CL_AGN_231219_PC_AgendaPacket_F1.CALL TO ORDER
2.ROLL CALL
3.PLEDGE OF ALLEGIANCE
4.APPROVE ORDER OF THE AGENDA
This is the appropriate time for the Chair or Commissioners to approve the agenda as is or reorder.
5.BLUE FOLDER ITEMS (SUPPLEMENTAL)
Blue folder items are additional back up material to administrative reports and/or public comments received after the
printing and distribution of the agenda packet for receive and file.
6.PUBLIC COMMENTS ON NON-AGENDA ITEMS
This section is intended to provide members of the public with the opportunity to comment on any subject that does not
appear on this agenda for action. Each speaker will be permitted to speak only once. Written requests, if any, will be
considered first under this section.
7.CONSENT CALENDAR
Business items, except those formally noticed for public hearing, or those pulled for discussion are assigned to the
Consent Calendar. The Chair or any Commissioner may request that any Consent Calendar item(s) be removed,
discussed, and acted upon separately. Items removed from the Consent Calendar will be taken up under the "Excluded
Consent Calendar" section below. Those items remaining on the Consent Calendar will be approved in one motion. The
Chair will call on anyone wishing to address the Commission on any Consent Calendar item on the agenda, which has
not been pulled by Commission for discussion.
7.A.APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION
REGULAR MEETING OF DECEMBER 19, 2023
RECOMMENDATION: Approve as presented.
2 PORTUGUESE BEND ROAD
ROLLING HILLS, CA 90274
(310) 377-1521
AGENDA
Regular Planning Commission
Meeting
PLANNING COMMISSION
Tuesday, December 19, 2023
CITY OF ROLLING HILLS
6:30 PM
The meeting agenda is available on the City’s website. The Planning Commission meeting will be live-streamed on the City’s
website. Both the agenda and the live-streamed video can be found here:
https://www.rolling-hills.org/government/agenda/index.php
Members of the public may submit written comments in real-time by emailing the City Clerk’s office at cityclerk@cityofrh.net.
Your comments will become part of the official meeting record. You must provide your full name, but please do not provide
any other personal information that you do not want to be published.
Recordings to Planning Commission meetings can be found here: https://www.rolling-hills.org/government/agenda/index.php
CL_AGN_231219_PC_AffidavitofPosting.pdf
1
7.B.APPROVE THE MINUTES FOR THE NOVEMBER 21, 2023, PLANNING
COMMISSION MEETINGS
RECOMMENDATION: Approve as presented.
7.C.A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING
HILLS GRANTING A TWO-YEAR TIME EXTENSION FOR A PREVIOUSLY
APPROVED PROJECT FOR A SITE PLAN REVIEW, CONDITIONAL USE
PERMIT AND VARIANCE ENTITLEMENTS BY THE PLANNING COMMISSION
IN ZONING CASE NO. 21-03 LOCATED AT 8 QUAIL RIDGE ROAD NORTH,
ROLLING HILLS, CA 90274 (LOT 106-A-RH) (MANQUEN)
R E COM M EN DATI O N : It is recommended that the Planning Commission
consider a request to adopt Resolution No. 2023-15 granting a two-year
extension to commence construction of this project. If granted, the project
would expire on August 17, 2025.
8.EXCLUDED CONSENT CALENDAR ITEMS
9.PUBLIC HEARINGS ON ITEMS CONTINUED FROM PREVIOUS MEETING
10.NEW PUBLIC HEARINGS
10.A.ZONING CASE NO. 21-02, MODIFICATION NO. 2: REQUEST TO MODIFY AN
APPROVAL FOR A SITE PLAN REVIEW TO DEMOLISH AN EXISTING
RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND
RELATED IMPROVEMENTS INCLUDING NON-EXEMPT GRADING; AND
VARIANCES TO CONSTRUCT A SIX-AND-A-HALF-FOOT-HIGH RETAINING
WALL THAT EXCEEDS AN AVERAGE HEIGHT OF TWO-AND-A-HALF FEET,
BARBECUE, OUTDOOR SHOWER, SERVICE YARD, AND FENCING IN THE
REQUIRED SIDE SETBACKS AT 11 FLYING MANE ROAD (LOT 53-SF),
ROLLING HILLS, CA (NEVENKA LCC), AND FINDING THE ACTION EXEMPT
FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
RECOMMENDATION: Open the public hearing, take public testimony, close
the public hearing and:
Adopt Resolution No. 2023-16 approving Modification No. 2 to Zoning
Case No. 21-02 for a Site Plan Review and Variance applications to
increase the height of a retaining wall and further encroach into a
required side yard setback for a previously approved project.
CL_MIN_231121_PC_FT_F.pdf
CL_MIN_231121_PC_F.pdf
Attachment 1: Resolution No. 2023-15 (Draft)_8 Quail Ridge Road N_Manquen
Attachment 2: Resolution No. 2021-13 (Approved)_8 Quail Ridge Road N_Manquen
Attachment 3: Site Plan_8 Quail Ridge Road North.pdf
Vicinity Map - 11 Flying Mane Road.pdf
Development Table (ZC 21-02)_Mod1.pdf
2023-16_PC_Resolution_11FlyingManeRoad_ZC 21-02mod2_F.pdf
2022-13_PC_Resolution_11FlyingManeRoad_ZC 21-02mod_E.pdf
2022-07_PC_Resolution_11FlyingManeRoad_ZC 21-02_E.pdf
PL_ADR_231130_11FlyingManeRd_ZC21-02_2ndModification_RevisedWallHeight.pdf
PL_ADR_231116_11 Flying Mane_EasementDiagram_Plan.pdf
2
11.OLD BUSINESS
12.NEW BUSINESS
13.SCHEDULE FIELD TRIPS
14.ITEMS FROM STAFF
15.ITEMS FROM THE PLANNING COMMISSION
16.ADJOURNMENT
Next meeting: Tuesday, January 16, 2023 at 6:30 p.m. in the City Council Chamber,
Rolling Hills City Hall, 2 Portuguese Bend Road, Rolling Hills, California, 90274.
Notice:
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.
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.
All of the above resolutions and zoning case items have been determined to be categorically exempt pursuant
to the California Environmental Quality Act (CEQA) Guidelines unless otherwise stated.
3
Agenda Item No.: 7.A
Mtg. Date: 12/19/2023
TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING
COMMISSION
FROM:CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO
CITY MANAGER
THRU:KARINA BAÑALES
SUBJECT:APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING
COMMISSION REGULAR MEETING OF DECEMBER 19, 2023
DATE:December 19, 2023
BACKGROUND:
None.
DISCUSSION:
None.
FISCAL IMPACT:
None.
RECOMMENDATION:
Approve as presented.
ATTACHMENTS:
CL_AGN_231219_PC_AffidavitofPosting.pdf
4
Administrative Report
7.A., File # 2127 Meeting Date: 12/19 /202 3
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) §§
CITY OF ROLLING HILLS )
AFFIDAVIT OF POSTING
In compliance with the Brown Act, the following materials have been posted at the locations below.
Legislative Body Planning Commission
Posting Type Regular Meeting Agenda
Posting Location 2 Portuguese Bend Road, Rolling Hills, CA 90274
City Hall Window
City Website: https://www.rolling-hills.org/government/agenda/index.php
https://www.rolling-hills.org/government/city_council/city_council_archive_agendas/index.php
Meeting Date & Time DECEMBER 19 , 2023 6:30pm
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: December 15, 2023
5
Agenda Item No.: 7.B
Mtg. Date: 12/19/2023
TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING
COMMISSION
FROM:CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO
CITY MANAGER
THRU:KARINA BAÑALES
SUBJECT:APPROVE THE MINUTES FOR THE NOVEMBER 21 , 2023, PLANNING
COMMISSION MEETINGS
DATE:December 19, 2023
BACKGROUND:
None.
DISCUSSION:
None.
FISCAL IMPACT:
None.
RECOMMENDATION:
Approve as presented.
ATTACHMENTS:
CL_MIN_231121_PC_FT_F.pdf
CL_MIN_231121_PC_F.pdf
6
MINUTES – PLANNING COMMISSION FIELD TRIP MEETING
Tuesday, November 21 , 2023
Page 1
Minutes
Rolling Hills Planning Commission
Tuesday, November 21, 2023
Field Trip Meeting 7:30 a.m.
7 Pine Tree Lane
1. CALL MEETING TO ORDER
The Planning Commission of the City of Rolling Hills met at 7 Pine Tree Lane on the above date and the
meeting was called to order at 7:33 a.m. Chair Brad Chelf presiding.
2. ROLL CALL
Commissioners Present: Douglass, Vice Chair Kirkpatrick, Chair Chelf
Commissioners Absent: Cardenas, Cooley
Staff Present: Karina Bañales, City Manager
John F. Signo, AICP, Director of Planning & Community Services
Stephanie Grant, Assistant Planner
Public Present: Azam Mirtorabi (7 Pine Tree Lane)
Sunitha Bharadia (16 Pine Tree Lane)
3. COMMENTS FROM THE PUBLIC ON ITEMS NOT ON THE AGENDA – NONE
4. FIELD TRIP
4.A. APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION FIELD TRIP MEETING
OF NOVEMBER 21, 2023
Unanimous voice vote, 3-0, to accept item.
4.B. ZONING CASE NO. 23-105: VARIANCE REQUEST FOR CONSTRUCTION OF A PORTION OF A
RESIDENTIAL ADDITION TO ENCROACH INTO THE FRONT YARD SETBACK FOR A
PROPERTY LOCATED AT 7 PINE TREE LANE (LOT 86-RH) (MIRTORABI), RESOLUTION NO.
2023-14
Presentation by Director Signo and Assistant Planner Grant. Staff explained a variance is required for
development in the front yard setback.
Public Comment: Azam Mirtorabi
Commissioners and the public walked the site and asked questions. The group was able to observe the
silhouettes depicting the proposed addition.
5. ADJOURNMENT: 7:42 A.M.
The meeting was adjourned at 7:42 a.m. to the regular meeting of the Planning Commission scheduled to
be held on Tuesday, November 21, 2023, beginning at 6:30 p.m. at City Hall.
7
MINUTES – PLANNING COMMISSION FIELD TRIP MEETING
Tuesday, November 21 , 2023
Page 2
Respectfully submitted,
____________________________________
Christian Horvath, City Clerk
Approved,
____________________________________
Brad Chelf, Chair
8
MINUTES – PLANNING COMMISSION MEETING
Tuesday, November 21 , 2023
Page 1
Minutes
Rolling Hills Planning Commission
Tuesday, November 21, 2023
Regular Meeting 6:30 p.m.
1. CALL MEETING TO ORDER
The Planning Commission of the City of Rolling Hills met in person on the above date at 6:30 p.m. Chair
Chelf presiding.
2. ROLL CALL
Commissioners Present: Cooley, Douglass, Vice Chair Kirkpatrick, Chair Chelf
Commissioners Absent: Cardenas
Staff Present: John Signo, Planning & Community Services Director
Christian Horvath, City Clerk / Executive Assistant to the City Manager
Stephanie Grant, Assistant Planner
Scott Shapses, Assistant City Attorney
3. PLEDGE OF ALLEGIANCE
Director Signo led the Pledge of Allegiance.
4. APPROVE ORDER OF THE AGENDA
Chair Chelf approved the order of the agenda. Without objection, so ordered.
5. BLUE FOLDER ITEMS (SUPPLEMENTAL)
Motion by Chair Chelf , seconded by Vice Chair Kirkpatrick to receive and file Blue Folder Item for 9A. Motion
carried unanimously with the following vote:
AYES: Cooley, Douglass, Kirkpatrick, Chair Chelf
NOES: None
ABSENT: Cardenas
6. PUBLIC COMMENTS ON NON-AGENDA ITEMS – NONE
7. CONSENT CALENDAR
7.A. APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION REGULAR MEETING
OF NOVEMBER 21, 2023
7.B. APPROVE THE MINUTES FOR THE OCTOBER 17, 2023, PLANNING COMMISSION MEETING
Motion by Vice Chair Kirkpatrick, seconded by Commissioner Cooley, to approve the consent calendar.
Motion carried unanimously with the following vote:
AYES: Cooley, Douglass, Kirkpatrick, Chair Chelf
9
MINUTES – PLANNING COMMISSION MEETING
Tuesday, November 21 , 2023
Page 2
NOES: None
ABSENT: Cardenas
8. EXCLUDED CONSENT CALENDAR ITEMS – NONE
9. PUBLIC HEARINGS ON ITEMS CONTINUED FROM PREVIOUS MEETINGS
9.A. AN ORDINANCE OF THE CITY OF ROLLING HILLS, CALIFORNIA, AMENDING VARIOUS
SECTIONS OF THE ROLLING HILLS MUNICIPAL CODE RELATING TO WIRELESS FACILITIES;
AND FINDING THE ACTION EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY
ACT
Presentation by Planning & Community Services Director John Signo,
Bennett Givens, Telecommunication Attorney, BB&K
Public Comment: Ty Bobit
Motion by Chair Chelf , seconded by Vice Chair Kirkpatrick to find that the proposed ordinance is exempt
from the requirements of the California Environmental Quality Act (CEQA) pursuant to State CEQU
Guidelines Section 15302 (replacement or reconstruction), State CEQU Guidelines Section 15303 (new
construction or conversion of small structures), State CEQU Guidelines Section 15304 (minor alterations to
land), or, in the alternative, Sections 15378 and 15061(b)(3); and Adopt Resolution No. 2023-10
recommending the City Council adopt the proposed Ordinance No. 384. Motion carried unanimously with
the following vote:
AYES: Cooley, Douglass, Kirkpatrick, Chair Chelf
NOES: None
ABSENT: Cardenas
10. NEW PUBLIC HEARINGS – NONE
10.A. ZONING CASE NO. 23-105: VARIANCE REQUEST FOR CONSTRUCTION OF A PORTION OF A
RESIDENTIAL ADDITION TO ENCROACH INTO THE FRONT YARD SETBACK FOR A
PROPERTY LOCATED AT 7 PINE TREE LANE (LOT 86-RH) (MIRATOBI), AND FINDING THE
ACTION EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
Presentation by Planning & Community Services Director John Signo,
Assistant Planner Stephanie Grant,
Motion by Vice Chair Kirkpatrick, seconded by Commissioner Douglass to approve as presented. Motion
carried unanimously with the following vote:
AYES: Cooley, Douglass, Kirkpatrick, Chair Chelf
NOES: None
ABSENT: Cardenas
11. OLD BUSINESS – NONE
12. NEW BUSINESS – NONE
13. SCHEDULED FIELD TRIPS – NONE
14. ITEMS FROM STAFF
10
MINUTES – PLANNING COMMISSION MEETING
Tuesday, November 21 , 2023
Page 3
Planning & Community Services Director Signo introduced Karina Bañales as the new City Manager..
15. ITEMS FROM THE PLANNING COMMISSION – NONE
16. ADJOURNMENT : 7:11 P.M.
The meeting was adjourned at 7:11 p.m. to the Planning Commission meeting on Tuesday, Dec ember 19,
2023, beginning at 6:30 p.m. in the City Council Chambers at City Hall.
Respectfully submitted,
____________________________________
Christian Horvath, City Clerk
Approved,
____________________________________
Brad Chelf, Chair
11
Agenda Item No.: 7.C
Mtg. Date: 12/19/2023
TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING
COMMISSION
FROM:STEPHANIE GRANT, ASSISTANT PLANNER
THRU:KARINA BAÑALES
SUBJECT:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING A TWO-YEAR TIME EXTENSION FOR A
PREVIOUSLY APPROVED PROJECT FOR A SITE PLAN REVIEW,
CONDITIONAL USE PERMIT AND VARIANCE ENTITLEMENTS BY THE
PLANNING COMMISSION IN ZONING CASE NO. 21-03 LOCATED AT 8
QUAIL RIDGE ROAD NORTH, ROLLING HILLS, CA 90274 (LOT 106-A-
RH) (MANQUEN)
DATE:December 19, 2023
BACKGROUND:
On August 17, 2021, the Planning Commission adopted Resolution No. 2021-13 by a 5-0 vote
at a regular meeting granting the approval for 1) Variance for the enclosure of an existing front
porch that partially encroached into the front yard setback; 3) Conditional Use Permit for a
1,065 SF addition to an existing stable; 3) Site Plan Review for 1,070 CY of grading; and 4)
Site Plan Review for the walls to exceed maximum 3 feet height in Zoning Case No. 21-03 for
the project located at 8 Quail Ridge Road North.
Section 5 (A) of the Resolution requires that the project construction commences within two
years from the effective date of the resolution, (30 days following adoption of a Resolution or
by September 15, 2019). Pursuant to Section 17.42.070 of the Zoning Ordinance, approvals
are valid for the time period specified by the Planning Commission, but not to exceed two
years from the effective date of a resolution of approval. The Planning Commission may
extend the approval for up to maximum two years. Resolution No. 2021-13 was adopted on
August 17, 2021, and the project construction should have commenced by August 17, 2023.
However, due to the pandemic and delays in the plan check review process with the Los
Angeles County Agencies, the project was not able to obtain the necessary approvals for
12
permits. The applicants state that the extension is necessary due to delays caused by the
pandemic leading to extended processing times from the Building and Safety Department. On
December 4, 2023, the applicants submitted an application and paid the fees to apply for a
two-year time extension. The project is currently in building plan check and issuance of a
grading or building permit is expected by May 2024.
Zoning, Land Size and Existing Conditions
The lot is an irregular shaped parcel zoned RAS-2 with the gross lot area of 224,974 square
feet (5.2 acres) and the net lot area is 189,067 square feet (4.3 acres). The lot is currently
developed with an existing 5,680 square-foot single family residence, 1,205 square foot
attached garage, 945 square-foot pool/spas, and 1,715 square-foot 1 story stable. The
existing main residence and garage are located on the first building pad (13,325 square-feet).
The existing stable is located on the second building pad (6,600 square feet). The first and
second building pads are located at the south corner portion of the parcel. The second building
pad is developed with equestrian uses and contains the existing 1,715 square foot stable and
5,560 square foot corral.
DISCUSSION:
An application was duly filed by Mr. Jeff Manquen and Camille Cripps Manquen (“Applicants”),
with respect to real property located at 8 Quail Ridge Road North requesting a two-year time
extension to comply with the requirements of Resolution No. 2021-13 and Zoning Case No.
21-03 to commence construction of the approved project. Resolution 2021-13 was approved
on August 17, 2021, and the deadline to file for an extension was August 17, 2023, and the
Applicants submitted their time extension application on December 4, 2023. The Applicants
are requesting a two-year extension be granted due to additional time needed to complete the
review and plan check process with Los Angeles County agencies.
Requirements for Extension
The Rolling Hills Municipal Code (RHMC) provides for the extension of approvals by no more
than two years. (See RHMC Sections 17.46.080, 17.42.070, 17.38.070). While no specific
findings are required for extensions of conditional use permits (17.42.070) or variances
(17.38.070), the Planning Commission must make specific findings for two-year extensions of
site plans (17.46.080). To extend a site plan, the Planning Commission must find that the
expiration of the site plan would constitute undue hardship on the owner and the extension
would not be materially detrimental to the health, safety and general welfare of the public. Staff
has determined that expiration of the site plan would impose undue hardship on the owner
because the delays have been due in part to the COVID pandemic and other circumstances
beyond their control, like long processing times at LA County. Staff has also determined that
there are no changed circumstances on the property or adjacent properties such that
extension would be to the material detriment of the public. Thus, Staff is recommending that
the Planning Commission adopt these findings and approve the attached Resolution No.
2023-15 to grant these extensions.
13
FISCAL IMPACT:
None.
RECOMMENDATION:
It is recommended that the Planning Commission consider a request to adopt Resolution No.
2023-15 granting a two-year extension to commence construction of this project. If granted,
the project would expire on August 17, 2025.
ATTACHMENTS:
Attachment 1: Resolution No. 2023-15 (Draft)_8 Quail Ridge Road N_Manquen
Attachment 2: Resolution No. 2021-13 (Approved)_8 Quail Ridge Road N_Manquen
Attachment 3: Site Plan_8 Quail Ridge Road North.pdf
14
RESOLUTION NO. 2023-15
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING A TWO-YEAR TIME EXTENSION FOR A
PREVIOUSLY APPROVED PROJECT FOR A SITE PLAN REVIEW,
CONDITIONAL USE PERMIT AND VARIANCE ENTITLEMENTS BY
THE PLANNING COMMISSION IN ZONING CASE NO. 21-03 LOCATED
AT 8 QUAIL RIDGE ROAD NORTH, ROLLING HILLS, CA 90274 (LOT
106-A-RH) (MANQUEN)
THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES
HEREBY FIND, RESOLVE AND ORDER AS FOLLOWS:
Section 1. An application was duly filed by Mr. Jeff Manquen and Camille
Cripps Manquen (“Applicants”), with respect to real property located at 8 Quail Ridge Road
North requesting a two -year time extension to comply with the requirements of Resolution
No. 2021-13 to commence construction of the approved project.
Section 2. The Commission considered this item at a meeting on December 19,
2023 at which time information was presented by the applicant indicating that additional time
is needed to commence the project. The Applicants are requesting a two-year extension be
granted due to additional time needed to complete the review and plan check process with
Los Angeles County agencies.
Section 3. The Planning Commission finds that pursuant to Rolling Hills Municipal
Code (RHMC) Section 17.46.080 the expiration would constitute an undue hardship upon the
property owner; and the continuation of the approval would not be materially detrimental to
the health, safety and general welfare of the public. The expiration would constitute undue
hardship on the owner because the Applicants have been seeking approvals from Los
Angeles County agencies and such approvals were delayed by the COVID pandemic.
Continuation of the approval will not be to the material detriment of the public because there
have been no material changed conditions on the subject property which would require
allowing the approvals to expire.
Section 4. Based upon information and evidence submitted, the Planning
Commission grants a two-year time extension and does hereby amend Paragraph A of
Section 7 of Planning Commission Resolution No. 2021-13, dated August 17, 2021, to read
as follows:
A. The Site Plan, Variance, and Conditional Use Permit approval shall expire
within four years from effective date of approval of Resolution No. 2021-13. No further
extension shall be granted as required by Sections 17.46.080, 17.42.070 and
17.38.070 of the RHMC.
Section 5. Except as herein amended, the provisions and conditions of Resolution
No. 2021-13 shall continue to be in full force and effect.
15
2
Resolution No. 2023-15
8 Quail Ridge Road North
PASSED, APPROVED AND ADOPTED THIS 19TH DAY OF DECEMBER 2023.
______________________________
BRAD CHELF, CHAIRMAN
ATTEST:
_____________________________
CHRISTIAN HORVATH,
CITY CLERK
16
3
Resolution No. 2023-15
8 Quail Ridge Road North
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) §§
CITY OF ROLLING HILLS )
I certify that the foregoing Resolution No. 2023-15 entitled:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING A TWO-YEAR TIME EXTENSION FOR A
PREVIOUSLY APPROVED PROJECT FOR A SITE PLAN REVIEW,
CONDITIONAL USE PERMIT AND VARIANCE ENTITLEMENTS BY
THE PLANNING COMMISSION IN ZONING CASE NO. 21-03 LOCATED
AT 8 QUAIL RIDGE ROAD NORTH, ROLLING HILLS, CA 90274 (LOT
106-A-RH) (MANQUEN)
was approved and adopted at a regular meeting of the Planning Commission on
December 19, 2023 by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
and in compliance with the laws of California was posted at the following:
Administrative Offices
________________________________
CHRISTIAN HORVATH
CITY CLERK
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QUAIL
R
IDGEROAD NORTHQUAIL
R
IDGEROAD NORTHLEGEND123456789101112131415161730306030ENGINEERING CORP.
boltonengineering.com | 310.325.5580C0.0MANQUEN RESIDENCE & STABLE8 QUAIL RIDGE LANE NORTHROLLING HILLS, CA 90274VICINITY MAPPROPERTY ADDRESSES30
Agenda Item No.: 10.A
Mtg. Date: 12/19/2023
TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING
COMMISSION
FROM:JOHN SIGNO, DIRECTOR OF PLANNING & COMMUNITY SERVICES
THRU:KARINA BAÑALES
SUBJECT:ZONING CASE NO. 21-02, MODIFICATION NO. 2: REQUEST TO
MODIFY AN APPROVAL FOR A SITE PLAN REVIEW TO DEMOLISH
AN EXISTING RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY
RESIDENCE AND RELATED IMPROVEMENTS INCLUDING NON-
EXEMPT GRADING; AND VARIANCES TO CONSTRUCT A SIX-AND-A-
HALF-FOOT-HIGH RETAINING WALL THAT EXCEEDS AN AVERAGE
HEIGHT OF TWO-AND-A-HALF FEET, BARBECUE, OUTDOOR
SHOWER, SERVICE YARD, AND FENCING IN THE REQUIRED SIDE
SETBACKS AT 11 FLYING MANE ROAD (LOT 53-SF), ROLLING HILLS,
CA (NEVENKA LCC), AND FINDING THE ACTION EXEMPT FROM THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT
DATE:December 19, 2023
BACKGROUND:
On May 26, 2022, the Traffic Commission held a meeting to discuss the location of the
driveway and apron and recommended to the City Council approval with a condition that the
front hedge be removed or trimmed to no more than 24 inches to protect line of sight.
On June 21, 2022, the Planning Commission adopted Resolution No. 2022-07 approving
Zoning Case No. 21-02 to demolish an existing residence and replace it with a new residence
in a similar footprint. The project required a Site Plan Review for construction and Variances to
construct a five-foot high retaining wall in the setback area and conduct non-exempt grading.
On August 16 2022, the Planning Commission adopted Resolution No. 2022-13 approving
Modification No. 1 to Zoning Case No. 21-02 to modify the Site Plan Review and Variances to
include a basement, staircase and retaining wall, and adjust grading.
The City Council received and filed the original project on July 25, 2022, and Modification No.
1 on September 12, 2022.
In December 2022, permits for demolition and grading were issued. In April 2023, permits for
31
building, electrical, mechanical, plumbing, and septic were issued. The residence has since
been demolished, grading has been completed, and the foundation for the new residence is
being finished.
On November 29, 2023, a pre-construction meeting at the subject property was held between
the contractor, Willdan building inspector, Rolling Hills Community Association (RHCA), and
the City. The meeting also allowed discussion of the subject modification.
Zoning, Location, and Lot Description
The property located at 11 Flying Mane Road is zoned RAS-1 and has a net lot area of 0.9
acre (39,556 square feet). However, for purposes of calculating net lot area, Rolling Hills
Municipal Code (RHMC) Section 17.16.060(A) indicates that properties less than an acre are
to be considered an acre (43,560 square feet). Only one building pad exists on the property
and is located at the highest portion adjacent to the roadway easement.
The lot was developed with a 5,292-square-foot single-family residence built in 1953. In 1962,
the Planning Commission approved a variance for an indoor swimming pool and structure to
encroach into the required 20-foot side yard setback by eight feet. The pool was constructed in
late 1963. In 1968, the Planning Commission re-approved the variance on a technicality that it
originally expired before the pool was completed.
DISCUSSION:
Applicant Request
The applicant, John Ruzicka, on behalf of the property owner, Nevenka, LLC, is requesting a
modification (Modification No. 2) to the approved plan to increase the height of a newly built
retaining wall by 18 inches, from five feet to six-and-a-half feet. The retaining wall is near the
southeastern side property line along a trail easement maintained by RHCA. A swale will be
constructed along the top of the retaining wall in the trail easement. The request requires a
variance for construction in the side yard setback and increasing the height of the retaining
wall up to six-and-a-half feet. The height increase is necessary to maintain the existing grade
of the trail easement. Without the height increase, the trail will steeper and more dangerous.
In addition, a variance request is required for a barbecue, outdoor shower, service yard, and
fencing proposed in the northwestern side yard setback.
Site Plan Review
A site plan review was included in the original application for construction of the project. The
proposed modification amends the site plan to include a taller retaining wall and adjacent
swale.
Non-exempt grading
The proposed Modification No. 2 does not alter grading. Modification No. 1 to the project
included 5,800 CY of grading and 410 CY of export due to the new staircase and lightwell.
Excavation for the basement and swimming pool is exempt and could be exported from the
site without relief from the Code.
Retaining Wall
32
Apart from the retaining walls that were approved as part of the original project, the basement
will require a retaining wall for the staircase and light well. The maximum height of the
retaining portion of the wall was approved at five feet with an average height of two-and-a-half
feet. During construction, it was discovered the retaining wall needed to be 18 inches higher to
retain the grade of the adjacent trail easement. The height increase will prevent additional
grading and keep the trail easement at the same elevation. The retaining wall will be hidden
from view from the adjacent easement. A swale is needed along the top of the retaining wall
for proper drainage. The swale is within the trail easement and RHCA approval is required.
Pool Fencing
A pool fence is required under the Building Code for safety purposes. The minimum height of
the pool fence is five feet. According to the applicant, having the pool fence directly around the
pool would be unsightly and awkward. The pool fence will be placed just below the retaining
walls and will continue up the side yards so the view is not obstructed.
Variances
The major modification amends the variance request by adding a six-and-a-half-foot-high
retaining wall for the staircase and light well in the northeastern side yard setback. A variance
is also required for various structures, more fully elaborated below, in the northwestern side
yard setback.
Six-and-a-half-foot-high retaining wall within the side yard setback
Pursuant to RHMC Section 17.16.150(F-G), retaining walls are permitted in setback areas if
they do not exceed three feet in height, do not require grading, and are located along a
walkway; or if they do not exceed three feet in height and are necessary to improve drainage
or prevent slope erosion and are not in an easement, unless approved by the Association.
Such walls must be screened from the public right-of-ways, easements and adjacent
properties with appropriate landscaping.
The applicant is requesting a modification to the variance to allow for a retaining wall up to six-
and-a-half feet high for a new staircase and light well for a basement. The retaining wall will be
located in the side setback approximately 16 feet from the property line and will be
approximately 20 feet long. The portion of the wall which is retaining will taper to six inches
toward the front of the property.
Barbecue Area and Other Amenities in the Northwestern Side Yard
There are improvements in the northwestern corner that encroach 10 feet into the side yard
setback. The service yard is in the same location as it was for the previous residence and can
be considered "grandfathered." It will be screened with a five-foot-high fence and utility
equipment will be located in this area, including a condenser, tankless hot water heater, and
solar batteries. The barbecue (15 square feet) was included in the original plan but has since
expanded to include a counter, sink, refrigerator, and outdoor shower. Although the reduced
setback can be considered "grandfathered," the added amenities encroaching into the side
yard setback should be considered by the Commission.
Non-exempt grading
The proposed Modification No. 2 does not alter approved grading. A variance was approved
33
under Modification No. 1 for 410 CY of export due to the new staircase and lightwell.
Excavation for the basement and swimming pool is exempt and may be exported from the site
without requiring the applicant to seek relief from the Code (RHMC Section 15.04.110).
MUNICIPAL CODE COMPLIANCE
Other than the requested variances, the proposed Modification No. 2 does not change the
previous approvals. Lot coverage, disturbance, and other development standards remain the
same or are in substantial compliance. The barbecue area of 15 square feet was included in
the previous approvals.
Environmental Review
The proposed project has been determined to not have a significant effect on the environment
and is categorically exempt from the provisions of CEQA pursuant to Section 15303 (New
Construction or Conversion of Small Structures) of the CEQA Guidelines, which exempts a
single-family residence, swimming pool, and accessory structures.
Public Participation
None received.
CRITERIA FOR SITE PLAN REVIEW
17.46.050 - Required Site Plan Review findings.
1. The Commission shall be required to make findings in acting to approve, conditionally
approve, or deny a Site Plan Review application.
2. 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:
3. The project complies with and is consistent with the goals and policies of the general
plan and all requirements of the zoning ordinance;
4. 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;
5. The project is harmonious in scale and mass with the site, the natural terrain and
surrounding residences;
6. 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);
7. Grading has been designed to follow natural contours of the site and to minimize the
amount of grading required to create the building area;
8. Grading will not modify existing drainage channels nor redirect drainage flow, unless
such flow is redirected into an existing drainage course;
9. 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;
10. The project is sensitive and not detrimental to the convenient and safe movement of
pedestrians and vehicles; and
11. The project conforms to the requirements of the California Environmental Quality Act.
34
12. If all of the above findings cannot be made with regard to the proposed project, or cannot
be made even with changes to the project through project conditions imposed by City
staff and/or the Planning Commission, the site plan review application shall be denied.
CRITERIA FOR VARIANCES
17.38.050 Required Variance findings .
In granting a variance, the Commission (and Council on appeal) must make the following
findings:
1. That there are exceptional or extraordinary circumstances or conditions applicable to the
property that do not apply generally to other properties in the same vicinity and zone;
2. That such variance is necessary for the preservation and enjoyment of substantial
property rights possessed by other properties in the same vicinity and zone but which is
denied the property in question;
3. That the granting of such variance will not be materially detrimental to the public welfare
or injurious to properties or improvements in the vicinity;
4. That in granting the variance, the spirit and intent of this title will be observed;
5. That the variance does not grant special privilege to the applicant;
6. That the variance is consistent with the portions of the County of Los Angeles Hazardous
Waste Management Plan relating to siting and siting criteria for hazardous waste
facilities; and
7. That the variance request is consistent with the general plan of the City of Rolling Hills.
FISCAL IMPACT:
None.
RECOMMENDATION:
Open the public hearing, take public testimony, close the public hearing and:
Adopt Resolution No. 2023-16 approving Modification No. 2 to Zoning Case No. 21-02
for a Site Plan Review and Variance applications to increase the height of a retaining
wall and further encroach into a required side yard setback for a previously approved
project.
ATTACHMENTS:
Vicinity Map - 11 Flying Mane Road.pdf
Development Table (ZC 21-02)_Mod1.pdf
2023-16_PC_Resolution_11FlyingManeRoad_ZC 21-02mod2_F.pdf
2022-13_PC_Resolution_11FlyingManeRoad_ZC 21-02mod_E.pdf
2022-07_PC_Resolution_11FlyingManeRoad_ZC 21-02_E.pdf
PL_ADR_231130_11FlyingManeRd_ZC21-02_2ndModification_RevisedWallHeight.pdf
PL_ADR_231116_11 Flying Mane_EasementDiagram_Plan.pdf
35
City of Rolling Hills 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274
TITLE
VICINITY MAP
CASE NO.
Zoning Case No. 21-02
Site Plan Review, Variance
OWNER Nevenka LLC
ADDRESS 11 Flying Mane Road, Rolling Hills, CA 90274 SITE
1,000’
36
*Allowable deductions; excluded from Total Structure Area/Total Structural Coverage
**Future stable not part of project
^Actual net lot area is 39,556 SF but per Code it is rounded to 1 acre (43,560 SF)
Development Table Zoning Case No. 21-02, Modification No. 1
(11 FLYING MANE ROAD)
Site Plan Review and Variance PAD 1 PAD 2 TOTAL
RAS-1 Zone Setbacks
Front: 50 ft. from front easement line
Side: 20 ft. from side property line
Rear: 50 ft. from rear easement line
Single family
residence, garage,
pool, equipment,
entryways (SF)
Future Stable
(SF)
Pad/Net Lot Area 8,780 1,000 43,560^
Residence 4,795
Garage 420
Swimming Pool/Spa 485
*Pool Equipment 85
Stable (min. 450 SF) 450**
Attached Covered Porches 396
*Outdoor Barbecue 15
Service Yard 288
Basement 1,428
Total Structure Area 6,484 450** 6,484
Total Structure Area (excluding
exempt structures)
6,340
Total Structural Coverage (20% max) 14.8%
Total Flatwork 3,338
Total Structural and Flatwork 9,678
Total Lot Coverage (35% maximum) 22.2%
Building Pad Coverage
(Policy: 30% maximum)
73.1% 45%**
Disturbed Area (40% maximum; up to
60% with slopes less than 3:1)
12,521
28.7%
Grading 3,105 CY cut
2,695 CY fill
5,800 CY
410 CY export
37
1
RESOLUTION NO. 2023-16
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING APPROVAL OF MODIFICATION NO. 2 TO
ZONING CASE NO. 21-02 FOR A SITE PLAN REVIEW AND VARIANCES TO
CONSTRUCT A SIX-AND-A-HALF-FOOT-HIGH RETAINING WALL THAT
EXCEEDS THE MAXIMUM AND AVERAGE HEIGHT REQUIREMENTS IN THE
NORTHEASTERN SIDE YARD SETBACK, AND CONSTRUCT AMENITIES IN
THE NORTHWESTERN SIDE YARD SETBACK AT 11 FLYING MANE ROAD
(LOT 53-SF), ROLLING HILLS, CA (NEVENKA LLC)
THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES HEREBY FIND,
RESOLVE AND ORDER AS FOLLOWS:
Section 1. An application was duly filed by Nevenka LLC with respect to real property
located at 11 Flying Mane Road, Rolling Hills (Lot 53-SF) requesting a site plan review to
demolish an existing 5,292-square-foot single-family residence and construct a new 5,215-
square-foot single-family residence and attached garage in a similar footprint, and construct
five-foot-high retaining walls in the rear portion of the building pad and in the side yard setback.
The project also includes a 485-square-foot swimming pool, 85-square-foot pool equipment,
337 square feet of attached covered porches, 15-square-foot barbecue, and 288-square-foot
service yard, which are not subject to discretionary review. The project also includes variances
for a new five-foot-high retaining wall within the southern side yard setback and for non-exempt
grading including export of dirt.
Section 2. On June 21, 2022, the Planning Commission adopted Resolution No.
2022-07 approving Zone Case No. 21-02, by a vote of 3-0, which approved the project
described in Section 1 above. Subsequently, the applicant filed a request for a major
modification to modify the approved site plan and variances by: (1) adding a 1,428-square-foot
basement under the footprint of the residence; (2) constructing a staircase and maximum five-
foot-high retaining wall in the side yard; and (3) adjusting the non-exempt grading from a total
of 6,687 CY and 57 CY of export to 5,800 CY and 410 CY of export (collectively the “Major
Modification”).
Section 3. On August 16, 2022, the Planning Commission adopted Resolution No.
2022-13 approving Modification No. 1 to Zone Case No. 21-02, by a vote of 3-0, which
approved a major modification to modify the approved site plan and variances by: (1) adding a
1,428-square-foot basement under the footprint of the residence; (2) constructing a staircase
and maximum five-foot-high retaining wall in the side yard; and (3) adjusting the non-exempt
grading from a total of 6,687 CY and 57 CY of export to 5,800 CY and 410 CY of export.
Section 4. On November 21, 2023, the City received an application for a second
major modification (“Modification No. 2”) to (1) increase the retaining wall height to six-and-a-
half feet in the northeastern side yard setback and (2) add amenities to the northwestern side
yard setback, including a barbecue, counter, sink, refrigerator, and outdoor shower located
38
2
behind a fenced service yard. The retaining wall requires a variance to exceed the maximum
height requirement of five feet and average height requirement of two-and-a-half feet. A
variance was previously approved for the location within a required side yard setback. The
fenced service yard in the northwestern corner of the property was considered “grandfathered”
because it is in the same location as the previous service yard being located in the required
side yard setback; however, the additional amenities behind the service yard fence are new
structures.
Section 5. The Planning Commission conducted duly noticed public hearings to
consider Modification No. 2 at a field trip meeting and regular meeting on December 19, 2023.
Neighbors within a 1,000-foot radius were notified of the public hearings and a notice was
published in the Daily Breeze on December 7, 2023. The applicant and agent were notified of
the public hearings in writing by first class mail and the agent was in attendance at the
hearings. Evidence was heard and presented from all persons interested in affecting said
proposal.
Section 6. The property is zoned RAS-1 and the net lot area, excluding the roadway
easement, is 0.9 acre (39,556 square feet). For purposes of calculating net lot area, Rolling
Hills Municipal Code (RHMC) Section 17.16.060(A) indicates that properties less than an acre
are to be considered an acre (43,560 square feet). The project includes an existing 8,780-
square-foot building pad near the front of the property closest to the street. The property has a
lot depth of over 320 feet and slopes downward toward the rear property line. The grade
elevation between the main building pad and the rear property line is over 100 feet. A second
building pad is proposed as a set aside for a future stable and corral near the rear of the
property.
Section 7. 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 single family residence and accessory structures,
including but not limited to garages, carports, patios, swimming pools and fences. Here, the
Project includes the demolition of a residence and construction of a new single-family
residence and related improvements. Accordingly, 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. The site has already been graded and developed.
Section 8. Modification to Site Plan Review. The Planning Commission finds that this
proposed Modification No. 2 to the Site Plan Review, first approved via Resolution No. 2022-
07, and modified under Modification No. 1 via Resolution No. 2022-13, does not affect the
previously made findings for the project. With respect to the foregoing, the Planning
Commission makes the following findings of fact pursuant to RHMC Section 17.46.050, which
supplement the findings in Resolution No. 2022-07 and Resolution No. 2022-13:
A. The project complies with and is consistent with the goals and policies of
the General Plan and all requirements of the zoning ordinance.
39
3
Modification No. 2 is compatible with the General Plan and Zoning ordinance, subject to
the variance for the new six-and-a-half-foot-high retaining wall within the southeastern side
yard setback and amenities within the northeastern side yard setback. The proposed
structures comply with the General Plan requirement of low profile, low-density residential
development with sufficient open space between surrounding structures. The proposed project
will be built on the existing building pad and will have a similar footprint as the former
residence, which will reduce the visual impact and minimize grading.
The project does not change the lot coverage and conforms to Zoning Code
requirements. The net lot area of the lot is 43,560 square feet per RHMC Section
17.16.060(A). The structural net lot coverage is proposed at 6,484 square feet or 14.8% (20%
max. permitted) excluding exempt structures; and the total lot coverage proposed, including
flatwork, would be 9,678 square feet or 22.2% (35% max. permitted). The disturbed area of the
lot is proposed to be 12,521 square feet or 28.7% (40% permitted).
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
proposed retaining wall and amenities will not adversely affect or be materially detrimental to
adjacent uses, buildings, or structures; the retaining wall and amenities allow the proposed
construction to be constructed largely on an existing building pad which enables proposed
project elements to be the least intrusive to surrounding properties. The Project preserves the
existing topography in the adjacent bridle trail easement and eliminates grading and
disturbance in the easement. Further, the Project allows the proposed construction to be a
sufficient distance from nearby residences so views and privacy of surrounding neighbors will
not be impacted. The retaining wall and barbecue area will be on the side of the residence and
not visible from the street. The pool and patio area are included in the lot coverage. Lastly, the
graded areas will incorporate landscaping and the retaining walls will be screened with
landscaping. The lot will have a main building pad and a stable set aside area and 28.7% of
the lot will be disturbed with the remaining area left landscaped or in a natural state. The
basement will be entirely underneath the footprint of the residence.
C. The project is harmonious in scale and mass with the site, the natural
terrain and surrounding residences.
Major Modification No. 2, 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
from Flying Mane Road as it utilizes the existing building pad and has a similar footprint to the
existing residence. Significant portions of the lot will be left undeveloped or 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
40
4
vegetation, mature trees, drainage courses and land forms (such as hillsides and
knolls).
A landscape plan has been prepared to for compliance with water efficient landscape
ordinance requirements and low impact development standards. The landscape plan will
introduce additional landscaping, which will be compatible with and enhances the rural
character of the community, and the landscaping will provide a buffer or transition area
between private and public areas. The Project is designed to preserve existing topography
where possible and mimic the natural terrain.
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.
Modification No. 2 will not alter the previously approved grading. Grading consists of
3,105 CY of cut and 2,695 CY of fill. Export of 410 CY is required and previously approved.
The grading and retaining walls are designed to preserve slopes where possible and mimic the
natural terrain. Grading for the basement is exempt from grading calculations since the
basement will be underneath the footprint of the residence and not seen.
F. Grading will not modify existing drainage channels nor redirect drainage
flow, unless such flow is redirected into an existing drainage course.
Modification No. 2 will not alter the previously approved grading. Grading will be done to
improve the driveway and walkways throughout the site. Drainage will not change and will
follow the natural drainage courses of the lot. Grading for the swimming pool and basement
are exempt from grading calculations.
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 and new
landscaping will be considerate of the environment and will enhance the rural character of the
community. Landscaping will provide a buffer or transition between various pads on the
property. 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.
Modification No. 2 occurs in the side of the property and will not be visible from the
adjacent easement. There is ample parking in the garage and driveway in the front of the
house. An adequate pathway is proposed to safely accommodate pedestrians from the
residence to the backyard and stable set aside area in the rear of the property. Adequate
walkways will be provided to the pool and deck as well as a staircase leading to the basement.
41
5
I. The project conforms to the requirements of the California Environmental
Quality Act (CEQA).
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
residence and accessory structures, including but not limited to garages, carports, patios,
swimming pools and fences. Here, the Project includes the construction of a new single-family
residence, swimming pool, retaining walls, and associated grading. Accordingly, 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. The building pad has already been graded and
was previously developed with a single-family residence.
Section 8. Modification to Variances. The Planning Commission finds that the
proposed major modification does not affect the previously made findings for the variance
approved on June 21, 2022 via Resolution No. 2022-07 and modified under Modification No. 1
via Resolution No. 2022-13. As noted above, this Major Modification includes: (1) increasing
the retaining wall height to six-and-a-half feet in the southern side yard setback; and (2) adding
amenities in the side yard setback, including a barbecue, counter, sink, refrigerator, and
outdoor shower located behind a five-foot-high fence screening the service yard. The retaining
wall requires a variance to exceed the maximum height requirement of five feet and average
height requirement of two-and-a-half feet. With respect to the foregoing, the Planning
Commission makes the following findings of fact pursuant to RHMC Section 17.38.050, which
supplement the variance findings in Resolution No. 2022-07 and Resolution No. 2022-13:
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 residence was
developed prior to the City’s incorporation and has a legal nonconforming front yard setback of
30 feet which may continue pursuant to Section 17.24.045. However, the small lot size and
location of the building pad near the street are exceptional circumstances applicable to the
property that do not apply generally to other properties in the same vicinity and zone. Retaining
walls in the side yard setback are warranted in order to maintain the existing topography and
provide emergency access around the residence. The encroachment is considered minimal
given the existing residence already encroaches eight feet into the required side yard setback.
The improvement will enhance the usability of the residence and be compatible with existing
development in the area. Further, a six-and-a-half-foot-high retaining wall that exceeds an
average height of two and one-half feet is needed to improve accessibility. The variance is
warranted due to the unique sloping topography that does not apply generally to 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.
42
6
Granting the requested variances are necessary for the preservation and enjoyment
of property rights on the property. The existing main building pad encroaches into the front
and side setback areas making it necessary for retaining walls and other improvements to also
encroach. The additional height for the retaining wall makes it possible for the adjacent trail to
remain at existing grade. Other properties in the vicinity enjoy these types of improvements.
C. That the granting of such variance will not be materially detrimental to the
public welfare or injurious to properties or improvements in the vicinity.
Granting the variances to encroach into the side setbacks will not be detrimental to the
public welfare and will not be injurious to properties in the vicinity; retaining walls and other
improvements are allowed in the Rolling Hills community. Further, the project will be consistent
with other development in the area. The new residence is substantially in the same location as
the previous residence that was demolished; the driveway will be relocated several feet and
repaved, and retaining walls will improve access to the side of the residence. The additional
height to the retaining wall will protect the public welfare and will not be injurious to properties
or improvements in the vicinity in that it will provide for public access without having to regrade
the adjacent trail; the heightened retaining wall will make the existing trail publicly accessible.
D. That in granting the variance, the spirit and intent of this title will be
observed.
Allowing construction in the northeastern side setback will improve access to
the side of the residence and allow the existing topography to remain. The additional
height to the retaining wall is necessary to maintain the adjacent trail at existing grade without
having to do additional grading. Allowing amenities in the northwestern side setback is
consistent with the previous development that was demolished in that the service yard was
preexisting and will be constructed in the same location; amenities will be screened by fencing
surrounding the service yard and will not be visible from the street. The project is
harmonious in scale and mass with the site, the natural terrain, and surrounding
residences because the proposed construction complies with the low-profile residential
development pattern of the community and will not give the property an over-built look.
The lot is sufficient to accommodate the proposed use. The proposed retaining wall is
screened from the public right of way and will retain the grade of the adjacent trail
easement.
E. That the variance does not grant special privilege to the applicant.
The construction in the side setback allows a new single family home similar to
others enjoyed by many properties throughout the City. The project, together with the
variances, will be compatible with the objectives, policies, general land uses, and
programs specified in the General Plan. The encroachment of limited amenities in the
northwestern side yard is consistent with the existing service yard encroachment, and the
improvements sought are commonly enjoyed by residents of the community.
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7
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 a variance 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.
G. That the variance request is consistent with the General Plan of the City of
Rolling Hills.
Granting the variance will be consistent with the General Plan of the City of Rolling Hills,
which allows and encourages residential uses and property improvements. It will further the
low-profile residential development pattern of the community and will not give the
property an over-built look.
Section 9. Approval; Amended Conditions of Approval. Given the foregoing, the
Planning Commission hereby approves Modification No. 2 to Zoning Case No. 21-02 for a Site
Plan Review and Variances. Furthermore, all the conditions of approval from Resolution No.
2022-07 and Resolution No. 2022-13 are restated herein and the Planning Commission hereby
amends the following conditions of approval D, U, and AK to read as follows:
D. 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 December 19, 2023
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 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 mature. Minor modifications are subject to approval by the
City Manager or his or her designee. Major modifications are subject to approval by the
Planning Commission after a public hearing. The 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.
U. Retaining walls shall not exceed five feet in height at any point along the walls
and shall have an average height of two and one-half feet, with exception to the retaining wall
in the southeastern corner which may have a height of six-and-a-half feet with safety railing
and swale approved by the Rolling Hills Community Association (RHCA).
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8
AK. This Resolution’s approvals shall not be effective until the applicants execute an
Affidavit of Acceptance of all conditions set forth in Resolution Nos. 2022-07 and 2022-13, and
as modified herein.
AN. To the extent permitted by law, Permittee shall defend, indemnify and hold
harmless the City of Rolling Hills, 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 litigation. The City may, in its sole
discretion, elect to defend any such action with attorneys of its choice. The permittee 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
permittee 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
permittee of any obligation under this condition.
PASSED, APPROVED AND ADOPTED THIS 19th DAY OF DECEMBER, 2023.
BRAD CHELF, CHAIRMAN
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.
45
9
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) §§
CITY OF ROLLING HILLS )
I certify that the foregoing Resolution No. 2023-16 entitled:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ROLLING HILLS GRANTING APPROVAL OF MODIFICATION NO. 2 TO
ZONING CASE NO. 21-02 FOR A SITE PLAN REVIEW AND VARIANCES TO
CONSTRUCT A SIX-AND-A-HALF-FOOT-HIGH RETAINING WALL THAT
EXCEEDS THE MAXIMUM AND AVERAGE HEIGHT REQUIREMENTS IN THE
NORTHEASTERN SIDE YARD SETBACK, AND CONSTRUCT AMENITIES IN
THE NORTHWESTERN SIDE YARD SETBACK AT 11 FLYING MANE ROAD
(LOT 53-SF), ROLLING HILLS, CA (NEVENKA LLC)
was approved and adopted at a regular meeting of the Planning Commission on December 19,
2023, by the following roll call vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
and in compliance with the laws of California was posted at the following:
Administrative Offices.
__________________________________
CHRISTIAN HORVATH, CITY CLERK
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FD. 2" I.P. & WOODPLUG, FLUSH, ACCEPTEDPER R.S. 59, PGS. 8-10I.P. & TAG, RE 122,R.S. 59, PGS. 8-10ESTAB. AT REC. RADIALDIST. (341.34') FROM NEPER R.S. 59, PGS. 8-10FD. 3/4" REBAR, NO CAP,NO REF., N60°36'09"W, 0.58'FROM PROPERTY CORNERESTAB. AT REC. CALC.DELTA (17°27'12")ALONG CURVE FROM NWPER R.S. 59, PGS. 8-10ESTAB. AT REC. CALC.DELTA (9°53'19") ALONGCURVE FROM NW PERR.S. 59, PGS. 8-10N 73°11'06" E326.70'N 05°58'24" W
78.33'N 63°12'59" E (RADIAL)341.34'20.00'321.34'20.00'306.70'N 73°06'18" E(RADIAL)(RADIAL)N 61°45'40" E=09 °53 '1 9"R =7 0 0 .0 0 'L =1 2 0 .8 1 'T =6 0 .5 6 '
=09°53'27"R =7 2 0 .0 0 'L =1 2 4 .2 9 'T =6 2 .3 0 '
N 2 5 °3 5 '5 4 " W
1 0 3 .5 7 '=01°27'19"R=700.00'L=17.78'T=8.89'GAS METERGFF GARAGE FINISH FLOOR10'ornia, described as follows:CITY OF ROLLING HILLS,BY, ET AL, VERSUS BENT, ET AL., SAID STATE OF CALIFORNIA, OF SAID COUNTY, DESCRIBEDMAP FILED IN RECORD OF 2 AND PARCEL NO. 3,22419, PAGE 401, OF ON RECORD OF1440144014301430
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13401340
FLY I N G M A N E R O A D
(4 0 'W I DE PRI V ATE STE E T )20'20'20'20'4 0'E WWMWM{1436' - 0"
FOOTPRINT OF (E) HOME TO BE REMOVED
LINE OF ROOF OVERHANG
POOL
3' - 0"3 ' - 0 "3' - 0"3' - 0"PROPOSED 5,215 SF FOOTPRINT
1-STORY SFD
FFE: 1436.0'
(E) RUBBLE WALLS TO BE
REMOVED
(N) 24" TALL RUBBLE
WALL TO REPLACE (E)
LINE OF (E) DRIVEWAY
TO BE REMOVED
1433' - 6"
1428' - 3"
TW
TW
1428' - 3"
TW
1433' - 6"
TW
1425' - 0"
TW1425' - 0"
TW
1429' - 0"
TW
FS
1426' - 1 1/4"
TW
1431' - 0 1/2"
TW 1431' - 11 1/4"
TW1431' - 8 1/4"
TW
1433' - 6"
TW
1433' - 6"
TW
1436' - 0"
1435' - 6"
1438' - 10"
1438' - 6"
1438' - 0"
1437' - 6"
1437' - 0"
1436' - 6"
1436' - 0"
E A S E M E N T
1 0 ' - 0 "
1 0 ' - 0 "
EASEMENT
10' - 0"10' - 0"
SYSB
20' - 0"
S Y S B
2 0 ' - 0 "50' - 0"RYSB50' - 0"RYSB50' - 0"1440' - 0"
TW
1445' - 4"
TW
TW
1445' - 4"
TW
1435' - 6"
FS
NEW DRIVEWAY
(840 SF)
MIN.
20' - 0"
NEW CONCRETE PADS,
STEPPING WALKWAY
1435' - 10"
FS
RETAINING WALL #1 -
134'-0" LENGTH
AVG HT 2'-6"
MAX HT 5'-0"
RETAINING WALL #2 -
88'-0" LENGTH
AVG HT 2'-6"
MAX HT 5'-0"
POOL SURGE BASIN
1431' - 11 1/4"
TW
RETAINING WALL #3 -
84'-0" LENGTH
AVG EXPOSED HT 4'-6"
MAX EXPOSED HT 7'-6"
NEW PATIO
ENTRY
COURTYARD
NORTH
9 ' - 0 "
SET ASIDE FOR FUTURE
STABLE AND CORRAL
3 5 ' - 0 "12' - 11 3/4"40' - 0"25' - 0"FYSB30' - 0"EASEMENT20' - 0"POCHE REGION INDICATING
EXTENT OF EXISTING
BUILDING PAD - 7,568 SF
POCHE REGION INDICATING
FOOTPRINT OF PROPOSED
NEW SFD - 5,215 SF
CROSS-HATCHED REGION
INDICATING EXTENT OF PROPOSED
BUILDING PAD - 8,865 SF
LINE OF ROOF EAVE PROJECTIONBBQ(E) POWER POLE TO
SERVE NEW RESIDENCE
NEW CONC DRIVEWAY, 28%
OF NET FRONT YARD
FIRE DEPT ACCESS -MIN 20'-0"
WIDTH
40CMX6CM STONE BY OWNER
5% SLOPE
3% SLOPE
2% SLOPE
NEW SEPTIC TANK
AND SEEPAGE PITS
5 3 ' - 8 1 /2 "
6 3 ' - 8 1 /2 "
38' - 2 3/4"
90' - 5 3/4"43' - 10 3/4"3 0 ' - 0 "106' - 6 3/4"115' - 2 1/2"9 FLYING MANE RD.
15 FLYING MANE RD.
12 FLYING MANE RD.
10 FLYING MANE RD.
1 7 ' - 1 1 1 /2 "
3 7 ' - 1 1 1 /2 "
ACCESSORY STRUCTURE AT
15 FLYING MANE RD.
2 ' - 6 "
1440' - 0"
TW
1438' - 10"
TW
PLANTER WALL
3'-0" HEIGHT
POOL EQUIP PAD-
(3) PUMPS -HAYWARD TRISTAR 2.7hp
(1) FILTER -HAYWARD 425SF
CARTRIDGE FILTER
(1) HEATER -HAYWARD HC 400,
400,000 btu
HAYWARD OMNILOGIC CONTROL
SYSTEM 6' - 6"15' - 0"
1424' - 0"
FS
4 ' - 0 "LIGHTWELL
1436' - 0 3/4"
D N
APPROX LOCATION OF
NEAREST FIRE HYDRANT
73'-0" TO FRONT DOOR
17'-0" TO PROPERTY LINE
FIRE DEPT NOTES:
1. Approved building address numbers, building numbers or
approved building identification shall be provided and maintained
so as to be plainly visible and legible from the street fronting the
property. The numbers shall contrast with their background, be
Arabic numerals or alphabet letters, and be a minimum of 4
inches high with a minimum stroke width of 0.5 inch. Fire Code
505.1
2. 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
3. Roof valley flashings shall be not less than 0.019-inch (No. 26
galvanized sheet gage) corrosion-resistant metal installed over a
minimum 36-inch wide underlayment consisting of one layer of
No. 72 ASTM cap sheet meeting running the full length of the
valley. (Residential Code R327.5.3 and Building Code 705A.3)
4. Roof gutters shall be provided with a means to prevent the
accumulation of leaves and debris in the gutter. (Residential
Code R327.534 and building Code 705A.4)
5. 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 1/16th inch openings and shall not exceed 1/8th inch.
Vents shall NOT be installed in eaves or cornices. (Residential
Code R327.6.1 and Building Code 706A.1)
6. All chimneys or fireplaces that burn solid fuel shall be
equipped with an approved spark arrester. Building Code
2802.1
7. Clearance of brush and vegetative growth shall be maintained
per Fire Code 325
8. All fire hydrants shall measure 6"x4"x2-1/2" brass or bronze,
conforming to American Water Works Assoc. Standard C503, or
approved equal.
9. All required PUBLIC fire hydrants shall be installed, tested and
accepted prior to beginning construction. Fire code 501.4.
Type of construction per the Building CodeType : VB
VHFHSZ : YES
Size of lot : 1.17 acres
Fire flow based on the fire-flow calculation area : 2,000 gpm
Reduction for fire sprinklers (maximum 50%) : 750 gpm
Total fire flow required : 1,250 gpm 2' - 6"43' - 0"76' - 0"23' - 0"5 ' - 6 "
LINE OF FIRE DEPT
ACCESS PATH 150'-0"
LINE OF FIRE DEPT
ACCESS PATH 150'-0"
NOTE: GEOTECHNICAL CONSULTANT MUST REVIEW THE
GRADING AND FOUNDATION PLANS AND SIGN AND STAMP
PLANS IN VERIFICATION OF RECOMMENDATIONS.
60" TALL POOL ENCLOSURE FENCE
W/ SELF CLOSING, SELF-LATCHING
GATE WHERE REQUIRED
RECESSED AUTOMATIC
SAFETY POOL COVER IN
ACCORDANCE SUBDIVISION
(d) OF SEC. 115921
5'-0" TALL FENCE AROUND
EQUIPMENT AND TRASH YARD
GATES TO BE SELF-LATCHING,
SELF-CLOSING
NOTE: EXIT ALARMS REQUIRED ON ALL
DOORS FACING THE REAR PATIO
5
A 4.03
__________________95' - 0"PROPOSED 95'-0" LONG 12" WIDE X 6"
DEEP CONCRETE DRAINAGE SWALE
1435' - 4"
TW
ARCHITECTURAL
A 0.01 COVERSHEET
A 0.02 PROPERTY SURVEY
A 0.03 DOOR AND WINDOW SCHEDULES
A 0.04 FORMS AND DOCUMENTS
A 0.05 GREEN BUILDING NOTES
A 0.06 GREEN BUILDING NOTES
A 2.01 BASEMENT/CRAWLSPACE PLAN
A 2.02 FIRST FLOOR PLAN
A 2.03 ROOF PLAN
A 2.04 FIRST FLOOR REFLECTED CEILING PLAN
A 3.01 EXTERIOR ELEVATIONS
A 3.02 EXTERIOR ELEVATIONS
A 4.01 BUILDING SECTIONS
A 4.02 BUILDING SECTIONS
A 4.03 BUILDING SECTIONS
A 4.04 WALL SECTIONS & DETAILS
A 4.05 WALL SECTIONS & DETAILS
A 5.01 ENLARGED PLANS - STAIRS
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121COVERSHEET
A 0.01#11 FLYING MANEROLLING HILLS, CA 902741/16" = 1'-0"1PLOT PLAN VICINITY MAP
PROJECT ADDRESS:
11 FLYING MANE RD
ROLLING HILLS, CA 90274
SCOPE OF WORK:
INCREASE HEIGHT OF NEWLY CONSTRUCTED RETAINING WALL AT EASTERN EASEMENT LINE. EXISTING
WALL IS 5'-0" EXPOSED HEIGHT, NEW HEIGHT TO BE 6'-6". BASEMENT BEDROOM EGRESS WINDOW
REVISED TO A SLIDING DOOR.
LEGAL DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
LOT SIZE:
ZONE:
CONSTRUCTION TYPE:
NUMBER OF STORIES:
PROPOSED GARAGE FLOOR AREA:
PROPOSED FLOOR AREA:
PROPOSED BASEMENT AREA:
TOTAL NEW FLOOR AREA:
OCCUPANCY TYPE:
REQUIRED BUILDING SETBACKS:
FRONT YARD
SIDE YARD
REAR YARD
MAXIMUM BUILDING HEIGHT ALLOWED:
MAX ROOF RIDGE HEIGHT:
EXISTING BUILDING PAD AREA :
PROPOSED BUILDING PAD AREA :
GRADING QUANTITIES :
TOTAL CUT
TOTAL FILL
EXPORT
ALLOWABLE EXPORT
(POOL AND BASEMENT)
LOT H, RANCHO LOS PALOS VERDES
7567 009 025
1.17 AC / 50,956 SF
RAS-1
V -B (SPRINKLERED PER NFPA 13-D)
SINGLE STORY WITH BASEMENT
438 SF (U OCC.)
4,320 SF (R-3 OCC.)
1,198 SF (R-3 OCC.)
5,518 SF
R-3/ U
30'-0"
20'-0"
50'-0"
ONE-STORY
18' -0"
7,568 SF
8,780 SF
1,105 CY
195 CY
410 CY
410 CY
PROJECT DESCRIPTION
SHEET LIST
PROJECT DIRECTORY
OWNER:
NEVENKA LLC
11 FLYING MANE RD.
ROLLING HILLS, CA 90274
ARCHITECT/ APPLICANT:
JOHN RUZICKA, AIA, LEED AP
2422 GATEWOOD ST
LOS ANGELES, CA 90031
(310) 597-9668
john@ruz-arch.com
STRUCTURAL ENGINEER:
NAMVAR ASSOCIATES
231 VISTA DEL MAR, SUITE D
REDONDO BEACH, CA 90277
(310) 540-7788
namvarassociates@gmail.com
CIVIL ENGINEER:
BOLTON ENGINEERING CORP.
25834 NARBONNE AVE. SUITE 210
LOMITA, CA 90717
(916) 790-8550
tales@boltonengineering.com
3D VIEW
GEOTECHNICAL ENGINEER:
COAST GEOTECHNICAL, INC.
1200 WEST COMMONWEALTH
FULLERTON, CA 92833
(714) 870-1211
coastgeotec@sbcglobal.net
SURVEYOR:
CHRIS NELSON & ASSOCIATES, INC.
31238 VIA COLINAS SUITE H
WESTLAKE VILLAGE, CA 91362
(818) 991-1040
XLANDSCAPE ARCHITECT:
NATURAL ART LANDSCAPE
2715 CASIANO RD
LOS ANGELES, CA 90077
tomas@naturalartlandscapes.com
GENERAL CONTRACTOR:
John Mackenbach
Mackenback Construction
PO BOX 823
Palos Verdes Estates, CA 90274
(310) 971-6429
johnfmackenbach@gmail.com
CIVIL ENGINEERING
C0.0 COVERSHEET
C0.1 TOPOGRAPHIC SURVEY
C1.1 ENLARGED SITE PLAN : MAIN RESIDENCE
C1.2 ENLARGED SITE PLAN : FUTURE STABLE
C2.0 SITE SECTIONS
STRUCTURAL ENGINEERING
S-1 FOUNDATION PLAN
S-2 1ST FLOOR, ROOF, BASEMENT FRAMING
PLANS
S-3 DETAILS
S-4 DETAILS
S-5 DETAILS
S-6 NOTES
ENERGY CALCULATIONS
EN 001 ENERGY CALCS
EN 002 ENERGY CALCS
EN 003 ENERGY CALCS
MEP ENGINEERING:
SHAMIM ENGINEERING GROUP, INC.
5847 WILBUR AVE
TARZANA, CA 91356
(818) 788-6778
APPLICABLE CODES:
2019 CBC (2018 IBC), 2019 CPC (2018 UPC), 2019 CMC (2018 UMC), 2019 CEC (2017 NEC), 2019 ENERGY
STANDARDS, 2019 CGBSC (CA GREEN BUILDING STANDARDS CODE).
SOILS REPORT APPROVAL LETTER
MECHANICAL ENGINEERING
M001 -SCHEDULES, NOTES AND LEGEND
M002 -SCHEDULES, NOTES AND LEGEND
M003 -SCHEDULES, NOTES AND LEGEND
M100 -SITE PLAN
M200 -BASEMENT PLAN
M201 -FIRST FLOOR PLAN
M202 -ROOF PLAN
M300 -DETAILS
M301 -DETAILS
ELECTRICAL ENGINEERING
E0.1 -ELEC GEN NOTES AND SYMBOL LIST
E2.1L -ELEC LIGHTING BASEMENT FLOOR PLAN
E2.1P -ELEC POWER BASEMENT FLOOR PLAN
E2.2L -ELEC LIGHTING 1ST FLOOR PLAN
E2.2P -ELEC POWER 1ST FLOOR PLAN
E3.1 -ELEC SINGLE LINE DIAGRAM AND PANEL
SCHEDULES
E3.2 -MANDATORY REQS SUMMARY
PLUMBING ENGINEERING
P001 -SCHEDULES, NOTES AND LEGEND
P002 -SCHEDULES, NOTES AND LEGEND
P100 -SITE PLAN
P110 -BASEMENT PLAN (WATER & GAS LAYOUT)
P111 -BASEMENT PLAN (WASTE & VENT LAYOUT)
P120 -1ST FLOOR (WATER & GAS LAYOUT)
P121 -1ST FLOOR (WASTE & VENT LAYOUT)
P130 -ROOF PLAN
P200 -RISER DIAGRAM
P201 -RISER DIAGRAM
P202 -RISER DIAGRAM
P203 -RISER DIAGRAM
P300 -DETAIL SHEET
P301 -DETAIL SHEET
LANDSCAPE DESIGN
1.0 CONCEPT PLANTING PLAN
1.1 CONCEPT WATER USAGE CALCS
67
68
UP
5
A 4.02
__________________
4
A 4.02
__________________
4
A 4.02
__________________
A 3.02
2
A 3.01
1
A 3.01
2
A 3.02
1
2
A 4.03
__________________2
A 4.03
__________________
1
A 4.01
__________________
1
A 4.01
__________________
2 7 ' - 1 0 1 /4 "46' - 0"11' - 6"INDOOR POOL
60" DEEP30' - 0"9' - 4"1 4 ' - 9 3 /4 "8' - 1 1/2"23' - 5"1424' - 0"
EQUIP. PAD
1425' - 6"5' - 8"LIGHTWELLCLOSETS T E A M S H O W E R 14' - 0"U P
1427' - 9 1/4"1430' - 9 1/4"
POOL SLAB SPA SLAB
31' - 1"9' - 0"13' - 5 1/2"2' - 11"2' - 11"3' - 0"6' - 6"4' - 0"5' - 1 1/2"3 ' - 0 "
6
A 4.02
__________________
6
A 4.02
__________________
001
HALL
002
GYM
003
G.BATH
004
G. BDRM
005
EQUIP
006
SAUNA
007
POOL
007.1
005.1
003.1
004.1
006.1
004.A
003.2
17R@7.41"
16T@11"3' - 0"2
A 4.04
__________________
LIGHTWELL
LIGHTWELL
7' - 6"4' - 6"2 ' - 0 "
5 ' - 0 "4' - 0"21' - 0"9' - 6"20' - 0"17' - 0"
4 0 ' - 0 "10' - 0"4' - 6"2 ' - 0 "
8 ' - 0 "
CRAWLSPACE AREA
PROVIDE 2" THICK SLURRY SLAB,
BROOM FINISH.
5/8" TYPE X GYP. BD. TO BE APPLIED ON UNDERSIDE
OF ANY FLOOR PROJECTIONS BEYOND THE FOUNDATION WALL
CRAWLSPACE AREA =3,060 SF
MIN REQ'D VENTILATION =3,060 SF/150 = 20.4 SF = 2,937.6 SQ IN
VENTILATION PROVIDED =3,240 SQ IN VIA (5) 18X36 VENTED OPENINGS
SLAB ON GRADE 3' - 0"CRAWLSPACE VENT
18"X36", 648 SQ. IN. NET FREE VENT AREA
CRAWLSPACE VENT
18"X36", 648 SQ. IN. NET
FREE VENT AREA
CRAWLSPACE VENT
18"X36", 648 SQ. IN. NET
FREE VENT AREA
CRAWLSPACE VENT
18"X36", 648 SQ. IN. NET
FREE VENT AREA
CRAWLSPACE VENT
18"X36", 648 SQ. IN. NET FREE VENT AREA
4' - 6"4' - 6"4' - 6"26' - 0"4' - 6"3
A 4.04
__________________
3
A 4.04
__________________
1
1
2
2
3
3
4
4
5
5
8
8
6
6
AA
BB
CC
DD
E
E
F
F
G
G
7
7
002.A
NORTH
S
TEMPERED, INSULATED
GLASS PARTITION WALL
EGRESS DOOR
S
TEMPERED GLASS
SHOWER PARTITION
CONCRETE STAIR ON GRADE
4
A 4.03
__________________
PROVIDE OPENING IN STEM
WALLS TO ALLOW HVAC
ROUTING AND VENTILATION
PROVIDE OPENING IN STEM
WALLS TO ALLOW HVAC
ROUTING AND VENTILATION
PROVIDE OPENING IN
FOUNDATION WALL FOR
CRAWLSPACE ACCESS2' - 0"18' - 3 1/4"1' - 0"11' - 7 1/2"1' - 0"9' - 5 1/4"1' - 0"9' - 5"2' - 0"8' - 4"2' - 0"1' - 0"21' - 1 3/4"1' - 0"6' - 10"1' - 0"19' - 4 1/4"1' - 0"12' - 3 1/2"1' - 0"0' - 7 3/4"1' - 0"20' - 9"1' - 0"2' - 0"3' - 11 1/4"2' - 0"13' - 4"2' - 0"13' - 4"2' - 0"4' - 7 3/4"3' - 8 3/4"4' - 10 3/4"
4' - 1 3/4"
5' - 7 3/4"
5' - 7 3/4"4' - 4 3/4"10' - 8 1/2"4' - 9 1/2"13' - 1 1/2"1' - 0"1 ' - 1 1 "
9 ' - 1 1 3 /4 "
1 ' - 0 "
1' - 0"7' - 8 1/4"1' - 0"12' - 5 3/4"1' - 0"6' - 10"1' - 0"19' - 4 1/4"1' - 0"23' - 0 3/4"1' - 0"5' - 8"9' - 11 1/2"1' - 0"9' - 9 1/2"1' - 0"11' - 1 1/2"1' - 0"8' - 7 3/4"9' - 7 1/2"1' - 0"8' - 5 1/4"1' - 0"1' - 0"PROVIDE RECESSED
SHADE POCKET IN
DOOR HEAD 6' - 10 3/4"5
A 4.03
__________________
1425' - 4"
1425' - 6"
4 ' - 0 "
MECHANICAL VENTILATION CAPABLE OF 50 CFM
EXHAUSTED TO EXTERIOR AND BE ENERGY STAR
CERTIFIED (R303.3)
COMBINATION SMOKE AND CARBON MONOXIDE
DETECTOR, HARD-WIRED (R314 & 315)
CO ALARMS SHALL RECEIVE THEIR PRIMARY
POWER FROM THE BUILDING WIRING AND SHALL
BE EQUIPPED WITH A BATTERY BACKUP
S
SYMBOLS LEGEND
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121BASEMENT/CRAWLSPACE PLANA 2.01#11 FLYING MANEROLLING HILLS, CA 902743/16" = 1'-0"1PROPOSED BASEMENT
69
1 5 ' - 5 1 /2 "5' - 3 3/4"1 3 ' - 4 "WDTOWN AND COUNTRY
TC54 DIRECT VENT
GAS FIREPLACE
ENTRY
COURTYARD
SHOWER
WC
MASTER CLOSET
CLOSET
CLOSET 3CLOSET 4TVPOOL
FOOTPRINT OF EXISTING
HOME TO BE REMOVED
LINE OF ROOF OVERHANG
COVERED PORCH4' - 0"10' - 2"TRASH ENCLOSURE2' - 1 1/2"2' - 1 3/4"26' - 7 1/2"SPA
2
A 4.01
__________________
2
A 4.01
__________________
SKYLIGHT
ABOVE, TYP.
8' - 0"30' - 1"
OPEN PATIO
1436' - 0"
DRIVEWAY
(POROUS PAVING)
VIEW DECK
1435' - 3 1/4"
S Y S B
2 0 ' - 0 "
SYSB
20' - 0"STORAGE CAB.71' - 4"
3
A 4.02
__________________
E A S E M E N T
1 0 ' - 0 "
15' - 4"15' - 4"
36" REF
36" FZR
4 ' - 2 "
5
A 4.02
__________________
1428' - 3"
1433' - 6"3' - 0"6 ' - 0 "
3 ' - 0 "
4
A 4.02
__________________
4
A 4.02
__________________
WATER FILTER
A 3.02
2
A 3.01
1
A 3.01
2
A 3.02
1
2
A 4.03
__________________2
A 4.03
__________________
1436' - 0"
1431' - 0"
42" GLASS GUARDRAIL,
ESR-3842
1433' - 0 1/2"
D.G./STEPPING STONE
ACCESS PATH ON GRADE7' - 5 1/4"1
A 4.01
__________________
1
A 4.01
__________________
3' - 0"0' - 5 1/2"6' - 3 1/2"0' - 5 1/2"1 0 ' - 0 "
BBQ
NORTH
TOWN & COUNTRY
ARCHITECTURAL SERIES
24"x48" DIRECT VENT
FIREPLACE
S
S
S
S
S
S
ATTIC ACCESS ABOVE.
PROVIDE 20 MIN RATED
DOOR
ATTIC ACCESS
ABOVE
NEW 400A
ELECTRICAL SERVICE
(E) POWER POLE
NEW PAINTED REDWOOD FENCE
TO SCREEN TRASH YARD
TANKLESS H.W.
RECESSED AUTOMATIC
SAFETY POOL COVER IN
ACCORDANCE SUBDIVISION
(d) OF SEC. 115921 RAISED PLANTERRAISED PLANTER1438' - 10"
TW
11' - 4 1/4"1436' - 0"
1
A 4.03
__________________
1
A 4.03
__________________
D N
OPEN TO
BELOW
LINE OF BASEMENT
D N 1 7 R @ 7 .2 5 "
1 6 T @ 1 2 "
6
A 4.02
__________________
101
LIVING ROOM102
DINING ROOM
103
KITCHEN
104
CHEF'S KITCHEN
105
LAUNDRY
106
GARAGE
107
POOL BATH
108
FAMILY ROOM
109
COAT CL
110
POWDER
111
HALL
112
BDRM 4
113
BATH 4
114
BDRM 3
115
BATH 3
116
BDRM 2
117
BATH 2
118
MASTER BDRM
119
MASTER BATH
120
STUDY
121
MSTR CLOSET
101.1
101.B 101.A
102.A
106.2106.3
106.1
105.1
109.1
110.1
107.1
111.1
112.1
113.1
112.2
114.1
114.A
115.1
114.2
116.1
117.1
116.2
116.A
118.1
121.1
120.1
120.A
119.1
119.2
119.A
118.A
122.1
115.A
113.A
112.B112.A108.A 108.B
105.A
20MIN RATED SELF
CLOSING, SELF
LATCHING DOOR
WALL BTWN GARAGE AND
HOME TO HAVE 1-HR FIRE
RATING. USE TYPE X GYP
DRYWALL ON EACH SIDE
OF 2X6 STUDS
122
CLOSET
101.C 101.D103.B103.A
118.B
2
A 4.04
__________________
POOL EQUIPMENT PAD
1424' - 0"
3' - 6"LV CAB.SOLAR BATTERIES
CONDENSER
111.A
1' - 4"1' - 4"
LIGHTWELL WITH S/S
COVER PLATE, TYP.
LIGHTWELL
BELOW
3
A 4.04
__________________
3
A 4.04
__________________
3
A 4.04
__________________5' - 2"8' - 4 1/4"0' - 5 1/2"3' - 6 1/4"0' - 5 1/2"5' - 5 1/4"0' - 10"10' - 3 1/2"0' - 10"1' - 8"1
1
2
2
3
3
4
4
5
5
8
8
6
6
AA
BB
CC
DD
E
E
F
F
G
G
RIDGE RIDGE
7
7
RIDGE10' - 5 3/4"1431' - 0 1/2"
DW
RANGE
1 ' - 8 1 /2 "
BIDET
24" OVEN +
STEAM OVEN SINKDW
REF
SINK
A 5.01
4
2' - 0"2' - 1"3' - 6"OUTDOOR
SHOWER
4' - 0"EGRESS WINDOW
EGRESSEGRESSEGRESS4 ' - 0 "
CONCRETE STAIR ON
GRADE
20' - 0"13' - 5 1/2"MOTOR VAULT 14"X18", EXTEND
16" BEYOND POOL EDGE
4
A 4.03
__________________
4
A 4.03
__________________
PLANTER
1' - 0"1' - 0"1' - 8"1' - 0"
1' - 0"4' - 0"1' - 8"1' - 8"
1427' - 4"
TOW
1435' - 1 3/4"
TOW
1435' - 1 3/4"
TOW 1427' - 9 1/4"
1433' - 5 1/4"
1434' - 4 1/4"1434' - 4 1/4"
A 6.01 2
1436' - 0"1436' - 0"
4
A 4.04
__________________
11' - 10 1/4"2' - 3"
5 ' - 8 3 /4 "1' - 8"2' - 0"SKYLIGHT
ABOVE, TYP.EQEQ4' - 8"3' - 0"5' - 7 1/4"3' - 0"4' - 8"2' - 0"
66"X18"
LINEN
CAB.
NICHE
NICHE
WATER MACHINE
ICE MACHINE
FREEZER
WINE
REFRIDGERATOR
MICROWAVE
SINK
INDUCTION TOP
DOWNDRAFT
TEPPANYAKI
DOOR POCKET
DRAPE POCKET
DOOR POCKET
DRAPE POCKET
DOOR POCKET
DRAPE POCKET
DOOR POCKET
DRAPE POCKET
0' - 5 1/2"10' - 10 1/2"11' - 0 1/4"
0' - 5 1/2"
3' - 2 1/4"4' - 2 1/4"
0' - 5 1/2"
8' - 1 1/4"5' - 3 1/4"0' - 5 1/2"6' - 0 3/4"0' - 5 1/2"6' - 4 1/4"6' - 4 1/4"0' - 5 1/2"
2' - 5"
0' - 3 1/2"9' - 1 1/4"3' - 3"
0' - 5 1/2"
5' - 7 1/2"4' - 11 1/2"0' - 5 1/2"1' - 10 1/4"0' - 3 1/2"12' - 9 1/4"0' - 5 1/2"3' - 11 1/4"1' - 9"0' - 5 1/2"4' - 3 1/2"16' - 11 3/4"0' - 5 1/2"43' - 8 1/4"90' - 3 1/2"14' - 5 1/4"0' - 5 1/2"4' - 4 1/2"4' - 3 1/4"1' - 10 1/2"8' - 3 1/2"0' - 5 1/2"14' - 5 1/4"0' - 5 1/2"6' - 8"0' - 5 1/2"10' - 3 1/4"0' - 5 1/2"1' - 10 1/4"0' - 3 1/2"6' - 7 3/4"0' - 5 1/2"6' - 5 1/4"0' - 5 1/2"1' - 10 3/4"0' - 5 1/2"1' - 6 1/2"1' - 11"4' - 5 1/4"4' - 5 1/4"1' - 11"EQEQ4' - 6"4' - 2 1/2"0' - 5 1/2"0' - 5 1/2"5' - 2"0' - 5 1/2"5' - 8 1/4"
5' - 2 1/4"20' - 7"1' - 10"10' - 0 1/2"9' - 10"19' - 8 1/2"2' - 2 3/4"2 ' - 0 "11' - 11"2' - 4 1/2"0' - 3 1/2"15' - 8 3/4"0' - 5 1/2"12' - 1 1/4"4' - 6 1/2"8' - 7 1/2"0' - 5 1/2"37' - 8"85' - 4 3/4"1 1 ' - 2 "
1 0 ' - 7 1 /2 "
7 ' - 6 1 /2 "0 ' - 5 1 /2 "1 0 ' - 8 1 /2 "0 ' - 5 1 /2 "
2 9 ' - 9 1 /2 "6' - 5 1/2"4' - 3"0' - 5 1/2"9' - 1 1/2"DOOR POCKETDRAPE POCKETDO O R P OCK E T
DRA P E P O C K E T
SKYLIGHT
ABOVE, TYP.
2 ' - 3 "
2 ' - 9 "CRAWLSPACE VENTEV CHARGER
1' - 8 1/2"2X4 2X4 2X4
2X4
2X4
2X4
5
A 4.03
__________________24' - 3 3/4"18"27 3/4"18"5 ' - 9 "7' - 9"4 ' - 1 0 "24"25"3 2 3 /4 "17' - 4 1/4"11' - 2 1/2"2' - 3"7' - 1 3/4"1' - 8 3/4"1 6 ' - 5 1 /4 "
MECHANICAL VENTILATION CAPABLE OF 50 CFM
EXHAUSTED TO EXTERIOR AND BE ENERGY STAR
CERTIFIED (R303.3)
COMBINATION SMOKE AND CARBON MONOXIDE
DETECTOR, HARD-WIRED (R314 & 315)
CO ALARMS SHALL RECEIVE THEIR PRIMARY
POWER FROM THE BUILDING WIRING AND SHALL
BE EQUIPPED WITH A BATTERY BACKUP
S
SYMBOLS LEGEND
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121FIRST FLOOR PLANA 2.02#11 FLYING MANEROLLING HILLS, CA 902743/16" = 1'-0"1PROPOSED FIRST FLOOR
70
2
A 4.03
__________________31' - 3 1/4"20' - 6"42" GLASS GUARDRAIL
IN RECESSED SHOE
AND DESIGNED FOR
LOADS REQ IN
SEC..1607.7.8 W/ A
FACTOR OF SAFETY OF
4. CBC SEC. 2407.1
RE: 29/S-4
POWDERCOATED ALUMINUM
GUTTER (DARK GREY)
STUCCO FINISH ON
SITE RETAINING WALLS
1436' - 0"
FINISH FLOOR 15' - 6 1/4"6' - 4"8' - 0"8' - 2 3/4"17' - 11 3/4"CLASS A FIRE RATED CONCRETE TILE
ROOF, DARK CHARCOAL COLOR
106.3 107.1 120.A 118.A116.A122.1
A B C D
4.0:12GLASS GUARDRAIL IN SHOE,
REFER TO STRUCTURAL DETAIL
29/S-4
ESR-3842 3' - 6"4.0:126' - 4"1.25" WIDE PAINTED TRIM AT DOOR
AND WINDOW OPENINGS
1.25" WIDE PAINTED TRIM AT BASE
OF SIDING
6
A 4.05
__________________
SIM.6' - 6"26' - 2"4' - 2"CLASS A FIRE RATED CONCRETE TILE
ROOF, DARK CHARCOAL COLOR
1-HR RATED WALL ASSEMBLY (EXT TO INT)
ICC-ES ESR 1338
1. 1/2" THICK X 5" WIDE REDWOOD TONGUE AND
GROOVE SIDING OVER/
2. 5/8" THICK TYPE 'X' GYPSUM WALLBOARD O/
3. PLYWOOD SHEATHING PER STRUCTURAL O/
3. 2X6 WOOD STUD @ 24" O.C. W/ R-19 ROCK
WOOL INSULATION OVER/
4. 5/8" THICK TYPE 'X' GYPSUM WALL BOARD
SATIN ALUMINUM FRAME DOORS AND
WINDOWS, TYP.
1.25" WIDE TRIM (PAINTED WHITE)
SOLID WOOD FASCIA PAINTED DARK GREY
TO MATCH KYNAR FINISH OF SHEET METAL
GUTTER
PIETRA DI CARDOSO NATURAL
STONE TILE, 40X6CM
BRUSHED TEXTURE
RUNNING BOND PATTERN
21' - 0"1436' - 0"
FINISH FLOOR15' - 6 1/4"1' - 4"1' - 4"
EXTERIOR WALL SCONCE,
TYPICAL. ALL EXTERIOR
LIGHTING TO BE SHIELDED
DOWNLIGHTS8' - 0"LINE OF BASEMENT EXTENTS (BEYOND)
LINE OF STAIR AND EGRESS DOOR (BEYOND)3' - 6"LINE OF NATURAL AND FINISH GRADE
6
A 4.02
__________________
2
A 4.04
__________________
111.A 114.A 115.A
3
A 4.04
__________________
EFG
3' - 6"SIDING TO HAVE MITRED CORNERS
1.25" TERMINATION TRIM AT BASE
OF SIDING4.0:12GLASS GUARDRAIL IN SHOE, REFER
TO STRUCTURAL DETAIL 29/S-4
ESR-3842
5
A 4.05
__________________
6
A 4.05
__________________
4
A 4.05
__________________
1
A 4.05
__________________
6
A 4.05
__________________
6
A 4.05
__________________
5
A 4.05
__________________
5
A 4.03
__________________
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121EXTERIOR ELEVATIONSA 3.01#11 FLYING MANEROLLING HILLS, CA 902741/4" = 1'-0"1NORTH ELEVATION
1/4" = 1'-0"2SOUTHEAST ELEVATION
71
CLASS A FIRE RATED CONCRETE TILE ROOF, DARK GREY COLOR
SKYLIGHT, TYP.
1X6 HORIZONTAL WOOD SIDING WITH 1/8" SQUARE
GROOVE O/ BUILDING PAPER O/ 1-HR RATED
DENSGLASS SHEETING (PAINTED WHITE)
SATIN ALUMINUM FRAME DOORS AND
WINDOWS, TYP.
1.25" WIDE TRIM (PAINTED WHITE)
SOLID WOOD FASCIA (PAINTED DARK GREY)
WOOD GARAGE DOOR,
PAINTED WHITE
CUSTOM PIVOT DOOR, PAINTED
WHITE
EQEQ
6' - 4"1' - 8"
1
A 4.03
__________________
HEAVY TIMBER TRELLIS
MEMBERS, PAINTED WHITE
113.A
112.A112.B 101.B101.A 108.B 108.A
105.A
106.1
12345
4.0:12TRASH YARD
REDWOOD FENCING
PAINTED WHITE
5' - 0"4
A 4.05
__________________
6
A 4.05
__________________
5
A 4.05
__________________
9
A 4.05
__________________
8
A 4.05
__________________4' - 10 3/4"5' - 0"6' - 4"5' - 0"5' - 0"1
A 4.03
__________________
CLASS A FIRE RATED CONCRETE TILE
ROOF, DARK CHARCOAL COLOR
103.A 103.B 102.A 101.C 101.D 118.B 119.A
1 2 3 4 5
3' - 6"PIETRA DI CARDOSO NATURAL STONE
TILE, 40X6CM
BRUSHED TEXTURE
RUNNING BOND PATTERN
4.0:124.0:124
A 4.03
__________________
STUCCO FINISH ON
SITE RETAINING WALLS
PAINTED SHEET METAL CHIMNEY CAP
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121EXTERIOR ELEVATIONSA 3.02#11 FLYING MANEROLLING HILLS, CA 902741/4" = 1'-0"2EAST ELEVATION
1/4" = 1'-0"1WEST ELEVATION
72
CRAWLSPACE CRAWLSPACE2' - 2"ENTRY COURTYARD LIVING ROOM
POOL
1435' - 1 3/4"
1432' - 0"
1429' - 0"
1432' - 9"
1428' - 0"
SURGE BASIN
TOW (VARIES)
TOW (VARIES)15' - 6 1/4"FINISH OPENING8' - 0"PATIO DOOR HEADER9' - 10"9' - 4"17' - 8 1/2"4 .0 :1 2
4.0:12
ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
8' - 3 1/4"1434' - 8 3/4"
T.O. STEM WALL
SLOPE 2%1436' - 0"
F.F.
1445' - 10"
1453' - 8 1/2"
T.O. RIDGE BEAM
1446' - 10"ENTRY DOOR HEADER10' - 10"1' - 2"2' - 9 1/2"A 4.04
4
A 4.04
1
SIM.
1445' - 6"
A 4.04
5
A 4.03
4
SIM.
GLASS GUARDRAIL IN SHOE, REFER
TO STRUCTURAL DETAIL 29/S-4
ESR-3842
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
2
A 4.03
__________________
22' - 0 1/2"8' - 0"POOL
1431' - 2 1/2"
1435' - 1 3/4"3' - 2 1/2"1428' - 0"
SURGE BASIN
TOW (VARIES)
TOW
1430' - 6"
WATERLINE
1426' - 5 3/4"
TOW
DINING ROOMFAMILY ROOM
9' - 10"9' - 3"8' - 0"9' - 0"A B C D
18' - 1 1/4"4 .0 :1 2
4.0:12
4.0:12
ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
A 4.04
1
A 4.04
4
SIM.16' - 4 1/2"SLOPE TO DRAIN
PER DETAIL 3/A4.03
A 4.04
5
SIM.
A 4.03
4
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121BUILDING SECTIONSA 4.01#11 FLYING MANEROLLING HILLS, CA 902741/4" = 1'-0"2SECTION 2
1/4" = 1'-0"1SECTION 1
73
EASEMENT
5' - 0"3' - 0"10' - 0"
CRAWLSPACE
LINE OF (E) GRADE
8' - 0"1443' - 10"
1435' - 9 1/2"
1436' - 0"
1438' - 10"
TW
TW
3' - 0"
BEDROOM 3 HALL
9' - 2 3/4"1432' - 9"
8 7
4 .0 :1 2
ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
A 4.04
1
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
10' - 6"
10"MAX.5' - 0"4' - 5 1/4"3' - 6"2' - 6"1436' - 0"
MASTER BEDROOM
8' - 0"8' - 0"SAUNA
POOL
1420' - 6"
EQUIPMENT
5' - 0"1425' - 6"4.0:12UNDERSIDE OF FLOOR
PROJECTION SHALL MAINTAIN THE
IGNITION-RESISTANT INTEGRITY OF
EXTERIOR WALLS 5/8" 3-COAT
EXTERIOR PLASTER
USE Cement or gypsum plaster on
metal lath. Lath fastened with 1-1/2" by
No. 11 gage by 7/16" head barbed
shank roofing nails spaced 5" on center.
Plaster mixed 1:2 for scratch coat and
1:3 for brown coat, by weight, cement to
sand aggregate. painted finish
PER ITEM 13-1.2 TABLE 721.1(3) 2019
CBC1' - 1"ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
A 4.05
1
GLASS GUARDRAIL IN SHOE, REFER
TO STRUCTURAL DETAIL 29/S-4
ESR-3842
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
9' - 11 3/4"10' - 0"2' - 6"4' - 6"1436' - 0"
MASTER BEDROOM MASTER BATH
8' - 0"8' - 0"9' - 2 3/4"9' - 5"3' - 6"LIGHTWELLBEDROOM 5SAUNA8' - 0"4 .0 :1 2
ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
A 4.04
1
A 4.05
1
GLASS GUARDRAIL IN SHOE, REFER
TO STRUCTURAL DETAIL 29/S-4
ESR-3842
UNDERSIDE OF FLOOR PROJECTION
SHALL MAINTAIN THE IGNITION-
RESISTANT INTEGRITY OF EXTERIOR
WALLS 5/8" 3-COAT EXTERIOR PLASTER
USE Cement or gypsum plaster on metal
lath. Lath fastened with 1-1/2" by No. 11
gage by 7/16" head barbed shank roofing
nails spaced 5" on center. Plaster mixed 1:2
for scratch coat and 1:3 for brown coat, by
weight, cement to sand aggregate. painted
finish
PER ITEM 13-1.2 TABLE 721.1(3) 2019
CBC
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
1' - 1"8' - 0"7' - 6"1425' - 6"
004.A
1425' - 4"7' - 6"8' - 0"1427' - 9 1/4"
1430' - 10"
1436' - 0"
1425' - 6"
1420' - 6"
1436' - 0"
1435' - 6"
POOLSPA
1432' - 6"
1435' - 1 3/4"
TOW
TOW
MASTER CLOSET STUDY
INDOOR POOL
BATHROOM
5' - 0"A 4.04
1
8 67
4 .0 :1 2
4.0:12
ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
17"10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121BUILDING SECTIONSA 4.02#11 FLYING MANEROLLING HILLS, CA 902741/4" = 1'-0"3SECTION 3
1/4" = 1'-0"5SECTION 5
1/4" = 1'-0"4SECTION 4
1/4" = 1'-0"6SECTION 6
74
2
A 4.03
__________________8' - 0"A B C D
1431' - 0 1/2"3' - 2"103
KITCHEN
104
CHEF'S KITCHEN
106
GARAGE
1.0%14' - 6 1/4"15' - 9 3/4"2' - 2"1432' - 9"
4 .0 :1 2
4.0:12
8' - 2 3/4"8' - 0"1427' - 10 1/2"
1435' - 1 3/4"3' - 6"ROOF ASSEMBLY (EXT TO INT)
1. EAGLE ROOFING TILE IN 4585 CHARCOAL
CLASS-A FIRE RATING ESR-1900
2. 72# MINERAL SURFACED NON-PERFORATED
UNDERLAYMENT OVER
3. 7/16" THICK LP FLAMEBLOCK OSB SHEATHING
(2-SIDED) OVER
4. 2X12 ROOF RAFTERS @16" O.C. W/ R-38 ROCK
WOOL INSULATION OVER/
5. 5/8" THICK TYPE 'X' GYSPSUM WALL BOARD
A 4.04
5
SIM.
A 4.04
4
SIM.
A 4.03
4
SIM.
FULLY TILED SPILL-OVER
WALL OF POOL
PLASTER FINISH ON SITE
RETAINING WALLS
FULLY TILED INSIDE FACE
OF POOL SURGE BASIN
R-30 INSULATION AT
ROOF, TYPICAL
R-21 INSULATION AT
EXTERIOR WALLS, TYPICAL
R-19 INSULATION AT RAISED
FLOOR, TYPICAL
3
A 4.03
__________________
A 4.03
3
1
A 4.01
__________________1
A 4.03
__________________
2 3 4 5
4' - 6"1430' - 9 1/4"
1427' - 9 1/4"7' - 6"4' - 6"8' - 0"1' - 0"8' - 0"14' - 3 1/2"7' - 9 1/2"1' - 0"2' - 11"3' - 0"2 1 .0 %
WATERLINE
1435' - 2 3/4"
STRUCTURAL FOAM OR CONC. OVERPOUR
1436' - 0"
FFE
4
A 4.03
__________________
4
A 4.03
__________________
1435' - 1 3/4"
TOW
SPAPOOL
RECESSED VAULT FOR
SAFETY POOL COVER
AND MOTOR
1' - 4"1' - 6"1430' - 9 1/4"1' - 10"PEBBLEFINA PLASTER
FINISH INSIDE POOL
BELOW WATERLINE
FULLY TILED SPILL-OVER WALL, SURGE
BASIN AND WATERLINE
2
A 4.03
__________________D
2' - 0"
0' - 0 1/2"0' - 2"0' - 8"1432' - 9"
SLOT DRAIN
2'-0" FROM EDGE OF POOL TO ALLOW
FOR TILE MODULE
1435' - 4 3/4"
1431' - 4 3/4"
1429' - 9"
TOS
SLOPE 1/4":12"
1435' - 1 3/4"
1431' - 3 1/4"
1426' - 3 1/4"
1433' - 5 1/4"
A 4.04
4
TOW
TOW
TOW
PEBBLEFINA PLASTER
FINISH INSIDE POOL
BELOW WATERLINE
8" WATERLINE TILE 2"8 1/2"8 1/2"
1"1"1/2"6 1/2"1"
PLAN VIEW
HSS COLUMN
1/2" PLYWOOD WRAP
1/4" SHIM
1/2" REDWOOD BOARD
1" REDWOOD BOARD
1/2" REDWOOD BOARD
HSS COLUMN, EMBED
PER STRUCT.
STONE PATIO FINISH
1/8" STAINLESS STEEL PLATE
PAINTED REDWOOD BOARDS
ELEVATION/SECTION VIEW
10' - 0"10' - 0"5' - 0"3' - 0"1445' - 4"
EXISTING NEWLY CONSTRUCTED
RETAINING WALL
PROPOSED TOW
1448' - 3 1/2"
TOW
EXISTING RUBBLE WALL
2' - 3 1/2"1446' - 0"
PROPERTY LINE
LINE OF RHCA EASEMENT
LINE OF RHCA EASEMENT
PROPOSED GRADE
AS-BUILT (DISTURBED) GRADE
11 FLYING MANE 15 FLYING MANE
60"18"60" STALLION FENCE WITH MESH NETTING
FOR POOL FENCE SECURITY
PROPOSED CONCRETE DRAINAGE SWALE WITH
SCORED TEXTURE TO REDUCE FALL HAZARD
PROPOSED WALL HEIGHT
INCREASE OF 18"9' - 6"6" FREEBOARD12"
10/31/21
2422 GATEWOOD ST
LA, CA 90031
P: 310 597 9668
E: john@ruz-arch.com
PRIVATE RESIDENCENOV 27, 2023
1121BUILDING SECTIONSA 4.03#11 FLYING MANEROLLING HILLS, CA 902741/4" = 1'-0"1SECTION 10
1/4" = 1'-0"2POOL SECTION 1
1/4" = 1'-0"4POOL SECTION 2
3" = 1'-0"3HSS COLUMN WRAP DETAILS
1/2" = 1'-0"5RETAINING WALL HEIGHT INCREASE AT EASEMENT
75
10102010LEGENDO'NEILL LAND SURVEYING, INC.PARTIAL EASEMENT SURVEY11 FLYING MANE ROADROLLING HILLS, CA.TITLE:CLIENT:NEVENKA, LLC(310)318-4776BONEILL24@GMAIL.COM11 FLYING MANE ROADROLLING HILLS, CA.1AI
NROFILACFOETAT SLS 8958EXP 9/30/24LICE
N
S
EDLANDSURVEYORB
R
I
ANG.ON'EILLDATED: 9/28/2023NOTE :SURVEY INFORMATION PROVIDED BY O'NEILL LAND SURVEYING. PROPOSED DESIGN SOLUTION PROVIDED BY RUZICKA ARCHITECTURESECTION A TAKEN AT WORSTCASE TRANSITION OFDISTURBED AREASECTION A - 1/4" SCALE121'
-4
"60" TALL 3-RAILFENCE FOR POOLENCLOSURE WITHWELDED WIRE MESHAT INTERIOR FACENEW 54" TALL 3-RAILFENCE AT EASEMENT,TYPICAL AT FRONTYARD EASEMENT10/31/23AS-BUILT RETAININGWALL TO BEINCREASED IN HEIGHTBY 18" TO ALLOWPRE-EXISTINGEASEMENT GRADE TOBE REESTABLISHEDCONTRACTOR TOPROVIDE NEWCONCRETE DRAINAGESWALE ON GRADE ATEDGE OF EASEMENT. CONCRETE TO BESCORED TO REDUCESLIP HAZARD. SWALEEXTENT TO MATCHWALL EXTENT10' - 0"10' - 0"5' - 0"3' - 0"1445' - 4"EXISTING NEWLY CONSTRUCTED RETAINING WALLPROPOSED TOW1448' - 3 1/2"TOWEXISTING RUBBLE WALL2' - 3 1/2"1446' - 0"PROPERTY LINELINE OF RHCA EASEMENTLINE OF RHCA EASEMENTPROPOSED GRADEAS-BUILT (DISTURBED) GRADE11 FLYING MANE15 FLYING MANE60"18"60" STALLION FENCE WITH MESH NETTING FOR POOL FENCE SECURITYPROPOSED CONCRETE DRAINAGE SWALE WITH SCORED TEXTURE TO REDUCE FALL HAZARDPROPOSED WALL HEIGHT INCREASE OF 18"9' - 6"
6" FREEBOARD12"76