ROOF LINEEX. ROOF LINE EX. ROOF LINE40'-3"67'-2 3/4"67'-2 3/4"EX. ROOF LINE
EX. ROOF LINE EX. ROOF LINE
EX. ROOF LINE
EX. ROOF LINEEX. ROOF LINE20'-2 1/2"18'-10"15'-10 1/4"70'-11 1/4"9'-0 3/4"
2
2'-
9
"66'-0 1/2"59'-3 3/4"
4
4
4
4
4
4
5
5
5
5
5
5
5
5
E
TATSNS E D
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RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
1:30:16 PM
MAIN HOUSE -
ROOF PLAN
A2.061 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1/8" = 1'-0"
1PROPOSED MAIN HOUSE ROOF PLAN
1 (N) 5" GUTTER
2 (N) STONE CHIMNEY
3 (N) FASCIA PANEL
4 (N) ATTIC VENT
5 OUTLINE OF WALL BELOW
KEYNOTES
N
PLAN NORTH
2 Fire Dept.
Corrections
Date 2
Page 62 of 228
REF1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE
ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH
GROUND SLOPE.
2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL,
MECHANICAL, PLUMBING, AND ELECTRICAL WORK.
3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS,
UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS
COMPARABLE CHARACTERISTICS TO THE ELEVATION OR DETAIL
NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE PLAN.
4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN AT EXTERIOR FACE
OF STUD AT ALL EXTERIOR WALLS AND TO THE CENTERLINE OF
STUDS IN ALL INTERIOR WALLS U.N.O.
5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB
OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO
THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE
WITHOUT REVIEW OF THE ARCHITECT.
6. CEILING HEIGHT DEIMENSIONS LABELED WITH "MIN." SHOULD BE
CONSTRUCTED TIGHT TO THE STRUCTURE OR DUCTING ABOVE.
7. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING
CONDITIONS.
8. WRAP ALL DRAINAGE PIPES LOCATED INSIDE OF WALLS TO MINIMIZE
SOUND TRANSMISSION.
FLOOR PLAN NOTES
(E) TENNIS COURT257'-0"
(N ) T E N N I S C A B A N A
A3.01
6
A3.015
A3.01 8
A3.01
7
1 '-6 "3 0 '-0 "
1 '-6 "
1 '-6 "
3 6 '-0 "
1 '-6 "1'-6"1'-6"21'-0"1'-6"1'-6"27'-0"10'-8"3 '-6 "4 '-4 "2 '-0 "9'-0"(N ) S E A T I N G A R E A
2
312'-0 1/2"5 '-0 "
7 '-3 1 /2 "12'-6 1/2"12'-11 1/4"7 '-5 3 /4 "
8 '-2 1 /2 "
260'-6"
R @ 7"6
8 '-6 "8'-6"8'-6"8 '-6 "
1
(E) TENNIS COURT
(N ) T E N N I S C A B A N A
EAVE 269'-2 1/4"
RIDGE 273'-8 5/32"
EAVE 269'-2 1/4"
EAVE 269'-2 1/4"
EAVE 269'-2 1/4"
3 6 '-0 "26'-11 1/2"4:124 :1 2
4 :1 2
4:12E
TATSNS E D
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FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:49 PM
TENNIS
CABANA-
FLOOR &
ROOF PLAN
A2.071 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
N
PLAN NORTH
1/8" = 1'-0"
1PROPOSED TENNIS CABANA
1 (N) 2-WAY FIREPLACE
2 (N) BBQ
3 (N) 2 WAY FIRE PLACE
KEYNOTES
1/8" = 1'-0"
2PROPOSED TENNIS CABANA ROOF PLAN
Page 63 of 228
GROUND FLOOR
252'-9 19/32"
T.O. ROOF
272'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
BASEMENT FLOOR
244'-9 19/32"6'-0"15'-8"20'-0"16'-4"1 1 1 2
344 4
6
7
7 7
8
GROUND FLOOR
252'-9 19/32"
T.O. ROOF
272'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
BASEMENT FLOOR
244'-9 19/32"6'-0"15'-8"16'-2"17'-4 1/2"2
4
4
4
5 1 1
7
7
7
8
GROUND FLOOR
252'-9 19/32"
T.O. ROOF
272'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"15'-8"16'-2"20'-0"511136
GROUND FLOOR
252'-9 19/32"
T.O. ROOF
272'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
BASEMENT FLOOR
244'-9 19/32"
8
5 1
7 7
3
34
E
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I
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:51 PM
MAIN HOUSE
EXTERIOR
ELEVATIONS
A3.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 (N) SKYLIGHT
2 (N) 6' EXTERIOR SHOWER WALL
3 (N) STONE WALL
4 (N) STUCCO WALL
5 (N) STONE CHIMNEY
6 (N) STONE LINTEL
7 (N) COMPOSITE ROOF TILES
8 (N) BASEMENT
KEYNOTES
1/8" = 1'-0"
1MAIN HOUSE SOUTH ELEVATION
1/8" = 1'-0"
2MAIN HOUSE NORTH ELEVATION
1/8" = 1'-0"
3MAIN HOUSE EAST ELEVATION
1/8" = 1'-0"
4MAIN HOUSE WEST ELEVATION
Page 64 of 228
GROUND FLOOR
252'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
1
16'-4"7'-6"T.O ROOF
272'-5 3/4"
GROUND FLOOR
252'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
2
1
3 16'-4"7'-6"T.O ROOF
272'-5 3/4"
GROUND FLOOR
252'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
3
1
6'-0"7'-6"16'-2"T.O ROOF
272'-5 3/4"
GROUND FLOOR
252'-9 19/32"
8'-6" PLATE
HEIGHT
261'-3 19/32"
9'-6" PLATE
HEIGHT
262'-3 19/32"
10'-6" PLATE
HEIGHT
263'-3 19/32"
2
4 15'-8"A3.01
1
A3.01
2
A3.01 4
A3.01
3
PROPOSED
CABANA FFL
260'-6"
TENNIS CABANA
CEILING
269'-0"3'-0"8'-6"6
13'-2 1/4"PROPOSED
CABANA FFL
260'-6"
TENNIS CABANA
CEILING
269'-0"8'-6"13'-2 1/4"2'-0"10"1'-0"5 6
PROPOSED
CABANA FFL
260'-6"
TENNIS CABANA
CEILING
269'-0"8'-6"5
613'-2 1/4"8'-1 1/4"PROPOSED
CABANA FFL
260'-6"
TENNIS CABANA
CEILING
269'-0"8'-6"E
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RC
H
I
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8'
#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:53 PM
MAIN HOUSE
AND TENNIS
CABANA
EXTERIOR
ELEVATIONS
A3.011 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
1 (N) COMPOSITE ROOF TILES
2 (N) SKYLIGHT
3 (N) STUCCO WALL
4 (N) STONE WALL
5 (N) 2 WAY FIRE PLACE
6 (N) BBQ
KEYNOTES
1/8" = 1'-0"
1MAIN HOUSE SOUTH -WEST PART ELEVATION
1/8" = 1'-0"
2MAIN HOUSE NORTH -WEST PART ELEVATION
1/8" = 1'-0"
3MAIN HOUSE NORTH -EAST PART ELEVATION
1/8" = 1'-0"
4MAIN HOUSE WEST PART ELEVATION
KEYPLAN FOR ELEVATION
1/8" = 1'-0"
5PROPOSED TENNIS CABANA EAST ELEVATION
1/8" = 1'-0"
6PROPOSED TENNIS CABANA NORTH ELEVATION
1/8" = 1'-0"
7PROPOSED TENNIS CABANA SOUTH ELEVATION
1/8" = 1'-0"
8PROPOSED TENNIS CABANA WEST ELEVATION
Page 65 of 228
1. Wood flush -type doors shall be 1 3/4" thick minimum with solid core
construction 91.6709.1 -door stops of in-swinging doors shall be of one-
piece construction with the jamb or joined by rabbet to the jamb. (6709.4)
2. Provide dead bolts with hardened inserts; deadlocking, latch with key-
operated locks on exterior. Locks must be openable from inside without key,
special knowledge or special effort (latch not required in B,F, and S
occupancies. (6709.2)
3. Straight dead bolts shall have a min. throw of 1" and an embedment of not
less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have
a minimum throw of 3/4".
4. Doors opening into one-hour resistive corridors shall be protected with a
smoke or draft-stop fire assembly having a minimum 20-minute rating.
5. The use of a locking system which consists of a deadlocking latch operated
by a doorknob and a deadbolt operated by a non-removable thumb turn
which is independent of the deadlocking latch and which must be separately
operated, shall not be considered as a system which requires special
knowledge or effort when used in dwelling units. The door knob and the
thumb turn which operates the deadbolt shall not be separated by more than
8 inches.
6. Garage door springs: (per section R309.5)
A. Spring shall be fabricated from either hard-drawn spring wire (per
ASTM-A227-21) or oil tempered wire (per ASTM-A229-71).
B. Minimum design standard shall be 9,000 cycles.
C. Physical cycling tests shall be performed and certified by an
approved testing agency.
D. Each spring shall be equipped with an approved device capable of
restraining the spring or any part thereof in the event it breaks,
containment device shall be tested and certified by an approved
testing agency.
7. Use safety glazing in windows/glass doors located in hazardous locations
per sect. R308.4. See plans for affected windows/doors
A. Safety glazing is required in wall enclosures, or fences containing or
facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs,
showers, and indoor or outdoor swimming pools where the bottom
exposed edge of the glazing is less than 60 inches measure
vertically above any standing or walking surface.
B. Safety glazing is required in all fixed panels of swinging, sliding, and
bifold doors.
C. Safety glazing is required when the bottom edge of the glazing is
less than 18" above the floor.
D. Safety glazing is required when the top edge of the glazing is
greater is than 36 inches above the floor
8. Exterior glazing shall be MULTI-PANE units with a minimum of ONE
TEMPERED PANE, or glass block units, or minimum 20-min. rated, or
complies withSFM 12-7A-2.
9. Exterior doors shall meet one of the following:
a. Noncombustible material OR
b. Ignition-resistant material OR
c. Solid core wood having stiles and rails not less than 1-3/8-in. thick with
interior panel thickness not less than 1-1/4-in. thick. OR
d. Minimum 20-min. rated OR
e.Complies with SFM 12-7A-1
10. Door & frame material
Indicates the primary construction material of the door. Refer to the
abbreviations below for door materials.
AL =Aluminum
AL CL =Aluminum Clad Wood
CL =Chain Link
ST =Steel
SR =Sound Rated Door
PT =Paint
WD =Wood
WM =Wire Mesh
VN =VINYL
11.Owner shall approve all materials, finishes, and product selections
prior to procurement.
DOOR NOTES
A B
MAIN ENTRANCE
WROUGHT IRON GLASS DOORS
WITH SIDE LITES
GLASS DOUBLE DOOR
WITH FIXED SIDE LITES
8X3 GRID
C
SINGLE GLASS DOOR
2X3 GRIDHEIGHT WIDTH
HEIGHTWIDTH
HEIGHTWIDTH
HEIGHTWIDTH
D
SOLID WOODEN DOOR
E
WOODEN DOOR -STORAGEHEIGHTWIDTH
F
SINGLE GLASS DOOR WITH
FIXED SITE LITES
6X3 GRIDHEIGHTWIDTH
FIXED
FIXED FIXED
HEIGHTWIDTH
G
SINGLE GLASS DOOR WITH
FIXED SITE AND TOP LITES
FIXED HEIGHTWIDTH
H
PAIR GLASS DOORS
PAIR GLASS DOORS WITH
FIXED GLASS SIDE LITES
6X3 GRID
IHEIGHTWIDTH
FIXED HEIGHTWIDTH
GLASS DOOR WITH
FIXED GLASS SIDE LITES
4X3 GRID
J
FIXED FIXED
ROLL UP GARAGE DOOR
K HEIGHTWIDTH
ROLL UP GARAGE DOOR
L
WIDTH
HEIGHTSINGLE FLUSH DOOR
M
FLUSH DOUBLE DOOR
NHEIGHTWIDTH WIDTH
HEIGHTSINGLE POCKET DOOR
O
SPLIT PANEL POCKET DOOR
PHEIGHTWIDTH
WIDTH
HEIGHTE
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:55 PM
DOOR
SCHEDULE
A6.001 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
DOOR SCHEDULE
DOOR #
DOOR FRAME
HARDWAREFIRE RATING SHGC U-VALUECOMMENTSSIZE
TYPETHICKNESSMATERIALFINISHMATERIALFINISHWIDTHHEIGHTGROUND FLOOR
100 9'-0"9'-6"A
101 12'-0"8'-0"B
102 3'-0"7'-6"C
103 3'-0"7'-6"C
104 3'-0"7'-6"C
105 8'-0"7'-6"K
106 8'-0"7'-6"K
107 8'-0"7'-6"K
108 3'-0"7'-6"C
108 8'-0"7'-6"K
109 9'-0"7'-6"I
110 12'-0"7'-6"B
111 3'-0"7'-6"C
112 12'-0"9'-0"B
113 12'-0"9'-0"B
114 6'-0"7'-6"J
115 9'-0"7'-6"I
116 6'-0"7'-6"H
117 9'-0"9'-4 1/2"G
118 9'-0"9'-4 1/2"G
119 9'-0"7'-6"F
120 3'-0"8'-0"C
121 9'-0"8'-0"E
122 3'-0"8'-0"D
123 3'-0"8'-0"C
124 12'-0"8'-0"B
125 2'-10"8'-0"M
126 2'-10"8'-0"M
127 2'-10"8'-0"M
128 3'-0"8'-0"M
129 2'-10"8'-0"M
130 3'-0"8'-0"M
131 3'-0"8'-0"M
132 3'-0"8'-0"O
133 2'-10"8'-0"M
134 5'-4"8'-0"P
135 3'-0"8'-0"M
136 3'-0"8'-0"M
137 3'-0"8'-0"O
138 5'-0"8'-0"N
139 3'-0"8'-0"M
140 3'-0"8'-0"O
141 12'-0"8'-0"B
142 3'-0"8'-0"M
143 5'-0"8'-0"N
144 2'-8"8'-0"M
145 3'-4"7'-11"M
146 3'-4"7'-11"M
147 2'-8"8'-0"M
148 2'-8"8'-0"M
149 3'-0"7'-11"M
150 3'-4"7'-11"M
151 3'-0"8'-0"M
152 3'-0"8'-0"M
153 2'-8"7'-0"M
154 2'-8"7'-0"M
155 3'-0"8'-0"M
156 2'-8"8'-0"M
157 2'-8"8'-0"M
158 3'-0"8'-0"M
159 2'-8"8'-0"M
160 2'-8"8'-0"M
161 2'-8"8'-0"M
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1. Emergency escape and rescue openings shall have a minimum net clear
opening of 5.7 square feet (R310.1.1). The minimum net clear opening
height shall be 24". The minimum net clear opening width shall be 20".
Emergency escape and rescue openings shall have the bottom of the clear
opening not greater than 44" measured from the floor.
2. For U-Factor & SHGC see Title 24 Analysis.
3. Use safety glazing in windows/glass doors located in hazardous locations
per sect. R308.4. See plans for affected windows / doors:
A. Safety glazing is required in wall enclosures, or fences containing
or facing hot tubs, spas, whirlpools, saunas, steam rooms,
bathtubs, showers, and indoor or outdoor swimming pools where
the bottom exposed edge of the glazing is less than 60 inches
measure vertically above any standing or walking surface.
B. Safety glazing is required in all fixed panels of swinging, sliding,
and bifold doors.
C. Safety glazing is required in an individual fixed or operable panel
that is greater than 9 sf.
D. Owner shall approve all selections
E. Safety glazing is required when the bottom edge of the glazing is
less than 18" above the floor
F. Safety glazing is required when the top edge of the glazing is
greater is than 36 inches above the floor
4. Exterior windows, window walls, glazed doors, and glazed openings within
exterior doors shall be insulating-glass units with a minimum of one
tempered pane, or glass block units, or have a fire-resistance rating of not
less than 20 minutes, when tested according to ASTM E 2010, or conform
to the performance requirements of SFM 12-7A-2 (704A.3.2.2).
5. All new windows to match existing window, where applicable.
6. Owner shall approve all materials, finishes, and product selections
prior to procurement.
7. Window & frame material
Indicates the primary construction material of the window. Refer to the
abbreviations below for window materials.
AL =Aluminum
AL CL =Aluminum Clad Wood
CL =Chain Link
ST =Steel
SR =Sound Rated Door
PT =Paint
WD =Wood
WM =Wire Mesh
VN =VINYL
WINDOW TYPE NOTES
1 2 3SILL HEIGHTHEIGHTWIDTH
STEELWORKS FIXED
GLASS WINDOW
2X2 GRID
STEELWORKS FIXED FULL
HEIGHT GLASS WINDOW
4X3 GRID
STEELWORKS FIXED FULL
HEIGHT GLASS WINDOW
6X3 GRID
WIDTH
4
STEELWORKS FIXED FULL
HEIGHT GLASS WINDOW
3X3 GRIDHEIGHTHEIGHTWIDTH
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
7/11/2025
12:26:55 PM
WINDOW
SCHEDULE
A6.101 GEORGEFF RD. ROLLING HILLS, CA 90274Yang Residence23-014
PLANNING SUBMISSION
WINDOW SCHEDULE
SYMBOL
WINDOW FRAME
SILL HT. (A.F.F.) HEAD HT.(A.F.F.)FIRE RATINGSHGCU-ValueWINDOW HEADER DETAILWINDOW JAMB DETAILWINDOW SILL DETAILCOMMENTSSIZE
TYPEGLAZINGMATERIALFINISHWIDTHHEIGHTGROUND FLOOR
AA 3'-0"4'-6"1 3'-0"7'-6"
AB 6'-0"9'-0"2 0"9'-0"
AC 9'-0"7'-6"3 0"7'-6"
AD 3'-0"4'-6"1 3'-0"7'-6"
AE 3'-0"4'-6"1 3'-0"7'-6"
AF 3'-0"4'-6"1 3'-0"7'-6"
AG 3'-0"4'-6"1 3'-0"7'-6"
AH 3'-0"4'-6"1 3'-0"7'-6"
AI 6'-0"7'-6"2 0"7'-6"
AJ 6'-0"7'-6"2 0"7'-6"
AK 4'-6"8'-0"4 0"8'-0"
AL 4'-6"8'-0"4 0"8'-0"
AM 4'-6"8'-0"4 0"8'-0"
AN 3'-0"4'-6"1 3'-0"7'-6"
Page 67 of 228
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CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
pfernandez@scng.com
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274
Account Number:5007827
Ad Order Number:0011744593
Customer's Reference/PO Number:
Publication:Daily Breeze
Publication Dates:07/10/2025
Total Amount:$754.69
Payment Amount:$0.00
Amount Due:$754.69
Notice ID:TYGzDgZ1HqI5e2BusUNP
Invoice Text:NOTICE OF PUBLIC HEARING AND FIELD TRIP PLANNING COMMISSION OF
THE CITY OF ROLLING HILLS, CALIFORNIA NOTICE IS HEREBY GIVEN, that the
Planning Commission of the City of Rolling Hills will conduct public hearing field trip
visits starting at 7:30 AM on Thursday, July 24, 2025, at the following properties for
the purpose of receiving public input on the projects described below: 1st field trip
7:30 AM 1 HACKAMORE ROAD, ROLLING HILLS, CA 90274 (LOT 30-EF) ZONING
CASE NO. 25-033: SITE PLAN REVIEWS FOR THE CONSTRUCTION OF A NEW
TWO-STORY STABLE, NON-EXEMPT GRADING, EXPANSION OF BUILDING PAD,
WALLS TO EXCEED 3 FEET HEIGHT NOT TO EXCEED MAXIMUM 5 FEET
HEIGHT, AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMIT FOR
STABLE TO EXCEED MAXIMUM 200 SQUARE FEET; AND VARIANCES TO
EXCEED 40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER
THREE FEET IN THE SETBACK AND FINDING THE SAME EXEMPT FROM THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT (MAHLER & NUCCIO) 2nd FIELD
TRIP AT 7:50 AM 1 GEORGEFF ROAD, ROLLING HILLS, CA 90274 (LOT 57-A-1-
MS) ZONING CASE NO. 25-029: SITE PLAN REVIEW TO CONSTRUCT A NEW
SINGLE-FAMILY RESIDENCE WITH BASEMENT, ATTACHED GARAGE, FIVE-
FOOT-HIGH RETAINING WALLS, NON-EXEMPT GRADING, AND RELATED
IMPROVEMENTS; CONDITIONAL USE PERMIT TO CONSTRUCT AN
ACCESSORY STRUCTURE OVER 200 SQUARE FEET; VARIANCES TO EXCEED
40% DISTURBANCE AND FOR CONSTRUCTION OF WALLS OVER THREE FEET
IN THE SETBACK ; AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA
Page 82 of 228
CL_PBN_250724_PH_PC_1HackamoreRd_1GeorgeffRd - Page 1 of 1
Daily Breeze
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
0011744593
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274
PROOF OF PUBLICATION
(2015.5 C.C.P.)
STATE OF CALIFORNIA
County of Los Angeles
I am a citizen of the United States and
a resident of the County aforesaid; I
am over the age of eighteen years, and
not party to or interested in the above-
entitled matter. I am the principal clerk
of the printer of Daily Breeze, a
newspaper of general circulation,
printed and published in the City of
Torrance*, County of Los Angeles, and
which newspaper has been adjudged a
newspaper of general circulation by the
Superior Court of County of Los
Angeles, State of California, under the
date of June 15, 1945, Decree No.
Pomo C-606. The notice, of which the
annexed is a printed copy (set in type
not smaller than nonpareil), has been
published in each regular and entire
issue of said newspaper and not in any
supplement thereof on the following
dates, to wit:
07/10/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.
Dated at Hermosa Beach, California
On this 10th day of July, 2025.
______________________________
Signature
*Daily Breeze circulation includes the following
cities: Carson, Compton, Culver City, El
Segundo, Gardena, Harbor City, Hawthorne,
Hermosa Beach, Inglewood, Lawndale,
Lomita, Los Angeles, Long Beach, Manhattan
Beach, Palos Verdes Peninsula, Palos Verdes,
Rancho Palos Verdes, Rancho Palos Verdes
Estates, Redondo Beach, San Pedro, Santa
Monica, Torrance and Wilmington
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Page 97 of 228
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
Page 98 of 228
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 non-
exempt 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.
Page 99 of 228
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.
Page 100 of 228
Site Access
The site is easily accessible at the end of Quail Ridge Road North from a 15.1-foot-wide, 246-foot-
long 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
Page 101 of 228
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).
Page 102 of 228
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
Page 103 of 228
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
Page 104 of 228
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%)
Page 105 of 228
Vicinity Map: 6 Quail Ridge Road N.
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CL_PBN_250415_PH_PC_6QuailRidgeRdN_6Chuckwago - Page 1 of 1
2615 Pacific Coast Highway #329
Hermosa Beach, California 90254
(310) 543-6635
pfernandez@scng.com
City of Rolling Hills
2 Portuguese Bend Road
Rolling Hills, California 90274
Account Number:5007827
Ad Order Number: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-A-
EF) 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
Page 121 of 228
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 above-
entitled matter. I am the principal clerk
of the printer of Daily Breeze, a
newspaper of general circulation,
printed and published in the City of
Torrance*, County of Los Angeles, and
which newspaper has been adjudged a
newspaper of general circulation by the
Superior Court of County of Los
Angeles, State of California, under the
date of June 15, 1945, Decree No.
Pomo C-606. The notice, of which the
annexed is a printed copy (set in type
not smaller than nonpareil), has been
published in each regular and entire
issue of said newspaper and not in any
supplement thereof on the following
dates, to wit:
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
Page 122 of 228
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
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:22:49 PM
COVER
SHEET
A0.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
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: mikeschimmel@gmail.com
ARCHITECT
NAME: JOSEPH SPIERER ARCHITECTS, INC.
CONTACT: JOE SPIERER
ADDRESS: 707 TORRANCE BLVD. SUITE 100
REDONDO BEACH, CA 90277
PHONE: (310) 876-8761
EMAIL: JOE@CALARCHITECT.COM
WEBSITE: WWW.CALARCHITECT.COM
CIVIL
NAME: BOLTON ENGINEERING CORP
CONTACT: DAN BOLTON
ADDRESS: 25834 NARBONNE AVE #210 LOMITA CA
90717
Lomita CA 90717
PHONE: 310-325-5580
EMAIL: dbolton@boltonengineering.com
WEBSITE: https://boltonengineering.com/
VICINITY MAP DEFERRED SUBMITTALS BY OTHERS
GENERAL ARCHITECTURAL
A0.00 COVER SHEET
A0.10 ABBREV., SYMBOLS, LEGENDS
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. SPRINKLERSSTRUCTURAL
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: mail@denn.com
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
Page 123 of 228
1
A101
SIM
BUILDING / WALL SECTION
STRUCTURAL GRID
1
A
INTERIOR ELEVATION NUMBER
1
2
A101
1
SIM
DETAIL KEY NUMBER
SEE A2.01
MATCH LINE -REFER TO INDICATED DWG
REFERENCE POINT
DIMENSION POINT: FACE OF
CONCRETE OR FACE OF STUD U.N.O.
CEILING HEIGHT
KEYNOTES
ROOM FINISH TAG
ENLARGED DWG REFERENCE
A101
1
SIM
100
DRAWING #
SHEET #
TYPICAL DWG REFERENCE
A1.01
W24
A2X
101
101
WINDOW TYPE
DOOR NUMBER
ROOM TAG
CEILING FAN
KITCHEN
FLOOR FINISH
BASE TYPE
WALL FINISH, UNO
F
B
W
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
REVISION NUMBER2
CLOUD -AREA OF REVISION
HEIGHT / ELEVATION SYMBOL9'-0" AFF
PRO: 243.51'
MAX: 241.53'
CRITICAL POINTS
C.P. #1
NEW FINISH GRADE
EXITING FINISH GRADE
(75)
75
TOP OF WALL ELEVATION
TW 15.0'
TOP OF CURB ELEVATION
TC 15.0'
1HR
2HR
INTERIOR PARTITION TYPE
A = WALL TYPE, VARIES (LETTER WILL VARY)
2 = NOMINAL STUD SIZE (NUMBER WILL VARY)
X = 5/8" TYPE 'X' GYP, WHERE OCCURS
SYMBOLS
WD.1 ROOM MATERIAL TAG
LEVEL CHANGE
GLAZING MARK
###
###
OCCUPANCY LOAD & EXIT
PATH OF TRAVEL
TOTAL OCCUPANCY LOAD
CALCULATED BY ADDING
OCCUPANCY LOADS ALONG
EXIT PATHWAY
OCCUPANCY LOAD TYPE
PATH TYPE
# OF OCCUPANTS
REQUIRED WIDTH
PROVIDED WIDTH
A.B.ANCHOR BOLT
A.C.AIR CONDITIONING
A.C.T.ACOUSTIC TILE CEILING
A.D.AREA DRAIN
ADJ.ADJACENT OR ADJUSTABLE
A.F.C.I.ARC FAULT CIRCUIT INTERRUPTER
AFF.ABOVE FINISH FLOOR
ALT.ALTERNATE
AL., ALUM ALUMINUM
APPROX.APPROXIMATE
ARCH.ARCHITECT(URAL)
AR.AS REQUIRED
BD.BOARD
BLDG.BUILDING
B/BOTTOM OF
BLKG.BLOCKING
BM.BEAM
B.MK.BENCH MARK
B.O.W., B.W.BOTTOM OF WALL
B.P.BID PACKAGE
CAB.CABINET
CB.CATCH BASIN
CEM.CEMENT
CER.CERAMIC
C.I.CAST IRON
C.J.CONTROL JOINT
C.L.CENTERLINE
CLG.CEILING
CLR.CLEAR
C.M.U.CONCRETE MASONRY UNIT
C.O.CLEAN OUT
CONC.CONCRETE
CONT.CONTINUOUS
CPT.CARPET
C.T.CERAMIC TILE
CTR.CENTER
C.W.COLD WATER
DIA.DIAMETER
DBL.DOUBLE
DET.DETAIL
DIAG.DIAGONAL
DIM DIMENSION
DISP.DISPOSAL
DIV.DIVISION
DN.DOWN
DR.DOOR
D.S.DOWNSPOUT
DTL.DETAIL
DWG.DRAWING
DWR.DRAWER
E.EAST
EA.EACH
E.G.FOR EXAMPLE
E.J.EXPANSION JOINT
EL.ELEVATION
ELEV.ELEVATOR
ELEC.ELECTRICAL
ENCL.ENCLOSURE
EQ.EQUAL
E.T.R.EXISTING TO REMAIN
EXH.EXHAUST
EXIST.EXISTING
EXP.EXPANSION OR EXPOSED
EXT.EXTERIOR
F.A.FIRE ALARM
F.B.O.FURNISHED BY OWNER
F.C.FACTORY COATED
F.D.FLOOR DRAIN
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.F.FINISH FACE OR FLOOR
FG.FINISH GRADE
F.H.C.FIRE HOSE CABINET
FIN.FINISH
FIXT.FIXTURE
F.L. FLOW LINE
FLR.FLOOR
FLG.FLASHING
FLUOR.FLUORESCENT
FND FOUNDATION
F.O.FACE OF
F.O.C.FACE OF CONCRETE
F.O.M.FACE OF MASONRY
F.O.S.FACE OF STUD
FP.FLUOROPOLYMER
FPL FIRE PLACE
FS.FINISH SURFACE
FT. FOOT OR FEET
FTG.FOOTING
FUR.FURRED (RING)
GA.GAUGE
GALV.GALVANIZED
G.B.GRAB BAR
GC.GENERAL CONTRACTOR
GEN.GENERAL
G.F.I.GROUND FAULT INTERRUPTER
GH.GUEST HOUSE
G.I.GALVANIZED IRON
GL.GLASS OR GLAZED
GR.GRADE OR GRADING
GYP./GWB GYPSUM WALL BOARD
HB.HOSE BIB
H.C.HOLLOW CORE
HDCP.HANDICAPPED
HDR.HEADER
H.M.HOLLOW METAL
HOR.HORIZONTAL
HT.HEIGHT
H.W.HOT WATER
HWD.HARD WOOD
I.D.INSIDE DIAMETER
INCL.INCLUDE
INSUL.INSULATION
INT.INTERIOR
JT.JOINT
JST.JOIST
KIT.KITCHEN
LAM.LAMINATED
LAV.LAVATORY
L.H.LEFT HANDED
LT.LIGHT
M.H.MAN HOLE
MAX.MAXIMUM
MBR.MEMBER
MECH.MECHANICAL
MEMB.MEMBRANE
MTL.METAL
MFR.MANUFACTURER
MIR.MIRROR
MIN.MINIMUM
MISC.MISCELLANEOUS
M.O.MASONRY OPENING
MTD.MOUNTED
N.NORTH
NAT.NATURAL
N.I.C.NOT IN CONTRACT
NO.NUMBER
NOM.NOMINAL
N.T.S.NOT TO SCALE
O.A.D.OVERFLOW AREA DRAIN
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OFCI.OWNER FURNISHED/CONTRACTOR INSTALLED
OFOI.OWNER FURNISHED/OWNER INSTALLED
OHD.OVERHEAD
OPG.OPENING
OPP.OPPOSITE
O.S.OVERFLOW SCUPPER
PAR.PARALLEL
P.L. PROPERTY LINE
P.LAM.PLASTIC LAMINATE
PLAS.PLASTER
PLBG.PLUMGING
PT.POINT
PTD.PAINTED
PERF.PERFORATED
PVMT.PAVEMENT
PLYWD.PLYWOOD
QTY.QUANTITY
R. RISER
RAD.RADIUS
R.D.ROOF DRAIN
REF.REFERENCE
REFR.REFRIGERATOR
REINF.REINFORCED
REQD.REQUIRED
RES.RESILIENT
REV.REVISION OR REVISED
RFG.ROOF OR ROOFING
R.H.RIGHT HAND
RM.ROOM
R.O. ROUGH OPENING
S.SINK OR SOUTH
S.A.W.M.SELF-ADHESIVE WATERPROOF MEMBRANE
S.A.D.SEE ARCHITECTURAL DRAWINGS
S.C.SOLID CORE
S.C.D.SEE CIVIL DRAWINGS
S.D.STORM DRAIN
SECT.SECTION
S.E.D.SEE ELECTRICAL DRAWINGS
S.F.SQUARE FOOT
SHT.SHEET
SHTG.SHEATHING
SHWR.SHOWER
SIM.SIMILAR
S.J.SAW-CUT JOINT
S.L.D.SEE LANDSCAPE DRAWINGS
S.M.D.SEE MECHANICAL DRAWINGS
SPEC.SPECIFICATION
SQ.SQUARE
S.S.STAINLESS STEEL
S.S.D.SEE STRUCTURAL DRAWINGS
STD.STANDARD
STL.STEEL
STRUC.STRUCTURAL
SUSP.SUSPENDED
SYM.SIMILAR
T.TREAD
T.C.TOP OF CURB
TEL.TELEPHONE
T.G., T&G TONGUE AND GROOVE
THK.THICK
T.I.TENANT IMPROVEMENT
T.TREAD
T/TOP OF
T.O.C.TOP OF CONCRETE
T.O.W.TOP OF WALL
T.O.P.TOP OF PAVING
T.O.PAR.TOP OF PARAPET
TYP.TYPICAL
TV.TELEVISION
UNF.UNFINISHED
U.N.O. / U.O.N.UNLESS OTHERWISE NOTED
VAR.VARIES
V.C.T.VINYL COMPOSITION TILE
VENT.VENTILATION
VERT.VERTICAL
V.I.F.VERIFY IN FIELD
VIN.B.VINYL BASE
W.WEST OR WIDTH
W/WITH
W.C.WATER CLOSET
WD.WOOD
W.H.V.E.F.WHOLE HOUSE VENTILATION EXHAUST FAN
W/O WITHOUT
W.I.WROUGHT IRON
W.I.C.WALK IN CLOSET
WM WALL MOUNT
WNDW WINDOW
W.P. / WP WATERPROOF(ING)
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:24:02 PM
ABBREV.,
SYMBOLS,
LEGENDS
A0.106 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
Page 124 of 228
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
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:25:04 PM
GENERAL
NOTES
A0.116 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
Page 125 of 228
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.
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:25:42 PM
GENERAL
NOTES
A0.126 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
Page 126 of 228
N 18°51'45"E100.00'N 19°27'00"W191.29'N 11°57'50"W248.60'N 16°26'59"W217.91'N 86
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L=242.43' R=200.00'N 24°33'00"W25.00'N 49°47'50"W752.76'QUAIL RIDGE ROAD
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01127.281126.731122.861128.181127.641127.88 TC1128.81 TC1128.521130.271119.18 FL1119.31 FL1109.63 FL1109.73 FL1104.651100.511
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1148.5024"TREE
1152.961153.061159.931162.851165.081162.85PP24"PINE1150.54GW1090.56 RIDGE1075.631075.671075.541075.531075.631075.561
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1 1075.401075.541075.571075.551075.771075.631075.831075.851075.771076.15 FF1075.931075.821075.821075.691075.591075.541075.461075.321075.381075.561075.771075.731075.361075.331076.051078.421079.19 TW1081.7115"TREE1080.138"TREE1076.511
0
7
4
.
7
61073.981071.741071.936"TREE1074.811075.131074.481074.751073.971073.221074.181074.94 TP NAIL1075.601
0
7
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.
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11075.701076.23 FF1075.641075.651075.651075.521075.511076.961
0
7
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.
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0
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10"TREE1076.051078.321079.151075.761079.23 TW1075.411084.951
0
9
3
.
6
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1130.001159.791162.321067.861067.481078.83PP1074.521074.481073.711
0
7
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2
.
3
71071.651071.201070.661069.761073.201073.441073.651073.781074.111074.401074.781072.951072.87STUMP1072.961071.261071.591072.891073.301072.641072.081073.211071.901
0
6
8
.
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61063.131
0
6
3
.
5
1
1112.061092.711080.691077.001049.251049.951047.261044.611
0
4
3
.
0
4 1041.161037.091028.311032.451033.081
0
3
2
.
2
5 1031.781032.171034.481036.211033.981035.671034.181045.011043.111034.021034.471034.041037.631046.391046.271051.971053.301051.771050.541051.191058.351058.061060.141069.471130.19 X X X X X X X X X X1099.66 X X X X XSOLAR PANELNOTE:A TITLE POLICY WAS NOT PROVIDED TO DENN ENGINEERS AT THE TIME OF THIS SURVEY. THEREFORE, DENN ENGINEERS DOESNOT GUARANTEE THE LEGAL DESCRIPTION OF THIS PROPERTY SURVEYED NOR DOES IT REFLECT OR DELINEATE ANYEASEMENTS THAT MAY BE ON SAID PROPERTY.ANY CHANGES OR MODIFICATIONS MADE TO THIS PLAN WITHOUT WRITTENCONSENT OF DENN ENGINEERS SHALL RELIEVE DENN ENGINEERS FROM ANYLIABILITY OR DAMAGE RESULTING FROM SUCH CHANGES ORMODIFICATIONS, INCLUDING ANY ATTORNEYS FEES OR COSTS INCURRED INANY 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. CONCRETEBRICK106.76EXISTING ELEVATIONBLOCK WALLLEGEND100EXISTING CONTOURFIRE HYDRANTGARAGE FINISH FLOORLEAD AND TAGTOP OF CURBFLOW LINETOP OF WALL / T.O.W.TOP OF DRIVEWAY APRONBEGINNING OF CURB RETURNSPIKEFOUNDWESTERLYPROPERTY CORNER / PROP. CORNERFHGFFL&TTCFLTWTXBCRSPKFDW'LYPCXEXISTING FENCENORTHERLYN'LYSPIKE AND WASHERS&WPOWER POLEPPGUY WIREGWSTKSTAKEPROPERTY LINE / PROP. LINEPL, P/LE'LYEASTERLYMHMANHOLESOUTHERLYS'LYWATER METERWMNOTE: 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 GAS METERGMSSMHSANITARY SEWER MANHOLESTREET LIGHTSTLTC/LCENTERLINEFINISH FLOORFFEMELECTRIC METERSSCOSANITARY SEWER CLEAN OUTEXISTING BUILDINGWOOD DECKFENCEFEC.L.F.CHAIN-LINKPARAPETPPTTHIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ORUNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTSOF PROFESSIONAL LAND SURVEYORS' ACTR.C.E. 30826GARY J. ROEHL3914 DEL AMO BLVD, SUITE 921TORRANCE, CA 90503 (310) 542-9433ENGINEERSJOB ADDRESSLEGAL DESCRIPTIONFORDRAWN BYCHECK BYSHEET 1 OF 1DRAWN ONREVISIONSCOPYRIGHTJOB NO.4 QUAIL RIDGE ROAD NORTHROLLING HILLS, CA 90274LOT 107,ROLLING HILLS,M.B. 201-29-35,APN 7569-010-006TARA & MIKE SCHIMMEL4 QUAIL RIDGE ROAD NORTHROLLING HILLS, CA 90274 PHONE 310-600-5107SURVEY ANDTOPOGRAPHYKWTSSCALE 1" = 20'JULY 12, 2021REVISIONS21-288NORTH
N 18°51'45"E 100.00'N 19°27'00"W191.29'MATCH LINE (SEE ABOVE)MATCH LINE (SEE BELOW)EXISTING RESIDENCESHEDPOOLCONC.CONC.C.B.A.C. PAVEMENTA.C. PAVEMENTCONC. X X X X X X X X X X X X X9909951000100510101015102010251030
10351040
1045
105
0
105
5
106
0
106
5
107
0
1
0
7
5
108
0
1085
1090
1095
1100
1105
1110
1
1
1
5
1
1
2
0
1
1
2
5109010851080107510151020102510301035104010451050105510601065107010801085109010951100
1105
1110
1115
1120
1125
1130
1135
1140
1145
1150
115510301035104010451050105510601065107010751080108510901095
11351130965970975980985990995100010051010
1
0
1
5
SET REBAR W/CAP RCE 30826ON PROPERTY LINETAG ELEV.=1101.81'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1110.15'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1074.37'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1057.63'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1042.05'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1031.41'FOUND REBAR/CAP LS 895825.00' N'LY OF CORNERON PROPERTY LINETAG ELEV.=973.09'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=993.18'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1005.97'1160FOUND MAG S&W LS 8958ON PROP. CORNERTAG ELEV.=1128.82'SET MAG S&W RCE 30826ON PROP. CORNERTAG ELEV.=1162.94'N 13°13'00"W140.53'TO B.C.EDGE OF PAVEMENT X X X X X X XPOOL PUMPS
Page 127 of 228
1 0 2 0
1 0 2 5
103010351040104 5
1 0 5 0
1 0 5 5
1 0 6 0
1 0 6 5
1 0 7 0
1 0 7 5
1 0 8 0
1085109010951100110511101 1 1 5
1 1 2 0
1 1 2 51075102010251030103510401045105010551060107010801085
10901095110011051110111511201045105010551060106510701135
1130
EDGE OF PAVEMENT526
527
528 1110.15
529 1128.82
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544545
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 1075.61609
610 1075.57
611
612
1075.74
613
614
615
616
617618
619
620
621
1075.62
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639640
641
642
643
648
649
650
654
655
656
657658
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
738739
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 1072.768391072.48
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
1 0 7 4 .9 3
1 0 7 4 .7 6
1130.72
1 1 3 0 .4 8
1 1 3 0 .0 1
1 1 2 8 .6 31127.891 1 2 8 .9 2
1128.941 1 2 7 .1 4 I N L E T1127.09 INLET1 1 2 7 .5 7
1 1 2 7 .6 011
27.281 1 2 6 .7 3
1 1 2 2 .8 6
1128.181127.641 1 2 8 .5 2
1 1 3 0 .2 7
1 1 0 4 .6 5
1 1 0 0 .5 1
1 1 0 5 .1 8
1 0 9 3 .7 4
18"PEPPER
20"TREE 1 1 0 1 .8 6
20"TREE 1 1 0 1 .7 8
20"TREE 1 1 0 5 .4 7
20"TREE 1 1 0 9 .2 6
20"TREE
1 1 1 2 .5 1
1 1 1 0 .1 1
20"TREE 1 1 1 6 .5 1
20"TREE 1 1 1 9 .1 6
20"TREE 1 1 2 3 .2 8
1 1 1 6 .0 9
1 1 1 3 .7 3
1 1 2 1 .1 3
24"TREE
24"TREE
36"TREE
PP
G
W
G
W
18"TREE 1130.291134.511 1 3 5 .1 7
1 0 7 5 .6 3
1075.67
1 0 7 5 .5 4
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1 0 7 5 .6 3
1 0 7 5 .5 6
1 0 7 5 .6 2
1 0 7 5 .5 7
1 0 7 5 .6 71075.7 3
1075.58
1 0 7 5 .7 3
1075.73
1076.32 TC1 0 7 5 .8 9 F L
1 0 7 5 .7 8
1 0 7 5 .6 7 GM
1075.411077.061077.221 0 7 5 .4 5
1076.651075.551 0 7 5 .4 71075.4 3
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1075.46 FL
1076.06 FL 1076.66 TC1 0 7 5 .3 8
1080.02 TW1086.32 TW1095.19 TW1104.19 TW1106.6112"TREE 1 1 0 8 .2 81103.5 2
1 0 9 1 .1 9
1 0 8 5 .1 6
1 0 8 0 .0 3
1 1 0 0 .3 5
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
10"PINE
36"PINE
24"PINE
1 1 2 2 .5 0
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1075.77
1075.63
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1075.73
1 0 7 5 .3 61075.3 3 1 0 7 6 .0 5
1078.42
1 0 7 9 .1 9 T W
1 0 8 1 .7 1
15"TREE 1 0 8 0 .1 3
8"TREE 1 0 7 6 .5 1
1 0 7 4 .7 6
1 0 7 3 .9 81071.741071.936"TREE
1 0 7 4 .8 1
1 0 7 5 .1 3
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1 0 7 4 .9 4 T P N A I L
1 0 7 5 .6 0
1 0 7 5 .6 1
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1075.64
1075.65
1 0 7 5 .6 5
1075.52
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1076.961 0 7 5 .6 4 1075.791 0 7 5 .7 1
M
H
1 0 7 5 .6 3 10"TREE 1076.051 0 7 8 .3 2
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1 0 7 5 .7 6
1 0 7 9 .2 3 T W
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PP
1 0 7 4 .5 2
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1 0 7 3 .1 6
1 0 7 2 .3 7
1 0 7 1 .6 5
1 0 7 1 .2 01070.6 6
1 0 6 9 .7 6
1 0 7 3 .2 0 1 0 7 3 .4 4 1 0 7 3 .6 5
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1 0 7 4 .1 1
1 0 7 4 .4 0
1 0 7 4 .7 8
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1 0 7 2 .8 7
STU
M
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1 0 7 2 .9 6
1 0 7 1 .2 6
1 0 7 1 .5 9
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1071.901 0 6 8 .8 61063.1 3
1 0 6 3 .5 1
1 0 4 9 .9 5
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1 0 4 4 .6 1
1 0 4 3 .0 4
1 0 4 1 .1 6
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1 0 3 2 .4 5
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1 0 3 2 .2 5
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1 0 3 4 .4 8 1 0 3 6 .2 1
1 0 3 3 .9 8
1 0 3 5 .6 7
1 0 3 4 .1 8
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1 0 4 3 .1 1
1 0 3 4 .0 2
1 0 3 4 .4 7
1 0 3 4 .0 4
1 0 3 7 .6 3
1 0 4 6 .3 9
1 0 4 6 .2 7
1 0 5 1 .9 7
1 0 5 3 .3 0
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1 0 5 0 .5 4
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1 0 5 8 .3 5
1 0 5 8 .0 6
1 0 6 0 .1 4
1 0 6 9 .4 7
1 1 3 0 .1 9
1 0 9 9 .6 6
C.B.TP=PEN XTP=TEMPFD REBAR/CAP 8958MAG S&W LS8958EP COREP COREP COREP COREP COREP CORINLETINLETCBCBEPEPCCTCCCEPFLFLEPEPEPTPSWCOR PI
LCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCNWCWTCFLNFACETWCCCCECECECCCCCECFLFLTCTCFLTCFLFLFLTWSHEDSHEDCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCHSNWCWTW6"TREESHEDFCFCFCFCFCTP=NAILSECOR PI
LSECOR PILNECOR PI
LHSHSCCCCCCCCNFACECWCWTWMAG 63RBRCAP LS 8958RBRCAP LS 8958RBRCAP LS 8958FCFCFCTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLSTUMPSTUMPTSLTSLTSLTSLTSLTSLCWCWCWSOLARSOLARSOLARTSLBSLBSLTSLBSLBSLTSLTSLTSLTSLFGFGTSLBSLTSLTSLFGFGFGFGFGFGFGFGFGFGSOLARTPNN 24°33'00"W25.00'N
4
9
°
4
7
'
5
0
"W7
5
2
.
7
6
'
2 0
2 2
SHED
CONC.
A.C. PAVE
M
ENT
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
Q U A I L R I D G E R D . N
S ID E Y A R D S E T B A C K
3 5 '-0 "FRONT SETBACK50'
-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
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:27:38 PM
SITE DEMO
AD1.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/16" = 1'-0"
1EXISTING SITE PLAN N
PLAN NORTH
4
4 Planning 04/09/25
Page 128 of 228
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
101 ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO BE REMOVED
PROPERTY LINES
BUILDING SETBACK
AD3.002
AD3.00
1
AD3.00 4
S ID E Y A R D S E T B A C K
3 5 '-0 "PROPERTY LINE
ROOF ABOVE
DN
AD2.02AD2.03AD3.00
3
(E) POOL DECKING
3210 SQFT
(E) POOL
(E) PAVED WALK
527 SQFT
S ID E Y A R D S E T B A C K
3 5 '-0 5 /8 "PROPERTY LINE
GARAGE
54
MUD
ROOM
36
KITCHEN
57
BATH
ROOM 3
35
DINING
ROOM
56
PAN.
38WINE
39CLO.
LIVING
ROOM
58
BEDROOM 1
40
PRIMARY
BEDROOM
50
PRIMARY
BATH
49
PRIMARY
W.I.C
48
BEDROOM 2
47
CLO.
BATH
ROOM 1
41
BATH
ROOM 2
44
STO.
CLO.
PWDR
45
FAMILY ROOM
59
CLO.
CLO.
BEDROOM 3
37
ENTRY
60
W.C.
61
ROOF ABOVE
DN
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:29:36 PM
OVERALL
FIRST FLOOR
DEMOLITION
PLAN
AD2.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/8" = 1'-0"
1OVERALL FIRST FLOOR DEMOLITION PLAN N
PLAN NORTH
4
4
4 Planning 04/09/25
Page 129 of 228
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
101 ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO BE REMOVED
PROPERTY LINES
BUILDING SETBACK
ROOF ABOVE
DN
AD2.02AD2.03GARAGE
54
MUD
ROOM
36
KITCHEN
57
BATH
ROOM 3
35
DINING
ROOM
56PAN.
38
WINE
39
CLO.
BEDROOM 3
37
ROOF ABOVE
DN
AD3.00
3
AD3.00
1AD3.004E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:31:48 PM
DEMOLITION
PLAN -1A
AD2.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/4" = 1'-0"
11A DEMOLITION FIRST FLOOR PLAN
N
PLAN NORTH
Page 130 of 228
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
101 ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO BE REMOVED
PROPERTY LINES
BUILDING SETBACK
AD3.002
AD2.02AD2.0335'-0"
SETBACK LI
NE4'-6"7'-0"17'-11"
2'-9"
(E) COLUMNS TO
BE REMOVED
LIVING
ROOM
58
BEDROOM 1
40
PRIMARY
BEDROOM
50
PRIMARY
BATH
49
PRIMARY
W.I.C
48
BEDROOM 2
47
CLO.
BATH
ROOM 1
41
BATH
ROOM 2
44
STO.
CLO.
PWDR
45
CLO.
CLO.
ENTRY
60
W.C.
61
AD3.00
3
AD3.002E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:31:39 PM
DEMOLITION
PLAN -1B
AD2.036 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/4" = 1'-0"
11B DEMOLITION FIRST FLOOR PLAN
N
PLAN NORTH
Page 131 of 228
AD3.002
AD3.00
1
AD3.00 4
4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4"
/
1'
-0"4"
/
1'
-0"4"
/
1'
-0"
4" / 1'-0"4" / 1'-0"3 1/2"2'-0"
4 " / 1 '-0 "6'-0"3'-0"3'-0"3'-0"3'-0"3'-0"6'-0"4'-0"2'-0"4'-7"1'-4 1/2"4'-0"4'-0"4'-0"35'
-0"
SETBACK LI
NEAD3.00
3
AD2.05AD2.061090'-7 1/4"
1 22
222
2
3
2
2
3
2
4
55
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
EXISTING TO REMAIN
EXISTING TO REMOVE
BUILDING SETBACK
AREA TO BE REMOVED
BUILDING OUTLINE
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:32:57 PM
OVERALL
DEMOLITION
ROOF PLAN
AD2.046 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/8" = 1'-0"
1OVERALL DEMOLITION ROOF PLAN
1 (E) CHIMNEY TO BE REMOVED
2 (E) ROOF AREA TO BE REMOVED
3 (E) SKYLIGHT TO REMAIN
4 (E) SKYLIGHT TO BE REMOVED
5 (E) COLUMN TO BE REMOVED
KEYNOTES
N
PLAN NORTH
A RHCA 06/11/25
Page 132 of 228
AD3.00 4
4" / 1'-0"4" / 1'-0"4" / 1'-0"AD2.05AD2.061084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1090'-7 1/4"
1090'-6 15/16"
1
22
2222
AD3.00
3
AD3.00
1
3
2
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
EXISTING TO REMAIN
EXISTING TO REMOVE
BUILDING SETBACK
AREA TO BE REMOVED
BUILDING OUTLINE
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:34:22 PM
ROOF PLAN
DEMOLITION
1A
AD2.056 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/4" = 1'-0"
1DEMOLITION ROOF PLAN 1A
1 (E) BUILDING LINE
2 (E) ROOF AREA TO BE REMOVED
3 (E) SKYLIGHT TO BE REMOVED
KEYNOTES
N
PLAN NORTH
A RHCA 06/11/25
Page 133 of 228
AD3.002
4" / 1'-0"4"
/
1'
-0"4"
/
1'
-0"4"
/
1'
-0"
4" / 1'-0"4" / 1'-0"3 1/2"2'-0"
4 " / 1 '-0 "3'-0"3'-0"3'-0"6'-0"AD2.05AD2.06A3.00
6
1090'-6 15/16"
1090'-6 3/4"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1088'-11 11/16"
1084'-8 1/4"
1084'-8 1/4"35'
-0"
SETBACK LI
NE1 2
3
3
4
4 4
2
5
5
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
EXISTING TO REMAIN
EXISTING TO REMOVE
BUILDING SETBACK
AREA TO BE REMOVED
BUILDING OUTLINE
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:35:14 PM
ROOF PLAN
DEMOLITION
1B
AD2.066 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/4" = 1'-0"
1DEMOLITION ROOF PLAN 1B
1 (E) CHIMNEY TO BE REMOVED
2 (E) SKYLIGHT TO REMAIN
3 (E) BUILDING LINE
4 (E) ROOF AREA TO BE REMOVED
5 (E) COLUMN TO BE REMOVED
KEYNOTES
N
PLAN NORTH
Page 134 of 228
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.
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'
2
6
7
2
3
8
1
WINDOW
SIZE
RETAINED
WINDOW
SIZE
RETAINED
WINDOW
SIZE
RETAINED
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'
3
4
6 2 2
(E) SKYLIGHT
WINDOW
SIZE
RETAINED
WINDOW
SIZE
RETAINED
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'7"8'-3"6'-1"14'-11"1 22 1
3
4
4
1
(E) SKYLIGHT (E) SKYLIGHT
WINDOW
SIZE
RETAINED
WINDOW
SIZE
RETAINED
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
T.O.P.
1083.58'
T.O. ROOF
1091.42'
3
5
1
6
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:36:50 PM
DEMO
ELEVATION
AD3.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1 (E) DOOR TO BE REPLACED
2 (E) WINDOW TO BE REPLACED
3 (E) CHIMNEY TO BE REMOVED
4 (E) SKYLIGHT TO REMAIN
5 (E) GARAGE DOORS TO BE REMOVED
6 (E) COLUMN TO BE REMOVED
7 (E) PART ROOF TO BE REMOVED TO ADD (N) SKYLIGHT
8 (N) FAUX CHIMNEY
KEYNOTES
1/8" = 1'-0"
1DEMOLITION SOUTH ELEVATION
1/8" = 1'-0"
2DEMOLITION EAST ELEVATION
1/8" = 1'-0"
3DEMOLITION NORTH ELEVATION
1/8" = 1'-0"
4DEMOLITION WEST ELEVATION
Page 135 of 228
10451 0 5 0
1 0 5 5
1 0 6 0
1 0 6 5
1 0 7 0
1 0 7 5
1 0 8 0
1085109010951100110511101 1 1 5
1 1 2 0
1 1 2 510901085108010751015102010251030103510401045105010551060107010801085
1090109511001105111011151120112511301135114011451150103010351040104510501055106010651070107510801085109010951135
1130
EDGE OF PAVEMENT526
527
528 1110.15
529 1128.82
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544545
546
547
548
549
550
551
552
553
554
555
556
557
558
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
581
582
583
584
595
596
597
598
599
600
1075.52
601
602 1075.56
603
604
1075.62
605
606 1075.67
607
608 1075.61609
610 1075.57
611
612 1075.74
613
614
615
616
617618
619
620
621
1075.62
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639640
641
642
643
644645
646647
648
649
650
651
652 653
654
655
656
657658
659
660
661
662
663
664
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
683
684
687
688
689
690
691
692
693
694 695
696
697
698
702
703
704
705
706
707
708
709
711
712
714 715
716
717
718
719
720
721
722
723
724
725 1074.42
728
730
731
732
734
736
737
739
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
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
864
865
868
869
870
871
872
873
874
875
876
877
878
879
880
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
909
913 1042.00
914 1025.00
1 0 7 4 .7 6
1130.72
1 1 3 0 .4 8
1 1 3 0 .0 1
1 1 2 8 .6 31127.891 1 2 8 .9 2
1128.941 1 2 7 .1 4 I N L E T1127.09 INLET1 1 2 7 .5 7
1 1 2 7 .6 011
27.281 1 2 6 .7 3
1 1 2 2 .8 6
1128.181127.641 1 2 7 .8 8 T C1
128.81 TC1 1 2 8 .5 2
1 1 3 0 .2 7
1 1 1 9 .1 8 F L
1 1 1 9 .3 1 F L
1 1 0 9 .6 3 F L
1 1 0 9 .7 3 F L
1 1 0 4 .6 5
1 1 0 0 .5 1
1 1 0 5 .1 8
1 0 9 3 .7 4
18"PEPPER
20"TREE 1 1 0 1 .8 6
20"TREE 1 1 0 1 .7 8
20"TREE 1 1 0 5 .4 7
20"TREE 1 1 0 9 .2 6
20"TREE
1 1 1 2 .5 1
1 1 1 0 .1 1
20"TREE 1 1 1 6 .5 1
20"TREE 1 1 1 9 .1 6
20"TREE 1 1 2 3 .2 8
1 1 1 6 .0 9
1 1 1 3 .7 3
1 1 2 1 .1 3
24"TREE
24"TREE
36"TREE
PP
G
W
G
W
18"TREE 1130.291134.511 1 3 5 .1 7
1 1 4 3 .8 5
15"TREE1 1 4 8 .5 0
24"TREE1 1 5 2 .9 6
1 1 5 3 .0 6
1 0 7 5 .6 31075.5 3
1 0 7 5 .6 3
1 0 7 5 .5 6
1 0 7 5 .6 2
1 0 7 5 .5 7
1 0 7 5 .6 71075.7 3
1075.58
1 0 7 5 .7 3
1075.73
1076.32 TC1 0 7 5 .8 9 F L
1 0 7 5 .7 8
1 0 7 5 .6 7 GM
1075.411077.061077.221 0 7 5 .4 5
1076.65
1 0 7 5 .4 71075.4 3
1 0 7 4 .8 7
1 0 7 4 .9 0
1 0 7 4 .8 3
1 0 7 4 .7 1
1 0 7 4 .4 4
1 0 7 4 .6 2
1 0 7 5 .1 7
1075.46 FL
1076.06 FL 1076.66 TC1 0 7 5 .3 8
1 0 7 8 .9 7 F L
1080.02 TW1078.30 TC1 0 7 7 .8 6 F L
1085.27 TC
1 0 8 4 .8 3 F L
1 0 8 4 .4 4 F L
1086.32 TW1095.19 TW1 0 9 3 .4 5 F L
1 0 9 3 .3 0 F L 1 1 0 2 .8 0 F L
1 1 0 2 .5 2 F L
1104.19 TW1106.6112"TREE 1 1 0 8 .2 81103.5 2
1 0 9 1 .1 9
1 0 8 5 .1 6
1 0 8 0 .0 3
1 1 0 0 .3 5
1 1 2 0 .8 8
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
15"PINE
10"PINE
36"PINE
24"PINE
1 1 2 2 .5 0
1 0 7 3 .1 9
1 0 7 4 .0 1
1 0 7 4 .9 2
1 0 7 5 .1 6
1075.401 0 7 5 .2 8
1 0 7 5 .3 2
1 0 7 5 .1 6
1 0 7 5 .4 7
1 0 7 5 .4 1
1 0 7 5 .4 0
1 0 7 5 .5 4
1 0 7 5 .5 7
1 0 7 5 .5 5
1075.77
1075.63
1 0 7 5 .8 3
1 0 7 5 .8 5
1075.771075.931 0 7 5 .8 2
1 0 7 5 .8 2
1 0 7 5 .6 9
1 0 7 5 .5 9
1 0 7 5 .5 4
1 0 7 5 .4 6
1 0 7 5 .3 2
1 0 7 5 .3 8
1 0 7 5 .7 7
1075.73
1 0 7 5 .3 61075.3 3 1 0 7 6 .0 5
1078.42
1 0 7 9 .1 9 T W
1 0 8 1 .7 1
15"TREE 1 0 8 0 .1 3
8"TREE 1 0 7 6 .5 1
1 0 7 4 .7 6
1 0 7 3 .9 81071.741071.936"TREE
1 0 7 4 .8 1
1 0 7 5 .1 3
1 0 7 4 .4 8
1 0 7 3 .9 7
1 0 7 3 .2 2
1 0 7 4 .1 8
1 0 7 5 .6 0
1 0 7 5 .6 1
1 0 7 5 .6 5
1075.51
1076.961 0 7 5 .6 4 1075.791 0 7 5 .7 1
M
H
1 0 7 5 .6 3 10"TREE 1076.051 0 7 8 .3 2
1 0 7 9 .1 5
1 0 7 5 .7 6
1 0 7 9 .2 3 T W
1 0 7 5 .4 1
1 0 8 4 .9 5
1 0 9 3 .6 5
1 1 3 0 .0 0
1 0 6 7 .8 6
1 0 6 7 .4 8
1 0 7 8 .8 3
PP
1 0 7 4 .5 2
1 0 7 4 .4 8
1 0 7 3 .7 1
1 0 7 3 .1 6
1 0 7 2 .3 7
1 0 7 1 .6 5
1 0 7 1 .2 01070.6 6
1 0 6 9 .7 6
1 0 7 3 .2 0 1 0 7 3 .4 4 1 0 7 3 .6 5
1 0 7 3 .7 8
1 0 7 4 .1 1
1 0 7 4 .4 0
1 0 7 4 .7 8
1 0 7 2 .9 5
1 0 7 2 .8 7
STU
M
P
1 0 7 2 .9 6
1 0 7 1 .2 6
1 0 7 1 .5 9
1 0 7 2 .8 9
1 0 7 3 .3 0
1 0 7 2 .6 4
1 0 7 2 .0 8 1 0 7 3 .2 1
1071.901 0 6 8 .8 61063.1 3
1 0 6 3 .5 1
1 1 1 2 .0 6
1 0 9 2 .7 1
1077.001 0 4 9 .2 5
1 0 4 9 .9 5
1 0 4 7 .2 6
1 0 4 4 .6 1
1 0 4 3 .0 4
1 0 4 1 .1 6
1 0 3 7 .0 9
1 0 2 8 .3 1
1 0 3 2 .4 5
1 0 3 3 .0 8
1 0 3 2 .2 5
1 0 3 1 .7 8
1 0 3 2 .1 7
1 0 4 5 .0 1
1 0 4 3 .1 1
1 0 3 4 .0 2
1 0 3 4 .4 7
1 0 3 4 .0 4
1 0 3 7 .6 3
1 0 4 6 .3 9
1 0 4 6 .2 7
1 0 5 1 .9 7
1 0 5 3 .3 0
1 0 5 1 .7 7
1 0 5 0 .5 4
1 0 5 1 .1 9
1 0 5 8 .3 5
1 0 5 8 .0 6
1 0 6 0 .1 4
1 0 6 9 .4 7
1 1 3 0 .1 9
1 0 9 9 .6 6
C.B.POOL PUMPSTP=PEN XTP=TEMPFD REBAR/CAP 8958MAG S&W LS8958EP COREP COREP COREP COREP COREP CORINLETINLETCBCBEPEPCCTCTCCCEPFLFLFLFLEPEPEPEPEPTPSWCOR PI
LCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCNWCWTCFLNFACETWHSCCCCCCECECECCCCCECFLFLTCFLTWTCFLTCFLFLTWTWFLFLFLFLTWSHEDFCFCHSCCCCCCCCCCCCCCCCCCPOOLPOOLHSFFHSPOOLPOOLCCCCCCCCCCCCCCCCCCHSNWCWTWSHEDFCFCFCTP=NAILSECOR PILNECOR PI
LCCCCNFACECWCWTWHSMAG 63RBRCAP LS 8958RBRCAP LS 8958FCFCFCTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLSTUMPSTUMPTSLTSLTSLTSLTSLTSLCWCWCWSOLARSOLARSOLARTSLBSLBSLTSLBSLFGFGTSLBSLTSLTSLFGFGFGFGFGFGFGFGFGFGSOLARTPNN 11°57'50"W248.60'N 16°26'59"W217.91'N 24°33'00"W25.00'N
4
9
°
4
7
'
5
0
"W7
5
2
.
7
6
'
2 0
2 2
4 50
4 5 1
RIDGERO AD N O R T H
POOL
CONC.
CONC.
A.C. PAVE
M
ENT
A.C. PAVE
M
ENT
CONC.
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'L=242.43'R=200.00'1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE
ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH
GROUND SLOPE.
2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL,
MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPEMENT OR WORK.
3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR
CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM"
MEANS COMPARABLE CHARACTERISTICS TO THE ELEVATION OR
DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE
PLAN.
4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN TO THE CENTER
LINES OF COLUMNS AND STUDS IN PARTITION WALLS U.N.O.
5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB
OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO
THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE
WITHOUT REVIEW OF THE ARCHITECT.
6. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING
CONDITIONS.
SITE PLAN NOTES
LEGEND
PROPERTY LINES
BUILDING SETBACK
PATH OF TRAVEL
TOTAL LINEAL DISTANCE OF 60'-9", GREATER
THAN TRAVEL PATH DISTANCE OF 150'-0"
(N) 570 SF
GARAGE
(E) 3227 SF
RESIDENCE TO BE
REMODELED
Q U A I L R I D G E R D . N
S ID E Y A R D S E T B A C K
3 5 '-0 "(E) 877 SF GARAGE
TO CONVERT TO
LIVING FRONT SETBACK50'
-0"EASEMENT25'-0"SIDEYARD SETBACK
35'-0"
(E) 650 SF POOLU.C.
(N) PATIO
(N) CHIMNEY
(N) 383 SF
ENTRY
ADDITION
15'-1"5 '-0 "5'-1"5'
-0"
(E) DRIVEWAY
22'-3 1/2"9'-3 1/2"1
2
3
4
5
6
7
7
9
10
450 SQFT
FUTURE STABLE
LOCATION
550 SQFT
FUTURE CORRAL
LOCATION 54'-8"60'
-5 1/4"
3 % SLOPE
3 % S L O P E
3 % SLOPE
3 % S L O P E
3 % SLO
PE
3 % SLOPE3 % SLOPE1 1
1
1
1
S u rfa c e s p e c ific a tio n -G ra s sSurface specification -Paved Concrete1
1
6'-0"
12
(N) 82 SF
BREEZWAY
ADDITION
8'-6 1/2"
7'-1"
3'-0"
B
A1.01A1.02A1.01A1.02260 SQFT
245 SQFT
FIRE FLOW CALCULATION
BUILDING CODE: TYPE V-B
VHFHSZ: YES
FIRE-FLOW CALCULATION AREA: 4,473 SQ.FT
FIRE FLOW BASED ON THE FIRE-FLOW CALCULATION AREA: 1,750 GPM
REDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%): 500 GPM
TOTAL FIRE FLOW REQUIRED: 1,250 GPM FOR 1 HOUR AT 20 PSI
RESIDENTIAL PLAN REVIEW -
FIRE SPRINKLER NOTES
THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE FIRE SPRINKLER PIPING SHALL
BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.6
PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING
CODE 903 AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK
UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REASON: RESIDENTIAL CODE &
FIRE CODE 903.1 & FIRE FLOW REDUCTION. TYPE OF FIRE SPRINKLER SYSTEM: 903.3.1.3
SITE AREA CALCULATION
STRUCTURAL CALCULATIONS
FLATWORK CALCULATIONS
E
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FO FILAC AINRO
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:40:06 PM
SITE PLAN
A1.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
KEYNOTES
1/16" = 1'-0"
1PROPOSED SITE PLAN
1 PROPERTY LINE
2 (E) RETAINING WALL
3 (E) POOL EQUIPMENT
4 (E) POOL
5 (E) PAVING
6 (N) PAVED WALK 391 SQFT
7 (N) PLANTER
9 (N) DECK
10 (E) GRASS
12 (N) OUTDOOR KITCHEN 55 SQFT
FIRE DEPARTMENT USE
1
1
1
1
1
1
1
1
3
3
3
3
4
3
1 FD Corr.02/14/24
3 Planning 04/02/25
4 Planning 04/09/25
A RHCA 06/11/25
B RHCA 06/18/25
Page 136 of 228
7 4 '-9 3 /4 "
2 1 0 '-2 1 /2 "
2
1
0
'-
0
"331'-2 3/4"121'-4 1/2"
404'-9 1/2"110'-5"416'-5"64'-6 3/4"
198'-6 1/4"
1 4 9 '-1 "5 9 3 '-4 1 /2 "
APN -7569-010-006
APN -7569-010-005
APN -7569-010-007
APN -7569-010-010
APN -7569-025-015
APN -7569-024-014
APN -7569-024-015
APN -7569-026-010
APN -7569-010-004
(N) DETACHED CABANA
(N) GARAGE
(N) ADDITION
QUAIL RIDGE ROAD NQUAIL RIDGE ROAD N(E) RESIDENCE
EASEMENT
SETBACKS
SETBACKS
E
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FO FILAC AINRO
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:41:38 PM
PROXIMITY
MAP
A1.036 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1/64" = 1'-0"
PROXIMITY MAP
3
3
3
3 Planning 04/02/25
Page 137 of 228
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:42:44 PM
EXISTING
SITE PHOTOS
A1.046 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
AERIAL SHOT 1 AERIAL SHOT 2 AERIAL SHOT 3
VIEW OF THE HOUSE FROM THE DRIVEWAY APPROACH VIEW OF THE GARAGE FROM THE MOTORCOURT VIEW OF THE ENTRANCE AND DRIVEWAY FROM THE MOTORCOURT
VIEW OF THE EXISTING ENTRANCE PORCH VIEW OF THE RETAINING WALL AND SIDE YARD -EAST OF THE HOUSE VIEW OF THE EXISTING POOL
Page 138 of 228
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:43:33 PM
EXISTING
SITE PHOTOS
A1.056 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
VIEW OF THE HOUSE AND SHED FROM THE NORTH VIEW OF THE EXISTING SHED TO THE WEST VIEW FROM THE WEST SIDE YARD VIEW TO THE NORTH FROM THE POOL
VIEW TO THE NORTH FROM THE BACKYARD VIEW TO THE NORTH FROM THE BACKYARD VIEW TO THE NORTH FROM THE BACKYARD
Page 139 of 228
W
D
LEGEND
W24
A2X
101
101
WINDOW TYPE
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
DOOR NUMBER
ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
1HR
2HR
PROPERTY LINES
BUILDING SETBACK
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 to the centerline of studs in all
interior walls and exterior of stud at all exterior 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
A3.00
A3.00
10
A3.00
3
S ID E Y A R D S E T B A C K
3 5 '-0 "PROPERTY LINE
U.C.
(N) DETACHED
CABANA
200
U.C.
REF
DISH
DRW
REF.
M/W
(N) FAMILY
ROOM
112
(N) GUEST/STUDY 2
106
(N) BATH 4
115
(N) LAUNDRY
116
(N) BATH 5
107
(N) GUEST/STUDY 1
105
(N) BUTLER'S
PANTRY
118
(N) KITCHEN
104
(N) GREAT ROOM
103
(N) LIVING ROOM
102
(E) BEDROOM 2
126
(E) BEDROOM 1
121
(E) PRIMARY
BEDROOM
122
(E) PRIMARY
W.I.C.
125
(E) PRIMARY
BATH
123
(E) BATH 1
120
(E) BATH 2
127
(E) PWDR
128(N) GARAGE
109 BUFFETWINE BAR(N) P
LA
N
T
E
R
(E)
CLO.
(E)
STO.
(E)
CLO.
(E)
CLO.
(E)
CLO.
DN
7"
D/W FRZ.
(N)
CLO.
ST
O
R
A
G
E (N) FIREPLACECAB.
(E) W.C.
124
T
TBENCHMURPHY
BED
(N)
CLO.
U.C.
REF(N) STORAGE
108
NEW 48" SOAKING TUB
AND FLOATING SHELVES
A2.01A2.02A3.00
6
1
2
2
3
17'-8"29'-1 3/4"AA
AB
AO
AN
AI
AQ
AD
AF
AC
AT
AU
AP
AE
AH
150151152154155
156
157
158
159160
161
162
163
164
165
166
100
101
102
103
104
167
A3.02
6
A3.02 4
A3.02
5
A3.023
(N)
BBQ
2
A3.02
4
A3.00
11
A3.00
4
A3.00
9
A3.00
2
A3.00
8
A3.00 5
A3.001
(N) STORAGE
113
(N) HALLWAY-1
117
(N) HALLWAY-2
119
(E)HALLWAY-3
129
(N) HALLWAY-4
127
(N) ENTRY
100
BREEZWAY
130
8'-3"
105
22'-2"24'-11 3/4"10'-5 3/4"107
106 CLO.AJ
AK
AL
AM
108
17'-8"
1
A3.02
1
A4.00
2
A4.00
1
A4.01
2
A4.01
3
A4.01
1
A4.02
2
A4.02
3
A4.02
AG
153
AR
AS
FAU
W.H
(N) PLANTER (N) PLANTER
NEW
ELECTRICAL
PANEL
NEW
A.C
7A2.03A2.03
B
E
TATSNS E D
LICEA
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RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:49:45 PM
OVERALL
PROPOSED
FIRST FLOOR
PLAN
A2.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1 (N) OUTDOOR FIREPLACE
2 (N) SKYLIGHT ABOVE TYP.
3 (N) PLANTERS
4 (N) OUTDOOR KITCHEN 55 SQFT
KEYNOTES
1/8" = 1'-0"
1OVERALL PROPOSED FIRST FLOOR PLAN
3
3
3
3
3
3
3
3
3 2
2
3
3
2 Planning 03/13/25
3 Planning 04/02/25
4 Planning 04/09/25
B RHCA 06/18/25
Page 140 of 228
W
D
LEGEND
W24
A2X
101
101
WINDOW TYPE
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
DOOR NUMBER
ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
1HR
2HR
PROPERTY LINES
BUILDING SETBACK
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 to the centerline of studs in all
interior walls and exterior of stud at all exterior 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
A3.00
10
U.C.
REF
DISH
DRW
M/W
(N) FAMILY
ROOM
112
(N) MUD
ROOM
110
(N) GUEST/STUDY 2
106
(N) BATH 4
115
(N) LAUNDRY
116
(N) BATH 5
107
(N) GUEST/STUDY 1
105
(N) BUTLER'S
PANTRY
118
(N) KITCHEN
104
(N) GREAT ROOM
103
(N) GARAGE
109 BUFFETWINE BAR(N) PLA
N
T
E
R
DN
7"
D/W
(N)
CLO.
CAB.
TBENCHMURPHY
BED
(N)
CLO.
(N) PLANTER
U.C.
REF
(N) STORAGE
108
(N) SKYLIGHTS ABOVE, TYP.A2.01A2.026'-0 1/2"
3'-7"
2'-11"
1'-6"
3'-3 3/4"
8'-4 1/2"
9'-7 3/4"
2'-6"
5'-3 1/2"
7'-7 3/4"
7'-5"
4'-8 3/4"
6'-0 1/2"
3'-9 1/4"
5'-6"
11'-7 1/4"2'-7 1/2"2'-4 1/4"1'-9 1/4"11'-6"4'-3 1/2"4'-0 1/4"3'-5 1/2"7'-3 1/4"7'-4 3/4"
5'-7"
2'-1 3/4"5'-2 1/4"2'-0 1/4"5'-9 1/4"4'-2"
2'-5"2'-9 3/4"7'-11 3/4"4'-11 3/4"C
L
C
L
2'-10"
11'-2 1/2"
8'-8 1/2"
8'-3 1/4"
2'-0 1/4"
5'-6 1/2"
5'-6 1/4"
C
L
C
L
C
L
4'-0"2'-7 3/4"3'-1"4'-1"
2'-3 1/4"5'-6 1/2"5'-7 1/4"AO
AN
AI
AQAP
164
166
163
102
165
155
159
100
158161
162
160
101
167
156
157
103
104
A3.00
11
A3.00
2
A3.00
8
(N) STORAGE
113
(N) HALLWAY-1
117
(N) HALLWAY-2
119
(N) W.C.
114
ST
O
R
A
G
E
25'-2 1/2"39'-7 1/2"64'-10"5'-1 1/4"3'-7 1/4"1'-11 3/4"
AL
AK
AJ
AM
105
108
3
A8.10
Sim
4
A8.10
Sim
4
A8.10
Sim
1
A4.00
2
A4.00
2
A4.02
3
A4.02
106
107 CLO.A6
A6
A6
A6
A6
A6
B6
A6
A6
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
D4
A6
A6
A6
D4
E4
E4
D4
D4
D4
D4
D4
D4
D6
FAU
25'-2 1/2"3'-3 1/4"7'-2 1/2"7'-2 1/2"3'-4 1/2"11'-4"7'-2 1/2"14'-0 1/2"
35'-2 1/4"
49'-2 3/4"
35'-0 1/4"12'-7 1/4"12'-4 1/2"3'-6"5'-0"1'-11 3/4"35'-5 1/2"22'-2"
2'-4 1/2"
11'-6 3/4"
4'-1"
3'-2 3/4"
BREEZWAY
130 2'-0 1/2"2'-2 1/4"3'-0 3/4"3'-1 3/4"2'-2 1/2"5'-0"3'-3 1/4"A3.00
7
A3.00
6
W.H
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:51:35 PM
PROPOSED
FIRST FLOOR
PLAN 1A
A2.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1/4" = 1'-0"
1PROPOSED FIRST FLOOR PLAN 1A
B
4 Planning 04/09/25
B RHCA 06/18/25
Page 141 of 228
LEGEND
W24
A2X
101
101
WINDOW TYPE
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
DOOR NUMBER
ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
1HR
2HR
PROPERTY LINES
BUILDING SETBACK
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 to the centerline of studs in all
interior walls and exterior of stud at all exterior 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
DISH
DRW
REF.
(N) GREAT ROOM
23'-9" X 16'-3"
(N) LIVING ROOM
102
(E) BEDROOM 2
126
(E) BEDROOM 1
121
(E) PRIMARY
BEDROOM
122
(E) PRIMARY
W.I.C.
125
(E) PRIMARY
BATH
123
(E) BATH 1
120
(E) BATH 2
127
(E) PWDR
128
(E)
CLO.
(E)
STO.
(E)
CLO.
(E)
CLO.
(E)
CLO.
D/W
FRZ.(N) FIREPLACE(E) W.C.
124
T
A2.01A2.02A3.00
6
8'-3 1/4"8'-4 3/4"9'-2 1/4"9'-2 1/4"8'-3 1/4"8'-4 3/4"2'-3 1/4"12'-8"2'-3 1/4"15'-9 1/4"2'-5"2'-5"3'-7 3/4"5'-0"3'-11"3'-7 3/4"2'-8 1/2"6'-0"8'-3"12'-7 1/2"7'-7"2'-5"2'-5"15'-7 3/4"2'-9 1/4"1'-9 3/4"11'-4 1/4"2'-6 1/2"
1
2
2
3
3
4
5
AA
AD
AB
AF
AC
AT
AU
AE
AH
154
153
152151150A3.00
4
A3.00
9
A3.00 5
A3.001
(E)HALLWAY-3
129
(N) ENTRY
100
(N) HALLWAY-4
101
A8.10
2
Sim
3
A8.10
Sim
4
A8.10
Sim
1
A4.00
2
A4.00
1
A4.01
2
A4.01
3
A4.01
1
A4.02
D6
A6
D8
D4
D4
D4 D4
D4
D4
D4
D4
A6
A6
A6
NEW
ELECTRICAL
PANEL
NEW
A.C
A3.00
7 16'-8"16'-8"18'-4 1/2"
1'-3 1/2"A3.003E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:53:10 PM
PROPOSED
FIRST FLOOR
PLAN 1B
A2.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1 (N) OUTDOOR FIREPLACE
2 (N) SKYLIGHT ABOVE TYP.
3 (E) SKYLIGHT TO REMAIN
4 48" SOAKING TUB
5 FLOATING SHELF
KEYNOTES
1/4" = 1'-0"
1PROPOSED FIRST FLOOR PLAN 1B
2 Planning 03/13/25
4 Planning 04/09/25
Page 142 of 228
LEGEND
W24
A2X
101
101
WINDOW TYPE
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
DOOR NUMBER
ROOM TAG
KITCHEN
EXISTING TO REMAIN
EXISTING TO REMOVE
NEW
1HR
2HR
PROPERTY LINES
BUILDING SETBACK
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 to the centerline of studs in all
interior walls and exterior of stud at all exterior 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
A3.02
6
A3.02 4
A3.02
5
A3.023
2
A3.02
1
A3.02
(N) DETACHED
CABANA
200
11'-2 3/4"1'-4"11'-6 1/4"1'-4"26'-9 1/4"1076'-2 3/4"
(N) PAVED
C4
C4
C4C4
C4
C4
DW
1'-4"12'-4"1'-4"2'-4"
17'-4"3'-6"3'-0"3'-6"3'-3 1/2"2'-6 1/2"
4'-0"3'-0"
U.C.
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:57:08 PM
PROPOSED
FIRST FLOOR
PLAN-CABANA
A2.036 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
KEYNOTES
1/4" = 1'-0"
1PROPOSED FIRST FLOOR PLAN -CABANA
4 Planning 04/09/25
Page 143 of 228
A3.00
A3.00
10
A3.00
3
4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4"
/
1'
-0"4"
/
1'
-0"
4" / 1'-0"4" / 1'-0"
(N) ROOF
(N) ROOF
(E) ROOF
(E) ROOF
(E) ROOF
(E) ROOF
4 " / 1 '-0 "4"
/
1'
-0"
(N) ROOF4" / 1'-0"NEW ROOF BEYOND THIS LINE
4" / 1'-0"4" / 1'-0"A2.05A2.06A3.00
6
1090'-7 1/4"
1089'-5 5/8"
1090'-6 3/4"
1083'-7 3/16"
1083'-7 3/16"
1086'-6 17/32"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1
2
2
CA CB CC CD
CE CF CG CH CI
A3.023
A3.00
11
A3.00
4
A3.00
9
A3.00
2
A3.00
8
A3.00 5
A3.0013'-0"(N) ROOF
1089'-5 3/32"
1087'-0 3/4"
A8.10
1
Sim
A8.10
6
Sim
A8.10
7
Sim
3
A8.11
Sim
2
A8.11
Sim
2
A8.11
Sim1
A8.11
Sim4
A8.11
Sim
4
A8.11
Sim
3
4
3333
3
A3.02
6
A3.02 4
A3.02
5
A2.07 A2.077
5 6
7
7
7
4
77
8
333
LEGEND
EXISTING TO REMAIN
BUILDING SETBACK
BUILDING OUTLINE
1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS.
2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE
1505.1.1. RESIDENTIAL CODE R337.5 AND R902.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE
R337.5.4 AND BUILDING CODE 705A.4
4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME
THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE
PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH
WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH
INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES.
RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2
5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED
PER FIRE CODE 325.2.1.
6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26
GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER
A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND
MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909
RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3.
7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES
UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3
ARE MET. PER 706A.3; R337.6.3.
8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES
SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4.
ROOF PLAN NOTES
(E) ROOF
(E) ROOF(E) ROOF
(E) ROOF
ROOF-A
ROOF-B
ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION @ 1/150
ROOF
ROOF-A
ROOF-B
ROOF AREA REQUIRED VENTILATION VENTS PROVIDED VENTILATION TOTALS
3' OF SMARTRIDGE(1 PIECES)
33' OF SMARTVENT(11 PIECES)
UPPER:3 X18SQ .IN= 54 SQ .INCH
LOWER:33X9SQ .IN= 297 SQ .INCH
TOTAL PROVIDED= 351 SQ.INCH
UPPER:18 X18SQ .IN= 324 SQ.INCH
LOWER:77 X9SQ .IN= 693 SQ.INCH
TOTAL PROVIDED= 1,017 SQ .INCH
18' OF SMARTRIDGE(6 PIECES)
77' OF SMARTVENT(26 PIECES)
• NOTE:SMARTVENT PROVIDES 9 SQ.IN./FOOT NFA AND SMARTRIDGE ROVIDES 18 SQ.IN./FOOT NFA.
1055.87 SF
365.14 SF 2.43 SF = 349.92 SQ .INCH
7.03 SF = 1,012.32 SQ.INCH
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:58:15 PM
ROOF PLAN
A2.046 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/8" = 1'-0"
1PROPOSED ROOF PLAN N
PLAN NORTH
1 (N) FAUX CHIMNEY
2 (E) BUILDING LINE
3 (N) SKYLIGHT
4 (E) SKYLIGHT TO REMAIN
5 (N) ROOF TILES TO MATCH EXISTING
6 (N) ARCHITECTURAL COLUMN
7 (N) CONCEALED DOWNSPOT 2-SITE
8 (N) ROOF ADDITION TO MAIN ENTRANCE
KEYNOTES
PROPOSED ROOF PLAN -KEY PLAN
Page 144 of 228
1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS.
2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE
1505.1.1. RESIDENTIAL CODE R337.5 AND R902.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE
R337.5.4 AND BUILDING CODE 705A.4
4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME
THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE
PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH
WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH
INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES.
RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2
5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED
PER FIRE CODE 325.2.1.
6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26
GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER
A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND
MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909
RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3.
7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES
UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3
ARE MET. PER 706A.3; R337.6.3.
8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES
SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4.
ROOF PLAN NOTES
A3.00
10
4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"(E) ROOF
(E) ROOF
A2.05A2.061090'-7 1/4"
1090'-6 15/16"
1084'-8 1/4"
1
2
(N) GARAGE ROOF
A3.00
11
A3.00
2
A3.00
8
3
A8.11
Sim
2
A8.11
Sim
2
A8.11
Sim
1
A8.11
Sim
4
A8.11
Sim
A3.00
6
A3.00
7
33
3333
4
4
4
LEGEND
EXISTING TO REMAIN
BUILDING SETBACK
BUILDING OUTLINE
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
2:59:26 PM
PROPOSED
ROOF PLAN
1A
A2.056 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1/4" = 1'-0"
1PROPOSED ROOF PLAN 1A
1 (N) FAUX CHIMNEY
2 (E) BUILDING LINE
3 (N) SKYLIGHT
4 (N) CONCEALED DOWNSPOT 2-SITE
KEYNOTES
Page 145 of 228
1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS.
2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE
1505.1.1. RESIDENTIAL CODE R337.5 AND R902.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE
R337.5.4 AND BUILDING CODE 705A.4
4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME
THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE
PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH
WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH
INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES.
RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2
5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED
PER FIRE CODE 325.2.1.
6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26
GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER
A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND
MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909
RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3.
7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES
UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3
ARE MET. PER 706A.3; R337.6.3.
8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES
SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4.
ROOF PLAN NOTES
A3.00
A3.00
3
4" / 1'-0"4" / 1'-0"4"
/
1'
-0"4"
/
1'
-0"
(E) ROOF
(E) ROOF
(E) ROOF
4 " / 1 '-0 "4"
/
1'
-0"
(N) ADDITION ROOF4" / 1'-0"NEW ROOF BEYOND THIS LINE
4" / 1'-0"4" / 1'-0"A2.05A2.06A3.00
6
1090'-6 15/16"
1090'-6 3/4"
1084'-8 1/4"
1084'-8 1/4"
1084'-8 1/4"
1088'-11 11/16"
1084'-8 1/4"
1
2
A3.00
4
A3.00
9
A3.00 5
A3.001
4
A8.11
Sim
7
3 3 3
4
4
5
6
6
LEGEND
EXISTING TO REMAIN
BUILDING SETBACK
BUILDING OUTLINE
E
TATSNS E D
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I
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:00:32 PM
PROPOSED
ROOF PLAN
1B
A2.066 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
1/4" = 1'-0"
1PROPOSED ROOF PLAN 1B
1 (N) FAUX CHIMNEY
2 (E) BUILDING LINE
3 (N) SKYLIGHT
4 (E) SKYLIGHT TO REMAIN
5 (N) ROOF ADDITION TO MAIN ENTRANCE
6 (N) CONCEALED DOWNSPOT 2-SITE
KEYNOTES
Page 146 of 228
1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS.
2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE
1505.1.1. RESIDENTIAL CODE R337.5 AND R902.
3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE
R337.5.4 AND BUILDING CODE 705A.4
4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME
THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE
PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH
WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH
INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES.
RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2
5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED
PER FIRE CODE 325.2.1.
6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26
GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER
A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND
MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909
RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3.
7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES
UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3
ARE MET. PER 706A.3; R337.6.3.
8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES
SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4.
ROOF PLAN NOTES
LEGEND
EXISTING TO REMAIN
BUILDING SETBACK
BUILDING OUTLINE
A3.023
4" / 1'-0"4" / 1'-0"
1'-4"1'-7 1/2"(N) ROOF
A8.10
7
Sim
A3.02
6
A3.02 4
A3.02
5
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:03:19 PM
PROPOSED
ROOF PLAN-
CABANA
A2.076 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
N
PLAN NORTH
KEYNOTES
1/4" = 1'-0"
1PROPOSED ROOF PLAN -CABANA
Page 147 of 228
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'10 1/2"6'-1"8'-3"7"15'-9 1/2"1 2
3
4 5
(N)
(E)
(N)
(E)
(N)15'-2 1/4"7
A8.10
1
Sim
A8.10
6
Sim
(N)(N)10 1/2"6'-1"10 3/4"7'-4 1/4"7"FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'13'-8"16
5
1
3
5
(N)(N)
(N)(N)(N)(N)(E)
MATCH LINE MATCH LINE
A8.10
1
Sim
CABANA BEYOND HOUSE
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'10 1/2"6'-1"8'-3"7"15'-9 1/2"4
(N)
NEW ROOF
ADDITION
(N)(N)(N)
4
7
7
(N) (N)
4
MATC LINE
NEW ROOF
ADDITION
3
A8.11
Sim4
A8.11
Sim
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'7
(N)
(N) (N) (N)
4
MATCH LINE
10 1/2"6'-1"10 3/4"7'-4 1/4"9"(E)
(N)(N)(N)
7
4
5
MATCH
LINE 7
5
MATCHLINE NEW ROOF
ADDITION
4
A8.11
Sim
(N)(N)(N)(N)
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
GARAGE FLOOR
1075.64'
T.O.P.
1083.58'
T.O. ROOF
1091.42'
(N)(N)(N)
NEW ROOF
ADDITION
1
A8.11
Sim
2
A8.11
Sim
1
A8.11
Sim
2
A8.11
Sim
4
A8.11
Sim
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
T.O.P.
1083.58'
T.O. ROOF
1091.42'13'-4"87
5
NEW ROOF
ADDITION
(N)(N)(N)
FIRST LEVEL
1076.23'
FIRST LEVEL CEILING
1084.48'
ROOF RIDGE
1090.56'
T.O.P.
1083.58'
T.O. ROOF
1091.42'
78
4
NEW ROOF
ADDITION
4
A8.11
Sim
1
A8.11
Sim
10 1/2"6'-1"10 3/4"7'-4 1/4"(N)
MATCH LINEMATCH LINE
(N) (N) (N) (N) (N)
1
44455
4
A8.11
Sim
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:05:40 PM
EXTERIOR
ELEVATION
A3.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
KEYNOTES
1 (N) SKYLIGHT
2 (N) FAUX CHIMNEY
3 (E) SKYLIGHT TO REMAIN
4 (N) WINDOW
5 (N) DOOR
6 (N) FAUX CHIMNEY
7 (E) ROOF TO REMAIN
8 (N) ROOF TILES TO MATCH EXISTING
1/8" = 1'-0"
3PROPOSED EAST ELEVATION
1/8" = 1'-0"
6PROPOSED NORTH ELEVATION B
1/8" = 1'-0"
10PROPOSED WEST ELEVATION
2
1/8" = 1'-0"
11PROPOSED SOUTH ELEVATION A
1/8" = 1'-0"
4PROPOSED SOUTH ELEVATION C
1/8" = 1'-0"
9PROPOSED NORTH ELEVATION A
1/8" = 1'-0"
2PROPOSED NORTH ELEVATION C
1/8" = 1'-0"
8PROPOSED EAST GARAGE ELEVATION
1/8" = 1'-0"
5PROPOSED WEST MAIN ENTRANCE ELEVATION
1/8" = 1'-0"
1PROPOSED EAST MAIN ENTRANCE ELEVATION
1/8" = 1'-0"
7PROPOSED SOUTH ELEVATION D
2 Planning 03/13/25
Page 148 of 228
FIRST LEVEL
1076.23'
T.O.P.
1083.58'10'-3 3/4"5"5"5"1076'-8 3/4"
(N) Top of
planter wall
(N) BBQ
Finish level
(N) Top of
planter wall
1076'-8 3/4"
1075'-0"
Grade
1'-8 3/4"A8.10
8
3
A8.10
Sim
A8.11
1
Sim
FIRST LEVEL
1076.23'
T.O.P.
1083.58'5"5"5"10'-3 3/4"6'-7 1/4"3'-0"1075'-7 11/16"
(E) Deck
1076'-8 3/4"
(N) Top of
planter wall
10'-0"
(N) BBQ
(N) PLANTER
A8.10
3
Sim
1
A8.11
Sim
4
A8.11
Sim
7
A8.10
Sim
5
A8.11
Sim
FIRST LEVEL
1076.23'
T.O.P.
1083.58'
1076'-2 3/4"1076'-8 3/4"
(N) Top of
planter wall
(N) Cabana
Finish level
1076'-8 3/4"
(N) Deck
(E) Pool
(N) PLANTER
FIRST LEVEL
1076.23'
T.O.P.
1083.58'3'-0"10'-0"6'-7 1/4"10'-3 3/4"5"5"5"1076'-2 3/4"1076'-8 3/4"
(N) BBQ
Finish level
(N) Top of
planter wall
(N) BBQ
1075'-0"
Grade
FIRST LEVEL
1076.23'
T.O.P.
1083.58'1'-8"6"1076'-2 3/4"
(N) Cabana
Finish level
(N) Top of
planter wall
1076'-8 3/4"1076'-8 3/4"
(N) Deck (N) Top of
planter wall
1076'-8 3/4"1075'-0 3/4"
Grade
(N) DECK
(N)
PLANTER
(N) PLANTER7'-6"10'-3 3/4"1'-8"1'-4"1
A3.02
(N) DETACHED
CABANA
200
FIRST LEVEL
1076.23'
T.O.P.
1083.58'
2
A3.02
(N) DETACHED
CABANA
200
E
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H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:06:49 PM
DETACHED
CABANA
ELEVATIONS
A3.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1/8" = 1'-0"
6CABANA NORTH ELEVATION
1/8" = 1'-0"
4CABANA WEST ELEVATION
1/8" = 1'-0"
5CABANA SOUTH ELEVATION
1/8" = 1'-0"
3CABANA EAST ELEVATION
1/8" = 1'-0"
2CABANA AND DECK SECTION-B
3
3
3
3
3
1/8" = 1'-0"
1DETACHED CABANA SECTION-A
2 Planning 03/13/25
3 Planning 04/02/25
Page 149 of 228
1. Wood flush -type doors shall be 1 3/4" thick minimum with solid core
construction 91.6709.1 -door stops of in-swinging doors shall be of one-
piece construction with the jamb or joined by rabbet to the jamb. (6709.4)
2. Provide dead bolts with hardened inserts; deadlocking, latch with key-
operated locks on exterior. Locks must be openable from inside without key,
special knowledge or special effort (latch not required in B,F, and S
occupancies. (6709.2)
3. Straight dead bolts shall have a min. throw of 1" and an embedment of not
less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have
a minimum throw of 3/4".
4. Doors opening into one-hour resistive corridors shall be protected with a
smoke or draft-stop fire assembly having a minimum 20-minute rating. Show
on door schedule
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. Owner shall approve all selections
D. Safety glazing is required when the bottom edge of the glazing is
less than 18" above the floor.
E. 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. All glass in doors shall be tempered.
11. All doors shall have U-factor 0.38, SHGC 0.38
12. 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
13.Owner shall approve all materials, finishes, and product selections
prior to procurement.
DOOR NOTES
A
SOLID DOOR AND SIDE LITES
10
A6.02
Sim
9
A6.02
Sim
9
A6.02
Sim
B
SOLID DOUBLE DOORS
(INTERIOR)
7
A6.02
Sim
8
A6.02
Sim
C
2 PANEL SLIDING GLASS DOOR
D
3 PANEL SLIDING GLASS DOOR
5
A6.02
Sim
4
A6.02
Sim
2
A6.02
Sim
3
A6.02
Sim
E
SOLID PANEL DOOR
(INTERIOR)
F
SOLID POCKET DOOR
(INTERIOR)
H
GARAGE DOOR
8
A6.01
Sim
9
A6.01
Sim
2
A6.01
Sim
3
A6.01
Sim
5
A6.01
Sim
6
A6.01
Sim
G
GLASS PANEL INSWING DOORHeightWidth4'-0"4'-0"
Width Width
Width Width
Width
Width
Width
HeightHeightHeightHeightHeightHeightHeight1
A6.01
Sim4
A6.01
Sim7
A6.01
Sim
1
A6.02
Sim
2
A6.02
Sim
3
A6.02
Sim
1
A6.02
Sim4
A6.02
Sim6
A6.02
Sim
12
A6.01
Sim
12
A6.01
Sim
I
SWING DOOR
Width
10
A6.01
Sim
E
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:07:41 PM
DOOR
SCHEDULE
A6.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
DOOR SCHEDULE
DOOR #
DOOR FRAME
HARDWAREFIRE RATINGCOMMENTSSIZE
TYPETHICKNESSMATERIALFINISHMATERIALFINISHWIDTHHEIGHTGARAGE FLOOR
100 2'-10"8'-0"I 1 1/5"WD TBD WD TBD TBD
101 14'-10"8'-0"D 2"GLASS TBD AL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
102 3'-0"6'-8"F 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
103 3'-6"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
104 5'-0"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
105 3'-0"7'-3"G 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,2,3,12 AND 13
106 3'-0"8'-7"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 2,3,4,7,8,9,10,11,12 AND 13
107 3'-0"8'-0"I 1 1/5"WD TBD WD TBD TBD 20 MIN SEE NOTES 1,2,3,12 AND 13
108 18'-0"8'-7"H 2"METAL TBD METAL TBD TBD SEE NOTES 6, 12 AND 13
FIRST LEVEL
150 5'-0"8'-0"A 1 3/4"WD TBD METAL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
151 3'-6"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
152 3'-6"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
153 8'-1"7'-0"C 1 1/5"GLASS TBD AL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
154 16'-6"8'-0"D 2"GLASS TBD AL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
155 16'-6"8'-0"D 2"GLASS TBD AL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
156 2'-8"6'-7"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
157 2'-8"6'-7"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
158 1'-8"6'-8"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
159 4'-0"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
160 4'-0"6'-8"B 1 3/4"WD TBD WD TBD TBD SEE NOTES 1,12 AND 13
161 2'-10"6'-8"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
162 2'-10"6'-8"E 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
163 2'-10"6'-8"F 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
164 2'-10"6'-8"F 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
165 3'-0"8'-0"I 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,2,3,12 AND 13
166 2'-6"6'-8"F 1 1/5"WD TBD WD TBD TBD SEE NOTES 1,3,12 AND 13
167 3'-0"6'-8"G 1 3/4"GLASS TBD METAL TBD TBD SEE NOTES 2,3,7,8,9,10,11,12 AND 13
Page 150 of 228
EXTERIOR
OVERHEAD DOOR
PER SCHEDULE
U -BOTTOM SEAL
CAULK
CONCRETE PER CIVIL
INTERIOR
FLOOR SHEATHING
W.P. MEMBRANE
EXPANSION JOINTFLOORING SYSTEM, PER
STRUCTURAL
Slope Per Civil
GARAGE DOOR
THRESHOLD
Slope Per Civil
JAMB FRAME
INTERIOR
EXTERIOR
2X WALL PER PLAN
SMOOTH STUCCO
GWB
GARAGE DOOR PER SCHEDULE
GARAGE DOOR HARDWARE
2" X 4" JAMB FRAME (2) LAYERS OF GRADE 'D'
BUILDING PAPER, PER 703.6.3
FLUSH 1/2" THK. MITERED
CORNER COLUMN PER STRUCTURAL
BLOCKING AS NEEDED
BEAM PER STRUCTURE
BLOCKING AS NECESSARY
WEATHER SEAL
OVERHEAD DOOR, PER SCHEDULE
TORSION SPRING, PER
DOOR MANUFACTURE
MIN. PER MANUFACTUREOVERHEAD DOOR TRACK, PER
DOOR MANUFACTURE
2X WALL PER PLAN
BATT INSULATION PER TITLE 24
2 LAYERS BUILIDNG PAPER
GYPSUM BOARD PANEL
SMOOTH STUCCO
PLYWOOD SHEATHING
INTERIOR EXTERIOR
1/4" DRIP EDGE
INTERIOR EXTERIOR
DOOR, PER SCHEDULE
FINISH FLOOR
SUBFLOOR
EXTENDED FLUSH WOOD
THRESHOLD
STUCCO RETURN
FINISH, PER ELEVATION
SHIM BLOCKS SUPPORTING THE
DOOR AND WOOD THRESHOLD
EXTERIOR FINISH
NOTE: FLASHING OVER 6 INCHES DEEP NEEDS SLOPING
EXPANSION JOINT
Slope Per Civil
EXTERIOR
INTERIOR
PLYWOOD SHEATHING, PER
STRUCTURAL
DOOR, PER SCHEDULE
SMOOTH
STUCCO
STUCCO RETURN
SEALANT JOINT BETWEEN J-METAL
AND FRAME
BATT INSULATION PER TITLE 24
FINISH, PER ELEVATION
NOTE:SEE MANUFACTURER FOR DETAILS.
FAST FLASH INTO RO
SHIMS
FASTFLASH OVER J METAL
SS-J-METAL
FASTFLASH OVER AIRDAM
AIRDAM SEALANT
AIR BARRIER
WRAPSHEILD SA SELF ADHERED
WRB/AIR BARRIER.
INTERIOR
EXTERIOR
BATT INSULATION PER TITLE 24FINISH, PER
ELEVATION
PLYWOOD SHEATHING
SQUARE EDGE
DOOR, PER SCHEDULE
HEADER PER
STRUCTURAL
SQUARE EDGE
STUCCO
FAST FLASH INTO RO.
J-METAL
FAST FLASH OVER J-METAL AND AIRDAM
SHIMS
SEALANT JOINTS BETWEEN J-METAL AND FRAME
DRIP FLASHING LAPPED INTO FAST FLASH AND
WEATHER BARRIER
PERIMETER SEALANT JOINT OF AIRDAM
SEALANT
AIRDAM SEALANT
AIR BARRIER
WRAPSHEILD SA SELF ADHERED
WRB/AIR BARRIER.
26-GAUGE STAINLESS STEEL METAL FLASHING
SLIDING WALL SYSTEM UNIT
FLUSH SILL
FINISHED FLOOR
WOOD FRAMING
VERTICAL MILLED WOOD PANEL /
CONDITION @ THE OPPOSITE SIDE
OF DOOR OPENING / MATCH TYPE
AND GRADE OF DOOR FRAME
1 1/2" THK. DOOR FRAME1 3/4"1 3/4"FINISH, PER ELEVATION
1/4"HEADER -SEE STRUCTRUAL
FINISH, PER ELEVATION
1/4"MIN1 1/2"2%
INTERIOR EXTERIOR
DOOR, PER SCHEDULE
FINISH FLOOR
SUBFLOOR
EXTENDED FLUSH WOOD
THRESHOLD
FOUNDATION PER
STRUCTURAL
PAVING
NOTE: FLASHING OVER 6 INCHES
DEEP NEEDS SLOPING
NON ORGANIC SHIMS
REMAINING LAYERS OF WATERPROOFING
OVER PAN FLASHING
ISOLATION COAT OF
WATERPROOFING
GRAVEL POCKET
FINISH, PER ELEVATION PER PLANEXTERIOR
INTERIOR
PLYWOOD SHEATHING,
PER STRUCTURAL
STUCCO
STUCCO RETURN
SEALANT JOINT BETWEEN
J-METAL AND FRAME
DOOR, PER SCHEDULE
NOTE:SEE MANUFACTURER FOR DETAILS
BATT INSULATION
PER TITLE 24
FINISH, PER SCHEDULE
FASTFLASH OVER J-METAL
SS J-METAL
FASTFLASH OVER AIRDAM
AIRDAM SEALANT
SHIMS
FASTFLASH INTO RO.
AIR BARRIER
WRAPSHEILD SA SELF ADHERED
WRB/AIR BARRIER.
PER PLAN
INTERIOR EXTERIOR
2X WALL PER PLAN
BATT INSULATION PER TITLE 24
FINISH, PER ELEVATION STUCCO
PLYWOOD SHEATHING
SQUARE EDGE
HEADER PER STRUCTURAL
DOOR, PER SCHEDULE
FLASHING MAY BE NECESSARY
FASTFLASH INTO RO.
J-METAL
FASTFLASH OVER J-METAL
AIRDAM SEALANT
SHIMS
FASTFLASH OVER
AIRDAM
SEALANT JOINT
BETWEEN J-METAL AND
FRAME
WRAPSHEILD SA SELF
ADHERED WRB/AIR BARRIER.
26-GAUGE STAINLESS
STEEL METAL FLASHING
26-GAUGE STAINLESS STEEL
METAL FLASHING
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:09:05 PM
DOOR
DETAILS
A6.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
3" = 1'-0"
1DOOR THRESHOLD-GARAGE
1 1/2" = 1'-0"
2DOOR JAMB-GARAGE
1 1/2" = 1'-0"
3DOOR HEADER-GARAGE
3" = 1'-0"
4DOOR THRESHOLD-GLASS PANEL INSWING DOOR
3" = 1'-0"
5DOOR JAMB-GLASS PANEL INSWING DOOR
3" = 1'-0"
6DOOR HEADER-GLASS PANLE INSWING DOOR
3" = 1'-0"
7DOOR THRESHOLD-SOLID POCKET DOOR
3" = 1'-0"
8DOOR JAMB-SOLID POCKET DOOR
3" = 1'-0"
9DOOR HEADER-SOLID POCKET DOOR
3" = 1'-0"
10DOOR THRESHOLD-SWING EXTERIOR
3" = 1'-0"
11DOOR JAMB-SWING EXTERIOR
3" = 1'-0"
12DOOR HEADER-SWING EXTERIOR
Page 151 of 228
DOOR, PER PLAN
BASEBOARD BEYOND
FINISH WALL BEYOND
FINISH FLOOR
SUBFLOOR
1" REVEAL AT BASEBOARD TO DRYWALL
INTERIORINTERIOR1/4"1/4"FINISH, PER ELEVATION
2X WALL, PER PLAN
1/4" REVEAL
DOOR, PER SCHEDULE
1 1/2" JAMB EXTENSIONINTERIOR
INTERIOR
1/4"1/4"
2X STUD
FINISH, PER ELEVATION
JAMB TO MATCH DOOR FINISH
DOOR, PER SCHEDULE
INTERIORINTERIOR
FRAMING PER
STRUCTURAL
SEALANT W/
BACKER ROD
HEADER, PER
STRUCTURAL
1/4:12 SLOPE
SCHEDULED
FINISH FLOOR
SUBFLOOR
FINISH PER
LANDSCAPE PLAN
WATERPROOF
MEMEBRANE
SUBFLOOR
EXTERIOR INTERIOR
SLIDING DOOR SYSTEM,
PER MANF. REQ.
BITUMINOUS MEMBRANE
SMOOTH STUCCO
SQUARE EDGE
GWB.
2 LAYERS OF BUIDING
PAPER
EXTERIOR
INTERIOR
SLIDE
DIRECTION
POST, PER STRUCTURAL
BITUMINOUS MEMBRANE
SEALANT W/ BACKER ROD
SLIDING DOOR UNIT PER
SCHEDULE
SMOOTH STUCCO
GWB.
SQUARE EDGE
SCHEDULED
FINISH FLOOR
SUBFLOOR
SCHEDULED
FINISH FLOOR
WATERPROOF
MEMEBRANE
SUBFLOOR
FRAMING PER
STRUCTURAL
EXTERIOR INTERIOR
EXTERIOR
INTERIOR
SLIDE
DIRECTION
POST, PER STRUCTURAL
BITUMINOUS MEMBRANE
STEEL SLIDING DOOR UNIT
SMOOTH STUCCO
GWB.
EXTERIOR INTERIOR
SLIDING DOOR
SYSTEM SCREEN
CORNER BEAD
GYP. BD., PER
ELEVATION
HEADER, PER
STRUCTURAL
BATT INSULATION
PER TITLE 24
GLAZING
PLYWOOD SHEATHING
2 LAYER BUILDING PAPER
SMOOTH STUCCO
HEADER PER
STRUCTURAL
INTERIOREXTERIOR
DOOR STOP
PIVOT DOOR
FLUSH WOOD
THRESHOLD
FINISH FLOOR
SUBFLOOR
FOUNDATION PER
STRUCTURAL
PAVING 2%
2 LAYERS BUILDING PAPER
EXTERIOR
INTERIOR
DOUBLE GLAZING
NOTE: SEE MANUFACTURER FOR DETAILS.
3/8" SEALANT
PLYWOOD SHEATHING
PIVOT DOOR
ARCHITECTURAL
METAL
1XPOST BY ENGINEER
DOOR STOP
POST, PER STRUCTURAL
GWB.
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:09:41 PM
DOOR
DETAILS
A6.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
3" = 1'-0"
1DOOR THRESHOLD-SOLID PANEL DOOR
3" = 1'-0"
2DOOR JAMB-SOLID PANEL DOOR
3" = 1'-0"
3DOOR HEADER-SOLID PANEL DOOR
3" = 1'-0"
4DOOR HEADER/ THRESHOLD-3 PANEL SLIDING
3" = 1'-0"
5DOOR JAMB-3 PANEL SLIDING
3" = 1'-0"
6DOOR THRESHOLD-2 PANEL SLIDING
3" = 1'-0"
7DOOR JAMB-2 PANEL SLIDING
3" = 1'-0"
8DOOR HEADER-2 PANEL SLIDING
3" = 1'-0"
9DOOR HEADER/ THRESHOLD-PIVOT
3" = 1'-0"
10DOOR JAMB-PIVOT
Page 152 of 228
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. All glass in windows shall be tempered.
7. All windows shall have U-factor 0.38, SHGC 0.38
8. Skylights shall have U-factor 0.49, SHGC 0.39
9. Owner shall approve all materials, finishes, and product selections
prior to procurement.
10. 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
1.
WINDOW TYPE NOTES
1 3
CASEMENT WINDOW 3 PANEL CENTER SLIDING WINDOW
2
A6.11
Sim
3
A6.11
Sim
1
A6.11
Sim
2
SLIDING WINDOW DOUBLE
6
A6.11
Sim
WidthHeight 6
A6.11
Sim
WidthHeight
Sill ht.Sill ht.5
A6.11
Sim
Sill ht.HeightWidth
4
A6.11
Sim 4
A6.11
Sim WidthHeight
5
FIXED SKYLIGHTSill ht.HeightWidth 18.36°4
FIXED PANEL GLASS GARAGE WINDOW
NOT IN USE
FIXED
10
A6.11
Sim
5
A6.11
Sim
6
FIXED WINDOWHeight9
A6.11
Sim
Width
8
A6.11
Sim
7
A6.11
Sim
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ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:10:36 PM
WINDOW
SCHEDULE
A6.106 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
WINDOW SCHEDULE
Level SYMBOL
WINDOW FRAME
SILL HT.
(A.F.F.)
HEAD HT.
(A.F.F.)
FIRE
RATING
Thermal
Resistance-R
Heat Transfer
Coefficient-U COMMENTS
SIZE
TYPE
GLAZIN
G MATERIAL FINISHWIDTHHEIGHT
GARAGE FLOOR
GARAGE FLOOR AI 12'-0"5'-0"3 TBD AL TBD 3'-0"8'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
GARAGE FLOOR AJ 3'-6"5'-0"2 TBD AL TBD 3'-0"8'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL
FIRST LEVEL AA 2'-0"3'-0"1 TBD AL TBD 3'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AB 2'-0"3'-0"1 TBD AL TBD 3'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AC 6'-11 1/2"4'-0"2 TBD AL TBD 2'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AD 2'-0"3'-0"1 TBD AL TBD 3'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AE 2'-0"3'-0"1 TBD AL TBD 3'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AF 6'-11 1/2"2'-0"2 TBD AL TBD 5'-3"7'-3"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AG 6'-11 1/2"4'-0"2 TBD AL TBD 3'-0"7'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AH 6'-11 1/2"4'-0"2 TBD AL TBD 3'-0"7'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AK 3'-6"5'-0"2 TBD AL TBD 2'-4 29/32"7'-4 29/32"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AL 3'-6"5'-0"2 TBD AL TBD 2'-4 29/32"7'-4 29/32"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AM 3'-6"5'-0"2 TBD AL TBD 1'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AN 8'-0"4'-0"3 TBD AL TBD 2'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AO 8'-0"4'-0"3 TBD AL TBD 2'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AP 5'-0"4'-0"1 TBD AL TBD 2'-8"6'-8"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AQ 15'-0"4'-0"3 TBD AL TBD 3'-0"7'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AR 4'-0"10'-0"6'-0"16'-0"
FIRST LEVEL AS 4'-0"10'-0"0"10'-0"
FIRST LEVEL AT 12'-0"8'-0"3 TBD AL TBD 0"8'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
FIRST LEVEL AU 12'-0"8'-0"3 TBD AL TBD 0"8'-0"SEE T-24 SEE T-24 2,3,5,6,7,9,10
T.O.P.
T.O.P.CA 4'-0"2'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CB 4'-0"2'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CC 4'-0"2'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CD 4'-0"2'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CE 3'-0"6'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CF 3'-0"6'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CG 3'-0"6'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CH 3'-0"6'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
T.O.P.CI 3'-0"6'-0"5 TBD AL TBD SEE T-24 SEE T-24 2,3,5,6,7,8,9,10
6
6
TBD
TBD
AL
AL
TBD
TBD
4'-0"
4'-0"
8'-0"
8'-0"
8'-0"
8'-0"
SEE T-24
SEE T-24
SEE T-24
SEE T-24
2,3,5,6,7,9,10
2,3,5,6,7,9,10
Page 153 of 228
SLATE ROOF
SKYLIGHT, SEE
FLOOR PLAN FOR
SIZE
2X4 CURB
G.I. FLASHING
CONT. 30# ROOF
UNDERLAYMENT
PLYWOOD PER
STRUCTURAL
RAFTERS PER
STRUCTURAL
INTERIOR FINISH
INTERIOR
EXTERIOR
2X RIP CUT
INTERIOR
2X WALL PER PLAN
BATT INSULATION PER TITLE 24
WINDOW ,PER SCHEDULE
EXTERIOR
FINISH, PER ELEVATION
PLYWOOD SHEATHING
MEMBRANE FLASHING @ FULL
PERIMETER OF WINDOW
3/8" SEALANT
SMOOTH STUCCO
Slope
INTERIOR PERIMETER SEALANT
SHIMS
SS SILL PAN FLASHING
SS J-METAL TO CAPTURE EDGE OF
PLASTER ,SOLDERED TO PAN
LATH ON SPACERS
SOLDERED TO PAN FLASHING
AIR BARRIER
WRAPSHEILD SA SELF ADHERED
WRB/AIR BARRIER.PER PLANEXTERIOR
INTERIOR
SMOOTH STUCCO
PLYWOOD SHEATHING
BATT INSULATION
PER TITLE 24
2X WALL PER PLAN
FINISH, PER ELEVATION
METAL LATH ON BUILDING
3/8" SEALANT OVER BACKER
ROD, PAINT TO MATCH
ADJACENT STUCCO
WINDOW PER SCHEDULE
1/4" SEALANT OVER BACKER
ROD @ INTERIOR
SQUARE EDGE
RIP CUT AS NECESSARY
AIR BARRIER
WRAPSHEILD SA SELF
ADHERED WRB/AIR BARRIER.1" MINPER PLAN
INTERIOR
BATT INSULATION PER TITLE 24
WINDOW,PER SCHEDULE
EXTERIOR
FINISH, PER ELEVATION
PLYWOOD SHEATHING
SEALANT
2X WALL PER PLAN
SMOOTH STUCCO
ALIGN
METAL LATH ON BUILDING PAPER
MEMBRANE FLASHING @FULL PERIMETER OF
WINDOW
DRIP EDGE
HEADER,PER STRUCTURAL
AIRDAM EXTERIOR SEALANT
JOINT
RIP CUT AS NECESSARY
SQUARE EDGE
1/4" SEALANT OVER
BACKER ROD @ INTERIOR
SHIM SPACE
WRAPSHEILD SA SELF ADHERED WRB/AIR
BARRIER.
26-GAUGE STAINLESS STEEL
METAL FLASHING
1" MIN
PER PLAN
2X WALL PER PLAN
BATT INSULATION, PER T24
REPORT
DRIP EDGE
3/8" SEALANT OVER BACKER ROD, PAINT
TO MATCH ADJACENT PLASTER
RIP CUT AS NECESSARY
SQUARE EDGE
HEADER, SEE STRUCTURAL
WINDOW, PER SCHEDULE
INTERIOREXTERIOR
FINISH, PER ELEVATION
MEMBRANE FLASHING @ FULL
PERIMETER OF WINDOW
SMOOTH STUCCO
AIRDAM EXTERIOR
SEALANT JOINT
SHIM SPACE
FAST FLASH INTO RO.
AIR BARRIERWRAPSHEILD SA SELF ADHERED
WRB/AIR BARRIER.
26-GAUGE STAINLESS STEEL
METAL FLASHING
1/4" SEALANT OVER BACKER ROD
@ INTERIOR
SQUARE EDGE
RIP CUT AS NECESSARY
2X WALL PER PLAN
BATT INSULATION, PER
T24 REPORT
EXTERIOR
INTERIOR
FINISH, PER ELEVATION
PLYWOOD SHEATHING
SMOOTH STUCCO
WINDOW, PER SCHEDULE
WRAPSHEILD SA SELF
ADHERED WRB/AIR BARRIER.1" MINS lope
2X WALL PER PLAN
BATT INSULATION, PER T24 REPORT
RIP CUT AS NECESSARY
1/4" SEALANT OVER
BACKER ROD @ INTERIOR
WINDOW, PER SCHEDULE
MEMBRANE FLASHING @
FULL PERIMETER OF
WINDOW
3/8" SEALANT OVER BACKER ROD,
PAINT TO MATCH ADJACENT
PLASTER
EXTERIOR INTERIOR
FINISH, PER ELEVATION
SMOOTH STUCCO
SHEATHING, PER STRUCTURAL
SHIMS
EXTERIOR PERIMETER SEALANT WITH
WEEP HOLES AND BAFFLES FOR
DRAINING THE PAN
LATH ON SPACERS SOLDERED
TO PAN FLASHING
AIR BARRIER
WRAPSHEILD SA SELF
ADHERED WRB/AIR BARRIER.
PLYWOOD SHEATING
1" MIN
IF ABOVE GRADE8" MIN.DRAINAGE BOARD
IF FINISH GRADE
FOUNDATION PER
STRUCTURAL
BITUMINOUS MEMBRANE
STUCCO OVER
EXPOSED FOUNDATION
INTERIOREXTERIOR
FINISH, PER EL.
FINISH, PER PLAN
IF HARDSCAPE
Slope PER PLANSTUCCO
PLYWOOD SHEATHING
METAL LATH
MEMBRANE FLASHING
@ FULL PERIMETER OF
WINDOW
3/8" SEALANT OVER
BACKER ROD, PAINT TO
MATCH ADJACENT
STUCCO
WINDOW ,PER SCHEDULE
1/4" SEALANT OVER
BACKER ROD @ INTERIOR
SQUARE EDGE
RIP CUT AS NECESSARY
2X WALL PER PLAN
BATT INSULATION, PER
T24 REPORT
FINISH, PER ELEVATION
EXTERIOR
INTERIORALIGNPROSOCO FASTFLASH
LIQUID
MEMBRANE
AIR BARRIER
WRAPSHEILD SA SELF ADHERED WRB/AIR
BARRIER.1" MINPER PLAN
2X WALL PER PLAN
BATT INSULATION, PER
T24 REPORT
FINISH, PER ELEVATION
PLYWOOD SHEATHING
MEMBRANE FLASHING @
FULL PERIMETER OF WINDOW
DRIP EDGE
3/8" SEALANT OVER BACKER
ROD, PAINT TO MATCH
ADJACENT PLASTER
RIP CUT AS NECESSARY
SQUARE EDGE
1/4" SEALANT OVER BACKER ROD @
INTERIOR
HEADER, SEE STRUCTURAL
WINDOW ,PER SCHEDULE
INTERIOREXTERIOR
METAL LATH
STUCCO
FASTFLASH INTO RO.
AIRDAM EXTERIOR SEALANT JOINT
SHIM SPACE
WRAPSHEILD SA SELF ADHERED WRB/AIR
BARRIER.
26-GAUGE STAINLESS STEEL
METAL FLASHING
1" MIN
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3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:11:49 PM
WINDOW
DETAILS
A6.116 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1" = 1'-0"
10SKYLIGHT
3" = 1'-0"
1WINDOW SILL-SINGLE CASEMNET-STUCCO
3" = 1'-0"
2WINDOW JAMB-SINGLE CASEMNET-STUCCO
3" = 1'-0"
3WINDOW HEADER-SINGLE CASEMNET-STUCCO
3" = 1'-0"
6WINDOW HEADER-SLIDING WINDOW DOUBLE-STUCCO
3" = 1'-0"
5WINDOW JAMB-SLIDING WINDOW DOUBLE-STUCCO
3" = 1'-0"
4WINDOW SILL-SLIDING WINDOW DOUBLE-STUCCO
3" = 1'-0"
7WINDOW SILL-FIXED -STUCCO
3" = 1'-0"
8WINDOW JAMB-FIXED-STUCCO
3" = 1'-0"
9WINDOW HEADER-FIXED -STUCCO
Page 154 of 228
22GA. SHEET METAL
CHIMNY CAP
1/4" G.I. WIRE MESH
DIRECT VENT
FIREPLACE FLUE
STUCCO
STUD WALL
22GA. SHEET METAL 4"6"NOTE: CHIMNEY FOR USE WITH FACTORY -BUILT FIREPLACES SHALL
COMPLY WITH REQUIRMENTS OF UL 127 PER CRC 1005.4
INTERIOR
EXTERIOR
THIN PROFILES STRUCTURAL
SHEATING AS ENCLOSURE LINER
BLOCKING AS NEEDED
TAPE
SHEATING LINER TAPED TO FRAME
OPENING BOTH SIDES AND TOP
CLOSURE FRAMIG INSTALLED AFTER
SHEATHING LINER AND FIREPLACE
INSTALLATION
FIREPLACE PER SPEC
STUCCO
BATT
INSULATION
2 LAYERS OF GRADE
D BUILDING PAPER
PER 703.6.3
10" MIN
36" MIN
LANDING PER PLAN
CONCRETE STEPS , PER
STRUCTURAL
PER CIVILOUTDOOR LED RECESSED
STAIR LIGHT @ EACH RISER
INTERIOREXTERIOR
ATRIUM GRATE
GRAVEL
PERFORATED PIPE
FINISH FLOOR
COPPER CORNER FLASHING
STUCCO
MIN 2%
Slope
WIRE LATH
PROTECTIVE BOARD . TO BE
UV & ROOT RESISTANT
BUILTUP MEMBRANE
( DEX O TEX)
PLYWOOD SHEATING
DRAIN PIPE
COPPER CORNER FLASHING
RIPPING
SEAM
TAPING, AND PRIMER
M I N 2 %
S l o p e6"6"1'-5 1/2"
STUCCO
GEOTEXTILE FABRIC IF ABOVE GRADE8" MIN.DRAINAGE BOARD
BATT INSULATION PER TITLE 24
GYP. WALL BD.
2 LAYERS OF GRADE D PAPER
STUCCO FINISH OVER METAL LATHE, PER
EXTERIOR ELEVATION
SILL PLATE
PLYWOOD PER STRUCTURAL
IF FINISH GRADE
FOUNDATION PER
STRUCTURAL
BITUMINOUS MEMBRANE
STUCCO OVER
EXPOSED FOUNDATION
INTERIOREXTERIOR
FINISH, PER EL.
FINISH, PER PLAN
IF HARDSCAPE IF ABOVE HARDSCAPE2" MIN.PER SHEAR SCHEDULE
8" MIN, ADJUSTED
WEEP SCREED
4" MIN.2" MIN.2x WALL PER PLAN
2x BLOCKING
CONT. 1x8 NAILER
2x BLOCKING
2x LEDGER PER
STRUCTURAL
WATERPROOFING
G.I. FLASHING
ROOFING AS
SPECIFIED
3O# FELT
UNDERLAYMENT
STUCCO FINISH, PER ELEVATION
ROOF MEMBERS
PER STRUCTURAL
PLYWOOD PER
STRUCTURAL
CRIKET SAME COLOR AS METAL ROOF ABV. INSUL., TYP.1" MIN. AIR SPACEVENTILATION HOLES
SLATE ROOF
METAL LOUVERS
METAL CURB
G.I. FLASHING
CONT. 30# ROOF
UNDERLAYMENT
PLYWOOD PER
STRUCTURAL
5/8" TYPE X GYP.
EXTERIOR
EXTERIOR
T & G
PLYWOOD
SCONE
METAL LOUVERS
16" X16" COLUMN ALIGHN6"
SLATE ROOF
T&G
PLYWOOD
5/8" TYPE X GYP.
5"X5" COPPER GUTTER
EXTERIOR
2X FASCIA BOARD
WRAPPED IN METAL
EXTERIOR
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:13:22 PM
EXTERIOR
DETAILS
A8.106 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1" = 1'-0"
1CHIMNEY CAP
1" = 1'-0"
2FIREPLACE-EXTERIOR
3" = 1'-0"
3LANDSCAPE STAIRS
3" = 1'-0"
4PLANTER DETAIL
3" = 1'-0"
5WEEPSCREED TO FOUNDATION DETAIL
1 1/2" = 1'-0"
6CHIMNEY WALL AND ROOF DETAIL
1" = 1'-0"
7ROOF-CABANA
1/2" = 1'-0"
8CABANA-DETAIL
Page 155 of 228
PLYWOOD PER STRUCTURAL
ROOF MEMBERS PER STRUCTURE
UNDERLAYMENT (#30 FELT)
CARRIED OVER 2X6 NAILER
RIDGE SS VENT
RIDGE FLASHING TO BE
SAME FLAT CLAY TILE
12" WIDE 26 GA. G.I.
FLASHING
EXTERIOR
SLATE ROOF
INTERIOR
FINISH
UNDERLAYMENT (#30 FELT)
CARRIED OVER 2X6 NAILER
SLATE ROOF
PLAYWOOD PER
STRUCTURAL
ROOF MEMBERS
PER STRUCTURAL
2x6 NAILER
RIDGE TILES
RIDGE VENT
METAL AIR DAM FLASHING
BOUNDARY NAILING
2X BLKG
EXTERIOR
INTERIOR
FINISH
26 GA. G.I. FLASHING
BIRD STOP
36" WIDE 72# MINERAL SURFACED CAP
SHEET CARRIED OVER 2X6 NAILER
EXTERIOR
INTERIORUNDERLAYMENT (SEE
PLAN FOR SPEC)
ROOF MEMBERS PER
STRUCTURAL
PLYWOOD PER
STRUCTURAL
SLATE ROOF
B O T H S I D E S12" M I N
1. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED
SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE
(914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING
THE FULL LENGTH OF THE VALLEY (705A.3)
EXTERIOR
INTERIOR
2X FASCIA WOOD
BOARD
EXTERIOR INTERIOR
2x WALL, PER PLAN
INTERIOR FINISH PER
ELEVATION
EXTERIOR FINISH,
PER ELEVATION
4x8 RAFTER TAILS
NOTE:
ALL SIMPSON CONNECTORS SHALL
COME WITH Z-MAX COATING OR EQ.
INSULATION, PER TITLE 24
GWB
1/2" SOLID SHEATING
GUTTER SCREEN
BIRD STOP
5"X5" COPPER GUTTER
TO SITE DRAINAGE
SLATE ROOF
HIGH PROFILE 'S' TILE VENT
RADIANT BARRIER PLYWOOD PER
STRUCTURAL
LINEAR VENT
1" MIN. FOR AIR FLOW
T&G
PLYWOOD
5/8" TYPE X GYP.
UNDERLAYMENT (#30 FELT)
EXTERIOR
BEAM,STONE FINISH PER
ELEVATION
NOTE:
ALL SIMPSON CONNECTORS SHALL COME WITH Z-MAX COATING OR EQ.
T & G
T&G
PLYWOOD
EXTERIOR1"1"
1'-3"SUB FASCIA
1X10 FASCIA ABV. INSUL, TYP.1" MIN . AIR SPACERADIANT BARRIER PLYWOOD PER
STRUCTURAL
UNDERLAYMENT , PER PLAN
26 GAUGE .I. PAN FLASHING
SLATE ROOF
E
TATSNS E D
LICEA
FO FILAC AINRO
RC
H
I
T
ECJOSEPH R.T0N.ER
3 13 72
CNo.32307
SPIERER 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE
SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other
than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE
8/19/2025
3:14:19 PM
EXTERIOR
DETAILS
A8.116 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018
SITE PLAN REVIEW SET
1 1/2" = 1'-0"
1ROOF RIDGE/ HIP CAP
1 1/2" = 1'-0"
2ROOF RIDGE VENT
1 1/2" = 1'-0"
3ROOF VALLEY FLASHING
1" = 1'-0"
4EAVE DETAIL
1" = 1'-0"
5RAKE DETAIL
Page 156 of 228
City Planning Set-8/19/25ENGINEERING CORP.
C i v i l E n g i n e e r i n g & S u r v e y i n g
2 5 8 3 4 N a r b o n n e A v e n u e S t e . 2 1 0
L o m i t a C a l i f o r n i a 9 0 7 1 7
P h o n e ( 3 1 0 ) 3 2 5 - 5 5 8 0 6 QUAIL RIDGE ROADROLLING HILLS, CA 90274FIRE DEPARTMENT ACCESS DRIVEWAY REQUIREMENTS FOR GRADING PROJECTS6 QUAIL RIDGE ROAD, ROLLING HILLS 90274GENERAL NOTES (MORE RESTRICTIVE CONSTRUCTION ACTIVITY TIMES MAYGOVERN, AS REQUIRED BY THE DEPARTMENT OF REGIONAL PLANNING AND SHOULD BE SHOWN ON THE GRADING PLANS WHENAPPLICABLE.)IF AN OAK TREE PERMIT IS OBTAINED: (add the following note:INSPECTION NOTESNOTE: DRAINAGE NOTESAGENCY NOTESGENERAL GEOTECHNICAL NOTESFILL NOTESVICINITY MAPLEGAL DESCRIPTION:ARCHITECT:PROPERTY ADDRESS:ENGINEER / MAP PREPARED BY:SCOPE OF WORK SUMMARY:SOIL ENGINEER:Page 157 of 228
N 19°27'00"W191.29'N 11°57'50"W248.60'N 16°26'59"W217.91'N
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C i v i l E n g i n e e r i n g & S u r v e y i n g
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Page 160 of 228
Item: 13.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: 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
Background:
The City of Rolling Hills and Palos Verdes Peninsula (PVP) region (City of Rancho Palos Verdes,
Palos Verdes Estates, and Rolling Hills Estates) collaborates on wildfire preparedness and prevention
measures as a historically considered wildfire-prone community.
The PVP region has varying Fire Hazard Severity Zones as designated by the California Department
of Forestry and Fire Protection (CAL FIRE) that classify areas into “Moderate,” “High,” or “Very High”
fire hazard severity zones based on statewide criteria.
In January 2025, the Greater Los Angeles Area was devastated by multiple fires, including the
Palisades and Eaton fires, and was considered among the most destructive disasters in California
history. A State of Emergency was proclaimed for Los Angeles and Ventura Counties, including
numerous Executive Orders to provide relief to impacted communities and to suspend or partially
suspend housing laws.
In July 2025, the California State Governor issued Executive Order N-32-25 (Attachment B), which
suspends Government Code Sections 65852.21 and 66411.7, including Senate Bill (SB) 9 (Atkins)
provisions related to housing development for areas located within Very High Fire Hazard Severity
Zones (VHFHSZ).
Aimed at addressing California’s housing crisis, SB 9 was signed into law in 2021, allowing increased
residential development in single-family zones by requiring housing development applications to be
reviewed and approved ministerially, including urban lot splitting. Many cities throughout California,
including the City of Rolling Hills, and advocacy groups such as the League of California Cities, have
opposed SB 9, citing local control issues such as the overriding of established zoning ordinances and
housing elements.
Communities like the PVP face critical issues of being in fire severity zones and having limited
Page 161 of 228
ingress and egress routes that can also be narrow and congested due to topographical challenges.
The Cities are committed to public safety and, as such, have developed a joint letter (Attachment A)
to request the expansion of Executive Order N-32-25, thereby suspending SB 9 applications in the
PVP region for areas located in the VHFHSZ.
The City of Rancho Palos Verdes Mayor signed the letter on August 15. Rolling Hills Estates is
scheduled to receive the same report and request on August 26, followed by Palos Verdes Estates on
September 9.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
Approve as presented and authorize the Mayor to sign.
Attachments:
1. Attachment A - CL_AGN_250825_CC_PVP_LetterToGov_SB9_VHFSZ_PE
2. Attachment B - CL_AGN_250825_CC_EO_N-32-25
Page 162 of 228
30940 HAWTHORNE BLVD. / RANCHO PALOS VERDES, CA 90275-5391 / (310) 544-5207 / FAX (310) 544-5291 / WWW.RPVCA.GOV
August 15, 2025
Governor Gavin Newsom
1021 O Street, Suite 9000
Sacramento, CA 95814
RE: Executive Order N-32-25 Suspending SB 9 applications within “Very High
Fire Hazard Severity Zones” affected by the Palisades and Eaton Fires
Dear Governor Newsom,
On behalf of the residents of the Palos Verdes Peninsula, the City Councils of Rancho
Palos Verdes, Palos Verdes Estates, Rolling Hills Estates, and Rolling Hills respectfully
request your urgent action to expand Executive Order N-32-25 to all high fire prone areas
in the State of California including the Palos Verdes Peninsula (Peninsula).
The devasting fires in Pacific Palisades/Malibu and Altadena in January 2025 highlight
the significant dangers to human life and property in fire -prone regions. These incidents
underscore the critical need to prioritize public safety over urban densification in these
vulnerable zones. Your Executive Order N-32-25 does just that, and we applaud you for
recognizing the high risk that densification in certain areas has on human life and property.
The housing crisis that the state is facing is real, and we do not deny the fact that
measures are needed to provide more housing, especially affordable housing. However,
there are factors that need to be considered, such as high fire risk areas, when applying
higher density requirements found in legislation similar to SB 9. Communities such as the
Palos Verdes Peninsula – a majority of which are in high fire hazard severity zones -
should not be subject to higher density when considering the following:
1. Narrow Streets and Limited Access: Many areas on the Peninsula and other V ery
High Fire Hazard Severity Zone (VHFHSZ) locations are served by narrow, winding
streets that are already inadequate for current traffic volumes. These streets cannot
accommodate increased density without creating severe risks during wildfire
evacuations. In addition, insufficient parking and narrow streets in the Palisades not
only affected the timely deployment of firefighting resources but also delayed
protection for structures.
2. Congested Evacuation Routes: With limited exit points from the Peninsula,
increased population density would create potentially fatal bottlenecks during
mandatory evacuations. Palos Verdes Drive is the only exit route for much of the
Page 163 of 228
Executive Order N-32-25 Suspending SB 9 applications
August 15, 2025
Page 2
30940 HAWTHORNE BLVD. / RANCHO PALOS VERDES, CA 90275-5391 / (310) 544-5207 / FAX (310) 544-5291 / WWW.RPVCA.GOV
Peninsula, and Palos Verdes Drive South is undergoing constant repairs due to land
movement. We ask you to recall the Palisades Fire that resulted in residents in traffic
jams, forced to abandon their cars and flee the fire on foot. Firefighters had to use
bulldozers to clear those cars from the roadways in order to access critical routes.
3.Inadequate Emergency Infrastructure: Current infrastructure, including insufficient
parking and limited access for emergency vehicles, further exacerbates the risk to
residents and first responders in fire emergencies. As seen in the Pacific Palisades
fire, delays caused by parked vehicles blocking emergency access could be the
difference between saving lives and catastrophic loss.
4.Increased Wildfire Vulnerability: Higher-density housing developments in fire-
prone areas increase ignition sources and complicate fire suppression efforts, putting
more lives and structures at risk.
Our communities were developed years ago in topographical areas that have limited
ingress and egress under today’s development standards. In 2020, the Legislature
passed SB 182, which would have required that new housing developments in very high
fire zones include various elements to better withstand wildfires. SB 182 would have
mandated design elements such as evacuation routes, vegetation management, and fire -
safe construction. It also would have required the regional housing needs allocation plan
to further the objective of reducing development pressure within very high fire risk areas.
Unfortunately, you vetoed that legislation.
Despite this, each of the Peninsula Cities has worked closely with the State and the
Department of Housing and Community Development (HCD) to comply with housing and
safety element requirements. This commitment has been maintained despite escalating
concerns from residents over public safety, particularly as it relates to the compounding
risks of wildfires, evacuation logistics, and inadequate infrastructure in VHFHSZ.
As such, we ask you to act now on behalf of the over 100,000 residents of the Peninsula
and other communities in VHFHSZ throughout the State of California by expanding
Executive Order N-23-25, thereby suspending SB 9 applications in our communities so
we can focus on emergency preparedness that will help avoid the next disaster.
Sincerely,
David L. Bradley
Mayor, Rancho Palos Verdes
Victoria A. Lozzi
Mayor, Palos Verdes Estates
Page 164 of 228
Executive Order N-32-25 Suspending SB 9 applications
August 15, 2025
Page 3
30940 HAWTHORNE BLVD. / RANCHO PALOS VERDES, CA 90275-5391 / (310) 544-5207 / FAX (310) 544-5291 / WWW.RPVCA.GOV
Debby Stegura
Mayor, Rolling Hills Estates
Jeff Pieper
Mayor, Rolling Hills
CC: The Honorable State Senator Ben Allen
The Honorable State Assemblymember Al Muratsuchi
Jeff Kiernan, League of California Cities
Page 165 of 228
Page 166 of 228
Page 167 of 228
Item: 13.B.
Meeting Date: 8/25/2025
To: City Council
From: Christian Horvath, Assistant to the City Manager / City Clerk
Thru: Karina Bañales, City Manager
Subject: 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
Background:
At the August 11, 2025 City Council meeting, staff presented a report related to National Weather
Service Red Flag Warning Days and potential changes the Municipal Code would require specific to
parking (as recommended by the Traffic Commission) and prohibition of high-risk outdoor work
activities.
After public comment and discussion, the City Council made two motions which passed unanimously:
1. To appoint an Ad Hoc committee to work out issues related to prohibited activities and parking
concerns
2. To request the Traffic Commission look further into current parking ordinances and roadway
definitions and bring back recommendations to the City Council
Unlike standing committees, a temporary advisory committee (or ad hoc committee) composed solely
of less than a quorum of the City Council that serves a limited or single purpose, that is not perpetual,
and that will be dissolved once its specific task is completed is not subject to the noticing and meeting
requirements of the Brown Act. Government Code § 54952 (b); see also Freedom Newspapers, Inc.
v. Orange County Employees Retirement System Board of Directors (1993) 6 Cal.4th 821, 832. Once
the ad hoc committee sufficiently investigates and comes to a final recommendation, it would
dissolve.
While nothing prohibits the ad hoc committee from noticing and having meetings that are open to the
public, it would not be mandated by the Brown Act. This would allow members to more readily react
to issues and more fully investigate possible solutions outside the confines of a formal Brown Act
meeting.
Tonight, staff request the City Council discuss the formation of an Ad Hoc Committee and appoint two
Page 168 of 228
members to serve.
Discussion:
None.
Fiscal Impact:
None.
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.
Attachments:
None
Page 169 of 228
Item: 14.A.
Meeting Date: 8/25/2025
To: City Council
From: Samantha Crew, Management Analyst
Thru: Karina Bañales, City Manager
Subject: Receive and file a Public Safety and Emergency Preparedness Update
Background:
The City of Rolling Hills is committed to maintaining a safe and well-prepared community through
proactive public safety initiatives. This commitment is advanced through collaboration with emergency
service providers, regional agencies, and utility partners to ensure a coordinated approach to safety
and disaster readiness. Providing regular updates to the City Council and residents strengthens
awareness of local hazards, highlights ongoing preparedness measures, and encourages community
participation. Consistent reporting also supports informed policy decisions and reinforces the City’s
responsibility to promote preparedness and safeguard the well-being of residents.
Discussion:
This Public Safety and Emergency Preparedness Report outlines current activities and upcoming
priorities that advance the City’s readiness, response, and recovery efforts. The report reflects the
City’s ongoing work with law enforcement, fire services, and regional partners throughout the Palos
Verdes Peninsula to build capacity and improve coordination in times of emergency. It also provides a
framework for evaluating current progress, setting future goals, and directing initiatives that further
strengthen community safety and resilience.
Emergency Siren System
Following the August 11 City Council meeting, staff met with HQE to evaluate options for
strengthening the City’s emergency evacuation siren system. Discussions included the potential
installation of a siren pole in the Flying Triangle and the addition of a fourth pole to improve coverage
in the Southfield neighborhood. HQE’s engineers are actively exploring the feasibility of a siren in the
Flying Triangle to determine whether the location can provide the needed coverage and stability.
HQE, which is currently installing the SAFE Network in Paradise, California, anticipates deploying the
system in Rolling Hills in late fall, with full operation expected by the end of the year. Once the system
is active, residents will have the opportunity to purchase individual SAFE Units for their homes at an
estimated cost of $100 per unit, with orders placed through a dedicated website managed by HQE.
The company expressed confidence that the SAFE Network’s indoor-based system will provide
reliable indoor coverage across Rolling Hills, regardless of terrain, and noted that additional gateways
can be installed on utility poles if needed. HQE is gathering information to provide pricing options for
Page 170 of 228
camouflaging the poles to help minimize visual impacts while maintaining system effectiveness.
Peninsula Multi-Jurisdictional Hazard Mitigation Plan (MJHMP)
As part of the ongoing update to the Peninsula Multi-Jurisdictional Hazard Mitigation Plan (MJHMP),
staff, in coordination with the Planning Department, have completed the first draft of the Rolling Hills
Annex. This draft reflects the City’s unique community profile, identifies local hazard vulnerabilities,
and outlines mitigation strategies tailored to Rolling Hills. The annex has been submitted to the
consultant, Black & Veatch, for initial review, and feedback is expected in the coming weeks. In
addition, staff continue to actively participate in bi-weekly MJHMP coordination meetings with Black &
Veatch and representatives from neighboring Peninsula jurisdictions. These meetings provide an
opportunity to ensure consistency across all city annexes, share best practices, and maintain
alignment on regional mitigation goals.
Backup Power Project
The City’s Backup Power Project continues to move forward with steady progress. On August 15,
Willdan completed and approved the plan check for the generator installation, marking an important
milestone in the project timeline. Staff received the final stamped design documents on August 20
and subsequently held a pre-preparation meeting with the design engineer. Bid preparation is now
underway, with the release of the bid expected soon. Anticipated timelines indicate that bids should
be received in early October, after which the project will advance toward construction and installation.
Once complete, the generator will provide the City with a reliable backup power source to ensure
continuity of operations during outages and emergencies.
Metropolitan Water District of Southern California (MWD)
HeloPod Dip Tank
The MWD has been approved as a viable location for the installation of a HeloPod dip tank, which will
provide an important water source for firefighting helicopters. Following an evaluation of the MWD
reservoir, the site was accepted, and preparations are now underway to accommodate the new
equipment. Chief Kane and his team are coordinating efforts to ready the area by clearing trees to
allow helicopter access and ensuring the necessary connections to the City’s water pipelines. The
HeloPod is expected to be delivered and installed within the next few weeks, after which MWD will
collaborate with the Los Angeles County Fire Department to conduct testing and confirm system
readiness. Once operational, this installation will further strengthen regional firefighting capabilities
and enhance wildfire response for the surrounding communities.
Cal Water
At the direction of Councilmember Leah Mirsch, staff is responding to questions asked by resident
Fred Visco (Attachment A). Although not all questions are answered in this report, staff will continue
to work with CalWater on responses that they can provide.
Wildfire Hardening Reliability Project
City staff and Cal Water continue to collaborate on a future presentation regarding the Apoolosa
Project. At this stage, Cal Water reports that its work is focused on coordination with the Association
and residents for easement access.
Water Main Leak – Quail Ridge Lane Question #1
On August 26, 2024, Cal Water received a report of a leak near 5 Quail Ridge Lane at approximately
7:28 p.m. The leak was determined to be caused by tree root intrusion around the water main. To
complete the repair, the tree was removed, the water main was repaired, and service was restored
the same day.
Page 171 of 228
Determining Cal Water Infrastructure Leaks Question #2 and #3
Cal Water’s water distribution network is a closed-loop system, meaning the potable/domestic water
supply is the same water source that supplies fire hydrants. The system remains pressurized at all
times, ensuring that leaks would be visible to Cal Water personnel and to the public. In addition to
visual detection, Cal Water has implemented several measures to identify potential leaks that are not
immediately apparent.
Beyond its Supervisory Control and Data Acquisition (SCADA) system, which remotely monitors the
water system and provides alerts for issues such as sudden pressure or supply drops, Cal Water has
also deployed data loggers to detect immediate ruptures—referred to as water main breaks—and
acoustic sensors to identify slow, non-surfacing leaks.
A fact sheet has been prepared that outlines these measures in greater detail, explaining how they
enhance Cal Water’s ability to identify and respond to leaks or breaks more quickly (Attachment B).
One simple method presented for evaluating potential leaks in the system involves comparing the
volume of water supplied to the tank located north of Spur Road against the cumulative usage of the
individual parcels it serves.
Old Existing Infrastructure on Cinchring Question #4
Through Cal Water's ongoing main replacement program, its engineering and operations teams
examine the entire water distribution system and determine which pipeline projects to prioritize for
replacement based on leaks, age, criticality, and other factors. The Palos Verdes distribution system
includes all of Rolling Hills, Rolling Hills Estates, Palos Verdes Estates, Rancho Palos Verdes, and a
portion of Lomita. Due to the significant land movement, Cal Water prioritized main replacements in
the areas experiencing ongoing land movement, bringing many underground pipes above-ground.
There are no current plans to replace additional infrastructure in areas not seeing land movement and
where its infrastructure is not being impacted. Cal Water will, however, continue to monitor the area
and evaluate whether any other sections of the water main eventually need to be replaced due to the
land movement.
Once these projects are approved and installed, they increase system reliability, enhance water
quality, and provide additional firefighting capabilities. It is important to note that no urban water
system is designed to fight prolonged and widespread fires such as wildfires; however, Cal Water has
taken a number of steps operationally to better prepare for and respond to such fires.
Tsunami Response
Recently, staff participated in a debrief with Area G public safety partners to review the recent
tsunami response. While the incident itself did not escalate into a significant emergency, it served as
an important opportunity to practice coordinated response procedures across multiple agencies and
jurisdictions. The exercise highlighted the value of maintaining strong regional partnerships and
provided practical insights into operational strengths as well as areas needing refinement. As is
common in emergency situations, some communication gaps were observed, particularly related to
the timeliness and consistency of community notifications across the Peninsula. These findings will
inform future planning efforts, with a focus on improving notification protocols and enhancing the
overall effectiveness of the region’s emergency communication systems.
Conclusion on Kenneth Fire False Alert and Distinction from Alert SouthBay
The Kenneth Fire false alert incident demonstrated how technical errors in third-party alerting
software can result in widespread public confusion and loss of trust in emergency communications.
As outlined in the Sounding the Alarm report (Attachment A), what was intended as a targeted
evacuation warning for residents near Calabasas and Agoura Hills was mistakenly distributed
countywide, reaching nearly 10 million people. The alert was cancelled within minutes, but duplicate
Page 172 of 228
and delayed messages continued to circulate, underscoring systemic vulnerabilities within the
broader County-managed alerting process.
The Congressional investigation into the incident found that a failure in software safeguards allowed
the Wireless Emergency Alert (WEA) to be issued without the correct geographic boundaries,
defaulting instead to all of Los Angeles County. Subsequent findings by the FCC revealed that
duplicate alerts were not caused by damaged cell towers, as initially believed, but by technical issues,
including equipment overload and the absence of unique alert identifiers. The report stresses that
such false or unclear alerts can cause “alert fatigue,” making the public less likely to respond promptly
to legitimate warnings in the future.
It is important to note that this erroneous alert was issued through the Los Angeles County system
and was not connected to Alert SouthBay. Alert SouthBay operates independently and separately
from Alert LA County, serving 14 South Bay cities with its own training, safeguards, and notification
methods. The City’s participation in Alert SouthBay ensures that local residents are supported by a
regional program designed with multiple protective measures to prevent the type of error described
in Sounding the Alarm report (Attachment C).
Moving forward, the lessons outlined in the Congressional report reinforce the need for improved
technology standards, rigorous user training, and enhanced safeguards at all levels of government.
While the Kenneth Fire false alert highlights areas for systemic reform, the City’s continued use of
Alert SouthBay provides an additional level of assurance that residents will continue to receive
accurate and timely emergency notifications when needed.
Emergency Preparedness and Public Safety Website Update
The City continues to prioritize emergency preparedness and public safety by providing residents with
clear, accessible resources on its website. City Intern Lucas Balbi has been assisting staff in updating
and expanding these sections, ensuring residents have practical guidance on topics such as Alert
SouthBay & Know Your Zone, the Block Captain Program, Home Hardening and Canyon
Management, Defensible Space and Plant Selection, Earthquake Safety, Wildfire Readiness,
Landslide Awareness, Flood and Storm Response, Power Outages, and Equine Safety. These
resources play an important role in helping residents stay informed and ready to protect their families
and properties. This effort is ongoing, and the website will continue to evolve with regular updates as
new information, tools, and best practices become available.
Prepared Peninsula Expo
Preparations are underway for the 2025 Prepared Peninsula Expo, scheduled for Sunday, October
26, from 10:00 a.m. to 1:00 p.m. at Peninsula High School in conjunction with the PV Farmers
Market. The Expo serves as a regional outreach effort to promote disaster readiness through public
education and interagency collaboration. This year’s program will include exhibits by law enforcement
and the Los Angeles County Fire Department, information on City and School District emergency
plans, and interactive activities designed to reinforce household preparedness, including the
assembly of emergency supply bags and pet preparedness guidance. The event will also provide
family-friendly elements to encourage community participation, while emphasizing the importance of
proactive planning to enhance resilience across the Peninsula.
Neighbors Night Out
The City’s recent Neighbors Night Out event was a great success, bringing together residents,
partners, and community organizations in the spirit of public safety and neighbor-to-neighbor
connection. Special appreciation is extended to Willdan and Malaga Bank for their generous
donations, which helped make the evening possible, and to Kristen Raig and her staff at the Rolling
Hills Community Association, as well as City Intern Teagan Nash, for their outstanding work in
Page 173 of 228
planning and coordination. The event featured participation from the Los Angeles County Sheriff’s
Department, the Mounted Posse, and the Los Angeles County Fire Department, along with
representatives from the South Bay Council of Governments, Willdan, Cal Water, the Women’s
Community Club of Rolling Hills, the Rolling Hills Courts Club, and booths hosted by both the City and
the RHCA. Modeled after the National Night Out initiative, which promotes police-community
partnerships and neighborhood camaraderie. The City’s version provided an opportunity for residents
to meet local agencies, strengthen community ties, and celebrate the cooperative spirit that is
essential to safety and resilience in Rolling Hills.
Free Firescaping Class
West Basin Municipal Water District, in partnership with the City of Rolling Hills, will host an in-person
Firescaping Workshop on October 2 from 6–8 p.m. Led by Douglas Kent, MS, MLA, author, activist,
educator, and ecological land management specialist, this workshop will provide practical guidance
on creating fire-resistant landscapes using native plants and smart irrigation practices. Kent, who has
been helping communities build fire protection since 1993 and teaches at USC and UCLA Extension,
is also the author of Firescaping: Protecting Your Home with a Fire-Resistant Landscape. The first 25
attendees will receive a free copy of his book and dinner will be served.
National Preparedness Month
September is recognized as National Preparedness Month, providing an opportunity to highlight the
importance of readiness at the local level. The month serves as a reminder that advance planning,
whether through maintaining emergency supplies, reviewing family communication plans, or
understanding local hazards, is essential to ensuring community safety and resilience.
Fiscal Impact:
None.
Recommendation:
Receive and file.
Attachments:
1. Attachment A Alfred Visco Statement At Rolling Hills 5-28-25 City Council Meeting
2. Attachment B - Rolling Hills leak detection - landslide efforts 10.22.24
3. Attachment C - PS_ASB_2025_KennethFire_False-alerts-final-report-5.10
4. CL_AGN_250825_CC_Item14A_PublicComment01
5. CL_AGN_250825_CC_Item14A_PublicComment02
Page 174 of 228
Alfred Visco Statement At Rolling Hills 5/28/25 City Council Meeting
At the Rolling Hills City Council meeting of December 10, 2024, California Water Service Company
(Cal Water) presented information on a wildfire hardening and reliability project on Appaloosa and
Upper Blackwater. Included in said presentation was the comment that it would improve fire flow
capacity. Cal Water indicated that said project would be completed in April/May 2025. Cal Water
also stated that a Geotechnical Report would be prepared and said report would be given to the City.
At the same meeting Cal Water advised that the placing of a portion of their water main lines above
ground on Cinchring Road and Quail Ridge Road South had been completed. This generated several
comments and questions as follows:
1. A tree had fallen near 3 Quail Ridge Road South which appeared to have a lot of water in the roots
and there was a question on whether or not this was due to water from Cal Water infrastructure. Cal
Water stated that they would look into it.
2. How does Cal Water know if there is a water main break or a water main leak above and below
the above ground water mains? Cal Water stated that they have monitors which check for low
pressure which would indicated a water main break and monitors which check for vibrations in the
evening which would indicate water main leaks.
3. A simple approach to determine if there were leaks in Cal Water infrastructure was presented ie.
determine the amount of water going into the water tank located North of Spur Road and determine
the amount of water that was being used by the individual parcels.
4. Is Cal Water planning to remove and replace the old existing underground infrastructure on
Cinchring Road? A comment was made by a City Council member that it was his understanding that
Cal Water was planning to upgrade all its underground infrastructure and would hope that the land
movement areas would be placed in the highest priority.
Since that meeting a sink hole occurred on Cinchring Road which was repaired. No indication from
anyone on what caused it.
At the Rolling Hills City Council meeting of January 13, 2025, I stated the following: “The current
wildfires have brought another issue which needs to be addressed. Is Cal Water’s infrastructure
including but not limited to tanks, reservoirs, fire hydrates and back up energy sources for its pumps
sufficient to fight a major wildfire in Rolling Hills. A letter should be addressed to Cal Water, a
public hearing should be immediately held, and representatives of Cal Water should be required to
attend to address same.” Since that meeting another issue has been raised i.e. the empty reservoir
located at the corner of Palos Verdes Drive North and PalosVerdes Drive South (Palos Verdes
Reservoir). So far we have heard only happy talk from Cal Water that their system is ready for a
wildfire, that the Palos Verdes Reservoir is not needed, and that in any event they do not own it as
it is owned by the Metropolitan Water District of Souther California (MWD).
It is my understanding that the Palos Verdes Reservoir is owned by MWD, can store approx. 360
Page 175 of 228
million gallons and has been out of service since March 2022.
Has Cal Water given the Geotechnical Report to the City? Has Cal Water completed the project? Has
the City requested information on how much the project has improved fire flow capacity?
I strongly urge the City to require Cal Water to supply complete information concerning how they
are monitoring their infrastructure for breaks and leaks including complete reports predating the
start of the land movement in 2024 which sets forth said break and leak data. Address the tree issue
on Quail Ridge Road South. Supply information concerning the recent sink hole on Cinchring Road.
Present a detailed time line for replacing their underground infrastructure on Quail Ridge Road South
and Cinchring Road.
I again urge that a letter be sent to Cal Water demanding that they supply a detailed report on how
their system would be able to respond to a major wildfire in Rolling Hills. I also urge a letter be sent
to MWD addressing the issue of the Palos Verdes Reservoir and how it could be placed back in
service in order to help respond to a major wildfire in Rolling Hills ie. serving as a source of water
for aerial applications and/or increasing the amount of water available to Cal Water’s fire hydrates.
Page 176 of 228
®
Quality. Service. Value.®
Multi-Layered Measures to Detect &
Address Water Leaks and Main Breaks
How Cal Water is working to detect and
mitigate leaks and breaks amid land movement
in Rolling Hills
A main leak is defined as a small, slow loss
of water. In contrast, a main break is de-
fined as an immediate rupture of the pipe,
which causes a larger amount of water
loss that surfaces rapidly. All water systems
can reasonably expect to have leaks and
breaks. Please note that detection mea-
sures do not prevent leaks from occurring
and a single method will not detect every
leak, which is why we have implemented a
layered approach.
Above-Ground Water Main
In the area of Rolling Hills where we have
experienced recent main breaks due to the
land movement, we are moving the main
above-ground to better withstand the
movement. Our team of engineers com-
pleted an analysis of the Cinchring Road
and Quail Ridge Road area and designed
the alignment of the new, above-ground
main. This alignment was subsequently
approved by the City and HOA.
Status: Crews have completed installation
of about 450 feet of water main and con-
ducted water quality and pressure testing
on October 19, 2024. We will tie the new
main into the water system after favorable
test results are received. Additionally, we
recently received approval to install about
180 feet of main on Quail Ridge Road and
are in the process of ordering material.
Monitoring devices
So far, we have installed 5 leak detection
sensors on our infrastructure in strategic
locations in Rolling Hills. These sensors
can help identify slow, unsurfaced leaks
as the water flow detected at that point
increases over time.
• The sensors can hear where a leak may
be occurring and generate a point of
interest.
• The sensors work best with minimal
ambient noise and when there is less
household water use, usually overnight.
For this reason, we have set our sensors
to “listen” between 2-3 a.m. daily.
• When a point of interest is identified,
based on being heard for two consecu-
tive nights, the location is sent to our
crews, who will investigate to confirm
whether a leak is occurring. If a leak is
found, then our crews will repair the
leak.
• These sensors are not designed to de-
tect water main breaks.
• Due to cellular reception issues on the
Peninsula, some sensors may pick up
noise before others may.
For example, sensors picked up a slow leak
from a valve that was leaking at a rate of
a few drips per second, and crews quickly
responded and tightened the valve.
®
®
(Continued on back)
California Water Service (Cal
Water) has undertaken a multi-
pronged approach to detecting
and addressing leaks and breaks
that have been occurring due to
land movement in Rolling Hills.
These tools work together to help
provide a more comprehensive
assessment of leaks that may
occur, particularly if the leaks are
not yet visible above the surface,
or to find water main breaks. To-
gether, these tools are designed
to help identify leaks and breaks
sooner, shorten response times,
and reduce the instances of leaks
and breaks.
Report a leak at: (310) 257-1400
Page 177 of 228
AT-A-GLANCE:
Multi-Layered Leak/Break Detection
& Mitigation Measures
We have also installed 2 pressure moni-
tors within the Rolling Hills system. These
pressure monitors help detect immediate
ruptures, or water main breaks, that af-
fect water pressure.
• Pressure monitors are designed to no-
tify us when there are sharper changes
in water pressure.
• When the monitors detect a drop in
pressure, an alarm is sent via phone to
our crews, who will respond as quickly
as reasonably possible to address the
break.
For example, a main break that occurred
in the overnight/early morning hours in
Rancho Palos Verdes was detected by
a pressure monitor. Crews investigated
quickly and repaired it.
SCADA monitoring
Our Supervisory Control and Data Ac-
quisition (SCADA) system monitors our
water system 24 hours per day, 7 days
per week.
• SCADA monitors, collects, and process-
es information about the system in real
time.
• Besides enabling us to remotely control
the system to allow our pumps, valves,
motors, and other components to
operate seamlessly when needed,
SCADA alerts our crews when there
is a significant change in the system
that could be or cause an issue, such
as rapid pressure loss that could occur
due to a main break.
• Our crews are prepared to quickly in-
vestigate any alarms generated by our
SCADA system around the clock.
Visual inspection
We have stationed an employee in the
land movement area 24 hours per day,
7 days per week since 2023. This crew is
also now conducting visual inspections of
our water mains in the Rolling Hills land
movement area as part of regular visual
monitoring.
While we have crews in the field, we also
ask our customers to notify us when they
suspect a leak or break so that we can
investigate it. Because our water mains
are pressurized, when there is a main
break, water surfaces very quickly and
visual inspections are among the quick-
est and most reliable ways to detect a
break. There have been instances of main
breaks where our pressure monitors
and SCADA system detected the break
and residents called in the break, within
minutes of each other.
Beyond these efforts, we:
• Are currently responding to all sus-
pected or reported leaks and breaks on
a “Code 4” basis, our highest response
priority.
• Have secured additional repair crews.
• Together with engineering and design
professionals, continue to assess vari-
ous pipe materials and construction
methods for our water main replace-
ments as part of our infrastructure
improvement process.
Report a leak at: (310) 257-1400
Page 178 of 228
SOUNDING THE ALARM:
Lessons from the Kenneth Fire False Alerts
May 12, 2025
Page 179 of 228
EXECUTIVE SUMMARY
In January 2025, a false Wireless Emergency Alert (WEA) was mistakenly sent to nearly 10
million residents across Los Angeles County during the Kenneth Fire, causing widespread
public confusion and alarm. Intended to warn only those in the immediate danger zone,
near Calabasas and Agoura Hills, the alert instead reached the entire county due to a
failure within Genasys Inc.’s alerting software.
In addition, many residents reported receiving the false alert multiple times or after it had
been cancelled. The Federal Communications Commission (FCC) found these duplicate or
delayed messages were not caused by downed cell towers, as initially believed, but by other
technical issues. One major wireless provider experienced equipment overload, and the lack
of unique alert identifiers—combined with long alert duration settings and network hand-
offs—caused some devices to mistakenly reprocess or re-display the same alert.
Following oversight requests by Members of Congress representing Los Angeles County,
this report prepared by Congressman Robert Garcia outlines the findings of a
Congressional oversight investigation into the causes, impacts, and systemic vulnerabilities
that led to the erroneous alert. The investigation revealed technical flaws in third-party
software, insufficient warning mechanisms for missing location data, and broader issues
with alert messaging clarity.
Key policy recommendations include improved federal funding for local alerting
infrastructure, the Federal Emergency Management Agency (FEMA) should provide
enhanced training and certification for Alert Originators, standardization of third-party
software, implementation of location-aware maps in WEA messages, and finalization of
FCC performance standards. These measures are necessary to restore public trust in
emergency communications and ensure alerts are accurate, timely, and targeted.
Association Press photo of Kenneth Fire
1Page 180 of 228
EMERGENCY ALERTS
Following Hurricane Katrina, pursuant to Executive Order 13407, signed by President
George W. Bush, the Department of Homeland Security (DHS) created the Integrated
Public Alert and Warning System (IPAWS) to create an “effective, reliable, integrated,
flexible, and comprehensive communications system to alert and warn” the public.
Congress has provided statutory support for IPAWS, authorizing the inclusion of wireless
devices in 2006; codifying several elements of Executive Order 13407 and improving the
system's resiliency and security in 2016; and requiring FEMA to develop mandatory
minimum requirements for state and local IPAWS users in 2019.
FEMA operates and maintains this IP-based network alerting
system, which can be used by the President to send
nationwide emergency alerts, and by state, local, tribal, and
territorial public safety entities that need to communicate an
emergency alert locally, like Los Angeles County, by
connecting them to the nationwide communications networks
capable of delivering these alerts to impacted public
audiences.
(Federal Emergency Management Agency [FEMA])
IPAWS enables the simultaneous distribution of a single emergency alert across multiple
communication networks. It authenticates, validates, and distributes alerts through various
communication pathways, including:
• Television and radio alerts (Emergency Alert System or EAS)
• Wireless text message alerts (Wireless Emergency Alerts or WEA)
• NOAA National Weather Radio (NWR)
• Internet-based systems (e.g., outdoor digital signs)
2
1. Warning, Alert, and Response Network Act (Title VI of P.L. 109-347)
2. IPAWS Modernization Act of 2015 (P.L. 114-143)
3. Section 1756 of the FY20 National Defense Authorizing Act (P.L. 116-92)
1
2
3
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3
ALERTING AUTHORITIES & THIRD-PARTY SOFTWARE
Local public safety agencies are certified by FEMA to become Alerting Authorities, which
can use FEMA’s IPAWS system to send alerts. Agencies must complete proficiency
demonstrations, and practice monthly. There are 1,963 Alerting Authorities throughout
the U.S., including 28 in Los Angeles County alone.
Alerting Authorities purchase and use third-party commercial software, known as Alert
Origination Software Providers (AOSP), to assist the Alerting Authority in targeting
populations and accessing the IPAWS system to send alert messages. There are over 40
different commercial providers in the market, each with their own unique features and
interfaces; and they must all be certified by FEMA.
Los Angeles County uses Genasys Inc.’s software systems to coordinate emergency
protective actions, issue emergency alerts and warning messages, and support
communicating emergency information to the public.
LA WILDFIRE FALSE ALERTS
Between January 7 and January 27, 2025, state and local California Alerting Authorities
used IPAWS to send over 146 alerts to the public.
The Los Angeles County Office of Emergency Management (LACOEM), Los Angeles
County Fire Department, Los Angeles County Sheriff’s Department, and other
jurisdiction partners used Genasys’ EVAC software system to map zones which may
require protective action.
4. Congressional Research Service, “The Integrated Public Alert and Warning System (IPAWS): Primer and Issues for Congress”
5. March 3, 2025, Response by FEMA Acting Associate Administrator, Office of National Continuity Programs to February 3, 2025, Congressional oversight letter.
6. March 3, 2025, Response by FEMA Acting Associate Administrator, Office of National Continuity Programs to February 3, 2025, Congressional oversight letter.
7. March 3, 2025, Response by FEMA Acting Associate Administrator, Office of National Continuity Programs to February 3, 2025, Congressional oversight letter.
8. April 1, 2025, Response by Los Angeles County Chief Executive Officer to February 3, 2025, Congressional oversight letter.
(Califor nia Gover nor's Office of Emergency Services [CalOES])
4
FEMA manages the nationwide
activations, tests, and exercises of IPAWS,
and ensures the functionality of WEA and
EAS communication pathways.
The FCC establishes and enforces
operational rules for wireless alerts and
defines technical requirements and rules
for participating wireless carriers.
In 2024, over 600 unique agencies around
the country used IPAWS to send more
than 16,000 alerts.5
6
7
8
Page 182 of 228
On January 9, 2025, LACOEM used Genasys’ system to send multiple alerts throughout
the day for different areas of the County impacted by concurrent, active fires.
At 3:46 p.m., LACOEM began drafting an evacuation warning message intended for
individuals near Calabasas, Agoura Hills, and the West Hills community in the western
San Fernando Valley, which were under threat from the Kenneth Fire.
However, when the message was sent at 3:56 p.m., instead of being delivered to just the
intended area under threat from the Kenneth Fire, the message was mistakenly delivered
throughout the entire Los Angeles County. Thus, nearly 10 million people across the
County received this alert:
4
LACOEM then takes the targeted areas developed in Genasys’ EVAC software and inputs
that targeted geographic area in Genasys’ ALERT software, which is used to send out the
alert messages over multiple channels, including IPAWS, to the specified areas of concern.
IPAWS WEA messages use standardized formatting, and in 2019, the FCC expanded
messages from 90 to 360 characters (for 4G LTE network technology and beyond).
Example of Wireless Emergency Aler t (WEA) messages (Federal Emergency Management Agency [FEMA])
Los Angeles Office of Emergency Management Wireless Emergency Aler t
Further complicating the situation, many
residents continued to receive the incorrect
evacuation warning throughout the night and
the following day, including in the early
morning, and some receiving alert messages
multiple times.
9
9. March 27, 2025, Response by Genasys Inc Chief Executive Officer to February 3, 2025, Congressional oversight letter.
10. https://www.cnn.com/2025/01/16/us/evacuation-warnings-vulnerabilities-la-fires/index.html
11. https://www.latimes.com/california/story/2025-01-09/emergency-alert-text-message-los-angeles-fire
10
11
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5
IMPACT
To protect life and property during emergencies, appropriately timed, targeted, and
understandable emergency alert messages can mean the difference between life and death.
However, unclear messages, sent to the wrong locations, multiple times, and after the
emergency has passed, can lead to alert fatigue and erosion of public trust. Due to the
incorrect warning, millions who were never under any wildfire danger were unnecessarily
alarmed and confused, causing distress in a dangerous time of out-of-control wildfires.
This had serious implications for public safety and well-being at a time of intense distress
for our community. Further, the incident raises a serious risk that future alerts could be
ignored or downplayed by more recipients, putting lives at risk.
CONGRESSIONAL INVESTIGATION
From latimes.com
Letters were addressed to:
On February 3, 2025, Congressman
Robert Garcia (CA-42) and thirteen
Members of Congress representing
Los Angeles County sent oversight
letters seeking answers regarding the
erroneous evacuation warnings.
Genasys, Inc., the software company used by the County for
mapping targets and issuing Wireless Emergency Alerts (WEA)
Los Angeles County
The Federal Emergency Management Agency (FEMA)
The Federal Communications Commission (FCC)
All four entities responded to the oversight letters by the requested
deadline of April 1, 2025.
KEY FINDINGS
1. The initial false alert is believed to be caused by technology issues with third-party
technology vendor Genasys.
In sending an alert, an Alert Originator designates a broad geographic area (geocode), like
a county, where they have permission to send alerts.Within this geocode, a more precise
geographic area (polygon) can be used to target alerts to only the area impacted by the
threat.
12
12. https://robertgarcia.house.gov/media/press-releases/congressman-robert-garcia-leads-los-angeles-county-members-demand-answers
Page 184 of 228
On January 9, 2025, LACOEM used Genasys’ EVAC software to designate a polygon
specific to the area under threat from the Kenneth Fire.
According to Genasys’ internal investigation, LACOEM’s Alert Originator input the
correct Kenneth Fire-area polygon into Genasys’ ALERT system, and the geocode (Los
Angeles County in this case) was auto-populated across all channels.
The correct Kenneth Fire-area polygon was saved in different channels for SMS, voice
calls, emails, TTY (teletype for the hearing impaired), and Genasys’ mobile PROTECT
App.
However, the correct Kenneth Fire-area polygon was NOT saved into the IPAWS wireless
channel in the Genasys system, and the operator did not realize the polygon was missing.
Genasys believes this may be due to a network disruption, but did not explain the source
of the network disruption.
6
(Genasys Inc.)
(Genasys Inc.)
13
13. March 27, 2025, Response by Genasys Inc Chief Executive Officer to February 3, 2025, Congressional oversight letter.
Page 185 of 228
Genasys’ system showed the alert message was in “ready” status and able to be sent—there
was a geocode (Los Angeles County) in the IPAWS channel, and IPAWS allows a message
to be disseminated county-wide with just a geocode.
The LACOEM Alert Originator had properly input the polygon into the system; but was
not alerted by the Genasys’ system that the polygon wasn’t saved in the IPAWS channel.
The Genasys system did not warn the Alert Originator that it did not have a polygon
(Kenneth Fire area) in the IPAWS channel, and the message would be sent county-wide;
and gave no indication that the IPAWS channel was missing the targeted polygon, despite
it being present in the other alert distribution channels.
It should be noted that Los Angeles County’s response does not discuss network issues or
the lack of an uploaded polygon, instead noting “This error was unable to be duplicated,
but Genasys reported that the issue was traced to the version 2 (“/v2”) user interface of the
Genasys system,” and “While the error was unable to be duplicated, additional safeguards
were put into place.”
Genasys has since updated its software to include a warning to the user that the alert has a
geocode but no polygon and will go county-wide before sending the alert; and now if the
other distribution channels have polygon targeting, it will ensure the IPAWS channel also
includes that polygon geographic targeting.
The independent after-action review by the McChrystal Group, ordered by the Los
Angeles County Board of Supervisors, may want to further investigate Genasys’ claims of
what caused the error, and how a network disruption would have occurred or could have
blocked the proper upload of a polygon into the IPAWS distribution channel.
7
2. LA County noticed the error quickly and acted immediately to stop the message and send a
correction.
Almost immediately, LACOEM noticed
the message was sent county-wide in error,
and cancelled the alert 2 minutes and 47
seconds later.
Twenty minutes after the false alert,
LACOEM issued a new alert, noting the
error in the initial message and clarifying
the evacuation warning was meant only to
apply to the Kenneth Fire evacuation area.Los Angeles Office of Emergency Management Wireless
Emergency Aler t
14
14. March 27, 2025, Response by Genasys Inc Chief Executive Officer to February 3, 2025, Congressional oversight letter.
15. March 27, 2025, Response by Genasys Inc Chief Executive Officer to February 3, 2025, Congressional oversight letter.
16. https://www.latimes.com/california/story/2025-01-09/emergency-alert-text-message-los-angeles-fire
15
16
Page 186 of 228
8
As the County worked with Genasys and federal partners to understand what caused the
error, the next day on January 10, 2025, Los Angeles County temporarily switched from
sending messages via the Genasys system to having the California Governor's Office of
Emergency Services (CalOES) use their emergency alert and warning system, OnSolve
CodeRed, to send local alert notifications for the County. Los Angeles County moved
back to using Genasys on January 30, 2025.
3. Los Angeles County could improve the wording of alert messages.
FEMA’s IPAWS Best Practices Guide
recommends the text of alert messages
include six key information elements:
The Kenneth Fire message, which
accidentally went county-wide, could
have been better written to convey
relevant infor mation which could have
improved an understanding of the
nature of the danger.
Los Angeles County may have avoided damage to people outside the impacted Kenneth
Fire area had their message included more information on the location or the timing of the
danger. This additional information is also important for people who have older phones,
where geotargeting is not precise on those devices.
A more precise description of the affected area could have been accomplished with
language such as, “An EVACUATION WARNING has been issued for Calabasas/Agoura
Hills,” instead of “An EVACUATION WARNING has been issued for your area.”
(Federal Emergency Management Agency [FEMA])
In questioning, Los Angeles County states, “The County has and
currently does identify specific locations and neighborhoods in its
emergency alerts,” however, this specific case raises an area for
improvement.
Similarly, damage may have been avoided for those receiving the message late or multiple
times had the message included a time stamp explaining when the message was issued.
In questioning, Los Angeles County states, “Yes, the County has
updated messaging templates and guidance to include a date and time
stamp within the message itself.”
In both examples, Los Angeles County correctly points out that the 360-character limit for
IPAWS messages constrains how descriptive alert messages can be drafted.
17
18
19
17. California Governor’s Office of Emergency Services (CalOES) Email to Rep. Robert Garcia’s office
18. April 1, 2025, Response by Los Angeles County Chief Executive Officer to February 3, 2025, Congressional oversight letter.
19. https://www.fema.gov/sites/default/files/documents/fema_ipaws-best-practices-guide.pdf
20. April 1, 2025, Response by Los Angeles County Chief Executive Officer to February 3, 2025, Congressional oversight letter.
21. April 1, 2025, Response by Los Angeles County Chief Executive Officer to February 3, 2025, Congressional oversight letter.
20
21
Page 187 of 228
9
According to the Federal Communications Commission, “We understand that some
people received expired or cancelled WEAs, and reports at the time suggested this was due
to cell towers going offline and later sending “cached” WEAs once service was restored.
Based on the FCC’s investigation, however, it appears that cancelled or expired alerts were
sent primarily due to other technical issues.
Specifically, one wireless provider reported that a small percentage of its 4G LTE
equipment transmitted expired alerts due to an “overload” attributable to the high volume
and long duration of alerts sent during the fires. That provider has since deployed a
temporary patch to address this issue, and we understand that the provider is developing a
permanent repair that will resolve this issue.”
The FCC further explained that given the lack of unique identifiers for alert messages, a
cell phone may treat the same alert as two unique messages if received by different network
providers, such as when a cellphone roams into another provider’s network or moves from
5G to a 4G LTE network.
Finally, the FCC explains that with messages that have long duration windows—Los
Angeles County’s message was set to 24 hours—some cell phones clear the alert in less
than 24 hours or when the phone is turned off, and with the alert still active, they may
interpret the still-active original alert as a new alert.
4. Repeat messages were not due to downed cell equipment as initially believed, but rather
other technical issues.
POLICY PRIORITIES
1. Improve funding for the planning, equipment, training, exercises, operations, and
maintenance on IPAWS Systems.
Timely, accurate, and understandable emergency alerts are essential to providing
information to individuals at risk in life/safety situations and are a crucial tool for public
safety agencies to convey the information citizens need to take protective actions and save
lives.
However, the issues highlighted by the Los Angeles Wildfire false alerts reinforce the need
for alerting authorities to have the proper planning, equipment, continual training,
consistent exercises, and maintenance and upgrade of systems to properly perform in real-
world disasters.
Cost burdens constrain state and local governments in all of these areas.
The Congressional Research Service notes cost as a key issue for gaps in
coverage among local alerting authorities, noting a 2020 Government
Accountability Office (GAO) report found that only 70% of the country's
population is covered by a local alerting authority authorized to use IPAWS.
22
22. April 1, 2025, Response by Federal Communications Commission Chairman to February 3, 2025, Congressional oversight letter.
23. https://www.gao.gov/products/gao-20-294
23
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It also notes, “Although many state, local, territorial, and tribal governments use federal
grants to supplement the costs of emergency alerting technologies, some local entities "may
find it difficult to sustain their investment" in alerting technologies after their grant
funding ends.”
2. FEMA needs to enhance minimum requirements for IPAWS Alerting Authorities on an
ongoing basis and improve training; and implement standardization for third-party technology
providers.
Required training and guidance for
alerting authorities that use IPAWS;
A program for the annual recertification
of IPAWS alerting authorities; and
In 2019, following the false missile alert in
Hawaii, Congress passed a law requiring
FEMA to develop mandatory minimum
requirements for state, local, territorial, and
tribal governments using IPAWS.
FEMA had to include:
A certification program for tools used by IPAWS alerting authorities.
With respect to third-party technology software providers, this report outlines how an
unsaved polygon and a defaulted auto-populating of the Los Angeles County geocode in
Genasys Inc.’s software was the major cause of the Kenneth Fire faulty alert. This
highlights the issues of technology interface, interoperability, and
defaults/resets/automated processes that can result in erroneous alerts, which must be
improved through coordination by FEMA.
The 2019 law required “the standardization, functionality, and interoperability of incident
management and warning tools…”
As FEMA responded to the members of Congress, “The inconsistency between
software products complicates FEMA’s ability to provide standardized training,
guidance, and technical assistance to state, local and tribal agencies using IPAWs.”
FEMA plans to pilot the third-party technology certification program this year.
However, over five years later, while FEMA has taken steps on all of these criteria for Alert
Originators, FEMA’s work is not finished.
FEMA reports that a pilot program for IPAWS user certification is starting this year.
“The training and certification program will provide Alert Originators critical alerting
skills and proficiency, enabling more knowledgeable users with greater capabilities and
confidence in using IPAWS.”
24
24. Congressional Research Service, “The Integrated Public Alert and Warning System (IPAWS): Primer and Issues for Congress”
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While LACOEM’s message did include a link to AlertLA.org, where they could have
found a map, some users might not have Wi-Fi or cellular data to be able to open the link;
and even if they could access the site they needed to scroll down, toggle an interactive map,
and zoom in to see whether their neighborhood was included in the evacuation warning
area.
In 2023, an FCC working group of public safety officials, wireless providers, mobile device
manufacturers, and technical experts (CSRIC VIII) recommended alert messages include a
link to access “location-aware” maps to depict the alert’s targeted geographic area and the
recipients’ relative position to the hazard, which the working group found was feasible
leveraging current technology.
In October 2024, the FCC finalized a rule, with the approval of all five FCC
Commissioners, requiring commercial mobile service providers who participate in Wireless
Emergency Messages (WEA) to “support the presentation of Alert Messages that link the
recipient to a native mapping application on their mobile device to depict the recipient’s
geographic position relative to the emergency incident.”
These location-aware maps can be achieved with a WEA-enabled map within the WEA
message itself, a clickable link in the WEA message to a native mapping application, or to
provide a link via a separate pop-up message that directs the user to the WEA-enabled
map.
The FCC gave mobile carriers three years to implement the maps, with an effective
deadline of December 15, 2026. When fully implemented by mobile carriers, this will be a
3. The FCC should ensure mobile providers include location-aware maps by the December
2026 deadline, and FEMA should require Alerting Authorities to include the maps in alerts.
Maps can visually aid recipients to easily understand the boundaries of an ongoing or
impending emergency and can improve message comprehension.
major improvement for the public to be able to
understand their relative location to the warning area.
The FCC gave mobile carriers three years to
implement the maps, with an effective deadline of
December 15, 2026. When fully implemented by
mobile carriers, this will be a major improvement for
the public to be able to understand their relative
location to the warning area.
25
25. https://www.cnn.com/2025/01/16/us/evacuation-warnings-vulnerabilities-la-fires/index.html
26. https://www.fcc.gov/sites/default/files/CSRIC8-Report-WEA-API032123.pdf
27. https://www.fcc.gov/document/fcc-adopts-rules-improve-accessibility-wireless-emergency-alerts
26
27
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12
In February 2020, the Government Accountability Office issued a report on Emergency
Alerting, and its first recommendation was that the FCC “should develop specific,
measurable goals and perfor mance measures for its efforts to monitor the performance of
new WEA capabilities, such as enhanced geo-targeting and expanded alert message
length.”
4. The FCC should finalize performance standards.
In its report, the GAO found the “FCC
has not developed goals and performance
measures to help monitor how well the
new capabilities perform during
emergencies. Instead, we found FCC has
taken an ad-hoc approach to monitoring
WEA performance…By developing goals
and performance measures for its efforts
to monitor the new WEA capabilities,
FCC would have clearer direction for
what it plans to achieve and more specific
means to assess the performance of the
capabilities.”
Several of the issues raised in the FCC’s Kenneth Fire investigation could be aided by
performance standards. For example, with the overloaded carrier, there is no telling how
many other providers across the nation would have similar issues in a future disaster.
Looking at how well capabilities perform, or fail to perform, would allow the FCC to
develop guidance or fixes.
The idea of moving from a unique alert identifier issued by each carrier to a single alert
identifier for each alert regardless of carrier, would be an example of an action the FCC
can initiate in concert with FEMA. Similarly, with guidance on alert timing, or the
potential for the FCC to recommend fixes to network issues that are discovered that lead
to duplicate messages.
The FCC’s April 2023 Notice of Proposed Rulemaking also included
establishing Wireless Emergency Alert perfor mance minimums, stating that
the public will benefit from improved and targeted usage of WEA alert
messages, and that greater accuracy in sending alert messages will result in
less overshoot, which in turn will mean that fewer people will receive alert
messages not intended for them. However, this rule was never finalized.
28
28. https://www.gao.gov/products/gao-20-294
29. https://docs.fcc.gov/public/attachments/FCC-23-30A1_Rcd.pdf
29
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13
Congress and federal agencies must act now to close identified gaps in alerting system
perfor mance, certification, and public communication. The lessons from the Kenneth Fire
should not only inform reforms, but serve as a catalyst to modernize the nation's alerting
infrastructure before the next disaster strikes.
CALL TO ACTION
Tragically, at least 18 people died in the Eaton Fire in Altadena, and at least 12 people in
the Palisades Fire in Pacific Palisades. The deaths from the Eaton Fire occurred west of
Lake Avenue, where residents did not receive an evacuation order until around 3:30 a.m.
on January 8, 2025.
This is a serious issue and deserves an independent investigation. Reports currently do not
indicate an issue with the IPAWS emergency alert system, and thus are not covered by
this Congressional Report.
We expect the independent after-action review by the McChrystal Group, ordered by the
Los Angeles County Board of Supervisors, to cover these issues and any necessary
recommendations related to a lack of a timely evacuation warning for the Eaton Fire in
Altadena.
ALTADENA NOT COVERED IN THIS REPORT
GLOSSARY
Alerting Authority – A government agency (local, state, tribal, or territorial) certified
by FEMA to issue public alerts using IPAWS.
Alert Originator – A trained and authorized individual at an Alerting Authority who is
responsible for creating, configuring, and sending emergency alert messages using
platforms such as IPAWS. Alert Originators determine the content of the message,
select appropriate delivery channels, and define the geographic area (via geocode
and/or polygon) to receive the alert.
ALERT Software – A Genasys, Inc. system used by Alerting Authorities to issue
emergency alerts across multiple communication channels, including IPAWS.
AOSP (Alert Origination Software Provider) – A third-party commercial software
vendor that provides platforms for Alerting Authorities to compose and send alerts via
IPAWS.
CalOES (California Governor's Office of Emergency Services) – The California state
agency responsible for overseeing emergency management and coordinating statewide
response during disasters.
EAS (Emergency Alert System) – A national public warning system that allows the
President or authorized agencies to address the public via broadcast, cable, satellite,
and wireline communication pathways.
30
31, 32
31. https://www.latimes.com/california/story/2025-04-03/la-fires-eaton-altadena-victim-found
31. https://www.latimes.com/california/story/2025-03-06/west-altadena-alert-failures-not-due-to-technology
32. https://www.latimes.com/california/story/2025-03-12/officials-not-told-to-evacuate-west-altadena-until-hours-after-flames-arrived-sources-say
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EVAC Software – A Genasys, Inc. system used by public safety agencies to create and
manage evacuation zone maps and designate areas requiring emergency protective
action.
FCC (Federal Communications Commission) – The federal agency that regulates
interstate and international communications and oversees technical rules for alerting
systems like WEA.
FEMA (Federal Emergency Management Agency) – A U.S. Department of Homeland
Security agency that operates and maintains IPAWS, and supports emergency
preparedness, response, and recovery.
Geocode – A broad geographic identifier (such as a county or city) used to define the
general area where an alert can be sent.
IPAWS (Integrated Public Alert and Warning System) – A FEMA-managed national
system that enables authorized agencies to send emergency alerts through multiple
communication channels, including WEA, EAS, and NOAA Weather Radio.
Polygon – A more precise geographic shape or boundary used to target alert messages
to specific impacted areas within a broader geocode.
PROTECT App – A Genasys, Inc. mobile application that allows users to receive
alerts, view hazard zones, and access emergency information.
TTY (Teletypewriter) – A communication device used by individuals who are deaf,
hard of hearing, or speech-impaired, capable of receiving emergency alert messages.
WEA (Wireless Emergency Alerts) – Short emergency messages sent by authorized
agencies to mobile devices in a targeted area via participating wireless carriers.
ACKNOWLEDGEMENTS
Special thanks are extended to Andrew Von Ah and Sally Moino of the Government
Accountability Office, and to Amanda Peskin and Jill Gallagher of the Congressional
Research Service, for their expertise and assistance to Congressman Garcia’s office in the
writing of this report.
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1
To: Rolling Hills City Council
From: Block Captains and Residents
Re: Siren Project – Addi�onal Poles
Date: August 25, 2025
cc: RHCA Board of Directors
Dear Honorable Mayor and City Council,
The devasta�ng and deadly January 2025 Palisades and Eaton fires accentuated a fatal flaw in our
emergency outdoor warning system. As reported by HQE to the City Council on January 27, 2025, the
Outdoor Warning Siren System cannot be heard throughout all the city of Rolling Hills. Approximately
212 homes or 30% of Rolling Hills poten�ally cannot hear the outdoor sirens (See Appendix 1)
including but not limited to Poppy Trail, Portuguese Bend South, Pinto, Southfield, Packsaddle,
Chesterfield, Chuckwagon, Appaloosa, Pine Tree , Buggy Whip, Hummingbird Lane, and other streets.
The loss of 31 lives, especially 19 in the Eaton Fire, underscores the tragic consequences when
emergency no�fica�ons fail. In an area prone to wildfire risk like Rolling Hills, effec�ve emergency
communica�on is paramount to saving lives, especially during the loss of power, cellular service, and
internet connec�vity that o�en accompanies major disasters, rendering other alert methods like Alert
SouthBay poten�ally ineffec�ve.
During the July 2025 Texas floods, sirens in the town of Comfort provided a crucial alert, enabling
residents to evacuate safely and avoid fatali�es. This stands in stark contrast to other areas where the
death toll soared to over a 100 adults and children, with experts saying beter early warning systems
could have reduced casual�es, highligh�ng the urgent need for a robust system here in Rolling Hills.
While we value the aesthe�c charm of our community, priori�zing view preserva�on over essen�al life-
saving emergency alerts is a dangerous gamble that could cost our residents their lives.
We urgently call upon City Council leadership and staff to take the following concrete steps,
demonstra�ng a clear commitment to the safety and well-being of all residents:
1. Direct staff to work with the vendor to IMMEDIATELY iden�fy and present addi�onal loca�ons
for siren poles ensuring 100% audible coverage for every resident in our community.
2. Schedule and conduct a comprehensive public hearing focused on the proposed siren loca�ons.
This is crucial to address concerns from all residents, not just those directly impacted by pole
proximity.
3. Priori�ze the public safety of all residents above all else. This means alloca�ng necessary
resources, including financial, to expedite the Outdoor Warning Siren System expansion.
4. Commit to comple�ng the installa�on of all addi�onal poles and sirens, along with a full
system test, by the end of this calendar year, 2025. One year is more than enough �me to
assess, plan, and execute this crucial phase of the project. This deadline creates a necessary
sense of urgency to ensure the community is protected as quickly as possible.
The �me for ac�on is now. Delays in expanding and tes�ng the Outdoor Warning Siren System put lives
at risk.
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2
Respec�ully submited,
Block Captains and Support Team
Marita Geragthy, Block Captain Lead, Southfield Drive
Debra Shrader, Block Captain Lead, Saddleback Road
Marian Visco, Block Captain Lead, Cinchring Road
Arun Bhumitra, Buggy Whip Drive
Ralph Black, M.D., Saddleback Road
Jeffrey Bogosian M.D., Ringbit Road East
Susan Collida, Ringbit Road West
Pam Crane, Caballeros Road
Judith Haenel, Eas�ield Drive
Shahla Hemmat, Eas�ield Drive
Maureen Hill, Cinchring Road
Nancy Hoffman, Packsaddle Road West
Arlene and Gene Honbo, Portuguese Bend Road
Kathleen Hughes, Caballeros Road
John Lacey, Poppy Trail
Kay and Paul Lupo, Georgeff Road
Melissa McNabb, Quail Ridge Road South
Tony Mian, Palos Verdes Drive North
Diane and Ron Montalto, Quail Ridge Road South
Michele Motolo, Flying Mane Road
Maureen and John Nunn, Crest Road West
Kathy Patman, Chuckwagon Road
Clint Paterson, Georgeff Road
Charlie Raine, Pinto Road
Dr Carmen Estrada Schaye, Portuguese Bend Rd
Michael and Sandy Sherman, Crest Road East
Giancarlo Starinieri, Palos Verdes Drive North
Nicole Tangen, Johns Canyon Road
Doris Tse, Georgeff Road
Leslie Stetson, Saddleback Road
Ed Swart, Meadowlark Lane
Rae Walker, Wagon Lane
Residents
Laurie and Tom Brodie, M.D., Hummingbird Lane
Kathleen Conzen, Wrangler Road
Donald Crocker, Cinchring Road
Carol and Shawn deMiranda, El Concho Lane
Kevin and Britany Gardner, Eas�ield Drive
Richard and Sally Leibfried, Chuckwagon Road
Page 195 of 228
3
Carol Marrone, Southfield Drive
Residents (continued)
Debby Mcdonald, Caballeros Road
Sharon and Mark Minkes, Elizabeth Minkes Bell, Chuckwagon Road
Anne-Merelie Murrell, Packsaddle Road East
Kim Rosenfield, Chuckwagon Road
Murray Smith, Upper Blackwater Canyon Road
Jim Scharffenberger, M.D., Appaloosa Lane
Miriam and Ron Sommer, M.D., Poppy Trail
Lisa and Gerry Van Nortwick, Chuckwagon Road
Appendix 1 – Streets Where Sirens Cannot Be Heard
Block Addresses
# of
Homes
6a 51-63 PORTUGUESE BEND RD, RANCHERO, WRANGLER (14) 14
6b 65-end PORTUGUESE BEND RD., PINTO, RUNNING BRAND (15) 15
7a 31 and 33 PORTUGUESE BEND RD., UPPER BLACKWATER CYN., APPALOOSA,
SAGEBRUSH LANES (16) 16
8a 21-29 PORTUGUESE BEND RD., PHEASANT LANE (10) 10
8b PINE TREE LANE (11) 11
17a 7-10 SOUTHFIELD; RINGBIT EAST & WEST (16) 16
17b 12, 14, 16, 18 SOUTHFIELD + PACKSADDLE WEST (11) 11
17c 11,13,17,19 SOUTHFIELD + PACKSADDLE EAST (11) 11
21a BOWIE + 1-6 CHUCKWAGON (23) 23
21b 7-30 CHUCKWAGON (excl 29) (18) 18
21c 29-44 CHUCKWAGON (excl 30) + CHESTERFIELD (19) 19
3a 1-12 BUGGY WHIP (11) 11
3b 13-end BUGGY WHIP (12) 12
23b HUMMINGBIRD LANE + 0-9, 11, 13 EASTFIELD (15) 15
14a POPPY TRAIL (10) 10
TOTAL HOMES 212
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Item: 15.A.
Meeting Date: 8/25/2025
To: City Council
From: Nicolas Papajohn, City Attorney
Thru: Karina Bañales, City Manager
Subject: 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
Background:
None.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
None.
Attachments:
None
Page 227 of 228
Item: 15.B.
Meeting Date: 8/25/2025
To: City Council
From: Nicolas Papajohn, City Attorney
Thru: Karina Bañales, City Manager
Subject: 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)
Background:
None.
Discussion:
None.
Fiscal Impact:
None.
Recommendation:
None.
Attachments:
None
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