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CL_AGN_250415_PC_AgendaPacket_F_A1.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. 5.A.FOR BLUE FOLDER DOCUMENTS APPROVED AT THE PLANNING COMMISSION MEETING RECOMMENDATION: Approved 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. 2 PORTUGUESE BEND ROAD ROLLING HILLS, CA 90274 (310) 377-1521 AGENDA Regular Planning Commission Meeting PLANNING COMMISSION Tuesday, April 15, 2025 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_250415_PC_Item10B.pdf 1 7.A.APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION REGULAR MEETING OF APRIL 15, 2025 RECOMMENDATION: Approve as presented. 7.B.APPROVE THE MINUTES FOR THE MARCH 18, 2025 PLANNING COMMISSION MEETING RECOMMENDATION: Approve as presented. 8.EXCLUDED CONSENT CALENDAR ITEMS 9.PUBLIC HEARINGS ON ITEMS CONTINUED FROM PREVIOUS MEETING 10.NEW PUBLIC HEARINGS 10.A.ZONING CASE NO. 24-121: SITE PLAN REVIEW FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET MAXIMUM HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT LOCATED AT 6 QUAIL RIDGE ROAD NORTH (SCHIMMEL) RECOMMENDATION: Open the public hearing, take public testimony, close the public hearing, discuss the proposed project, and provide direction to staff and applicants. In the event the Planning Commission decides to approve the project, a draft resolution is included in Attachment 4, entitled: "A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 24-121 FOR A SITE PLAN REVIEW FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) (LOT 107-RH)" 10.B.ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER CL_AGN_250415_PC_AffidavitofPosting.pdf CL_MIN_250318_PC_F.pdf Attachment 1: PL_ADR_250408_6QuailRidgeRoadN_ZC24- 121_RadiusMap_04.15.25PCMeeting.pdf Attachment 2: 2504021_6QuailRidgeRdN_Development Table (ZC25-121).pdf Attachment 3: PL_ADR_250409_6QRRN_ZC24-121_VicinityMap_Google.pdf Attachment 4: 2025-03_PC_Resolution_6QuailRidgeRoadN_ZC24-121_Schimmel_D.pdf Attachment 5: CL_PBN_250415_PH_PC_6QuailRidgeRdN_Affidavit.pdf Attachment 6: PL_ADR_250409_6QuailRidgeRdN_ZC24-121_Plans_4thSubmittal.pdf 2 THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LOT 29-A-EF) (LEE) RECOMMENDATION: Open the public hearing, take public testimony, close the public hearing, discuss the proposed project, and provide direction to staff and applicants. 10.C.CONSIDERATION OF AN ORDINANCE AMENDING CHAPTER 17.16 OF THE MUNICIPAL CODE REGARDING THE HEIGHT LIMITS OF SINGLE-FAMILY RESIDENTIAL HOMES, STABLES AND BARNS; AND FINDING THE ACTION TO BE STATUTORILY EXEMPT FROM CEQA UNDER SECTION 21080.17 OF THE PUBLIC RESOURCES CODE R EC O M M EN D AT I O N: Open the public hearing, receive public testimony, close the public hearing, and by motion: Find that the adoption of the proposed ordinance is statutorily exempt from review under the California Environmental Quality Act (“CEQA”) under Public Resources Code section 21080.17. Adopt a resolution (Attachment 1) recommending that the City Council adopt the proposed ordinance that is attached thereto as Exhibit “A.” 11.OLD BUSINESS 12.NEW BUSINESS 13.SCHEDULE FIELD TRIPS 14.ITEMS FROM STAFF 15.ITEMS FROM THE PLANNING COMMISSION 16.ADJOURNMENT Attachment 1: PL_ADR_250409_6ChuckwagonRoad_RadiusMap_04.15.25PCMeeting.pdf Attachment 2: PL_ADR_6ChuckwagonRd_ZC24-043_240516_Arch SitePlan.pdf Attachment 3: PL_ADR_250407_6ChuckwagonRoad_Calculations_4.15.25PCMeeting.pdf Attachment 4: PL_ADR_6ChuckwagonRd_ZC24-043_250408_LandscapePlan_F.pdf Attachment 5: 2024-043_PC_Resolution_6 Chuckwagon Rd_ZC24-043_Lee_D.pdf CL_AGN_250415_PC_Item10B_PublicComment01.pdf CL_AGN_250415_PC_Item10B_PublicComment02.pdf CL_AGN_250415_PC_Item10B_PublicComment03.pdf Attachment 01 - 2025-04_PC_Resolution_ResidentialHeightLimit.pdf Attachment 02 - 386_HeightLimit_Ordinance_D.pdf Attachment 03 - PL_SUB_BH_RHMC_Chapter_17.12_Code_Definitions.pdf Attachment 04 - PL_SUB_BH_RHMC_Section_17.18.060_Stable.pdf Attachment 05 - PL_SUB_BH_RHMC_Section_17.18.070_Aviaries.pdf Attachment 06 - PL_SUB_BH_RHMC_Section_17.12.190_Storage.pdf Attachment 07 - PL_SUB_BH_RHMC_Chapter17.28_Section17.28.050_GeneralADUandJADURequirements.pdf Attachment 08 - PL_SUB_BH_BuildingHeightsReport_Chart.pdf Attachment 09 - PL_SUB_BH_RHCA_CC_Rs_Building.Heights.pdf CL_PBN_250326_PH_PC_BuildingHeight_Affidavit.pdf 3 Next meeting: Tuesday, May 20, 2025 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. 4 Agenda Item No.: 5.A Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO CITY MANAGER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:FOR BLUE FOLDER DOCUMENTS APPROVED AT THE PLANNING COMMISSION MEETING DATE:April 15, 2025 BACKGROUND: None. DISCUSSION: None. FISCAL IMPACT: None. RECOMMENDATION: Approved. ATTACHMENTS: CL_AGN_250415_PC_Item10B.pdf 5 BLUE FOLDER ITEM (SUPPLEMENTAL) Blue folder (supplemental) items are additional back up materials to administrative reports, changes to the posted agenda packet, and/or public comments received after the printing and distribution of the agenda packet for receive and file. PLANNING COMMISSION MEETING April 15, 2025 10.B ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LOT 29-A-EF) (LEE) FROM: CHRISTIAN HORVATH, CITY CLERK/EXECUTIVE ASSISTANT TO THE CITY MANAGER CL_AGN_250415_PC_Item10B_PublicComment01.pdf CL_AGN_250415_PC_Item10B_PublicComment02.pdf CL_AGN_250415_PC_Item10B_PublicComment03.pdf 6 Agenda Item No.: 7.A Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO CITY MANAGER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION REGULAR MEETING OF APRIL 15, 2025 DATE:April 15, 2025 BACKGROUND: None. DISCUSSION: None. FISCAL IMPACT: None. RECOMMENDATION: Approve as presented. ATTACHMENTS: CL_AGN_250415_PC_AffidavitofPosting.pdf 7 Administrative Report 7.A., File # 2736 Meeting Date: 4/15/2025 STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) AFFIDAVIT OF POSTING In compliance with the Brown Act, the following materials have been posted at the locations below. Legislative Body Planning Commission Posting Type Regular Meeting Agenda Posting Location 2 Portuguese Bend Road, Rolling Hills, CA 90274 City Hall Window City Website: https://www.rolling-hills.org/government/agenda/index.php https://www.rolling-hills.org/government/city_council/city_council_archive_agendas/index.php Meeting Date & Time APRIL 15, 2025 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: April 11, 2025 8 Agenda Item No.: 7.B Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:CHRISTIAN HORVATH, CITY CLERK / EXECUTIVE ASSISTANT TO CITY MANAGER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:APPROVE THE MINUTES FOR THE MARCH 18 , 2025 PLANNING COMMISSION MEETING DATE:April 15, 2025 BACKGROUND: None. DISCUSSION: None. FISCAL IMPACT: None. RECOMMENDATION: Approve as presented. ATTACHMENTS: CL_MIN_250318_PC_F.pdf 9 MINUTES – PLANNING COMMISSION MEETING Tuesday, March 18, 2025 Page 1 Minutes Rolling Hills Planning Commission Tuesday, March 18, 2025 Regular Meeting 6:30 p.m. 1. CALL MEETING TO ORDER The Planning Commission of the City of Rolling Hills met in person on the above date at 6:30 p.m. Chair Chelf presiding. 2. ROLL CALL Commissioners Present: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf Commissioners Absent: None Staff Present: Lisa Edwards, Willdan Consultant Principal Planner Stephanie Grant, Assistant Planner Kurrin Kastelan, Administrative Clerk/Bookkeeper Karina Bañales, City Manager Michael Ervin, Assistant City Attorney 3. PLEDGE OF ALLEGIANCE – City Manager Bañales 4. APPROVE ORDER OF THE AGENDA Motion by Chair Chelf, seconded by Vice Chair Kirkpatrick to approve the order of the agenda. Motion carried unanimously with the following vote: AYES: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf NOES: None ABSENT: None 5. BLUE FOLDER ITEMS (SUPPLEMENTAL) – NONE 6. PUBLIC COMMENTS ON NON-AGENDA ITEMS – NONE 7. CONSENT CALENDAR 7.A. APPROVE AFFIDAVIT OF POSTING FOR THE PLANNING COMMISSION REGULAR MEETING OF MARCH 18, 2025. 7.B. APPROVE THE MINUTES FOR THE FEBRUARY 18, 2025, PLANNING COMMISSION MEETINGS Motion by Commissioner Cardenas, seconded by Vice Chair Kirkpatrick to approve the Consent Calendar. Motion carried unanimously with the following vote: AYES: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf NOES: None ABSENT: None 8. EXCLUDED CONSENT CALENDAR ITEMS – NONE 10 MINUTES – PLANNING COMMISSION MEETING Tuesday, March 18, 2025 Page 2 9. PUBLIC HEARINGS ON ITEMS CONTINUED FROM PREVIOUS MEETINGS – NONE 10. NEW PUBLIC HEARINGS – NONE 11. OLD BUSINESS – NONE 12. NEW BUSINESS 12.A. RECEIVE AND FILE INFORMATION ON POTENTIAL DISCUSSION REGARDING BUILDING HEIGHTS Presentation by Administrative Clerk Kastelan Motion by Commissioner Cardenas, seconded by Commissioner Soo directing staff to draft a proposed municipal code ordinance amendment that includes a maximum ridge height for homes to 18 feet and a maximum ridge height for barns, not including the cupola or other accessories, to 20 feet. Motion carried unanimously with the following vote: AYES: Cardenas, Soo, Douglass, Kirkpatrick, Chair Chelf NOES: None ABSENT: None 13. SCHEDULED FIELD TRIPS 14. ITEMS FROM STAFF 15. ITEMS FROM THE PLANNING COMMISSION 16. ADJOURNMENT : 7:25 P.M. The meeting was adjourned at 7:25 p.m. to the Planning Commission meeting on Tuesday, April 15, 2025, beginning at 6:30 p.m. at City Hall. Respectfully submitted, ____________________________________ Christian Horvath, City Clerk Approved, ____________________________________ Brad Chelf, Chair 11 Agenda Item No.: 10.A Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:STEPHANIE GRANT, ASSISTANT PLANNER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:ZONING CASE NO. 24-121: SITE PLAN REVIEW FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET MAXIMUM HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT LOCATED AT 6 QUAIL RIDGE ROAD NORTH (SCHIMMEL) DATE:April 15, 2025 BACKGROUND: The lot is an irregular shaped parcel zoned RAS- 2 and there is one main building pad, the net lot area is 197,064 square feet (4.52 acres). The subject property is currently developed with a 3,227-square-foot single-family residence, 877 attached garage, 650-square-foot swimming pool, 156-square-foot pool equipment, 258-square-foot attached covered porches, 96-square- foot shed, and ground-mounted solar panels. The address was previously 4 Quail Ridge Road North, and the address was changed to 6 Quail Ridge Road North in 2021. The existing topography of the project site steeply slopes down approximately 210 feet from the highest point from Quail Ridge Road North to the lowest portion of the back corner of the lot. There is a 25-foot front roadway easement on Quail Ridge Road North. The lot has a depth of 839 feet in length and a width of 450 feet. The Vicinity Map has been included in this report (Attachment 3). DISCUSSION: Applicant Requests On October 24, 2024, applications were duly filed by Shilpa Mehta of Joseph Spierer Architects, on behalf of the property owners Mike and Tara Schimmel with respect to real 12 property located at 6 Quail Ridge Road North, Rolling Hills (Lot 107-RH). The applicants submitted a Site Plan Review Application, Conditional Use Permit Application, and Architectural Plans (Attachment 6). The applicants are requesting a Site Plan Review (SPR) for a 1,260 square-foot addition to the existing main residence with a 570 square-foot attached garage, 272 Cubic Yards of Non-Exempt Grading for the expansion of existing driveway for fire truck turnaround, walls to exceed a maximum 3 feet height (not to exceed maximum 5 feet), and other improvements; and Conditional Use Permit (CUP) for a 514 square-foot detached cabana (not to exceed 800 square feet). The Project also includes a residential interior remodel, outdoor kitchen, service yard, new hardscape, and landscape that is not part of this discretionary approval. Site Plan Review The Rolling Hills Municipal Code requires a Site Plan Review for the construction of an addition that increases the size of the residence by more than 999 square feet pursuant to RHMC Section 17.46.020.3(b), requires grading pursuant to RHMC Section 17.46.020.3(A), and walls above three feet shall be subject to site plan review pursuant to RHMC Section 17.16.190(F). The Project proposes a 1,260-square-foot addition to the main residence with a new 570 attached garage. The existing main residence is 3,227 square feet, and the proposed addition will add 1,260 square feet for a total of 4,487 square feet. The Project included a total of 272 cubic yards of non-exempt grading. An SPR is also requested for one wall not to exceed a 5’ high retaining wall located along the driveway. Conditional Use Permit RHMC Section 17.16.040(A)(3) requires a Conditional Use Permit for a structure that exceeds 200 square feet. The Applicant is proposing a 514 square-foot cabana. Grading The grading for the Project is subject to a Discretionary Review. The total grading for the project is proposed to be 272 cubic yards (CY): 136 CY of cut for a 5,235 square foot area and 136 CY of fill for a 6,530 square foot area, and the grading which will be balanced on site. The south portion of the driveway is where the additional 600 square feet of disturbance and 124 cubic yards of grading have been added for the driveway expansion which includes 104 CY of cut and 52 CY of fill for the driveway; the depth of the cut and fill will be 1.5 feet. The project includes 32 CY of over-excavation and 64 CY of re-compaction. The applicant is proposing to use the dirt from the cut to level out the existing fire turnaround and neck of the driveway that connect to the motor court areas. No dirt will be exported. The main fill will be used to extend the west portion of the motor court, and a little bit will be used to fill the neck of the driveway. Maximizing the amount of fill on the subject property complies with the goals of the General Plan to balance grading on site. MUNICIPAL CODE COMPLIANCE Setbacks The project complies with all of the required setbacks in the RAS-2 Zone. There is one planter wall that encroaches into the side setback. Lot Coverage 13 The Project complies with the Development Standards in the Rolling Hills Municipal Zoning Code, and all of the data is included in the Development Table (Attachment 2). The existing structural coverage is 5,168 square feet or 2.62%, and the project proposes a net of 1,604 square feet or 0.81%, for a total of 6,772 square feet or 3.44%. This is still under the maximum allowed 20% structural coverage. The existing flatwork coverage is 11,647 square feet or 5.91%, and the project proposes 908 square feet or 0.46%, for a total of 12,555 square feet or 6.37%. This is still under the maximum allowable 15% structural coverage. The existing structural and flatwork coverage is 16,815 square feet or 8.53%, and the project increases that by 2,512 square feet or 1.27%. The total overall structural and flatwork coverage will result in 19,327 square feet or 9.81%, which is still well under the maximum allowed 35% structural and flatwork coverage. Building Pad Coverage There is one main building pad with a total of 22,983 square-feet. The existing Building Pad Coverage with deductions is 4,910 square feet or 21.36%, and with an increase of 1,499 square feet or 6.47%, and the total proposed Building Pad Coverage with deductions is 6,409 square feet or 27.66%, this is below the maximum 30% guideline. Disturbance The existing disturbed area is 38,630 square feet or 19.60%, with a proposed increase of 600 square feet or 0.30%, for a total of 39,230 square feet or 19.91%. The disturbance is still below the maximum 40%. The increased disturbance is for the driveway expansion. Neighbor Concerns No public comments have been received on the date of publication of this Agenda item. Public Noticing Notification of the Development and Planning Commission meeting was published in the Daily Breeze on April 5, 2025, and public notices were mailed to residents within a 1,000-foot radius of the development on April 5, 2025 (Attachment 1). The Proof of Service of publication in the Daily Breeze has also been included in this report (Attachment 5). Review by RHCA The Rolling Hills Community Association will review this project. Height The maximum height of the new attached garage is 10.5 feet height, and the new entryway is 10 feet high and 6 3/4 inches. Both will match the existing architecture of the main residence. The maximum height of the cabana is 10 feet and 6 3/4 inches height. Site Access The site is easily accessible at the end of Quail Ridge Road North from a 15.1-foot-wide, 246- foot-long driveway that slopes and extends down to the existing motor court. Driveway and Motor court There are no changes to the existing driveway apron. Since the new garage impedes on the existing fire truck turnaround, the existing driveway and motor court has been expanded by 12 14 feet at the widest point to accommodate a new fire truck turn around. The southeast portion of the driveway and motor court are where the additional 600 square feet of disturbance and 124 cubic yards of grading has been added for the driveway expansion. Stable/Corral A future stable and corral will be located in the northern portion of the site. There is a six-foot- wide stable access road accessible from the motor court. The pathway starts behind the new garage and extends around the service yard, shed, and main building pad. Utility Lines / Septic Tank All utility lines for the development will be required to be placed underground. The Los Angeles County Public Health Department will review the septic system (location TBD). Walls RHMC Section 17.16.190(F) requires a Site Plan Review for any walls that exceed the maximum height of 3 feet. The proposed wall that extends along the driveway expansion (southeast section) has an average height of 2.5 feet and a maximum height of 3.4 feet (it exceeds the max height by 4 inches). All the other proposed walls and 3 planter sections will not exceed the 3-foot maximum height. There is a proposed 1.8 foot high planter located to the north at the end of flatwork, the corner of the planter encroaches 10.8 feet into the north 35 foot side setback. RHMC Section 17.16.150(F) allows structures permitted in setback "walls, retaining or otherwise, which do not exceed three feet in height and construction of which does not require grading may be permitted along a driveway, stairway or walkway." The planter is located around the walkway and does not require any grading. Environmental Review The Project has been determined to be exempt from the California Environmental Quality Act (CEQA) Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including single family residence and accessory structures, including but not limited to garages, carports, patios, swimming pools and fences. CRITERIA FOR SITE PLAN REVIEW 17.46.050 - Required Site Plan Review findings The Commission shall be required to make findings in acting to approve, conditionally approve, or deny a Site Plan Review application. No project which requires Site Plan Review approval shall be approved by the Commission, or by the City Council on appeal unless the following findings can be made: 1. The project complies with and is consistent with the goals and policies of the general plan and all requirements of the zoning ordinance; 2. The project substantially preserves the natural and undeveloped state of the lot by minimizing building coverage. Lot coverage requirements are regarded as maximums, and the actual amount of lot coverage permitted depends upon the existing buildable area of the lot; 3. The project is harmonious in scale and mass with the site, the natural terrain and surrounding residences; 4. The project preserves and integrates into the site design, to the greatest extent possible, 15 existing topographic features of the site, including surrounding native vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls); 5. Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area; 6. Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course; 7. The project preserves surrounding native vegetation and mature trees and supplements these elements with drought-tolerant landscaping which is compatible with and enhances the rural character of the community, and landscaping provides a buffer or transition area between private and public areas; 8. The project is sensitive and not detrimental to the convenient and safe movement of pedestrians and vehicles; and 9. The project conforms to the requirements of the California Environmental Quality Act. If all of the above findings cannot be made with regard to the proposed project, or cannot be made even with changes to the project through project conditions imposed by City staff and/or the Planning Commission, the site plan review application shall be denied. CRITERIA FOR APPROVAL OF CONDITIONAL USE PERMIT 17.42.050 Basis for approval or denial of Conditional Use Permit. The Commission (and Council on appeal), in acting to approve a conditional use permit application, may impose conditions as are reasonably necessary to ensure the project is consistent with the General Plan, compatible with surrounding land use, and meets the provisions and intent of this title. In making such a determination, the hearing body shall find that the proposed use is in general accord with the following principles and standards: 1. That the proposed conditional use is consistent with the General Plan; 2. That the nature, condition and development of adjacent uses, buildings and structures have been considered, and that the use will not adversely affect or be materially detrimental to these adjacent uses, building or structures; 3. That the site for the proposed conditional use is of adequate size and shape to accommodate the use and buildings proposed; 4. That the proposed conditional use complies with all applicable development standards of the zone district; 5. That the proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities; 6. That the proposed conditional use observes the spirit and intent of this title. FISCAL IMPACT: None. RECOMMENDATION: Open the public hearing, take public testimony, close the public hearing, discuss the proposed project, and provide direction to staff and applicants. In the event the Planning Commission decides to approve the project, a draft resolution is included as Attachment 4, entitled: "A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 24-121 FOR A SITE PLAN REVIEW FOR A 16 RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) (LOT 107-RH)" ATTACHMENTS: Attachment 1: PL_ADR_250408_6QuailRidgeRoadN_ZC24- 121_RadiusMap_04.15.25PCMeeting.pdf Attachment 2: 2504021_6QuailRidgeRdN_Development Table (ZC25-121).pdf Attachment 3: PL_ADR_250409_6QRRN_ZC24-121_VicinityMap_Google.pdf Attachment 4: 2025-03_PC_Resolution_6QuailRidgeRoadN_ZC24-121_Schimmel_D.pdf Attachment 5: CL_PBN_250415_PH_PC_6QuailRidgeRdN_Affidavit.pdf Attachment 6: PL_ADR_250409_6QuailRidgeRdN_ZC24-121_Plans_4thSubmittal.pdf 17 City of Rolling Hills ROLLING HILLS, CA 90274 TITLE VICINITY MAP CASE NO. Zoning Case No. 24-121 Conditional Use Permit & Site Plan Review OWNER Schimmel ADDRESS 6 Quail Ridge Road North, Rolling Hills 90274 SITE 18 Development Table Zoning Case No. 24-121 6 Quail Ridge Road North Site Plan Review & Conditional Use Permit EXISTING PROPOSED TOTAL RA-S- 2 Zone SINGLE FAMILY RESIDENCE, ATTACHED GARAGE, POOL 1,260 SF RESIDENTIAL ADDITION TO MAIN HOUSE WITH 570 SF ATTACHED GARAGE, GRADING, AND 514 SF CABANA Net Lot Area 197,064 SF 197,064 SF Residence 3,227 SF 1,260 SF 4,487 SF Garage 877 SF -307 SF 570 SF Swimming Pools/Spa 650 SF 0 SF 650 SF Pool Equipment 156 SF 0 SF 156 SF Pool House ADU Future Stable minimum: 450 SF Future Corral minimum: 550 SF 450 SF 550 SF 450 SF 550 SF New Planter Box 0 SF 763 SF 763 SF Recreation Court Attached Covered Porches 258 SF -258 SF 0 Detached Sheds 96 SF 0SF 96 SF Attached Trellis BBQ/Outdoor Kitchen 0 SF 55 SF 55 SF Service Yard 96 SF 96 SF Primary Driveway 7,910 SF -160 SF 7,750 SF Paved walkways/Patio Areas/Courtyards 527 SF -136 SF 391 SF Pool Deck 3,210 SF 1,204 SF 4,414 SF Grading (balanced onsite) 0 CY 272 CY 272 CY Structural Lot Coverage (20% maximum & with deductions) 5,168 SF (2.62%) 1,604 SF (0.81%) 6,772 SF (3.44%) Flatwork Lot Coverage (15% maximums & with deductions) 11,647 SF (5.91%) 908 SF (0.46%) 12,555 SF (6.37%) Total Lot Coverage (Structures and Flatwork) (35% maximum & with deductions) 16,815 SF (8.53%) 2,512 SF (1.27%) 19,327 SF (9.81%) 22,983 SF Building Pad Coverage 4,910 SF (21.36 %) 1,499 SF (6.47%) 6,409 SF (27.66%) Total Disturbed Area (40% maximum) 36,630 SF (19.60%) 600 SF (0.30%) 39,230 SF (19.91%) 19 Vicinity Map: 6 Quail Ridge Road N. 20 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 1 RESOLUTION NO. 2025-03 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 24-121 FOR A SITE PLAN REVIEW FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) (LOT 107-RH) 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 Shilpa Mehta of Joseph Spierer Architects, on behalf of the property owners Michael and Tara Schimmel with respect to real property located at 6 Quail Ridge Road North, Rolling Hills (Lot 107-RH). The applicants are requesting a Site Plan Review for a 1,260 square-foot addition to the existing main residence with a 570 square-foot attached garage, 272 Cubic Yards of Non-Exempt Grading, walls to exceed a maximum 3 feet height (not to exceed maximum 5 feet), and other improvements; and Conditional Use Permit for a 514 square foot detached cabana (not to exceed 800 square feet) (Zoning Case No. 24-021) (“Project”). The Project also includes a residential interior remodel, expansion of existing driveway for fire truck turnaround, service yard, new hardscape, and landscape that is not part of this discretionary approval. Section 2. The subject property is currently developed with a 3,227 square-foot single- family residence, 877 square-foot detached garage, 650 square-foot swimming pool, 156 square-foot pool equipment, 258 square-foot attached covered porches, 96-square-foot shed, and ground mounted solar panels. There is one main building pad. Section 3. The Planning Commission conducted duly noticed public hearings to consider the application at a field trip meeting and regular meeting on April 5, 2025. Neighbors within a 1,000-foot radius were notified of the public hearings and a notice was published in the Daily Breeze on April 5, 2025. 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. Section 4. 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 a new cabana and residential addition to a single-family residence along with other related improvements. Accordingly, the Project qualifies for the exemption pursuant to Section 15303. 21 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 2 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 existing structures are on site. Section 5. Site Plan Review. Site Plan Review is required for (1) construction of an addition which increases the size of the residence by more than 999 square feet pursuant to RHMC Section 17.46.020(3)(b.), (2) grading pursuant to RHMC Section 17.46.020(3)(a.), and (3) a wall above three feet pursuant to RHMC Section 17.16.190(F). The Project proposes a 1,260 square-foot addition to the main residence with a new 570 square-foot attached garage. The existing main residence is 3,227 square feet and the proposed addition will add 1,260 square feet for a total of 4,487 square feet. The Project includes a total of 272 cubic yards of non-exempt grading. The walls will exceed 3 feet in height, but will not exceed 5 feet maximum. With respect to the Site Plan Review for the Project, the Planning Commission hereby makes the following findings: A. The project complies with and is consistent with the goals and policies of the General Plan and all requirements of the zoning ordinance. The proposed Project, which includes additions to an existing residence is compatible with the General Plan and Zoning ordinance. The proposed structures comply with the General Plan requirement of low profile, low-density residential development with sufficient open space between surrounding structures. The addition will be built on the existing building pad and connected to the main residence, which will reduce the visual impact from neighboring properties. The grading is required to expand the existing driveway for a total of 272 cubic yards (136 cubic yards of cut and 136 cubic yards of fill). All dirt will be balanced onsite. The Project conforms to Zoning Code lot coverage requirements. The net lot area of the lot is 4.52 acres per RHMC Section 17.16.060(A). The structural net lot coverage is proposed at 6,772 square feet or 3.44% (20% max. permitted) including exempt structures; and the total lot coverage proposed, including flatwork, would be 19,327 square feet or 9.81% (35% max. permitted). The disturbed area of the lot is proposed to be 39,230 square feet or 19.91% (40% max 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 Project will not adversely affect or be materially detrimental to adjacent uses, buildings, or structures. The additions will be on the existing building pad which enables proposed project elements to be the least intrusive to surrounding properties. Further, the addition will be a sufficient distance from nearby residences so views and privacy of surrounding neighbors will not be impacted. The lot has one main building pad and the Project is in an area that is already developed. The existing driveway will be minimally expanded and graded for the fire truck turnaround. 22 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 3 C. The project is harmonious in scale and mass with the site, the natural terrain and surrounding residences. The proposed development, as conditioned, is harmonious in scale and mass with the site, and is consistent with the scale of the neighborhood when compared to new residences in the vicinity of said lot. Significant portions of the lot will be left undeveloped. D. The project preserves and integrates into the site design, to the greatest extent possible, existing topographic features of the site, including surrounding native vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls). There will be no changes to the overall drainage features on the lot. The proposed Project will be located on an existing building pad. The natural site design, native vegetation, and mature trees will not be affected. E. Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area. The proposed grading is limited to the expansion of the driveway and turnaround. The total proposed grading for the Project is 272 Cubic Yards (136 CY of cut and 136 CY of fill). The Grading will be balanced on site and the Project has been designed to follow natural contours of the site and minimize grading. F. Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course. The existing drainage flow will not be changed or redirected. Drainage will follow the natural drainage courses of the lot. 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. As such, the rural character of the community is maintained and privacy is maintained with neighbors. H. The project is sensitive and not detrimental to the convenience and safety of circulation for pedestrians and vehicles. There are no changes to the existing circulation for the pedestrians or vehicles. The driveway will be widened and motor court enlarged to provide better vehicular circulation and 23 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 4 more off-street parking. The minimal alteration and expansion of the driveway is to provide fire truck turnaround for fire safety. 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 an additions to an existing single- family residence. 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. Section 6. Conditional Use Permit Findings. RHMC Section 17.16.040(A)(3) requires a Conditional Use Permit for a structure that exceeds 200 square feet. The Applicant is proposing a 514 square-foot cabana. Given the foregoing, in accordance with RHMC Section 17.42.050, the Planning Commission makes the following findings: A. That the proposed conditional use is consistent with the General Plan. The granting of a Conditional Use Permit for the 514 square-foot cabana is consistent with the purposes and objectives of the Zoning Ordinance and General Plan because the use is consistent with similar uses in the community, and meets all the applicable code development standards for such use. The Project is compatible with existing land uses as other properties in the same zone have cabana. The Project is still consistent with Open Space and Conservation Element Goal 2, which aims for expanded opportunities for outdoor recreation. B. That the nature, condition and development of adjacent uses, buildings and structures have been considered, and that the use will not adversely affect or be materially detrimental to these adjacent uses, building or structures. The nature, condition, and development of adjacent structures have been considered, and the cabana will not adversely affect or be materially detrimental to these adjacent uses, building or structures. The new cabana meets all of the development standards in the Rolling Hills Municipal Code. C. That the site for the proposed conditional use is of adequate size and shape to accommodate the uses and buildings proposed. The proposed cabana complies with all applicable development standards in the RAS-2 Zone. The net lot area is 4.52 Acres or 197,064 square feet and is adequate to support the proposed use. The new cabana is 514 square feet and will not exceed 800 square feet maximum. 24 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 5 D. That the proposed conditional use complies with all applicable development standards of the zone district. The proposed cabana complies with all applicable development standards of the RAS-2 Zone, districts, including size, setbacks, and location. E. That the proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities The proposed cabana is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities because the Project site is not listed on the current State of California Hazardous Waste and Substances Sites List. F. That the proposed conditional use observes the spirit and intent of this title. The City’s Zoning Code ensures that the growth and development of the City is orderly, attractive, and enhances the rural character of the community. The proposed cabana adds to the attractiveness of the property and is consistent with the residential character of the City. The proposed cabana allows the Applicants the ability to enjoy rights enjoyed by other residents in the City. Section 7. Approval Conditions. Based upon the foregoing findings, and the evidence in the record, the Planning Commission hereby approves Zoning Case No. 24-121 subject to the following conditions: A. The Site Plan and Condition Use approvals shall expire within two years from the effective date of approval as defined in RHMC Sections 17.46.080 and 17.42.070 unless otherwise extended pursuant to the requirements of these sections. B. If any condition of this resolution is violated, the entitlements granted by this resolution shall be suspended and the privileges granted hereunder shall lapse and upon receipt of written notice from the City, all construction work being performed on the subject property shall immediately cease, other than work determined by the City Manager or his/her designee required to cure the violation. The suspension and stop work order will be lifted once the Applicant cures the violation to the satisfaction of the City Manager or his/her designee. In the event that the Applicant disputes the City Manager or his/her designee’s determination that a violation exists or disputes how the violation must be cured, the Applicant may request a hearing before the City Council. The hearing shall be scheduled at the next regular meeting of the City Council for which the agenda has not yet been posted; the Applicant shall be provided written notice of the hearing. The stop work order shall remain in effect during the pendency of the hearing. The City Council shall make a determination as to whether a violation of this Resolution has occurred. If the Council determines that a violation has not occurred or has been cured by the time of the hearing, the Council will lift the suspension and the stop work order. If the Council determines that a violation has occurred and has not yet been cured, the Council shall provide 25 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 6 the Applicant with a deadline to cure the violation; no construction work shall be performed on the property until and unless the violation is cured by the deadline, other than work designated by the Council to accomplish the cure. If the violation is not cured by the deadline, the Council may either extend the deadline at the Applicant’s request or schedule a hearing for the revocation of the entitlements granted by this Resolution pursuant to RHMC Chapter 17.58. C. All requirements of the Building and Construction Ordinance, the Zoning ordinance, and of the zone in which the subject property is located must be complied with unless otherwise a variance to such requirement has been approved. 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 April 15, 2025, except as otherwise provided in these conditions. The working drawings submitted to the Department of Building and Safety for plan check review shall conform to the approved development plan. All conditions of the Site Plan Review and Conditional Use Permit 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. E. Prior to submittal of final working drawings to Building and Safety Department for issuance of building and grading permits, the plans for the project shall be submitted to City staff for verification that the final plans are in compliance with the plans approved by the Planning Commission. F. A licensed professional preparing construction plans for this project for Building Department review shall execute a Certificate affirming that the plans conform in all respects to this Resolution approving this project and all of the conditions set forth herein and the City’s Building Code and Zoning Ordinance. Further, the person obtaining a building and/or grading permit for this project shall execute a Certificate of Construction stating that the project will be constructed according to this Resolution and any plans approved therewith. G. Structural lot coverage of the lot shall not exceed 6,772 square feet or 3.44% of the net lot area with deductions, in conformance with structural lot coverage limitations (20% 26 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 7 maximum). The flatwork coverage shall not exceed 12,555 square feet or 6.37%, in conformance with the flatwork coverage limitation (15% maximum). The total lot coverage proposed, including structures and flatwork, shall not exceed 19,327 square feet or 9.81% of the net lot area, in conformance with lot coverage limitations (35% maximum). H. The disturbed area of the lot shall not exceed 19.91%, and the Project proposes minimal disturbance of 0.30% and 600 square feet. I. The existing Building Pad 1 coverage is 4,910 square feet or 21.36%, and the Project proposes an additional 1,499 square feet or 6.47.%, and shall not exceed coverage of 6,409 square feet or 27.66% with allowed deductions. J. A minimum of five-foot level path and/or walkway, which does not have to be paved, shall be provided around the entire perimeter of all of the proposed structures, or as otherwise required by the Fire Department. K. A drainage plan, as required by the Building Department shall be prepared and approved by City Staff prior to issuance of a construction permit. Such plan shall be subject to LA County Code requirements. L. The applicant shall comply with all requirements of the Lighting Ordinance of the City of Rolling Hills (RHMC 17.16.190.E), pertaining to lighting on said property, roofing and material requirements of properties in the Very High Fire Hazard Severity Zone, and Low Impact Development requirements for storm water management on site (RHMC Chapter 8.32). M. All utility lines shall be undergrounded pursuant to Section 17.27.030. N. Hydrology, soils, geology and other reports, as required by the Building and Public Works Departments, and as may be required by the Building Official, shall be prepared. O. Prior to issuance of building permit, the landscaping plan shall meet the requirements of the City, shall be submitted to the City in conformance with Fire Department Fuel Modification requirements, and shall be approved by the City’s landscape consultant. P. A construction fence may be required. If needed, it shall be reviewed and approved by the Planning Department for location, height, and screening material prior to installation. Q. Perimeter easements, including roadway easements and trails, if any, shall remain free and clear of any of improvements to advance equestrian use and emergency preparedness for evacuation within the City. Where RHCA has demonstrated authority over the easement, the City’s Planning Director may grant relief from this condition upon satisfactory proof of permission from RHCA and a legitimate showing that there is no need for the condition to advance equestrian uses and emergency preparedness. 27 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 8 R. Minimum of 65% of any construction materials must be recycled or diverted from landfills. The hauler of the materials shall obtain City’s Construction and Demolition permits for waste hauling prior to start of work and provide proper documentation to the City. S. During construction, the site shall be maintained in a safe manner so as not to threaten the health, safety, or general welfare of the public. T. During construction, conformance with the Air Quality Management District requirements, storm water pollution prevention practices, county and local ordinances and engineering practices so that people or property are not exposed to undue vehicle trips, noise, dust, objectionable odors, landslides, mudflows, erosion, or land subsidence shall be required. U. During construction, to the extent feasible, all parking shall take place on the project site, on the new driveway and, if necessary, any overflow parking may take place within the unimproved roadway easements along adjacent streets, and shall not obstruct neighboring driveways, visibility at intersections or pedestrian and equestrian passage. During construction, to the maximum extent feasible, employees of the contractor shall car-pool into the City. To the extent feasible, a minimum of 4’ wide path, from the edge of the roadway pavement, for pedestrian and equestrian passage shall be available and be clear of vehicles, construction materials and equipment at all times. V. During construction, the property owners shall be required to schedule and regulate construction and relate traffic noise throughout the day between the hours of 7 AM and 6 PM, Monday through Saturday only, when construction and mechanical equipment noise is permitted, so as not to interfere with the quiet residential environment of the City of Rolling Hills. W. Prior to demolition of any existing structures, an investigation shall be conducted for the presence of hazardous chemicals, lead-based paints or products, mercury and asbestos- containing materials (ACMs). If hazardous chemicals, lead-based paints or products, mercury or ACMs are identified, remediation shall be undertaken in compliance with California environmental regulations and policies. X. The property owner and/or his/her contractor/applicant shall be responsible for compliance with the no-smoking provisions in the Municipal Code. The contractor shall not use tools that could produce a spark, including for clearing and grubbing, during red flag warning conditions. Weather conditions can be found at: http://www.wrh.noaa.gov/lox/main.php?suite=safety&page=hazard_definitions#FIRE. It is the sole responsibility of the property owner and/or his/her contractor to monitor the red flag warning conditions. Y. Storm water shall drain in accordance with the approved grading and drainage plan at the discretion of the Building Official. Drainage dissipaters shall be constructed outside of any easements. The drainage system shall be approved by the Department of Building and Safety if applicable. If an above ground swale and/or dissipater is required, it shall be designed in such a manner as not to cross over any equestrian trails or discharge water onto a trail, shall 28 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 9 be stained in an earth tone color, and shall be screened from any trail, road and neighbors’ view to the maximum extent practicable, without impairing the function of the drainage system. Z. During construction, dust control measures shall be used to stabilize the soil from wind erosion and reduce dust and objectionable odors generated by construction activities in accordance with South Coast Air Quality Management District, Los Angeles County and local ordinances and engineering practices. AA. During construction, an Erosion Control Plan containing the elements set forth in Section 7010 of the 2023 County of Los Angeles Uniform Building Code shall be followed to minimize erosion and to protect slopes and channels to control storm water pollution. BB. The property owner shall be required to conform to the Regional Water Quality Control Board and County Health Department requirements for the installation and maintenance of storm water drainage facilities and septic tank. CC. The applicant shall pay all of the applicable Building and Safety and Public Works Department fees and Palos Verdes Peninsula Unified School District fees, if any. DD. Prior to final inspection of the project, “as graded” and “as constructed” plans and certifications shall be provided to the Planning Department and the Building Department to ascertain that the completed project is in compliance with the Planning Commission approved plans. In addition, any modifications made to the project during construction, shall be depicted on the “as built/as graded” plan. EE. This Resolution’s approvals shall not be effective until the applicants execute an Affidavit of Acceptance of all conditions set forth herein. FF. All conditions of this Resolution, when applicable, must be complied with prior to the issuance of a grading or building permit from the Building and Safety Department. GG. Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in section 17.54.070 of the Rolling Hills Municipal Code and Code of Civil Procedure Section 1094.6. HH. 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 29 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 10 in the defense of the action, but such participation shall not relieve the permittee of any obligation under this condition. 30 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 11 PASSED, APPROVED AND ADOPTED THIS 15th DAY OF APRIL, 2025. 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. 31 Resolution No. 2025-03 (ZC 24-021) 6 Quail Ridge Road North (Lee) 12 STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) I certify that the foregoing Resolution No. 2025-03 entitled: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS GRANTING APPROVAL OF ZONING CASE NO. 24-121 FOR A SITE PLAN REVIEW FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) (LOT 107-RH) was approved and adopted at a regular meeting of the Planning Commission on April 15, 2025, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: and in compliance with the laws of California was posted at the following: Administrative Offices. __________________________________ CHRISTIAN HORVATH, CITY CLERK 32 CL_PBN_250415_PH_PC_6QuailRidgeRdN_6Chuckwago - Page 1 of 1 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 pfernandez@scng.com City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 Account Number:5007827 Ad Order Number:0011728359 Customer's Reference/PO Number: Publication:Daily Breeze Publication Dates:04/05/2025 Total Amount:$677.67 Payment Amount:$0.00 Amount Due:$677.67 Notice ID:rKlAaOMdWgQwYsUkMttq Invoice Text:NOTICE OF PUBLIC HEARING AND FIELD TRIP PLANNING COMMISSION OF THE CITY OF ROLLING HILLS, CALIFORNIA NOTICE IS HEREBY GIVEN, that the Planning Commission of the City of Rolling Hills will conduct public hearing field trip visits starting at 7:30 AM on Tuesday, April 15, 2025 , at the following properties for the purpose of receiving public input on the projects described below: 1 st field trip 7:30 AM 6 QUAIL RIDGE ROAD NORTH, ROLLING HILLS, CA 90274 (LOT 107-RH) ZONING CASE NO. 24-121: SITE PLAN REVIEWS FOR A RESIDENTIAL ADDITION WITH A NEW ATTACHED GARAGE, NON-EXEMPT GRADING, WALLS TO EXCEED 3 FEET MAXIMUM HEIGHT, AND OTHER IMPROVEMENTS; AND CONDITIONAL USE PERMIT FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (SCHIMMEL) 2 nd FIELD TRIP AT 7:50 AM 6 CHUCKWAGON ROAD, ROLLING HILLS, CA 90274 (LOT 29-A- EF) ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LEE) The purpose of these field trips is to hold a 33 CL_PBN_250415_PH_PC_6QuailRidgeRdN_6Chuckwago - Page 1 of 1 Daily Breeze 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 0011728359 City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not party to or interested in the above- entitled matter. I am the principal clerk of the printer of Daily Breeze, a newspaper of general circulation, printed and published in the City of Torrance*, County of Los Angeles, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of County of Los Angeles, State of California, under the date of June 15, 1945, Decree No. Pomo C-606. The notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 04/05/2025 I certify (or declare) under the penalty of perjury that the foregoing is true and correct. Dated at Hermosa Beach, California On this 5th day of April, 2025. ______________________________ Signature *Daily Breeze circulation includes the following cities: Carson, Compton, Culver City, El Segundo, Gardena, Harbor City, Hawthorne, Hermosa Beach, Inglewood, Lawndale, Lomita, Los Angeles, Long Beach, Manhattan Beach, Palos Verdes Peninsula, Palos Verdes, Rancho Palos Verdes, Rancho Palos Verdes Estates, Redondo Beach, San Pedro, Santa Monica, Torrance and Wilmington 34 AREA BREAKDOWN Net Lot Size 197,064 SF Residential Floor Area Calculations: Existing Conditions First Floor 3,227 SF Sub Total:3,227 SF Garage 877 SF Grand Total:4,104 SF Proposed Addition First Floor 383 SF Sub Total:383 SF First Floor (Converted Garage)877 SF Sub Total (Including Converted Garage):1,260 SF New Garage 570 SF Total Proposed Square Footage Total First Floor (including Converted Garage)4,487 SF Sub Total:4,487 SF New Garage 570 SF Grand Total:5,057 SF STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL NET LOT AREA 197,064 SQFT NA 197,064 SQFT RESIDENCE 3,227 SQFT 1,260 SQFT 4,487 SQFT GARAGE 877 SQFT - 307 SQFT 570 SQFT POOL / SPA 650 SQFT NA 650 SQFT ATTACHED COVERED PORCHES 258 SQFT - 258 SQFT 0 SQFT DETACHED SHED 96 SQFT NA 96 SQFT CABANA NA 514 SQFT 514 SQFT OUTDOOR KITCHEN NA 55 SQFT 55 SQFT SERVICE YARD NA 96 SQFT 96 SQFT DEDUCTIONS OUTDOOR KITCHEN NA -55 SQFT -55 SQFT TOTAL STRUCTURE 5,264 SQFT 1,755 SQFT 7,019 SQFT % STRUCTURAL COVER 2.67 %.89 %3.56 % FLATWORK CALCULATION EXISTING PROPOSED TOTAL PRIMARY DRIVEWAY 7,910 SQFT - 160 SQFT 7,750 SQFT PAVED WALKS, PATIOS COURTYARD 527 SQFT - 136 SQFT 391 SQFT POOL DECKING 3,210 SQFT 1,204 SQFT 4,414 SQFT TOTAL FLATWORK 11,647 SQFT 908 SQFT 12,555 SQFT % FLATWORK COVER 5.91 %.46 %6.37 % FLATWORK + STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL FLATWORK + STRUCTURAL 16,911 SQFT 2,663 SQFT 19,574 SQFT % COVER 8.58 %1.35%9.93 % DISTURBED AREA CALCULATION EXISTING PROPOSED TOTAL TOTAL DISTURBED AREA 38,630 SQFT 600 SQFT 39,230 SQFT % DISTURBED AREA 19.60 %0.30%19.91 % GRADING QUANTITY 272 C.Y. SITE AREA CALCULATION PROJECT INFORMATION Project Info - Topic INFORMATION STREET ADDRESS:6 Quail Ridge Rd. N Rolling Hills, CA 90274 NUMBER OF STORIES:1 APN:7569-010-006 LEGAL DESCRIPTION:ROLL1NG H1LLS LOT 107 OCCUPANCY:R-3/U CONSTRUCTION TYPE:V-B ZONING:RA-S-2 MAX. ALLOWABLE HEIGHT: 1-STORY LOT AREA:193,640 SF FIRE ZONE:VHFSZ PROJECT DESCRIPTION: 383 SF ADDITION TO AN EXISTING HOME. CONVERTING AN EXISTING ATTACHED 877 SF GARAGE INTO LIVEABLE AREA. ADDING A NEW ATTACHED 570 SF GARAGE. NEW DETACHED CABANA OF 514 SF. NEW DOORS AND WINDOWS WILL BE PROPOSED WITH A FEW EXISTING OPENINGS TO BE REPLACED LIKE FOR LIKE. THE NEW GARAGE WILL IMPEDE ON THE EXISTING FIRE TRUCK TURNAROUND. THE EXISTING DRIVEWAY PAD WILL BE EXPANDED TO FIT A NEW FIRETRUCK TURNAROUND. APPLICABLE CODES & STANDARDS: 2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIA CODE, 2019 CALIFORNIA MECHANICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA RESIDENTIAL CODE, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE SHEET INDEX PROJECT DIRECTORY 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T.(310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/4/2025 6:44:10 PM COVER SHEET A0.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 6 Quail Ridge Road N. Rolling Hills, CA 90274 SCHIMMEL RESIDENCE CLIENT NAME:MIKE AND TARA SCHIMMEL CONTACT: MIKE SCHIMMEL ADDRESS: 6 QUAIL RIDGE RD N. ROLLING HILLS, CA 90274 PHONE: (310) 600-5107 EMAIL: mikeschimmel@gmail.com ARCHITECT NAME: JOSEPH SPIERER ARCHITECTS, INC. CONTACT: JOE SPIERER ADDRESS: 707 TORRANCE BLVD. SUITE 100 REDONDO BEACH, CA 90277 PHONE: (310) 876-8761 EMAIL: JOE@CALARCHITECT.COM WEBSITE: WWW.CALARCHITECT.COM CIVIL NAME: BOLTON ENGINEERING CORP CONTACT: DAN BOLTON ADDRESS: 25834 NARBONNE AVE #210 LOMITA CA 90717 Lomita CA 90717 PHONE: 310-325-5580 EMAIL: dbolton@boltonengineering.com WEBSITE: https://boltonengineering.com/ VICINITY MAP DEFERRED SUBMITTALS BY OTHERS GENERAL ARCHITECTURAL A0.00 COVER SHEET A0.10 ABBREV., SYMBOLS, LEGENDS A0.11 GENERAL NOTES A0.12 GENERAL NOTES SURVEY S0.00 SURVEY AND TOPOGRAPHY ARCHITECTURAL DEMO AD1.00 SITE DEMO AD2.01 OVERALL FIRST FLOOR DEMOLITION PLAN AD2.02 DEMOLITION PLAN - 1A AD2.03 DEMOLITION PLAN - 1B AD2.04 OVERALL DEMOLITION ROOF PLAN AD2.05 ROOF PLAN DEMOLITION 1A AD2.06 ROOF PLAN DEMOLITION 1B AD3.00 DEMO ELEVATION AD3.01 DEMO ELEVATION ARCHITECTURAL A1.00 SITE PLAN A1.01 PROXIMITY MAP A1.02 EXISTING SITE PHOTOS A1.03 EXISTING SITE PHOTOS A2.00 OVERALL PROPOSED FIRST FLOOR PLAN A2.01 PROPOSED FIRST FLOOR PLAN 1A A2.02 PROPOSED FIRST FLOOR PLAN 1B A2.03 ROOF PLAN A2.04 PROPOSED ROOF PLAN 1A A2.05 PROPOSED ROOF PLAN 1B A3.00 EXTERIOR ELEVATION A3.01 EXTERIOR ELEVATION A3.02 DETACHED CABANA ELEVATIONS A6.00 DOOR SCHEDULE A6.10 WINDOW SCHEDULE CIVIL C0.0 GENERAL NOTES C0.1 TOPOGRAPHIC SURVEY C1.0 OVERALL SITE PLAN LANDSCAPE L1 CONCEPTUAL LANDSCAPE REHABILITATION PLAN 1.SPRINKLERSSTRUCTURAL NAME: CONTACT: ADDRESS: PHONE: EMAIL: WEBSITE: SURVEYOR NAME: DENN ENGINEERS CONTACT: MARK CONRAD ADDRESS: 3914 DEL AMO BOULEVARD STE 921, TORRANCE, CA 90503 PHONE: (310) 542-9433 EMAIL: mail@denn.com WEBSITE: https://www.denn.com/ GEOTECH NAME: HAMILTON AND ASSOCIATES CONTACT: DAVID T. HAMILTON ADDRESS: 1641 BORDER AVENUE, TORRANCE CA 90501 PHONE: 310.618.2190 EMAIL: WEBSITE: https://www.hamilton-associates.net/ TITLE 24 NAME: CONTACT: ADDRESS: PHONE: EMAIL: WEBSITE: PROJECT SITE 2 Planning 03/13/25 3 Planning 04/02/25 ZONING CASE NO. 24-121 3 3 2 4/9/25 4/9/25 35 1 A101 SIM BUILDING / WALL SECTION STRUCTURAL GRID 1 A INTERIOR ELEVATION NUMBER 1 2 A101 1 SIM DETAIL KEY NUMBER SEE A2.01 MATCH LINE - REFER TO INDICATED DWG REFERENCE POINT DIMENSION POINT: FACE OF CONCRETE OR FACE OF STUD U.N.O. CEILING HEIGHT KEYNOTES ROOM FINISH TAG ENLARGED DWG REFERENCE A101 1 SIM 100 DRAWING # SHEET # TYPICAL DWG REFERENCE A1.01 W 24 A2X 101 101 WINDOW TYPE DOOR NUMBER ROOM TAG CEILING FAN KITCHEN FLOOR FINISH BASE TYPE WALL FINISH, UNO F B W EXISTING TO REMAIN EXISTING TO REMOVE NEW REVISION NUMBER2 CLOUD - AREA OF REVISION HEIGHT / ELEVATION SYMBOL9'-0" AFF PRO: 243.51' MAX: 241.53' CRITICAL POINTS C.P. #1 NEW FINISH GRADE EXITING FINISH GRADE (75) 75 TOP OF WALL ELEVATION TW 15.0' TOP OF CURB ELEVATION TC 15.0' 1HR 2HR INTERIOR PARTITION TYPE A = WALL TYPE, VARIES (LETTER WILL VARY) 2 = NOMINAL STUD SIZE (NUMBER WILL VARY) X = 5/8" TYPE 'X' GYP, WHERE OCCURS SYMBOLS WD.1 ROOM MATERIAL TAG LEVEL CHANGE GLAZING MARK ### ### OCCUPANCY LOAD & EXIT PATH OF TRAVEL TOTAL OCCUPANCY LOAD CALCULATED BY ADDING OCCUPANCY LOADS ALONG EXIT PATHWAY OCCUPANCY LOAD TYPE PATH TYPE # OF OCCUPANTS REQUIRED WIDTH PROVIDED WIDTH A.B.ANCHOR BOLT A.C.AIR CONDITIONING A.C.T. ACOUSTIC TILE CEILING A.D.AREA DRAIN ADJ.ADJACENT OR ADJUSTABLE A.F.C.I. ARC FAULT CIRCUIT INTERRUPTER AFF.ABOVE FINISH FLOOR ALT.ALTERNATE AL., ALUM ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECT(URAL) AR.AS REQUIRED BD.BOARD BLDG. BUILDING B/BOTTOM OF BLKG. BLOCKING BM.BEAM B.MK. BENCH MARK B.O.W., B.W. BOTTOM OF WALL B.P.BID PACKAGE CAB.CABINET CB.CATCH BASIN CEM. CEMENT CER.CERAMIC C.I.CAST IRON C.J.CONTROL JOINT C.L.CENTERLINE CLG.CEILING CLR.CLEAR C.M.U. CONCRETE MASONRY UNIT C.O.CLEAN OUT CONC. CONCRETE CONT. CONTINUOUS CPT.CARPET C.T.CERAMIC TILE CTR.CENTER C.W.COLD WATER DIA.DIAMETER DBL.DOUBLE DET.DETAIL DIAG. DIAGONAL DIM DIMENSION DISP. DISPOSAL DIV.DIVISION DN.DOWN DR.DOOR D.S.DOWNSPOUT DTL.DETAIL DWG. DRAWING DWR. DRAWER E.EAST EA.EACH E.G.FOR EXAMPLE E.J.EXPANSION JOINT EL.ELEVATION ELEV. ELEVATOR ELEC. ELECTRICAL ENCL. ENCLOSURE EQ.EQUAL E.T.R. EXISTING TO REMAIN EXH.EXHAUST EXIST. EXISTING EXP.EXPANSION OR EXPOSED EXT.EXTERIOR F.A.FIRE ALARM F.B.O. FURNISHED BY OWNER F.C.FACTORY COATED F.D.FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F.FINISH FACE OR FLOOR FG.FINISH GRADE F.H.C. FIRE HOSE CABINET FIN.FINISH FIXT.FIXTURE F.L. FLOW LINE FLR.FLOOR FLG.FLASHING FLUOR. FLUORESCENT FND FOUNDATION F.O.FACE OF F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FP.FLUOROPOLYMER FPL FIRE PLACE FS.FINISH SURFACE FT. FOOT OR FEET FTG.FOOTING FUR.FURRED (RING) GA.GAUGE GALV. GALVANIZED G.B.GRAB BAR GC.GENERAL CONTRACTOR GEN.GENERAL G.F.I.GROUND FAULT INTERRUPTER GH.GUEST HOUSE G.I.GALVANIZED IRON GL.GLASS OR GLAZED GR.GRADE OR GRADING GYP./GWB GYPSUM WALL BOARD HB.HOSE BIB H.C.HOLLOW CORE HDCP. HANDICAPPED HDR.HEADER H.M.HOLLOW METAL HOR. HORIZONTAL HT.HEIGHT H.W.HOT WATER HWD. HARD WOOD I.D.INSIDE DIAMETER INCL. INCLUDE INSUL. INSULATION INT.INTERIOR JT.JOINT JST.JOIST KIT.KITCHEN LAM.LAMINATED LAV.LAVATORY L.H.LEFT HANDED LT.LIGHT M.H.MAN HOLE MAX.MAXIMUM MBR. MEMBER MECH. MECHANICAL MEMB. MEMBRANE MTL.METAL MFR.MANUFACTURER MIR.MIRROR MIN.MINIMUM MISC. MISCELLANEOUS M.O.MASONRY OPENING MTD.MOUNTED N.NORTH NAT.NATURAL N.I.C. NOT IN CONTRACT NO.NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A.D. OVERFLOW AREA DRAIN O.C.ON CENTER O.D.OUTSIDE DIAMETER OFCI. OWNER FURNISHED/CONTRACTOR INSTALLED OFOI. OWNER FURNISHED/OWNER INSTALLED OHD. OVERHEAD OPG. OPENING OPP.OPPOSITE O.S.OVERFLOW SCUPPER PAR.PARALLEL P.L.PROPERTY LINE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLBG. PLUMGING PT.POINT PTD.PAINTED PERF. PERFORATED PVMT. PAVEMENT PLYWD. PLYWOOD QTY.QUANTITY R.RISER RAD.RADIUS R.D.ROOF DRAIN REF.REFERENCE REFR. REFRIGERATOR REINF. REINFORCED REQD. REQUIRED RES.RESILIENT REV.REVISION OR REVISED RFG.ROOF OR ROOFING R.H.RIGHT HAND RM.ROOM R.O.ROUGH OPENING S.SINK OR SOUTH S.A.W.M. SELF-ADHESIVE WATERPROOF MEMBRANE S.A.D. SEE ARCHITECTURAL DRAWINGS S.C.SOLID CORE S.C.D. SEE CIVIL DRAWINGS S.D.STORM DRAIN SECT. SECTION S.E.D. SEE ELECTRICAL DRAWINGS S.F.SQUARE FOOT SHT.SHEET SHTG. SHEATHING SHWR. SHOWER SIM.SIMILAR S.J.SAW-CUT JOINT S.L.D. SEE LANDSCAPE DRAWINGS S.M.D. SEE MECHANICAL DRAWINGS SPEC. SPECIFICATION SQ.SQUARE S.S.STAINLESS STEEL S.S.D. SEE STRUCTURAL DRAWINGS STD.STANDARD STL.STEEL STRUC. STRUCTURAL SUSP. SUSPENDED SYM.SIMILAR T.TREAD T.C.TOP OF CURB TEL.TELEPHONE T.G., T&G TONGUE AND GROOVE THK.THICK T.I.TENANT IMPROVEMENT T.TREAD T/TOP OF T.O.C. TOP OF CONCRETE T.O.W. TOP OF WALL T.O.P. TOP OF PAVING T.O.PAR. TOP OF PARAPET TYP.TYPICAL TV.TELEVISION UNF.UNFINISHED U.N.O. / U.O.N. UNLESS OTHERWISE NOTED VAR.VARIES V.C.T. VINYL COMPOSITION TILE VENT. VENTILATION VERT. VERTICAL V.I.F.VERIFY IN FIELD VIN.B. VINYL BASE W.WEST OR WIDTH W/WITH W.C.WATER CLOSET WD.WOOD W.H.V.E.F. WHOLE HOUSE VENTILATION EXHAUST FAN W/O WITHOUT W.I.WROUGHT IRON W.I.C. WALK IN CLOSET WM WALL MOUNT WNDW WINDOW W.P. / WP WATERPROOF(ING) WSCT WAINSCOT &AND <ANGLE @ AT CL CENTERLINE [CHANNEL O DIAMETER OR ROUND P PROPERTY LINE #NUMBER OR POUND (E)EXISTING (T)TEMPORARY (N)NEW ABBREVIATIONS 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T.(310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:51 PM ABBREV., SYMBOLS, LEGENDS A0.106 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 36 GENERAL ARCHITECTURAL NOTES APPLICABLE CODES Work that is not in compliance with the applicable codes and inspections shall be corrected at general contractor's own expense and at no expense to the owner. Contract work shall compy with the following codes: • 2016 California Building Code • 2016 California Residential Code (where applicable) • 2016 California Electrcial Code • 2016 California Mechanical Code • 2016 California Plumbing Code • 2016 California Energy Code • 2016 California Fire Code • 2016 California Green Building Standards Code GENERAL REQUIREMENTS The general contractor shall provide and install all material required to complete the construction of the project in accordance with the terms and conditions of the owner / contractor agreements and in conformance with the governing codes and ordinances having jurisdiction over the project. The Contractor shall coordinate the work of the various trades as required. GENERAL NOTES 1. Report discrepancies in drawings or specifications to the architect for clarifications and adjustments before commencing work. Any deviations or changes in these drawings without written acceptance shall absolve the owner and architect of all responsibility of said deviation and change. 2. Consultant work that is not a part of these contract documents has not been coordinated by the architect. Contractor shall notify the architect of any discrepancies that prevent execution of the work covered by these documents. 3. For work installed in conflict with the construction documents, the contractor shall be responsible for corrections of work at his own expense. 4. All construction shown as 'existing' has been redrawn from documents prepared by others. For additional information regarding the base building construction refer to the appropriate plans and specifications. Any discrepancies between these documents and those for the base building must be brought to the attention of the architect for resolution. 5. All interior wall and ceiling finishes shall comply with chapter 8 of the 2016 California building code. 6. Electrical, telephone and communications outlets and/or furniture partition connections shall be provided as indicated on the plans 7. The proposed sewer lateral line location to be field verified. If survey video footage documentation is required at the connection of the proposed sewer lateral line is required per public works and shall be coordinated as req'd. 8. Where contractor furnished, contractor installed (C.F.C.I.), the contractor shall supply and install, including provide & install rough plumbing and the final hook-up, all new fixtures and appliances. Architect to approve aesthetic effect where minimum additional partition thickness for furring and plumbing walls is required to support fixture. 9. The contractor shall check and verify size and location of duct openings and plumbing runs with mechanical contractor before framing wall and ceiling. Duct openings in fire rated walls shall have approved fire dampers. Seal between duct and wall / ceiling penetrations. 10. The contractor shall coordinate with the architect, the location of access panels for mechanical duct work, plumbing, and electrical work as required by code. The contractor shall provide and install access panels according to plans, or shall be required to obtain architect's approval prior to installation. Access panels shall be finished to match adjacent surfaces (U.O.N.) and shall meet all security, sound, and fire rating requirements per the adjacent wall / ceiling construction. 11. The contractor shall provide and install all necessary blocking, stiffeners, bracing, framing, hangers, or other support for all fixtures, equipment, cabinetry, furnishing and other items requiring the same. 12. Building shall not be occupied during work where: A. The building strength is substantially weakened during any work; B. Required exits are not available or are obstructed; C. Required fire safety devices such as standpipes and alarm systems are not operational. 13. Contractor to provide temporary site toilets in sufficient numbers to service all workers and staff onsite. 14. Conduit from roof to electric service panel will be installed to accommodate future solar installation. 15. The general contractor shall provide mechanical and electrical layouts and cut sheets for materials that impact finish design appearance, for architect's review. 16. Contractor shall inspect subfloor to ensure it is level and free of dips, dimples and joints that would show through on finish installation. The general contractor shall notify owner if there are problems prior to commencement of new construction. 17. All grades and drainage to be field verified. 18. Coordinate partition framing with required structural, mechanical, plumbing, and electrical equipement or work. EXISTING WORK 19. The contractor shall verify existing conditions and dimensions at the project site prior to bid submittal and start of construction. Contractor shall notify the architect of any discrepancies that prevent execution of the work covered by these documents. 20. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 21. Protect existing plants to remain. Avoid unnecessary root disturbance, compaction of soils within drip line, or limb breakage. Do not store material or dispose of any material other than clean water within drip line. Provide adequate irrigation during construction. Replace any tree or shrub damaged during construction with plants of equal size and value at no additional cost to the client. 22. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 23. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 24. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. LANDSCAPE 25. Existing walls and surfaces to remain, if damaged, shall be repaired and refinished to match adjacent quality level and type. 26. Finished grade (fg) is defined as soil level prior to mulch application. finish grade at planting areas shall be set so that top of mulch is flush with adjacent paving unless otherwise noted. 27. Landscape grading shall not exceed a 2:1 slope, see civil 28. In all areas where asphalt or concrete paving is to be removed and replaced with new planting, remove all existing aggregate base, gravel, etc. Leave only native soil or existing clean fill. 29. Any irrigation system installed shall utilize low water-use fixtures such as drip and microspray. SOUND 30. Sound rated walls shall acoustically seal walls top and bottom and at any other wall penetrations for pipes, ducts, etc. 31. Sound rated ceilings shall cover back concealed or recessed fixtures with a sound attenuation blanket. FIRE 32. All insulation shall be noncombustible. 33. Fire resistant construction requirements for occupancy separation and openings in fire separation partitions shall conform with the applicable codes. 34. Fire-resistance rated Class A roof covering assemblies. All roof covering systems shall be a fire-resistance rated Class A roof assembly as defined in [BC 1505]. Roof covering systems for this project shall be tested and listed assemblies in compliance with ASTM E 108 or UL 790. 35. Provide 5/8" type 'X' gypsum board at all fire-rated partitions. 36. Contractor will provide certification that roofing materials meet Class A fire retardant requirements. CONSTRUCTION DOCUMENT NOTES 1. Dimensions indicated on plans for horizontal control are accurate if measured on a level line not parallel with ground slope. 2. 5/8" type 'X' gypsum board partitions denoted by 'X' on wall type tags. 3. "Typical" or "typ" means identical for all similar conditions, unless otherwise noted. "Similar" or "sim" means comparable characteristics to the elevation or detail noted. Verify dimensions and orientation of the plan. 4. Plan dimensions on drawings are shown to the center lines of columns and to the center of studs in partition walls U.N.O. 5. Height dimensions are measured from the top of the slab, unless noted "A.F.F." (above finish floor) to the top plate heights. Dimensions are not adjustable without review of the architect. 6. All grades refer to finish paving grades unless otherwise noted. 7. If, in the contractor's opinion, any work shown on drawings or called for in specifications represents conditions preventing execution of a high caliber of workmanship, then such conditions shall be referred to architect for clarification. Failure to notify Architect of such conditions and proceeding with work shall be cause for rejection of work and must be reworked or reinstalled in an acceptable manner at no extra cost to Owner. Should conflict occur between drawings and specifications, it shall be assumed that the Contractor estimated the more expensive way, unless contractor, shall be paid for by the contractor responsible for the work in progress or the negligence. MATERIALS AND FINISHES On continuous wall surfaces, where construction involves more than one material, finish, or material thickness, align face of finish U.N.O. Installation shall be completed by an installer licensed and skilled in their trade. 1. The general contractor shall provide and install materials as required for 'fire protection' compliance. 2. Material and equipment shall be new and of a type intended for usage indicated. Like components shall be by one manufacturer and component parts shall be interchangeable. 3. Contractor shall comply with industry standards for workmanship except when more stringent tolerances are required. 4. Contractor shall assure that all work is performed by persons qualified to produce workmanship of the specified materials and scope of work. 5. Contractor shall secure all products in place with positive anchorage devices designed and sized to withstand stress, vibration, and racking. 6. Contractor shall transport, handle, store, protect and install manufactured items in strict accordance with manufacturers' recommendations. Should conflict exist between construction documents and manufacturers' instructions, contractor shall consult with Architect. 7. Contractor shall protect products and finishes from damage during construction operations. STORAGE AND PROTECTION 8. The general contractor shall provide protection during construction in accordance with the applicable Code by means including, but not limited too, those described in this section. 9. Determine and comply with manufacturer's recommendation on product handling storage and protection, except as otherwise approved by architect 1. Deliver products to job site in their manufacturer's original container, with labels intact and legible. 2. Identification of the material / equipement shall be legible on or readable through the front cover. 3. Promptly remove damaged material and unsuitable items from job site and replace material to meet specified requirements at no additional cost to Owner. 4. Architect may reject all materials and products that do not bear identification satisfactory to architect for manufacturer, grade, quality, and other pertinent information. 5. Material and products damaged or stolen while in the possession of Contractor or Sub- Contractors shall be promptly replaced or repaired to the satisfaction of the Architect at no additional cost to the Owner. 6. When material is stored at the job site, position allowing easy access for proper inspection and identification of each shipment. 7. Storage location shall not interfere with ongoing deliveries and construction progress. 8. Contractor to reposition stored materials / equipement at no additional expense to Owner. 9. Take measures to prevent theft of materials. WOOD & PLASTICS 10. All work shall be manufactured and installed in accordance with the standard established in the latest edition of the Manual for Millwork (including any amendments) as adopted by the Woodwork Institute of California in the WIC grades hereinafter specified or shown on the drawings.All work shall be manufactured and installed in accordance with the standard established in the latest edition of the Manual for Millwork (including any amendments) as adopted by the Woodwork Institute of California in the WIC grades hereinafter specified or shown on the drawings. 11. All cabinetry to be constructed, finished and installed in accordance with the standards of the woodworking institute of California. The general contractor shall submit shop drawings and samples for review, and shall be approved in writing before commencement of related work. THERMAL & MOISTURE PROTECTION 12. All waterproofing membranes shall be applied in accordance with manufacturer's written instructions. 13. All fixed windows shall be sealed to limit air infiltration. 14. All exterior joints around window and door frames,between walls and foundations, between walls and roof, between wall panels, at penetration of utilities through the envelope, shall be sealed caulked, or weatherstripped to limit air leakage. 15. Substrates must be smooth, clean, dry and free of voids, spalled areas, loose substrate, loose nails or any sharp protrusions that may compromise the application of the membrane. 16. Remove dirt, debris, oil, grease, cement laitance, or other foreign matter which will impair or negatively affect the performance of the waterproofing system. 17. Mechanically fasten the waterproofing membrane at all vertical terminations. Use only smooth shank fasteners, or terminate as indicated by manufacturer. 18. Protect adjoining surfaces, which are not to be waterproofed, from damage while performing work. 17. All areas to receive waterproofing membrane shall be protected from damage during application until finished work is approved or accepted. 18. Flashing, where req'd, shall be of high quality and low corrosive metal material. 19. All roof felt shall be 30# minimum. Flat roofs shall have (2) layers of felt underlayment. 20. Specified roof covering assemblies shall comply with all requirements of [BC 704A]; weather protection requirements of [BC 1503]; performance requirements of [BC 1504]; fire classification requirements of [BC 1505]; material requirements of [BC 1506]; and construction requirements of [BC 1507]; and storm water drainage requirements of [PC Ch. 11]. 21. All exterior walls shall be wrapped with (2) layers of Dupont TYVEK HOMEWRAP (or approved equal) over plywood sheathing. BATT INSULATION 22. All batt insulation shall be sound attenuation batt insulation as noted on the drawings and as manufactured by Owens-Corning, John Mansville, or equal. 23. Install insulation in conformance with manufacturers instructions for acoustical application: fit tightly around junction boxes, pipes, irregularities, etc… 24. See Title 24 for additional project specific requirements. SEALANTS 25. Apply sealant compound to a clean, dry surface free from grease, oil dirt and other matter tending to impair adhesion. 26. Clean and prime in accordance with manufacturers instructions. 27. Protect adjacent surfaces from staining. 28. General building application: DAP "230" sealant, latex sealing compound conforming to federal specification TT-S-00230C. 29. Provide acoustical sealant to the top and bottom plate of all new partitions. METALS 30. Furnish materials and perform labor required to execute the work as indicated on the structural drawings. 31. Welding to be done by welders certified by the building department conforming to the methods described in the latest edition of the AWS standards. 32. If structural steel is utilized, the fabricator shall provide shop drawings for the Structural Engineer and Architect's review before fabrication. 33. Installation shall be completed by an installer licensed and skilled in their trade. 34. Except as otherwise shown on drawings or approved shop drawings, use materials of size, thickness, and type required to produce reasonable strength and durability of work in this section. 35. Fabricate with accurate angles and surfaces true to required lines and level grinding exposed connections with hairline joints, and using concealed fasteners wherever possible. 36. Form metal accurately to dimensions and shapes required, finishing molded and broken surfaces with true, sharp, straight lines and angles and, where intercepting other members, coping to an accurate fit. All exposed joints to be heliarc welded and ground smooth to final finish of metal. 37. Form, fabricate and install metal so as to accurately provide for expansion and contraction in the finished work. 38. Set work accurately into position; plumb, level, and true. 39. Metal specifications shall be coordinated with adjacent materials to limit galvanic action and corrosion. GLASS 40. Hazardous safety glazing areas requiring tempered glass for impact are: A. Glass in any door B. Glass in any kind of shower, bathtub area, hot tub, steam room, sauna or whirlpool area where the bottom edge of the glass is less than 60 inches above a standing surface and drain outlet C. Glass in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24”arc of either vertical edge of the door in a closed position and where the bottom edge of the glazing is less than 60”above a walking surface D. Glass in fixed or operable panels that meets all of the following conditions: a. Bottom edge is less than 18”above floor b. Top edge is greater than 36”above floor c. Total area of glass is greater than 9 sq. ft. (1296 sq.in.) d. One or more walking surfaces within 36”horizontally of the glazing E. Glass in walls used as a barrier for indoor or outdoor swimming pools or spas when both of the following exist: a. The bottom edge of the glazing is less than 60”above a pool side of the glazing b. The glazing is within 5 feet of a swimming pool or spa deck area Glass in walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60”above a walking surface 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:51 PM GENERAL NOTES A0.116 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 37 GENERAL CONSTRUCTION NOTES INSURANCE THE GENERAL CONTRACTOR AND SUBCONTRACTOR(S) SHALL PURCHASE AND MAINTAIN CERTIFICATE OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY AND SECURITY PRECAUTIONS IN CONNECTION WITH THE WORK. The Owner shall provide and pay for builder's risk insurance. Coverage shall include, but not be limited to perils of fire, lightning, flood, windstorm, hurricane, hail, explosion, riot, civil commotion, smoke, aircraft, land vehicles, vandalism, and malicious mischief, etc., in the amount equal to 100% of the contract sum (but not including excavation, filling, grading, demolition, foundations, and other non-insurable items). Such coverage to be issued in name of the contractor and owner, as their interest may appear. The Contractor shall procure, pay for, and maintain at all times during the prosecution of the work under the contract, various forms of insurance with carriers acceptable to the owner. All insurance policies shall have the architect, design consultants, the owner, and their employees as additional insureds. Contractor shall furnish insurance policies to owner prior to commencement of work. The following forms of insurance shall be provided: A. Statutory compensation and employer's liability insurance. B. Liability coverage . C. Contractor's bodily liability insurance and contractor property damage liability insurance. D. Contractor's protective bodily injury insurance and protective property damage liability insurance. E. Automobile bodily injury liability and automobile property damage liability insurance. CONTRACT & SCHEDULE NOTES / ADMINISTRATIVE NOTES 1. Contractor shall coordinate with owner and other contractors performing work under separate contracts to ensure project progress according to schedule. 2. The drawings and specifications constitute only a part of the contract documents as identified in the owner / contractor agreement. The contractor is also responsible for requirements set forth in the other instruments of the owner / contractor agreement. Discrepancies in the documents shall be reported to the architect at once for resolution. 3. In agreeing to terms and conditions of contract, contractor has accepted responsibility to verify that specified products will be available and to place orders for all required materials 4. Upon award of the contract, the general contractor shall prepare and submit to the architect a construction progress schedule. the construction schedule shall be continuously updated and posted at the job site at all times. 5. Contractor shall provide to the owner one set of reproducible as-builts for architectural, mechanical and electrical work. Additional site work, security systems, control systems and communications systems work performed by the contractor(s) shall also be documented in as-built drawings to be submitted to the owner. As-built drawings to be computer-based documents provided on compact disk. 6. Contractor shall provide warranties and manuals for all equipment and products installed on the project where supplied by the manufacturer. 7. The contractor will secure the necessary permits and will erect the necessary barriers, protection fences and/or canopies along public ways prior to starting construction 8. Contractor to obtain curb cut permits as required. 9. The contractor shall apply for and obtain, at the contractor's sole expense, all necessary construction permits required by applicable building codes and City agencies and State agencies. 10. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. 11. The contractor is responsible for any and all overtime costs unless otherwise agreed upon in writing. 12. Subject to inspectors' approval, the owner reserves the right to occupy the premises at any time before completion. Such occupancy shall not constitute the final acceptance of all or any part of the Work per the contract. 13. Owner shall pay monthly service bill for water, gas & electricity required for duration of construction. Contractor shall pay for the telephone service for job trailer(s), any temp. power or water lines, and for removal of construction debris and trash. SAFETY 14. The contractor and all sub-contractors and suppliers, are to fully comply with all local, state and federal safety requirements, (including but not limited to) California Occupational Safety and Health and the California Labor Commission. 15. A first aid kit shall be on the site at all times. PRODUCT OPTIONS & SUBSTITUTIONS Contract is based on the high standards of quality established in contract documents. 1. Substitution, revisions and / or changes must have prior approval by the architect. 2. Contractor shall provide specified products. 3. Contractor shall inform Architect in writing, at the time of submission, of any proposed deviations from the contract documents. 4. Neither the Owner nor Architect has agreed to substitution of materials specifified in the contract documents, except as maybe specifically otherwise stated in writing. 5. Contractor is required to provided specified material where materials are specified by naming one single manufacturer and / or model number. Materials proposed by the Contractor to be used, in lieu of materials specified with "or equal," shall in all ways be equal or exceed the qualities of the named materials and shall be approved by the architect. 6. Should Contractor demonstrate (to approval of Architect) that a specified material was ordered in a timely manner and will not be available in time for incorporation into this work, then Contractor shall submit to Architect such data on proposed substitute materials and/or methods as are needed to assist Architect in determining suitability of proposed substitution. 7. Substitutions will be considered if: A. Contractor has submitted substitution to architect in writing. B. Contractor has indicated (in writing) cost, time or other benefits for substitution. C. Architect shall be the judge of acceptability and reserves the right to reject proposed substitution. 8. The following products do not require further approval except for interface within work: A. Products specified by reference to standard specifications, such as national testing agencies and similar standards. B. Products specified by manufacturer's name and catalog number. C. Where phrase “or equal”or “or equal as approved by Architect”occurs in contract, do not assume that materials, equipment will be approved as equal unless item has been specifically approved by Architect. D. Decision of Owner and / or Architect shall be final. 9. The general contractor shall make shop drawings and sample submittals in accordance with AIA general conditions A201 and the requirements of the construction drawing and specifications. MARKED-UP DRAWINGS / RECORD DRAWINGS 1. During the execution of the work, contractor shall maintain a complete set of contract drawings in the job office, upon which set he is required to note in red, or other clear manner, all deviations from the contract documents (both authorized and unauthorized). Marked-up drawings prepared from this job set are a part of the project close-out documents. 2. Submittal by contractor represents that field measurements, field construction criteria, materials, catalog numbers and similar data have been reviewed and verified by Contractor, and that each has been checked and coordinated with requirements of Contract Documents. 3. Architects review of submittals shall be for design concept only and shall not be construed as approving departures from Contract documents. 4. Architect shall respond promply to RFI's and Submittals. SITE ACCESS & PROTECTION 1. The property gates are to be closed and locked at the end of each workday. 2. The contractor shall maintain the premises clean and free of all trash and debris and shall protect all work from damage, soiling, paint overspray, etc. All fixtures, equipment, glazing, floor, etc. shall be left clean and ready for occupancy (including existing storefront glazing and mullions, both interior and exterior space frame.) 3. Contractor shall be responsible to final clean the space 4. Contractor shall make arrangements with the owner/property manager for parking access, security access, material storage and waste dumpster location on the construction site 5. The Contractor shall keep the premises free from accumulation of waste materials or rubbish caused by his employees and subcontractors. At the completion of the work, the subcontractors shall remove from building and site all rubbish, tools, and surplus materials and leave the work swept broom clean. MANUALS Where manuals (such as HVAC equipment) are required to be submitted covering items including work, recommended maintenance, etc., provide manuals in durable binders, approximately 8-1/2” by 11”in size, and provide the following information: 1. Identification on, or readable through, front cover, stating general nature of manual. 2. Neatly typewritten index at front of manual, furnishing immediate information as to location in manual of data or equipment involved, name, address and phone number of subcontractor. 3. Complete instructions regarding operation and maintenance of equipment involved. 4. Complete nomenclature or replaceable parts, their part numbers, current cost, and name, address and phone number of nearest vendor of parts. 5. Copy of all guarantees and warranties issued. 6. Copy of approved shop drawings with data concerning changes made during construction. Extraneous Data: Where contents of manual include manufacturers catalog pages, clearly indicate precise items included in this installation and delete, or otherwise clearly indicate, manufacturer's data with which this installation is not concerned. Architect will retain one copy and return one (1) copy to the Contractor and one to the Owner. CONTRACT CLOSE OUT 1. Contractor shall provide documentation (notice of substantial completion) stating the work has been substantially completed. 2. Contractor shall provide list of items to be completed to Architect. 3. Architect will review list of items to be completed and will supplement the list of items considered to be incomplete or unacceptable. 4. At completion of work, and prior to owner move-in, Contractor shall employ skilled workmen for final cleaning; including glass, glossy surfaces, floors and finishes, including paint touch- up as required. 5. Contractor shall provide project record documents, material and finish data, operation and instruction manuals, maintenance of equipement and systems, warranties (including coverage dates), and bonds at project completion. Submit records to owner bound in 8-1/2" x 11" three-ring binders with durable plastic covers. 6. Contractor shall submit (marked-up) record drawings to Owner. 7. Contractor shall provide evidence of payments and release of liens to Owner. 8. Contractor shall obtain certificate of occupancy and provide to Owner. 9. Contractor shall provide final certificate for payment to Owner.707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:52 PM GENERAL NOTES A0.126 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 38 N 18°51'45"E100.00'N 19°27'00"W191.29'N 11°57'50"W248.60'N 16°26'59"W217.91'N 86 °00 '00 "E325.09 ' L=242.43' R=200.00'N 24°33'00"W25.00'N 49°47'50"W752.76'QUAIL RIDGE ROAD NO R T H50'25'25'1074.931074.761130.721130.481130.011128.631127.891128.921128.941127.14 INLET1127.09 INLET1 1 2 7 . 5 7 1 1 2 7 . 6 01127.281126.731122.861128.181127.641127.88 TC1128.81 TC1128.521130.271119.18 FL1119.31 FL1109.63 FL1109.73 FL1104.651100.511 1 0 5 . 1 8 1093.7418"PEPPER20"TREE1 1 0 1 . 8 6 20"TREE1101.7820"TREE1105.4720"TREE1109.2620"TREE1112.511110.1120"TREE1116.5120"TREE1119.1620"TREE1123.281116.091113.731121.1324"TREE24"TREE36"TREEPPGWGW18"TREE1130.291134.511135.171143.8515"TREE 1148.5024"TREE 1152.961153.061159.931162.851165.081162.85PP24"PINE1150.54GW1090.56 RIDGE1075.631075.671075.541075.531075.631075.561 0 7 5 . 6 21075.571075.671075.731075.581075.731075.731076.32 TC1075.89 FL1075.781075.67GM1075.411077.061077.221 0 7 5 . 4 51076.651075.64 GFF1075.551075.471075.431074.871074.901074.831 0 7 4 . 7 11074.441074.621075.171075.46 FL1076.06 FL1076.66 TC1075.381078.97 FL1080.02 TW1078.30 TC1077.86 FL1085.27 TC1084.83 FL1 0 8 4 . 4 4 F L1086.32 TW1095.19 TW1093.45 FL1 0 9 3 . 3 0 F L 1102.80 FL1 1 0 2 . 5 2 F L1104.19 TW1106.6112"TREE1108.281103.521091.191085.161080.031 1 0 0 . 3 5 1 1 2 0 . 8 8 15"PINE15"PINE15"PINE15"PINE15"PINE15"PINE15"PINE15"PINE15"PINE10"PINE36"PINE24"PINE1 1 2 2 . 5 01073.191048.691074.011074.921 0 7 5 . 1 61075.401075.281 0 9 1 . 3 7 R I D G E1090.62 RIDGE1075.321075.161075.471 0 7 5 . 4 1 1075.401075.541075.571075.551075.771075.631075.831075.851075.771076.15 FF1075.931075.821075.821075.691075.591075.541075.461075.321075.381075.561075.771075.731075.361075.331076.051078.421079.19 TW1081.7115"TREE1080.138"TREE1076.511 0 7 4 . 7 61073.981071.741071.936"TREE1074.811075.131074.481074.751073.971073.221074.181074.94 TP NAIL1075.601 0 7 5 . 6 11075.701076.23 FF1075.641075.651075.651075.521075.511076.961 0 7 5 . 6 4 1075.791075.71MH1 0 7 5 . 6 3 10"TREE1076.051078.321079.151075.761079.23 TW1075.411084.951 0 9 3 . 6 5 1130.001159.791162.321067.861067.481078.83PP1074.521074.481073.711 0 7 3 . 1 6 1 0 7 2 . 3 71071.651071.201070.661069.761073.201073.441073.651073.781074.111074.401074.781072.951072.87STUMP1072.961071.261071.591072.891073.301072.641072.081073.211071.901 0 6 8 . 8 61063.131 0 6 3 . 5 1 1112.061092.711080.691077.001049.251049.951047.261044.611 0 4 3 . 0 4 1041.161037.091028.311032.451033.081 0 3 2 . 2 5 1031.781032.171034.481036.211033.981035.671034.181045.011043.111034.021034.471034.041037.631046.391046.271051.971053.301051.771050.541051.191058.351058.061060.141069.471130.19 X X X X X X X X X X1099.66 X X X X XSOLAR PANELNOTE:A TITLE POLICY WAS NOT PROVIDED TO DENN ENGINEERS AT THE TIME OF THIS SURVEY. THEREFORE, DENN ENGINEERS DOESNOT GUARANTEE THE LEGAL DESCRIPTION OF THIS PROPERTY SURVEYED NOR DOES IT REFLECT OR DELINEATE ANYEASEMENTS THAT MAY BE ON SAID PROPERTY.ANY CHANGES OR MODIFICATIONS MADE TO THIS PLAN WITHOUT WRITTENCONSENT OF DENN ENGINEERS SHALL RELIEVE DENN ENGINEERS FROM ANYLIABILITY OR DAMAGE RESULTING FROM SUCH CHANGES ORMODIFICATIONS, INCLUDING ANY ATTORNEYS FEES OR COSTS INCURRED INANY PROCEEDING THAT DENN ENGINEERS MAY BE JOINED.THE NOTATION ON THE PLANS FOR OFFSET DISTANCES. IF THERE ARE ANY QUESTIONS, PLEASE DO NOT HESITATE TO CONTACT DENN ENGINEERS FOR CLARIFICATION AT :(310) 542-9433, M-F 8:00 AM TO 5:00 PM. CONCRETEBRICK106.76EXISTING ELEVATIONBLOCK WALLLEGEND100EXISTING CONTOURFIRE HYDRANTGARAGE FINISH FLOORLEAD AND TAGTOP OF CURBFLOW LINETOP OF WALL / T.O.W.TOP OF DRIVEWAY APRONBEGINNING OF CURB RETURNSPIKEFOUNDWESTERLYPROPERTY CORNER / PROP. CORNERFHGFFL&TTCFLTWTXBCRSPKFDW'LYPCXEXISTING FENCENORTHERLYN'LYSPIKE AND WASHERS&WPOWER POLEPPGUY WIREGWSTKSTAKEPROPERTY LINE / PROP. LINEPL, P/LE'LYEASTERLYMHMANHOLESOUTHERLYS'LYWATER METERWMNOTE: ALL SETBACK DIMENSIONS SHOWN ARE MEASURED TO EXTERIOR SURFACE OF BUILDINGS UNLESS OTHERWISE NOTED.BOUNDARY MONUMENTS ARE NOT NECESSARILY SET ON PROPERTY CORNERS. PLEASE REFER TO GAS METERGMSSMHSANITARY SEWER MANHOLESTREET LIGHTSTLTC/LCENTERLINEFINISH FLOORFFEMELECTRIC METERSSCOSANITARY SEWER CLEAN OUTEXISTING BUILDINGWOOD DECKFENCEFEC.L.F.CHAIN-LINKPARAPETPPTTHIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME ORUNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTSOF PROFESSIONAL LAND SURVEYORS' ACTR.C.E. 30826GARY J. ROEHL3914 DEL AMO BLVD, SUITE 921TORRANCE, CA 90503 (310) 542-9433ENGINEERSJOB ADDRESSLEGAL DESCRIPTIONFORDRAWN BYCHECK BYSHEET 1 OF 1DRAWN ONREVISIONSCOPYRIGHTJOB NO.4 QUAIL RIDGE ROAD NORTHROLLING HILLS, CA 90274LOT 107,ROLLING HILLS,M.B. 201-29-35,APN 7569-010-006TARA & MIKE SCHIMMEL4 QUAIL RIDGE ROAD NORTHROLLING HILLS, CA 90274 PHONE 310-600-5107SURVEY ANDTOPOGRAPHYKWTSSCALE 1" = 20'JULY 12, 2021REVISIONS21-288NORTH N 18°51'45"E 100.00'N 19°27'00"W191.29'MATCH LINE (SEE ABOVE)MATCH LINE (SEE BELOW)EXISTING RESIDENCESHEDPOOLCONC.CONC.C.B.A.C. PAVEMENTA.C. PAVEMENTCONC. X X X X X X X X X X X X X9909951000100510101015102010251030 10351040 1045 105 0 105 5 106 0 106 5 107 0 1 0 7 5 108 0 1085 1090 1095 1100 1105 1110 1 1 1 5 1 1 2 0 1 1 2 5109010851080107510151020102510301035104010451050105510601065107010801085109010951100 1105 1110 1115 1120 1125 1130 1135 1140 1145 1150 115510301035104010451050105510601065107010751080108510901095 11351130965970975980985990995100010051010 1 0 1 5 SET REBAR W/CAP RCE 30826ON PROPERTY LINETAG ELEV.=1101.81'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1110.15'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1074.37'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1057.63'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1042.05'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1031.41'FOUND REBAR/CAP LS 895825.00' N'LY OF CORNERON PROPERTY LINETAG ELEV.=973.09'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=993.18'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1005.97'1160FOUND MAG S&W LS 8958ON PROP. CORNERTAG ELEV.=1128.82'SET MAG S&W RCE 30826ON PROP. CORNERTAG ELEV.=1162.94'N 13°13'00"W140.53'TO B.C.EDGE OF PAVEMENT X X X X X X XPOOL PUMPS 39 1 0 5 5 1 0 6 0 1 0 6 5 1 0 7 0 1 0 7 5 1 0 8 0 1085109010951100110511101 1 1 5 1 1 2 0 1 1 2 5107510401045105010551060107010801085 10901095110011051110111510651135 1130 EDGE OF PAVEMENT526 527 528 1110.15 529 1128.82 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544545 546 547 548 549 551 552 554 555 556 557 558 1098.43 559 560 561 562 563 564 565 566 567 568 569 570 571 1126.05 572 1124.74 573 1127.05 574 1129.73 575 1128.70 576 1131.43 577 1129.32 578 579 580 595 596 1075.52 597 598 1075.63 599 600 1075.52 601 602 1075.56 603 604 1075.62 605 606 1075.67 607 608 1075.61609 610 1075.57 611 612 1075.74613 614 615616 617618 619 620 621 1075.62 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639640 641 642 643 648 649 650 654 655 656 657658 659 660 661 662 663 665 1111.08 666 1109.40 667 1108.66 668 1106.97 669 1109.02 670 1112.85 671 1113.21 672 1117.75 673 1114.72 674 1112.87 675 1110.60 676 1110.98 677 678 680 681 682 688 690 691 692 693 694 695 696 705 706 708 709 712 714 715 716 717 718 719 720 721 722 723 724 725 1074.42 726 727 728 731 732 734 735 1075.61 736 737 738739 1075.82 1075.93 741 742 743 744 745 746 747 748 749 750 751 752 753 1076.10 754 755 756 757 758 759 760 761 800 807 1074.37 808 1057.63 816 817 818 819 1082.82 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 1072.76 839 1072.48 840 1071.66 841 842 843 844 845 846 847 848 849 856 857 858 876 877 886 887 888 889 892 893 894 895 896 897 899 900 901 902 909 1 0 7 4 .9 3 1 0 7 4 .7 6 1130.72 1 1 3 0 .4 8 1 1 3 0 .0 1 1 1 2 8 .6 31127.891 1 2 8 .9 2 1128.941 1 2 7 .1 4 I N L E T1127.09 INLET1 1 2 7 .5 7 1 1 2 7 .6 011 27.281 1 2 6 .7 3 1 1 2 2 .8 6 1128.181127.641 1 2 8 .5 2 1 1 3 0 .2 7 1 1 0 4 .6 5 1 1 0 0 .5 1 1 1 0 5 .1 8 1 0 9 3 .7 4 18"PEPPER 20"TREE 1 1 0 1 .8 6 20"TREE 1 1 0 1 .7 8 20"TREE 1 1 0 5 .4 7 20"TREE 1 1 0 9 .2 6 20"TREE 1 1 1 2 .5 1 1 1 1 0 .1 1 20"TREE 1 1 1 6 .5 1 20"TREE 1 1 1 9 .1 6 20"TREE 1 1 2 3 .2 8 1 1 1 6 .0 9 1 1 1 3 .7 3 1 1 2 1 .1 3 24"TREE 24"TREE 36"TREE PP G W G W 18"TREE 1130.291134.511 1 3 5 .1 7 1 0 7 5 .6 3 1075.67 1 0 7 5 .5 4 1 0 7 5 .5 3 1 0 7 5 .6 3 1 0 7 5 .5 6 1 0 7 5 .6 2 1 0 7 5 .5 7 1 0 7 5 .6 71075.7 3 1075.58 1 0 7 5 .7 3 1075.73 1076.32 TC1 0 7 5 .8 9 F L 1 0 7 5 .7 8 1 0 7 5 .6 7 GM 1075.411077.061077.221 0 7 5 .4 5 1076.651075.551 0 7 5 .4 71075.4 3 1 0 7 4 .8 7 1 0 7 4 .9 0 1 0 7 4 .8 3 1 0 7 4 .7 1 1 0 7 4 .4 4 1 0 7 4 .6 2 1 0 7 5 .1 7 1075.46 FL 1076.06 FL 1076.66 TC1 0 7 5 .3 8 1080.02 TW1086.32 TW1095.19 TW1104.19 TW1106.6112"TREE 1 1 0 8 .2 81103.5 2 1 0 9 1 .1 9 1 0 8 5 .1 6 1 0 8 0 .0 3 1 1 0 0 .3 5 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 15"PINE 10"PINE 36"PINE 24"PINE 1 1 2 2 .5 0 1 0 7 3 .1 9 1 0 7 4 .0 1 1 0 7 4 .9 2 1 0 7 5 .1 6 1075.401 0 7 5 .1 6 1 0 7 5 .4 1 1 0 7 5 .4 0 1 0 7 5 .5 5 1075.77 1075.63 1 0 7 5 .6 9 1 0 7 5 .5 9 1 0 7 5 .5 4 1 0 7 5 .3 2 1 0 7 5 .3 8 1075.73 1 0 7 5 .3 61075.3 3 1 0 7 6 .0 5 1078.42 1 0 7 9 .1 9 T W 1 0 8 1 .7 1 15"TREE 1 0 8 0 .1 3 8"TREE 1 0 7 6 .5 1 1 0 7 4 .7 6 1 0 7 3 .9 81071.741071.936"TREE 1 0 7 4 .8 1 1 0 7 5 .1 3 1 0 7 4 .4 8 1 0 7 4 .7 5 1 0 7 3 .9 7 1 0 7 3 .2 2 1 0 7 4 .1 8 1 0 7 4 .9 4 T P N A I L 1 0 7 5 .6 0 1 0 7 5 .6 1 1 0 7 5 .7 0 1075.64 1075.65 1 0 7 5 .6 5 1075.52 1075.51 1076.961 0 7 5 .6 4 1075.791 0 7 5 .7 1 M H 1 0 7 5 .6 3 10"TREE 1076.051 0 7 8 .3 2 1 0 7 9 .1 5 1 0 7 5 .7 6 1 0 7 9 .2 3 T W 1 0 7 5 .4 1 1 0 8 4 .9 5 1 0 9 3 .6 5 1 1 3 0 .0 0 1 0 6 7 .8 6 1 0 6 7 .4 8 1 0 7 8 .8 3 PP 1 0 7 4 .5 2 1 0 7 4 .4 8 1 0 7 3 .7 1 1 0 7 3 .1 6 1 0 7 2 .3 7 1 0 7 1 .6 5 1 0 7 1 .2 01070.6 6 1 0 6 9 .7 6 1 0 7 3 .2 0 1 0 7 3 .4 4 1 0 7 3 .6 5 1 0 7 3 .7 8 1 0 7 4 .1 1 1 0 7 4 .4 0 1 0 7 4 .7 8 1 0 7 2 .9 5 1 0 7 2 .8 7 STU M P 1 0 7 2 .9 6 1 0 7 1 .2 6 1 0 7 1 .5 9 1 0 7 2 .8 9 1 0 7 3 .3 0 1 0 7 2 .6 4 1 0 7 2 .0 8 1 0 7 3 .2 1 1071.901 0 6 8 .8 61063.1 3 1 0 6 3 .5 1 1 0 3 2 .4 5 1 0 3 3 .0 8 1 0 3 2 .2 5 1 0 4 5 .0 1 1 0 4 3 .1 1 1 0 3 4 .0 2 1 0 3 4 .4 7 1 0 3 4 .0 4 1 0 4 6 .3 9 1 0 4 6 .2 7 1 0 5 1 .9 7 1 0 5 3 .3 0 1 0 5 1 .7 7 1 0 5 0 .5 4 1 0 5 1 .1 9 1 0 5 8 .3 5 1 0 5 8 .0 6 1 0 6 0 .1 4 1 0 6 9 .4 7 1 1 3 0 .1 9 1 0 9 9 .6 6 C.B.TP=PEN XTP=TEMPFD REBAR/CAP 8958MAG S&W LS8958EP COREP COREP COREP COREP COREP CORI NLETINLETCBCBEPEPCCTCCCEPFLFLEPEPEPTPSWCOR PILCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCNWCWTCFLNFACETWCCCCECECECCCCCECFLFLTCTCFLTCFLFLFLTWSHEDSHEDCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCHSNWCWTW6"TREESHEDFCFCFCFCFCTP=NAI LSECOR PI LSECOR PI LNECOR PILHSHSCCCCCCCCNFACECWCWTWMAG 63RBRCAP LS 8958RBRCAP LS 8958FCFCFCTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLSTUMPSTUMPTSLTSLTSLTSLTSLTSLCWCWCWSOLARSOLARSOLARTSLBSLFGFGTSLBSLFGFGFGFGFGFGFGFGFGSOLARTPNN 24°33'00"W25.00'2 0 2 2 SHED CONC. A.C. PAVE M ENT FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1110.15' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1074.37' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1057.63' DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. EXISTING RESIDENCE (E) DRIVEWAY (E) POOL DECKING 3210 SQFT (E) POOL (E) SHED (E) DRIVEWAY (E) PAVED WALK 527 SQFT (E) POOL EQUIP. (E) PV PANEL Q U A I L R I D G E R D . N S ID E Y A R D S E T B A C K 3 5 '-0 "FRONT SETBACK50' -0" FIRE TRUCK TURNAROUND 22% 22 % 19% 19% 16% 13%15'-1"APPROXIMATE HYDRANT LOCATION. 2.5" OUTLET. FLOW RATE AT 20 PSI 1013 GPM PER TWO HOURS. EXISTING UTILITY POLE 4 4 STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL NET LOT AREA 197,064 SQFT NA 197,064 SQFT RESIDENCE 3,227 SQFT 1,260 SQFT 4,487 SQFT GARAGE 877 SQFT -307 SQFT 570 SQFT POOL / SPA 650 SQFT NA 650 SQFT ATTACHED COVERED PORCHES 258 SQFT -258 SQFT 0 SQFT DETACHED SHED 96 SQFT NA 96 SQFT CABANA NA 514 SQFT 514 SQFT OUTDOOR KITCHEN NA 55 SQFT 55 SQFT SERVICE YARD NA 96 SQFT 96 SQFT DEDUCTIONS OUTDOOR KITCHEN NA -55 SQFT -55 SQFT TOTAL STRUCTURE 5,264 SQFT 1,755 SQFT 7,019 SQFT % STRUCTURAL COVER 2.67 %.89 %3.56 % FLATWORK CALCULATION EXISTING PROPOSED TOTAL PRIMARY DRIVEWAY 7,910 SQFT -160 SQFT 7,750 SQFT PAVED WALKS, PATIOS COURTYARD 527 SQFT -136 SQFT 391 SQFT POOL DECKING 3,210 SQFT 1,204 SQFT 4,414 SQFT TOTAL FLATWORK 11,647 SQFT 908 SQFT 12,555 SQFT % FLATWORK COVER 5.91 %.46 %6.37 % FLATWORK + STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL FLATWORK + STRUCTURAL 16,911 SQFT 2,663 SQFT 19,574 SQFT % COVER 8.58 %1.35%9.93 % DISTURBED AREA CALCULATION EXISTING PROPOSED TOTAL TOTAL DISTURBED AREA 38,630 SQFT 600 SQFT 39,230 SQFT % DISTURBED AREA 19.60 %0.30%19.91 % GRADING QUANTITY 272 C.Y. SITE AREA CALCULATION LEGEND PROPERTY LINES BUILDING SETBACK 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'32'8'16' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 3:57:32 PM SITE DEMO AD1.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/16" = 1'-0" 1EXISTING SITE PLAN N PLAN NORTH 3 Planning 04/02/25 4 Planning 04/09/25 3 40 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND 101 ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO BE REMOVED PROPERTY LINES BUILDING SETBACK AD3.013 AD3.00 2 AD3.01 2 AD3.00 3 S ID E Y A R D S E T B A C K 3 5 '-0 "PROPERTY LINE ROOF ABOVE DN AD2.02AD2.03AD3.00 1 AD3.01 1 (E) POOL DECKING 3210 SQFT (E) POOL (E) PAVED WALK 527 SQFT GARAGE 31'-0" X 28'-0" MUD ROOM 10'-6" X 13'-0" KITCHEN 12'-6" X 16'-9" BATH ROOM 3 15'-0" X 5'-3" DINING ROOM 17'-9" X 10'-6" PAN. 5'-0" X 8'-0"WINE 4'-6" X 6'-9"CLO. LIVING ROOM 16'-9" X 16'-3" BEDROOM 1 12'-6" X 11'-6" PRIMARY BEDROOM 18'-3" X 18'-0" PRIMARY BATH 10'-6" X 10'-6" PRIMARY W.I.C 9'-6" X 14'-3" BEDROOM 2 11'-9" X 14'-0" CLO. BATH ROOM 1 6'-6" X 6'-0" BATH ROOM 2 7'-0" X 8'-9" STO. CLO. PWDR 9'-0" X 6'-9" FAMILY ROOM 16'-0" X 16'-9" CLO. CLO. BEDROOM 3 15'-0" X 9'-9" ENTRY 6'-9" X 17'-6" W.C. 5'-6" X 3'-3"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 3:58:44 PM OVERALL FIRST FLOOR DEMOLITION PLAN AD2.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/8" = 1'-0" 1OVERALL FIRST FLOOR DEMOLITION PLAN 4 Planning 04/09/25 N PLAN NORTH 4 4 41 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND 101 ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO BE REMOVED PROPERTY LINES BUILDING SETBACK ROOF ABOVE DN AD2.02AD2.0310" 8'-0" 7 1/2" 5'-0" 5'-6"12'-2 1/2"5'-6 1/4"4'-2"15'-7"12'-0"7" 19'-2 1/2"2'-0 1/2"7'-11 1/2" 3'-9 3/4" 4'-4"3'-1"1'-7"10'-11 1/4" GARAGE 31'-0" X 28'-0" MUD ROOM 10'-6" X 13'-0" KITCHEN 12'-6" X 16'-9" BATH ROOM 3 15'-0" X 5'-3" DINING ROOM 17'-9" X 10'-6"PAN. 5'-0" X 8'-0" WINE 4'-6" X 6'-9" CLO. BEDROOM 3 15'-0" X 9'-9"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:54 PM DEMOLITION PLAN -1A AD2.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 11A DEMOLITION FIRST FLOOR PLAN N PLAN NORTH 42 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND 101 ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO BE REMOVED PROPERTY LINES BUILDING SETBACK AD2.02AD2.0335' -0" SETBACK LI NE4'-6"7'-0"17'-11" 2'-9" (E) COLUMNS TO BE REMOVED LIVING ROOM 16'-9" X 16'-3" BEDROOM 1 12'-6" X 11'-6" PRIMARY BEDROOM 18'-3" X 18'-0" PRIMARY BATH 10'-6" X 10'-6" PRIMARY W.I.C 9'-6" X 14'-3" BEDROOM 2 11'-9" X 14'-0" CLO. BATH ROOM 1 6'-6" X 6'-0" BATH ROOM 2 7'-0" X 8'-9" STO. CLO. PWDR 9'-0" X 6'-9" CLO. CLO. ENTRY 6'-9" X 17'-6" W.C. 5'-6" X 3'-3"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:55 PM DEMOLITION PLAN -1B AD2.036 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 11B DEMOLITION FIRST FLOOR PLAN N PLAN NORTH 43 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1' -0"4" / 1' -0"4" / 1' -0" 4" / 1'-0"4" / 1'-0"3 1/2"2'-0" 4 " / 1 '-0 "6'-0"3'-0"3'-0"3'-0"3'-0"3'-0"6'-0"4'-0"2'-0"4'-7"1'-4 1/2"4'-0"4'-0"4'-0" 12'-9 1/2"3'-4 1/4"35' -0" SETBACK LI NEAD2.05AD2.061090'-7 1/4" 12 2 2 2 3 3 4 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND EXISTING TO REMAIN EXISTING TO REMOVE BUILDING SETBACK AREA TO BE REMOVED BUILDING OUTLINE 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:55 PM OVERALL DEMOLITION ROOF PLAN AD2.046 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/8" = 1'-0" 1OVERALL DEMOLITION ROOF PLAN 1 (E) CHIMNEY TO BE REMOVED 2 (E) ROOF AREA TO BE REMOVED 3 (E) SKYLIGHT TO REMAIN 4 (E) COLUMN TO BE REMOVED KEYNOTES N PLAN NORTH 44 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"6'-0"3'-0"3'-0" 4'-0"2'-0"4'-7"1'-4 1/2"4'-0"4'-0"4'-0" 12'-9 1/2"3'-4 1/4"AD2.05AD2.061084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4"1084'-8 1/4" 1084'-8 1/4" 1090'-7 1/4" 1090'-6 15/16" 1 2 2 2 3 3 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND EXISTING TO REMAIN EXISTING TO REMOVE BUILDING SETBACK AREA TO BE REMOVED BUILDING OUTLINE 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:56 PM ROOF PLAN DEMOLITION 1A AD2.056 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1DEMOLITION ROOF PLAN 1A 1 (E) SKYLIGHT TO REMAIN 2 (E) ROOF AREA TO BE REMOVED 3 (E) BUILDING LINE KEYNOTES N PLAN NORTH 45 4" / 1'-0"4" / 1' -0"4" / 1' -0"4" / 1' -0" 4" / 1'-0"4" / 1'-0"3 1/2"2'-0" 4 " / 1 '-0 "3'-0"3'-0"3'-0"6'-0"AD2.05AD2.061090'-6 15/16" 1090'-6 3/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1088'-11 11/16" 1084'-8 1/4" 1084'-8 1/4"35' -0" SETBACK LI NE1 2 3 3 4 5 5 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible. LEGEND EXISTING TO REMAIN EXISTING TO REMOVE BUILDING SETBACK AREA TO BE REMOVED BUILDING OUTLINE 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:56 PM ROOF PLAN DEMOLITION 1B AD2.066 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1DEMOLITION ROOF PLAN 1B 1 (E) CHIMNEY TO BE REMOVED 2 (E) PART ROOF TO BE REMOVED TO ADD (N) SKYLIGHT 3 (E) SKYLIGHT TO REMAIN 4 (E) COLUMN TO BE REMOVED 5 (E) BUILDING LINE KEYNOTES N PLAN NORTH 46 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58'7"8'-3"6'-1"14'-11"T.O. ROOF 1091.42' 5 1 1 1 6 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42'7"8'-3"6'-1"14'-11"1 2 2 1 3 4 4 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42' 3 6 7 1 8 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible.707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:58 PM DEMO ELEVATION AD3.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 2DEMOLITION NORTH ELEVATION A 1/4" = 1'-0" 1DEMOLITION NORTH ELEVATION B 1/4" = 1'-0" 3DEMOLITION WEST ELEVATION 1 (E) DOOR TO BE REPLACED 2 (E) WINDOW TO BE REPLACED 3 (E) CHIMNEY TO BE REMOVED 4 (E) SKYLIGHT TO REMAIN 5 (E) SKYLIGHT TO BE REMOVED 6 (E) PART ROOF TO BE REMOVED 7 (E) GARAGE DOORS TO BE REMOVED 8 (E) COLUMN TO BE REMOVED KEYNOTES 47 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42' 1 2 3 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58'6'-1"8'-3"7"T.O. ROOF 1091.42' 4 5 6 4 7 8 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42' 7 9 5 4 4 DEMOLITION NOTES 1. The contractor shall protect existing to remain, new work, and all adjacent property and landscape from loss or damage resulting from operations for the duration of the project. In the event of such loss or damage by the contractor or his subcontractors, the contractor shall make such replacements or repairs as required without additional cost to the owner. 2. Refer to civil drawings for all notes and information related to existing and proposed utilities including location of existing utilities prior to any site demolition or clearing or associated with any site grading or trenching operations. 3. All existing and proposed utility structures including but not limited to valve boxes, sewer and storm structures, electrical, water, gas and telephone boxes and vaults occurring in the location of proposed improvements shall be reset to the proper grade based on proposed grades. 4. Existing underground utilities and improvements are shown in their approximate locations based upon record information available at the time of preparation of these plans, refer to civil drawings. Locations may not have been verified in the field and no guarantee is made as to the accuracy and completeness of the information shown. The exact location and elevation of utilities shall be determined by the contractor. 5. Contractor to recycle, strategize waste reduction, & divert demolished materials where possible.707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:17:59 PM DEMO ELEVATION AD3.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1DEMOLITION SOUTH ELEVATION A 1/4" = 1'-0" 2DEMOLITION SOUTH ELEVATION B 1/4" = 1'-0" 3DEMOLITION EAST ELEVATION 1 (E) PART ROOF TO BE REMOVED 2 (E) GARAGE DOORS TO BE REMOVED 3 (E) PART ROOF 37 SQFT TO BE REMOVED 4 (E) WINDOW TO BE REPLACED 5 (E) COLUMN TO BE REMOVED 6 (E) PART ROOF TO BE REMOVED TO ADD (N) SKYLIGHT 7 (E) CHIMNEY TO BE REMOVED 8 (N) FAUX CHIMNEY 9 (E) SKYLIGHT TO REMAIN KEYNOTES 48 1 0 5 0 1 0 5 5 1 0 6 0 1 0 6 5 1 0 7 0 1 0 7 5 107510401045105010551060107011151065EDGE OF PAVEMENT526 527 530 531 533 534 547 595 596 597 598 599 600 1075.52 602 1075.56 603 604 1075.62 609 610 1075.57 613 614 615 616 617618 619 1075.62 627 631 632 633 634 635 636 637 638 639640 641 650 678 680 681 682 683 684 687 688 689 690 691 692 693 694 695 696 697 698 702 703 704 705 706 707 708 709 711 712 714 715 717 719 720 721 722 723 724 725 1074.42 726 728 731 732 734 736 737 739 745 746 749 750 751 752 807 1074.37 808 1057.63 816 817 1082.82 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 1072.76 839 1072.48 840 1071.66 841 842 843 844 845 846 847 848 849 856 857 858 876 877 878 880 886 887 888 889 890 892 893 894 895 896 897 899 900 901 902 1 0 7 4 .9 3 1 0 7 4 .7 6 1 1 3 0 .4 8 1 1 2 8 .6 31127.891 1 2 7 .1 4 I N L E T 1 1 2 7 .5 7 1 1 2 7 .6 0 1 1 2 2 .8 6 1 1 1 6 .0 9 1 0 7 5 .6 3 1 0 7 5 .6 3 1 0 7 5 .5 61075.7 3 1075.58 1 0 7 5 .7 3 1075.73 1076.32 TC1 0 7 5 .8 9 F L 1 0 7 5 .7 8 GM 1075.411 0 7 4 .8 7 1 0 7 4 .9 0 1 0 7 4 .8 3 1 0 7 4 .7 1 1 0 7 4 .4 4 1 0 7 4 .6 2 1 0 7 5 .1 7 1075.46 FL 1076.06 FL 1076.66 TC1 0 7 5 .3 8 1 0 7 3 .1 9 1 0 7 4 .0 1 1 0 7 4 .9 2 1 0 7 5 .1 6 1075.401 0 7 5 .2 8 1 0 7 5 .3 2 1 0 7 5 .1 6 1 0 7 5 .4 7 1 0 7 5 .4 1 1 0 7 5 .4 0 1 0 7 5 .5 4 1 0 7 5 .5 7 1 0 7 5 .5 5 1075.77 1075.63 1 0 7 5 .8 3 1 0 7 5 .8 5 1075.771075.931 0 7 5 .8 2 1 0 7 5 .8 2 1 0 7 5 .6 9 1 0 7 5 .5 9 1 0 7 5 .5 4 1 0 7 5 .4 6 1 0 7 5 .3 2 1 0 7 5 .3 8 1 0 7 5 .7 7 1075.73 1 0 7 5 .3 61075.3 3 15"TREE 8"TREE 1 0 7 6 .5 1 1 0 7 4 .7 6 1 0 7 3 .9 81071.741071.936"TREE 1 0 7 4 .8 1 1 0 7 5 .1 3 1 0 7 4 .4 8 1 0 7 4 .7 5 1 0 7 3 .9 7 1 0 7 3 .2 2 1 0 7 4 .1 8 1 0 7 5 .6 0 1 0 7 5 .6 1 1 0 7 5 .6 5 1075.51 1 0 7 5 .6 4 1075.791 0 7 5 .7 1 M H 1 0 7 5 .6 3 1 0 6 7 .8 6 1 0 6 7 .4 8 1 0 7 8 .8 3 PP 1 0 7 4 .5 2 1 0 7 4 .4 8 1 0 7 3 .7 1 1 0 7 3 .1 6 1 0 7 2 .3 7 1 0 7 1 .6 5 1 0 7 1 .2 01070.6 6 1 0 6 9 .7 6 1 0 7 3 .2 0 1 0 7 3 .4 4 1 0 7 3 .6 5 1 0 7 3 .7 8 1 0 7 4 .1 1 1 0 7 4 .4 0 1 0 7 4 .7 8 1 0 7 2 .9 5 1 0 7 2 .8 7 STU M P 1 0 7 2 .9 6 1 0 7 1 .2 6 1 0 7 1 .5 9 1 0 7 2 .8 9 1 0 7 3 .3 0 1 0 7 2 .6 4 1 0 7 2 .0 8 1 0 7 3 .2 1 1071.901 0 6 8 .8 61063.1 3 1 0 6 3 .5 1 1 0 3 2 .4 5 1 0 3 3 .0 8 1 0 3 2 .2 5 1 0 3 2 .1 7 1 0 4 5 .0 1 1 0 4 3 .1 1 1 0 3 4 .0 2 1 0 3 4 .4 7 1 0 3 4 .0 4 1 0 4 6 .3 9 1 0 4 6 .2 7 1 0 5 1 .9 7 1 0 5 3 .3 0 1 0 5 1 .7 7 1 0 5 0 .5 4 1 0 5 1 .1 9 1 0 5 8 .3 5 1 0 5 8 .0 6 1 0 6 0 .1 4 1 0 6 9 .4 7 TP=PEN XTP=TEMPEP COREP COREP CORCBTPSWCOR PI LCCCCCCCCCCCCCCCCCCCCCCCCCCNWCWTCFLNFACEHSCCCCCCECECECCCCCECFLFLTCSHEDFCFCHSCCCCCCCCCCCCCCCCCCPOOLPOOLHSFFHSPOOLPOOLCCCCCCCCCCCCCCCCCCHSNWCWTW6"TREESHEDFCFCFCFCFCTP=NAILSECOR PILNECOR PI LCCCCNFACERBRCAP LS 8958RBRCAP LS 8958FCFCFCTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLTSLSTUMPSTUMPTSLTSLTSLTSLTSLTSLCWCWCWSOLARSOLARSOLARTSLBSLBSLBSLFGFGTSLBSLTSLFGFGFGFGFGFGFGFGFGSOLAR7 5 2 . 7 6 ' 2 0 2 2 POOL CONC. FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1110.15' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1074.37' FOUND REBAR/CAP LS 8958 ON PROPERTY LINE TAG ELEV.= 1057.63' 1. DIMENSIONS INDICATED ON PLANS FOR HORIZONTAL CONTROL ARE ACCURATE IF MEASURED ON A LEVEL LINE NOT PARALLEL WITH GROUND SLOPE. 2. COORDINATE PARTITION FRAMING WITH REQUIRED STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPEMENT OR WORK. 3. "TYPICAL" OR "TYP" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS TO THE ELEVATION OR DETAIL NOTED. VERIFY DIMENSIONS AND ORIENTATION OF THE PLAN. 4. PLAN DIMENSIONS ON DRAWINGS ARE SHOWN TO THE CENTER LINES OF COLUMNS AND STUDS IN PARTITION WALLS U.N.O. 5. HEIGHT DIMENSIONS ARE MEASURED FROM THE TOP OF THE SLAB OR SHEATHING, (UNLESS NOTED "A.F.F." (ABOVE FINISH FLOOR)) TO THE TOP PLATE ELEVATION. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF THE ARCHITECT. 6. CONTRACTOR TO FIELD VERIFY DIMENSIONS FOR ANY EXISTING CONDITIONS. SITE PLAN NOTES LEGEND PROPERTY LINES BUILDING SETBACK PATH OF TRAVEL TOTAL LINEAL DISTANCE OF 60'-9", GREATER THAN TRAVEL PATH DISTANCE OF 150'-0" (N) 570 SF GARAGE (E) 3227 SF RESIDENCE TO BE REMODELED Q U A I L R I D G E R D . N S ID E Y A R D S E T B A C K 3 5 '-0 "(E) 877 SF GARAGE TO CONVERT TO LIVING FRONT SETBACK50' -0"EASEMENT25'-0"(E) 650 SF POOLU.C.(N) PATIO (N) CHIMNEY (N) 383 SF ENTRY ADDITION 15'-1"22 % 19% 19% 16% 13% 22 % 7'-1"5 '-0 "5'-1"5' -0" (E) DRIVEWAY 22'-3 1/2"9'-3 1/2"7'-1" 1 2 3 3 4 5 5 6 7 8 9 10 11 12 13 14 13 15 16 17 18 19 20 21 226%450 SQFT FUTURE STABLE LOCATION 550 SQFT FUTURE CORRAL LOCATION 54'-8"60' -5 1/4" 23 3 % SLOPE 3 % S L O P E 3 % SLOPE 3 % S L O P E 3 % SLO PE 3 % SLOPE3 % SLOPES u rfa c e s p e c ific a tio n -G ra s sSurface specification -Paved Concrete24 256'-0"26 27 FIRE FLOW CALCULATION BUILDING CODE: TYPE V-B VHFHSZ: YES FIRE-FLOW CALCULATION AREA: 4,473 SQ.FT FIRE FLOW BASED ON THE FIRE-FLOW CALCULATION AREA: 1,750 GPM REDUCTION FOR FIRE SPRINKLERS (MAXIMUM 50%): 500 GPM TOTAL FIRE FLOW REQUIRED: 1,250 GPM FOR 1 HOUR AT 20 PSI RESIDENTIAL PLAN REVIEW - FIRE SPRINKLER NOTES THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE FIRE SPRINKLER PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.6 PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE 903 AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REASON: RESIDENTIAL CODE & FIRE CODE 903.1 & FIRE FLOW REDUCTION. TYPE OF FIRE SPRINKLER SYSTEM: 903.3.1.3 STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL NET LOT AREA 197,064 SQFT NA 197,064 SQFT RESIDENCE 3,227 SQFT 1,260 SQFT 4,487 SQFT GARAGE 877 SQFT -307 SQFT 570 SQFT POOL / SPA 650 SQFT NA 650 SQFT ATTACHED COVERED PORCHES 258 SQFT -258 SQFT 0 SQFT DETACHED SHED 96 SQFT NA 96 SQFT CABANA NA 514 SQFT 514 SQFT OUTDOOR KITCHEN NA 55 SQFT 55 SQFT SERVICE YARD NA 96 SQFT 96 SQFT DEDUCTIONS OUTDOOR KITCHEN NA -55 SQFT -55 SQFT TOTAL STRUCTURE 5,264 SQFT 1,755 SQFT 7,019 SQFT % STRUCTURAL COVER 2.67 %.89 %3.56 % FLATWORK CALCULATION EXISTING PROPOSED TOTAL PRIMARY DRIVEWAY 7,910 SQFT -160 SQFT 7,750 SQFT PAVED WALKS, PATIOS COURTYARD 527 SQFT -136 SQFT 391 SQFT POOL DECKING 3,210 SQFT 1,204 SQFT 4,414 SQFT TOTAL FLATWORK 11,647 SQFT 908 SQFT 12,555 SQFT % FLATWORK COVER 5.91 %.46 %6.37 % FLATWORK + STRUCTURAL CALCULATION EXISTING PROPOSED TOTAL FLATWORK + STRUCTURAL 16,911 SQFT 2,663 SQFT 19,574 SQFT % COVER 8.58 %1.35%9.93 % DISTURBED AREA CALCULATION EXISTING PROPOSED TOTAL TOTAL DISTURBED AREA 38,630 SQFT 600 SQFT 39,230 SQFT % DISTURBED AREA 19.60 %0.30%19.91 % GRADING QUANTITY 272 C.Y. SITE AREA CALCULATION 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'32'8'16' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 3:59:53 PM SITE PLAN A1.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH KEYNOTES 1/16" = 1'-0" 1PROPOSED SITE PLAN 1 PROPERTY LINE 2 EXISTING FIRE HYDRANT ON QUAIL RIDGE ROAD NORTH IS BEING UPGRADED TO 6"X4"X2 1/2" FIRE HYDRANT AS REQUIRED BY THE FIRE DEPARTMENT 3 5 FOOT CLEAR WALK WAY FOR FIREFIGTHER ACCESS 4 238' OF TRAVEL FROM STREET TO FIRE APPARATUS 5 150' PATH OF TRAVEL 6 (E) BUILDING PAD 7 (E) RETAINING WALL 8 (E) SHED TO REMAIN 9 (E) POOL EQUIPMENT 10 (E) POOL 11 (E) PAVING 12 (N) PAVED WALK 391 SQFT 13 (N) PLANTER 14 ROOF ABOVE 15 (N) DECK 16 (E) PV PANELS 17 (E) DRIVEWAY EDGE 18 (N) FIRE TRUCK TURNAROUND 19 (N) DRIVEWAY ADDITION 20 (N) DRIVEWAY CURB 21 (N) SPA 22 (E) GRASS 23 (N) PLANTERS 24 (N) 96 SQFT SERVICE YARD WITH 5' HIGH FENCE COVER 25 (N) DETACHED CABANA 26 (N) OUTDOOR KITCHEN 55 SQFT 27 (N) POSSIBLE 6' WIDE DIRT ROAD LOCATION FIRE DEPARTMENT USE 1 FD Corr.02/14/24 2 Planning 03/13/25 3 Planning 04/02/25 4 Planning 04/09/25 2 3 3 3 3 3 3 3 4 49 7 4 '-9 3 /4 " 2 1 0 '-2 1 /2 " 2 1 0 '- 0 "331'-2 3/4"121'-4 1/2" 404'-9 1/2"110'-5"416'-5"64'-6 3/4" 198'-6 1/4" 1 4 9 '-1 "5 9 3 '-4 1 /2 " APN -7569-010-006 APN -7569-010-005 APN -7569-010-007 APN -7569-010-010 APN -7569-025-015 APN -7569-024-014 APN -7569-024-015 APN -7569-026-010 APN -7569-010-004 (N) DETACHED CABANA (N) GARAGE (N) ADDITION QUAIL RIDGE ROAD NQUAIL RIDGE ROAD N(E) RESIDENCE EASEMENT SETBACKS SETBACKS 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:03 PM PROXIMITY MAP A1.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1/64" = 1'-0" PROXIMITY MAP 3 Planning 04/02/25 3 3 3 50 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:06 PM EXISTING SITE PHOTOS A1.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET AERIAL SHOT 1 AERIAL SHOT 2 AERIAL SHOT 3 VIEW OF THE HOUSE FROM THE DRIVEWAY APPROACH VIEW OF THE GARAGE FROM THE MOTORCOURT VIEW OF THE ENTRANCE AND DRIVEWAY FROM THE MOTORCOURT VIEW OF THE EXISTING ENTRANCE PORCH VIEW OF THE RETAINING WALL AND SIDE YARD -EAST OF THE HOUSE VIEW OF THE EXISTING POOL 51 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 10/23/2024 12:40:18 PM6 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET VIEW OF THE EXISTING SHED TO THE WESTVIEW OF THE HOUSE AND SHED FROM THE NORTH VIEW FROM THE WEST SIDE YARD VIEW TO THE NORTH FROM THE POOL VIEW TO THE NORTH FROM THE BACKYARDVIEW TO THE NORTH FROM THE BACKYARDVIEW TO THE NORTH FROM THE BACKYARD A1.03 EXISTING SITE PHOTOS 52 W D LEGEND W24 A2X 101 101 WINDOW TYPE INTERIOR PARTITION TYPE A = WALL TYPE, VARIES (LETTER WILL VARY) 2 = NOMINAL STUD SIZE (NUMBER WILL VARY) X = 5/8" TYPE 'X' GYP, WHERE OCCURS DOOR NUMBER ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO REMOVE NEW 1HR 2HR PROPERTY LINES BUILDING SETBACK (N) POOL DECKING (N) PAVED WALK 1. Dimensions indicated on plans for horizontal control are accurate if measured on a level line not parallel with ground slope. 2. Coordinate partition framing with required structural, mechanical, plumbing, and electrical work. 3. "Typical" or "TYP" means identical for all similar conditions, unless otherwise noted. "Similar" or "SIM" means comparable characteristics to the elevation or detail noted. Verify dimensions and orientation of the plan. 4. Plan dimensions on drawings are shown to the centerline of studs in all interior walls and exterior of stud at all exterior walls U.N.O. 5. Height dimensions are measured from the top of the slab or sheathing, (unless noted "A.F.F." (above finish floor)) to the top plate elevation. Dimensions are not adjustable without review of the architect. 6. Ceiling height deimensions labeled with "MIN." should be constructed tight to the structure or ducting above. 7. Contractor to field verify dimensions for any existing conditions. 8. Wrap all drainage pipes located inside of walls to minimize sound transmission. FLOOR PLAN NOTES (E) 650 SF POOL S ID E Y A R D S E T B A C K 3 5 '-0 "PROPERTY LINE (N) SPA (E) PATIO (N) PATIO U.C. DN7" UP 6" (N) DETACHED CABANA 15'-0" X 26'-6" U.C. REF DISH DRW REF. M/W (N) FAMILY ROOM 18'-0" X 17'-6" (N) MUD ROOM 5'-6" X 10'-0" (N) GUEST/STUDY 2 11'-6" X 10'-0" (N) BATH 4 11'-6" X 5'-3" (N) LAUNDRY 9'-3" X 7'-3" (N) BATH 5 5'-6" X 10'-0" (N) GUEST/STUDY 1 15'-6" X 10'-0" (N) BUTLER'S PANTRY 8'-0" X 8'-3" (N) KITCHEN 26'-0" X 11'-9" (N) GREAT ROOM 23'-9" X 16'-3"(N) LIVING ROOM 23'-9" X 16'-3" (E) BEDROOM 2 11'-9" X 14'-0" (E) BEDROOM 1 12'-6" X 11'-6" (E) PRIMARY BEDROOM 18'-3" X 18'-0" (E) PRIMARY W.I.C. 9'-6" X 14'-3" (E) PRIMARY BATH 10'-6" x 10'-3" (E) BATH 1 6'-6" X 6'-0" (E) BATH 2 7'-0" X 8'-9" (E) PWDR 9'-0" X 6'-9" (N) GARAGE 21'-0" X 24'-0"BUFFETWINE BAR(N) PLA N TE R (E) CLO. (E) STO. (E) CLO. (E) CLO. (E) CLO. DN 7" D/W FRZ. (N) CLO. ST O R A G E (N) FIREPLACE(N) STO. CAB. (E) W.C. 3'-3" X 5'-6"T TBENCHMURPHY BED (N) CLO. (N) ENTRY 17'-3" X 28'-6"1'-0"U.C. REF STORAGE 5'-0" X 5'-6" NEW 48" SOAKING TUB AND FLOATING SHELVES A2.01A2.0222'-5"25'-5 1/2"15'-7 1/2" 1 1 2 3 1 4 5 5 124'-9"16'-9 1/2"18'-7 1/2"16'-9 1/2"17'-8"29'-1 3/4"15'-7 1/2"17'-0"25'-2 1/2"21'-9 1/2"15'-7 1/2"32'-5 1/2"7'-1"7'-7"11'-9 1/2"9'-3 1/2"47'-1 3/4"17'-7 3/4"10'-7 3/4" 5 '-1 1 /2 "1'-0"8'-0"6"6"8'-0 3/4"1'-0" 8'-0" 6" 29'-1"19'-0 3/4"40'-1 1/2"10'-0"6'-9 3/4"7'-8 1/2"27'-0 1/4" AA ABAJ AI AH AL AD AF AC AM AN AK AE AG BA BB 100 101 102 103 104105 106 107 108 109110 111 112 113 114 115 116 117 118 119 120 121 122 125 123 124 126 1075'-7 11/16" 1076'-2 3/4" 1075'-7 11/16" 1076'-2 3/4" 1076'-2 3/4" DN 6" (N) BBQ 1076'-8 3/4" 1075'-0 23/32" 260 SQFT 258 SQFT 245 SQFT Wall height 20" Wall height 20" Wall height 20" 5 A3.02 1076'-8 3/4" 6 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 4:01:36 PM OVERALL PROPOSED FIRST FLOOR PLAN A2.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1 (N) PLANTERS 2 (N) DECK 3 (N) ROOF OUTLINE 4 (N) OUTDOOR FIREPLACE 5 (N) SKYLIGHT ABOVE TYP. 6 (N) OUTDOOR KITCHEN 55 SQFT KEYNOTES 1/8" = 1'-0" 1OVERALL PROPOSED FIRST FLOOR PLAN 2 Planning 03/13/25 3 Planning 04/02/25 4 Planning 04/09/25 3 3 3 3 3 3 3 3 3 2 2 3 3 1204 SQFT 391 SQFT 4 53 W D LEGEND W24 A2X 101 101 WINDOW TYPE INTERIOR PARTITION TYPE A = WALL TYPE, VARIES (LETTER WILL VARY) 2 = NOMINAL STUD SIZE (NUMBER WILL VARY) X = 5/8" TYPE 'X' GYP, WHERE OCCURS DOOR NUMBER ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO REMOVE NEW 1HR 2HR PROPERTY LINES BUILDING SETBACK (N) POOL DECKING (N) PAVED WALK 1. Dimensions indicated on plans for horizontal control are accurate if measured on a level line not parallel with ground slope. 2. Coordinate partition framing with required structural, mechanical, plumbing, and electrical work. 3. "Typical" or "TYP" means identical for all similar conditions, unless otherwise noted. "Similar" or "SIM" means comparable characteristics to the elevation or detail noted. Verify dimensions and orientation of the plan. 4. Plan dimensions on drawings are shown to the centerline of studs in all interior walls and exterior of stud at all exterior walls U.N.O. 5. Height dimensions are measured from the top of the slab or sheathing, (unless noted "A.F.F." (above finish floor)) to the top plate elevation. Dimensions are not adjustable without review of the architect. 6. Ceiling height deimensions labeled with "MIN." should be constructed tight to the structure or ducting above. 7. Contractor to field verify dimensions for any existing conditions. 8. Wrap all drainage pipes located inside of walls to minimize sound transmission. FLOOR PLAN NOTES (N) ROOF ABV. (N) PLANTER 260 SQFT U.C. DN 7" UP 6" (N) DETACHED CABANA 15'-0" X 26'-6" U.C. REF DISH DRW M/W (N) FAMILY ROOM 18'-0" X 17'-6" (N) MUD ROOM 5'-6" X 10'-0" (N) GUEST/STUDY 2 11'-6" X 10'-0" (N) BATH 4 11'-6" X 5'-3" (N) LAUNDRY 9'-3" X 7'-3" (N) BATH 5 5'-6" X 10'-0" (N) GUEST/STUDY 1 15'-6" X 10'-0" (N) BUTLER'S PANTRY 8'-0" X 8'-3" (N) KITCHEN 26'-0" X 11'-9" (N) GREAT ROOM 23'-9" X 16'-3" (N) GARAGE 21'-0" X 24'-0"BUFFETWINE BAR(N) PLA N T E R DN 7" D/W (N) CLO. ST O R A G E (N) STO. CAB. TBENCHMURPHY BED (N) CLO. (N) PLANTER1'-0"U.C. REF STORAGE 5'-0" X 5'-6" (N) SKYLIGHTS ABOVE, TYP.A2.01A2.021'-4"11'-2 3/4"1'-4"11'-6 1/4"1'-4"1'-4"12'-4"1'-4" 15'-0"26'-9 1/4"25'-5 1/2"3'-2" 12'-4" 15'-7 1/2" 22'-5"2'-5 1/4"11'-6 1/4"10'-8"24'-9"21'-7"1'-9 3/4" 6'-0 1/2" 3'-7" 2'-11" 3'-0" 8'-4 1/2" 9'-7 3/4" 2'-6"9'-11 1/2"5'-3 1/2" 7'-7 3/4" 7'-5" 4'-8 3/4" 6'-0 1/2" 5'-4 1/4" 36'-4 1/4"5'-7"4'-4 1/2"9'-11 1/2"5'-6" 11'-7 1/4"4'-11 3/4"1'-9 1/4"11'-6"4'-3 1/2"4'-0 1/4"3'-5 1/2"7'-3 1/4"9'-2 3/4" 7'-4 3/4" 5'-5 1/4"5'-2 1/4"7'-9 1/2"4'-2" 2'-5"2'-9 3/4"7'-11 3/4"4'-11 3/4"C L C LCLCLC L 7'-2 1/2"CL8'-8 1/2" 10'-3 1/2" 11'-0 1/2" 5'-1 3/4" C L C L C L 4'-0"2'-7 3/4"3'-1"4'-1"2'-1 1/2"2'-3 1/4"5'-6 1/2"5'-7 1/4"25'-2 1/2"17'-0"15'-7 1/2"21'-9 1/2"15'-7 1/2"32'-5 1/2"11'-9 1/2"15'-3 1/2"27'-0 1/4" 8'-7" 5 8 .6 6 °4'-8 1/4"19'-0 3/4"1'-0"1'-0"1'-0"6'-9 3/4"5'-8 3/4"AJ AI AH ALAK BA BB 124 114 116 113 119 122 115 105 109 117 108 111 112 110 118 123 125 126 106 107 120 121 1076'-2 3/4" 1076'-2 3/4" 1075'-7 11/16" 1075'-7 11/16" 1075'-7 11/16" 1075'-7 11/16" (E) PATIO (E) PATIO (N) PAVED(N) PAVED (E) PATIO (N) PAVED 1075'-9 7/8" 1075'-5" (N) DECK (E) 650 SF POOL A3.02 3 A3.024 (N) BBQ 5 A3.02 1076'-8 3/4" (N) PLANTER 258 SQFT 1076'-8 3/4" 1076'-8 3/4"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 4:02:17 PM PROPOSED FIRST FLOOR PLAN 1A A2.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1/4" = 1'-0" 1PROPOSED FIRST FLOOR PLAN 1A 2 Planning 03/13/25 3 Planning 04/02/25 4 Planning 04/09/25 3 2 2 3 2 3 3 3 32 4 54 LEGEND W24 A2X 101 101 WINDOW TYPE INTERIOR PARTITION TYPE A = WALL TYPE, VARIES (LETTER WILL VARY) 2 = NOMINAL STUD SIZE (NUMBER WILL VARY) X = 5/8" TYPE 'X' GYP, WHERE OCCURS DOOR NUMBER ROOM TAG KITCHEN EXISTING TO REMAIN EXISTING TO REMOVE NEW 1HR 2HR PROPERTY LINES BUILDING SETBACK (N) POOL DECKING (N) PAVED WALK 1. Dimensions indicated on plans for horizontal control are accurate if measured on a level line not parallel with ground slope. 2. Coordinate partition framing with required structural, mechanical, plumbing, and electrical work. 3. "Typical" or "TYP" means identical for all similar conditions, unless otherwise noted. "Similar" or "SIM" means comparable characteristics to the elevation or detail noted. Verify dimensions and orientation of the plan. 4. Plan dimensions on drawings are shown to the centerline of studs in all interior walls and exterior of stud at all exterior walls U.N.O. 5. Height dimensions are measured from the top of the slab or sheathing, (unless noted "A.F.F." (above finish floor)) to the top plate elevation. Dimensions are not adjustable without review of the architect. 6. Ceiling height deimensions labeled with "MIN." should be constructed tight to the structure or ducting above. 7. Contractor to field verify dimensions for any existing conditions. 8. Wrap all drainage pipes located inside of walls to minimize sound transmission. FLOOR PLAN NOTES (E) 650 SF POOL (N) SPA (E) PATIO DISH DRW REF. M/W (N) LIVING ROOM 23'-9" X 16'-3" (E) BEDROOM 2 11'-9" X 14'-0" (E) BEDROOM 1 12'-6" X 11'-6" (E) PRIMARY BEDROOM 18'-3" X 18'-0" (E) PRIMARY W.I.C. 9'-6" X 14'-3" (E) PRIMARY BATH 10'-6" x 10'-3" (E) BATH 1 6'-6" X 6'-0" (E) BATH 2 7'-0" X 8'-9" (E) PWDR 9'-0" X 6'-9" (E) CLO. (E) STO. (E) CLO. (E) CLO. (E) CLO. D/W FRZ.(N) FIREPLACE(E) W.C. 3'-3" X 5'-6" T (N) ENTRY 17'-3" X 28'-6"A2.01A2.028'-3 1/4"8'-4 3/4"16'-9 1/2"9'-2 1/4"9'-2 1/4" 18'-7 1/2"8'-3 1/4"8'-4 3/4"16'-9 1/2"2'-3 1/4"12'-8"2'-3 1/4"15'-9 1/4"2'-5"2'-5"3'-7 3/4"5'-0"3'-11"3'-7 3/4"2'-8 1/2"8'-3"12'-7 1/2" 6'-0"7'-7"4'-10"15'-7 3/4"2'-9 1/4"1'-9 3/4"11'-4 1/4"2'-6 1/2"13'-11"1'-0"9'-0"9'-0"8'-0"8'-0"1'-2"1'-2"8'-0 1/4"19'-0 3/4"1 2 2 3 3 4 5 AA AD AB AF AC AM AN AE AG 104 103 102101 100 (N) PAVED (N) PAVED(E) PATIO 1076'-2 3/4" 1076'-2 3/4"1076'-2 3/4" 6 '-1 0 3 /4 "5 '-1 1 /2 "23'-8 1/4"12' -7 1/2" 5 '-6 "39' -5" (N) PLANTER 245 SQFT 1076'-8 3/4" DN 6" 1076'-8 3/4"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/9/2025 4:03:19 PM PROPOSED FIRST FLOOR PLAN 1B A2.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1 (N) OUTDOOR FIREPLACE 2 (N) SKYLIGHT ABOVE TYP. 3 (E) SKYLIGHT TO REMAIN 4 48" SOAKING TUB 5 FLOATING SHELF KEYNOTES 1/4" = 1'-0" 1PROPOSED FIRST FLOOR PLAN 1B 2 Planning 03/13/25 3 Planning 04/02/25 4 Planning 04/09/25 3 2 2 3 4 55 S ID E Y A R D S E T B A C K 3 5 '-0 "PROPERTY LINE 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1' -0"4" / 1' -0" 4" / 1'-0"4" / 1'-0" (N) ROOF (N) ROOF (E) ROOF (E) ROOF (E) ROOF (E) ROOF 4 " / 1 '-0 "4" / 1' -0" (N) ROOF4" / 1'-0"3'-0"3'-0" 3'-0"3'-0"4" / 1'-0" 4" / 1'-0" NEW ROOF BEYOND THIS LINE 4" / 1'-0" 4" / 1'-0"4" / 1'-0"AD2.05AD2.061090'-7 1/4" 1089'-5 5/8" 1090'-6 3/4" 1083'-7 3/16" 1083'-7 3/16" 1086'-6 17/32" 1084'-8 1/4" 1089'-5 3/32" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4"13'-5 3/4"1 2 2 CA CB CC CD CE CF CG CH CI 3 34 5 6 6 7 4 LEGEND EXISTING TO REMAIN BUILDING SETBACK BUILDING OUTLINE 1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS. 2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.1.1. RESIDENTIAL CODE R337.5 AND R902. 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE R337.5.4 AND BUILDING CODE 705A.4 4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES. RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2 5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325.2.1. 6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3. 7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3 ARE MET. PER 706A.3; R337.6.3. 8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4. ROOF PLAN NOTES 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'16'4'8' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:21 PM ROOF PLAN A2.036 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/8" = 1'-0" 1PROPOSED ROOF PLAN N PLAN NORTH 1 (N) FAUX CHIMNEY 2 (E) BUILDING LINE 3 (N) SKYLIGHT 4 (N) ROOF TILES TO MATCH EXISTING 5 (N) ROOF ADDITION TO MAIN ENTRANCE 6 (E) SKYLIGHT TO REMAIN 7 (N) ARCHITECTURAL COLUMN KEYNOTES 56 1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS. 2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.1.1. RESIDENTIAL CODE R337.5 AND R902. 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE R337.5.4 AND BUILDING CODE 705A.4 4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES. RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2 5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325.2.1. 6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3. 7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3 ARE MET. PER 706A.3; R337.6.3. 8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4. ROOF PLAN NOTES 4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0"4" / 1'-0" 1'-4"1'-7 1/2"(E) ROOF (E) ROOF 3'-0"3'-0" 3'-0"3'-0"4" / 1'-0" 4" / 1'-0" 4" / 1'-0"A2.04A2.0517'-8 3/4"29'-6 3/4"5'-8"1'-8 1/2"4 1/2"1086'-6 17/32" 1083'-7 3/16" 1083'-7 3/16" 1090'-7 1/4" 1090'-6 15/16" 1089'-5 3/32" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1 23 4 4 5 3 (N) GARAGE ROOF (N) DETACHED CABANA ROOF LEGEND EXISTING TO REMAIN BUILDING SETBACK BUILDING OUTLINE 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:22 PM PROPOSED ROOF PLAN 1A A2.046 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1/4" = 1'-0" 1PROPOSED ROOF PLAN 1A 1 (N) FAUX CHIMNEY 2 (E) BUILDING LINE 3 (N) ROOF TILES TO MATCH EXISTING 4 (N) SKYLIGHT 5 (N) ARCHITECTURAL COLUMN KEYNOTES 57 1. SEE RCP FOR CEILING CONDITION AND TO VERIFY ROOF VENTING NEEDS. 2. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.1.1. RESIDENTIAL CODE R337.5 AND R902. 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. RESIDENTIAL CODE R337.5.4 AND BUILDING CODE 705A.4 4. VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH A MINIMUM OF 1/16TH INCH OPENINGS AND SHALL NOT EXCEED 1/8TH INCH. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES. RESIDENTIAL CODE R337.6. AND BUILDING CODE 706A.2 5. CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED PER FIRE CODE 325.2.1. 6. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A 36-INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND MINERAL SURFACED NON-PERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL LENGTH OF THE VALLEY. PER 705A.3; R337.5.3. 7. VENTS SHALL NOT BE INSTALLED ON UNDERSIDE OF EAVES AND CORNICES UNLESS ONE OF THE CONDITIONS SET FORTH IN SECTION 706A.3 OR R337.6.3 ARE MET. PER 706A.3; R337.6.3. 8. EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL PER 707A.4; R337.7.4. ROOF PLAN NOTES 4" / 1'-0"4" / 1'-0"4" / 1' -0"4" / 1' -0" (E) ROOF (E) ROOF (E) ROOF 4 " / 1 '-0 "4" / 1' -0" (N) ADDITION ROOF4" / 1'-0"NEW ROOF BEYOND THIS LINE 4" / 1'-0"4" / 1'-0"A2.04A2.051090'-6 15/16" 1090'-6 3/4" 1084'-8 1/4" 1084'-8 1/4" 1084'-8 1/4" 1088'-11 11/16" 1084'-8 1/4" 1 2 3 4 5 5 LEGEND EXISTING TO REMAIN BUILDING SETBACK BUILDING OUTLINE 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:23 PM PROPOSED ROOF PLAN 1B A2.056 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET N PLAN NORTH 1/4" = 1'-0" 1PROPOSED ROOF PLAN 1B 1 (N) FAUX CHIMNEY 2 (E) BUILDING LINE 3 (N) ROOF ADDITION TO MAIN ENTRANCE 4 (N) SKYLIGHT 5 (E) SKYLIGHT TO REMAIN KEYNOTES 58 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42' 1089'-5 3/32"13'-9 1/2"1 2 3 4 5 6 7 8 7 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42'15'-9 1/2"10 1/2"6'-1"8'-3"7"12'-9"9 7 410 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42'10 1/2"6'-1"8'-3"7"15'-9 1/2"13'-9 1/2"1082'-2 3/4" 5 1112 7 8 8 8 8 34 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:25 PM EXTERIOR ELEVATION A3.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1PROPOSED SOUTH ELEVATION A 1/4" = 1'-0" 2PROPOSED SOUTH ELEVATION B 1/4" = 1'-0" 3PROPOSED EAST ELEVATION KEYNOTES 1 (N) ARCHITECTURAL COLUMN 2 (N) STUCCO TO MATCH EXISTING 3 (N) ROOF TILES TO MATCH EXISTING 4 (E) ROOF TO REMAIN 5 (N) SKYLIGHT 6 (N) GARAGE DOORS 7 (N) WINDOW 8 (N) DOOR 9 (N) MAIN ENTRANCE 10 (N) ROOF ADDITION TO MAIN ENTRANCE 11 (N) FAUX CHIMNEY 12 (E) SKYLIGHT TO REMAIN 59 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58'7"8'-3"6'-1"10 1/2"T.O. ROOF 1091.42'15'-9 1/2"1 1 24 7 7 7 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42'10 1/2"6'-1"8'-3"7"15'-9 1/2"13'-8"13'-9 1/2"1 23 4 5 6 7 7 7 8 8 8 FIRST LEVEL 1076.23' FIRST LEVEL CEILING 1084.48' ROOF RIDGE 1090.56' GARAGE FLOOR 1075.64' T.O.P. 1083.58' T.O. ROOF 1091.42'7"8'-3"6'-1"10 1/2"15'-9 1/2"13'-8"10'-3 3/4"7'-4 1/4"13'-9 1/2"13'-2 1/4"23 4 5 6 7 8 8 8 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:27 PM EXTERIOR ELEVATION A3.016 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1PROPOSED NORTH ELEVATION A 1/4" = 1'-0" 4PROPOSED WEST ELEVATION 1/4" = 1'-0" 5PROPOSED NORTH ELEVATION B 1 (E) SKYLIGHT TO REMAIN 2 (N) SKYLIGHT 3 (N) FAUX CHIMNEY 4 (E) ROOF TO REMAIN 5 (N) ROOF TILES TO MATCH EXISTING 6 (N) STUCCO TO MATCH EXISTING 7 (N) WINDOW 8 (N) DOOR KEYNOTES 2 Planning 03/13/25 2 60 FIRST LEVEL 1076.23' T.O.P. 1083.58'6'-7 1/4"10'-3 3/4"6"5"5"5"1076'-8 3/4"1076'-2 3/4" (N) Top of planter wall (N) BBQ Finish level (N) Top of planter wall 1076'-8 3/4" 1075'-0" Grade FIRST LEVEL 1076.23' T.O.P. 1083.58'5"5"5"10'-3 3/4"6'-7 1/4"3'-0"1075'-7 11/16" (E) Deck1076'-8 3/4" (N) Top of planter wall 10'-0" (N) BBQ (N) PLANTER 5 A3.02 FIRST LEVEL 1076.23' T.O.P. 1083.58' 1076'-2 3/4"1076'-8 3/4" (N) Top of planter wall (N) Cabana Finish level 1076'-8 3/4" (N) Deck (E) Pool (N) PLANTER FIRST LEVEL 1076.23' T.O.P. 1083.58'3'-0"10'-0"6'-7 1/4"10'-3 3/4"5"5"5"1076'-2 3/4"1076'-8 3/4" (N) BBQ Finish level (N) Top of planter wall(N) BBQ 1075'-0" Grade 5 A3.02 FIRST LEVEL 1076.23' T.O.P. 1083.58'1'-8"6"1076'-2 3/4" (N) Cabana Finish level (N) Top of planter wall 1076'-8 3/4"1076'-8 3/4" (N) Deck (N) Top of planter wall 1076'-8 3/4"1075'-0 3/4" Grade (N) OUTDOOR CABANA (N) DECK (N) PLANTER (N) PLANTER7'-6"10'-3 3/4"1'-8"1'-4"707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.0'8'2'4' #DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:30 PM DETACHED CABANA ELEVATIONS A3.026 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET 1/4" = 1'-0" 1CABANA NORTH ELEVATION 1/4" = 1'-0" 2CABANA WEST ELEVATION 1/4" = 1'-0" 3CABANA SOUTH ELEVATION 1/4" = 1'-0" 4CABANA EAST ELEVATION 2 Planning 03/13/25 3 Planning 04/02/25 1/4" = 1'-0" 5CABANA AND DECK SECTION 3 3 3 3 3 2 3 61 1. Wood flush -type doors shall be 1 3/4" thick minimum with solid core construction 91.6709.1 -door stops of in-swinging doors shall be of one- piece construction with the jamb or joined by rabbet to the jamb. (6709.4) 2. Provide dead bolts with hardened inserts; deadlocking, latch with key- operated locks on exterior. Locks must be openable from inside without key, special knowledge or special effort (latch not required in B,F, and S occupancies. (6709.2) 3. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have a minimum throw of 3/4". 4. Doors opening into one-hour resistive corridors shall be protected with a smoke or draft-stop fire assembly having a minimum 20-minute rating. Show on door schedule 5. The use of a locking system which consists of a deadlocking latch operated by a doorknob and a deadbolt operated by a non-removable thumb turn which is independent of the deadlocking latch and which must be separately operated, shall not be considered as a system which requires special knowledge or effort when used in dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8 inches. 6. Garage door springs: (per section R309.5) A. Spring shall be fabricated from either hard-drawn spring wire (per ASTM-A227-21) or oil tempered wire (per ASTM-A229-71). B. Minimum design standard shall be 9,000 cycles. C. Physical cycling tests shall be performed and certified by an approved testing agency. D. Each spring shall be equipped with an approved device capable of restraining the spring or any part thereof in the event it breaks, containment device shall be tested and certified by an approved testing agency. 7. Use safety glazing in windows/glass doors located in hazardous locations per sect. R308.4. See plans for affected windows/doors A. Safety glazing is required in wall enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measure vertically above any standing or walking surface. B. Safety glazing is required in all fixed panels of swinging, sliding, and bifold doors. C. Owner shall approve all selections D. Safety glazing is required when the bottom edge of the glazing is less than 18" above the floor. E. Safety glazing is required when the top edge of the glazing is greater is than 36 inches above the floor 8. Exterior glazing shall be MULTI-PANE units with a minimum of ONE TEMPERED PANE, or glass block units, or minimum 20-min. rated, or complies withSFM 12-7A-2. 9. Exterior doors shall meet one of the following: a. Noncombustible material OR b. Ignition-resistant material OR c. Solid core wood having stiles and rails not less than 1-3/8-in. thick with interior panel thickness not less than 1-1/4-in. thick. OR d. Minimum 20-min. rated OR e.Complies with SFM 12-7A-1 10. All glass in doors shall be tempered. 11. All doors shall have U-factor 0.38, SHGC 0.38 12. Door & frame material Indicates the primary construction material of the door. Refer to the abbreviations below for door materials. AL =Aluminum AL CL =Aluminum Clad Wood CL =Chain Link ST =Steel SR =Sound Rated Door PT =Paint WD =Wood WM =Wire Mesh 13.Owner shall approve all materials, finishes, and product selections prior to procurement. DOOR NOTES A SOLID DOOR AND SIDE LITES B SOLID DOUBLE DOORS C 2 PANEL SLIDING GLASS DOOR D 3 PANEL SLIDING GLASS DOOR E SOLID PANEL DOOR F SOLID POCKET DOOR H GARAGE DOOR G GLASS PANEL INSWING DOORHeightWidth4'-0"4'-0" Width Width Width Width Width Width Width HeightHeightHeightHeightHeightHeightHeight707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:31 PM DOOR SCHEDULE A6.006 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET DOOR SCHEDULE DOOR # DOOR FRAME HARDWAREFIRE RATINGR-VALUEU-VALUEHEADER DETAILJAMB DETAILTRESHOLD DETAILCOMMENTSSIZE TYPETHICKNESSMATERIALFINISHMATERIALFINISHWIDTHHEIGHTGARAGE FLOOR 117 2'-10"8'-0"E 1 1/5"WD WD 118 14'-10"8'-0"D 2"GLASS AL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 119 3'-0"6'-8"F 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 120 3'-6"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 121 5'-0"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 122 3'-0"8'-0"E 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 123 3'-0"8'-0"E 1 1/5"WD WD SEE NOTES 1,2,3,12 AND 13 124 18'-0"8'-7"H 2"METAL METAL SEE NOTES 6, 12 AND 13 125 3'-0"8'-0"E 1 1/5"WD WD SEE NOTES 1,2,3,12 AND 13 FIRST LEVEL 100 5'-0"8'-0"A 1 3/4"WD METAL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 101 3'-6"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 102 3'-6"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 103 8'-1"7'-0"C 1 1/5"GLASS AL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 104 16'-6"8'-0"D 2"GLASS AL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 105 16'-6"8'-0"D 2"GLASS AL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 106 2'-8"6'-7"E 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 107 2'-8"6'-7"E 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 108 1'-8"6'-8"E 1 1/5"WD WD SEE NOTES 1,12 AND 13 109 4'-0"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 110 4'-0"6'-8"B 1 3/4"WD WD SEE NOTES 1,12 AND 13 111 2'-10"6'-8"E 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 112 2'-10"6'-8"E 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 113 2'-10"6'-8"F 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 114 2'-10"6'-8"F 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 115 3'-0"8'-0"E 1 1/5"WD WD SEE NOTES 1,2,3,12 AND 13 116 2'-6"6'-8"F 1 1/5"WD WD SEE NOTES 1,3,12 AND 13 126 3'-0"6'-8"G 1 3/4"GLASS METAL SEE NOTES 2,3,7,8,9,10,11,12 AND 13 62 1. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (R310.1.1). The minimum net clear opening height shall be 24". The minimum net clear opening width shall be 20". Emergency escape and rescue openings shall have the bottom of the clear opening not greater than 44" measured from the floor. 2. For U-Factor & SHGC see Title 24 Analysis. 3. Use safety glazing in windows/glass doors located in hazardous locations per sect. R308.4. See plans for affected windows / doors: A. Safety glazing is required in wall enclosures, or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measure vertically above any standing or walking surface. B. Safety glazing is required in all fixed panels of swinging, sliding, and bifold doors. C. Safety glazing is required in an individual fixed or operable panel that is greater than 9 sf. D. Owner shall approve all selections E. Safety glazing is required when the bottom edge of the glazing is less than 18" above the floor F. Safety glazing is required when the top edge of the glazing is greater is than 36 inches above the floor 4. Exterior windows, window walls, glazed doors, and glazed openings within exterior doors shall be insulating-glass units with a minimum of one tempered pane, or glass block units, or have a fire-resistance rating of not less than 20 minutes, when tested according to ASTM E 2010, or conform to the performance requirements of SFM 12-7A-2 (704A.3.2.2). 5. All new windows to match existing window, where applicable. 6. All glass in windows shall be tempered. 7. All windows shall have U-factor 0.38, SHGC 0.38 8. Skylights shall have U-factor 0.49, SHGC 0.39 9. Owner shall approve all materials, finishes, and product selections prior to procurement. 10. Window & frame material Indicates the primary construction material of the window. Refer to the abbreviations below for window materials. AL =Aluminum AL CL =Aluminum Clad Wood CL =Chain Link ST =Steel SR =Sound Rated Door PT =Paint WD =Wood WM =Wire Mesh 1. WINDOW TYPE NOTES 1 3 CASEMENT WINDOW 3 PANEL CENTER SLIDING WINDOW 2 SLIDING WINDOW DOUBLE WidthHeightWidthHeight Sill ht.Sill ht.Sill ht.HeightWidth WidthHeight 5 FIXED SKYLIGHTSill ht.HeightWidth 18.36°4 FIXED PANEL GLASS GARAGE WINDOW 707 TORRANCE BLVD., SUITE 100 . REDONDO BEACH . CA . 90277T. (310) 876-8761 . www.calarchitect.com . joe@calarchitect.comJOSEPH SPIERER ARCHITECTS, INC.#DATE SHEET NO.DWG. TITLESTAMPPROJECT #REVISIONSPROJECTThe above drawings, specifications, ideas, designs and arrangements represented thereby are and shall remain property of the Architect (Joseph Spierer Architects, Inc.), and no part thereof shall be copied, disclosed to others or used in connection with any project other than the specific project for which they have been prepared and developed without the written consent of the Architect (Joseph Spierer Architects, Inc.). Permits must be obtained prior to construction. No construction shall take place without applicable permits.DATETYPE 4/3/2025 12:18:31 PM WINDOW SCHEDULE A6.106 Quail Ridge Road N. Rolling Hills, CA 90274SCHIMMEL RESIDENCE21-018 SITE PLAN REVIEW SET WINDOW SCHEDULE SYMBOL WINDOW FRAME SILL HT. (A.F.F.) HEAD HT. (A.F.F.)FIRE RATING R-VALUE U-VALUE WINDOW HEADER DETAIL WINDOW JAMB DETAIL WINDOW SILL DETAIL COMMENTS SIZE TYPE GLAZING MATERIAL FINISHWIDTHHEIGHT GARAGE FLOOR AH 12'-0"5'-0"3 TBD AL 3'-0"8'-0" BA 9'-4 1/4"3'-8 1/2"4 TBD AL 8'-10"12'-6 1/2" BB 9'-4 1/4"3'-8 1/2"4 TBD AL 8'-10"12'-6 1/2" FIRST LEVEL AA 2'-0"3'-0"1 TBD AL 3'-8"6'-8" AB 2'-0"3'-0"1 TBD AL 3'-8"6'-8" AC 6'-11 1/2"4'-0"2 TBD AL 2'-8"6'-8" AD 2'-0"3'-0"1 TBD AL 3'-8"6'-8" AE 2'-0"3'-0"1 TBD AL 3'-8"6'-8" AF 6'-11 1/2"2'-0"2 TBD AL 5'-3"7'-3" AG 6'-11 1/2"4'-0"2 TBD AL 3'-0"7'-0" AI 8'-0"4'-0"3 TBD AL 2'-8"6'-8" AJ 8'-0"4'-0"3 TBD AL 2'-8"6'-8" AK 5'-0"4'-0"1 TBD AL 2'-8"6'-8" AL 15'-0"4'-0"3 TBD AL 3'-0"7'-0" AM 12'-0"8'-0"3 TBD AL 0"8'-0" AN 12'-0"8'-0"3 TBD AL 0"8'-0" YY 6'-11 1/2"4'-0"2 TBD AL 3'-0"7'-0" T.O.P. CA 4'-0"2'-0"5 TBD AL CB 4'-0"2'-0"5 TBD AL CC 4'-0"2'-0"5 TBD AL CD 4'-0"2'-0"5 TBD AL CE 3'-0"6'-0"5 TBD AL CF 3'-0"6'-0"5 TBD AL CG 3'-0"6'-0"5 TBD AL CH 3'-0"6'-0"5 TBD AL CI 3'-0"6'-0"5 TBD AL 63 City Planning Set-4/3/25ENGINEERING CORP. C i v i l E n g i n e e r i n g & S u r v e y i n g 2 5 8 3 4 N a r b o n n e A v e n u e S t e . 2 1 0 L o m i t a C a l i f o r n i a 9 0 7 1 7 P h o n e ( 3 1 0 ) 3 2 5 - 5 5 8 0C0.0GENERAL NOTES 6 QUAIL RIDGE ROADROLLING HILLS, CA 90274FIRE DEPARTMENT ACCESS DRIVEWAY REQUIREMENTS FOR GRADING PROJECTS6 QUAIL RIDGE ROAD, ROLLING HILLS 90274GENERAL NOTES (MORE RESTRICTIVE CONSTRUCTION ACTIVITY TIMES MAYGOVERN, AS REQUIRED BY THE DEPARTMENT OF REGIONAL PLANNING AND SHOULD BE SHOWN ON THE GRADING PLANS WHENAPPLICABLE.)IF AN OAK TREE PERMIT IS OBTAINED: (add the following note:INSPECTION NOTESNOTE: DRAINAGE NOTESAGENCY NOTESGENERAL GEOTECHNICAL NOTESFILL NOTESVICINITY MAPLEGAL DESCRIPTION:ARCHITECT:PROPERTY ADDRESS:ENGINEER / MAP PREPARED BY:SCOPE OF WORK SUMMARY:SOIL ENGINEER:INDEX OF SHEETSSECTION A-A: EXTENDED DRIVEWAY @ SLOPESCALE: 1"=5'SECTION B-B: DRIVEWAY @ MOTOR COURTSCALE: 1"=5'64 N 19°27'00"W191.29'N 11°57'50"W248.60'N 16°26'59"W217.91'N 8 6 ° 0 0 ' 0 0 " E 3 2 5 . 0 9 ' L=2 42.43' R=200.00'N 24°33'00"W25.00'N 49°47'50"W752.76'QUAIL RIDGE ROAD NORT H 5 0 ' 2 5 ' 526 TP=PEN X10 7 4 . 9 3 527 TP=TEMP10 7 4 . 7 6 528 FD REBAR/CAP 8958111 0 . 1 5 529 MAG S&W LS89581128 . 8 2 530 1130.72531 EP COR11 3 0 . 4 8 53 2 EP COR11 3 0 . 0 1 533 EP COR11 2 8 . 6 3 534 EP COR1127.89535 EP COR11 2 8 . 9 2 536 EP COR1128.9453 7 INLET11 2 7 . 1 4 I N L E T 538 INLET1127.09 INLET539 CB11 2 7 . 5 7 540 CB11 2 7 . 6 0 541 EP1127.28542 11 2 6 . 7 3 543 11 2 2 . 8 6 544 EP1128.18545 CC1127.64546 TC11 2 7 . 8 8 T C 547 TC1128.81 TC548 CC11 2 8 . 5 2 549 EP11 3 0 . 2 7 550 FL11 1 9 . 1 8 F L 551 FL11 1 9 . 3 1 F L 552 FL11 0 9 . 6 3 F L 553 FL11 0 9 . 7 3 F L 554 11 0 4 . 6 5 555 11 0 0 . 5 1 556 11 0 5 . 1 8 557 10 9 3 . 7 4 55818"PEPPER1098 . 4 3 55920"TREE11 0 1 . 8 6 56020"TREE11 0 1 . 7 8 56120"TREE11 0 5 . 4 7 56220"TREE11 0 9 . 2 6 563 20"TREE11 1 2 . 5 1 564 11 1 0 . 1 1 56520"TREE11 1 6 . 5 1 56620"TREE11 1 9 . 1 6 56720"TREE11 2 3 . 2 8 568 11 1 6 . 0 9 569 11 1 3 . 7 3 570 11 2 1 . 1 3 571 24"TREE112 6 . 0 5 57224"TREE112 4 . 7 4 57336"TREE1127 . 0 5 574PP 112 9 . 7 3 575GW 1128 . 7 0 576 GW113 1 . 4 3 57718"TREE112 9 . 3 2 578 EP1130.29579 EP1134.51580 EP11 3 5 . 1 7 581 EP11 4 3 . 8 5 582 15"TREE 11 4 8 . 5 0 583 24"TREE 11 5 2 . 9 6 584 EP11 5 3 . 0 6 585 EP1159.93586 EP1162.85587 EP1165.08588 TP=PEN X11 6 2 . 8 5 589 EL116 2 . 9 4 590 PP115 5 . 1 1 59124"PINE11 5 0 . 5 4 592GW 1148 . 5 0 593 SET REBAR W CAP1101. 8 1 594 RIDGE10 9 0 . 5 6 R I D G E 595 TP10 7 5 . 6 3 596 SWCOR PIL107 5 . 5 2 597 CC1075.67598 CC107 5 . 6 3 599 CC10 7 5 . 5 4 600 CC107 5 . 5 2 601 CC10 7 5 . 5 3 602 CC1075 . 5 6 603 CC10 7 5 . 6 3 604 CC1075 . 6 2 605 CC10 7 5 . 5 6 606 CC107 5 . 6 7 607 CC10 7 5 . 6 2 608 CC107 5 . 6 1 609 CC10 7 5 . 5 7 610 CC107 5 . 5 7 611 CC10 7 5 . 6 7 612 CC107 5 . 7 4 613 CC10 7 5 . 7 3 614 CC1075.58615 CC10 7 5 . 7 3 616 NWCW1075.73617 TC1076.32 TC618 FL10 7 5 . 8 9 F L 619 CC10 7 5 . 7 8 620 HS10 7 5 . 6 7 621 G M 107 5 . 6 2 622 NFACE1075.41623 1077.06624 TW1077.22625 10 7 5 . 4 5 626 1076.65627 GFF10 7 5 . 6 4 G F F 628 HS1075.55629 CC10 7 5 . 4 7 630 CC10 7 5 . 4 3 631 CC10 7 4 . 8 7 632 EC10 7 4 . 9 0 633 EC10 7 4 . 8 3 634 EC10 7 4 . 7 1 63 5 CC10 7 4 . 4 4 636 CC10 7 4 . 6 2 637 EC10 7 5 . 1 7 638 FL1075.46 FL639 FL1076.06 FL640 TC1076.66 TC641 10 7 5 . 3 8 642 FL10 7 8 . 9 7 F L 643 TW1080.02 TW644 TC1078.30 TC645 FL10 7 7 . 8 6 F L 646 TC1085.27 TC647 FL10 8 4 . 8 3 F L 648 FL10 8 4 . 4 4 F L 649 TW1086.32 TW650 TW1095.19 TW651 FL10 9 3 . 4 5 F L 652 FL10 9 3 . 3 0 F L 653 FL11 0 2 . 8 0 F L 654 FL11 0 2 . 5 2 F L 655 TW1104.19 TW656 1106.6165712"TREE11 0 8 . 2 8 658 11 0 3 . 5 2 659 660 10 9 1 . 1 9 661 10 8 5 . 1 6 662 10 8 0 . 0 3 663 11 0 0 . 3 5 664 11 2 0 . 8 8 66515"PINE111 1 . 0 8 66 615"PINE1109 . 4 0 66715"PINE110 8 . 6 6 66815"PINE110 6 . 9 7 66915"PINE110 9 . 0 2 67015"PINE1112 . 8 5 67115"PINE1113 . 2 1 67215"PINE1117 . 7 5 67315"PINE111 4 . 7 2 67410"PINE111 2 . 8 7 67536"PINE111 0 . 6 0 67624"PINE111 0 . 9 8 677 11 2 2 . 5 0 678 10 7 3 . 1 9 10 4 8 . 6 9 680 10 7 4 . 0 1 681 SHED10 7 4 . 9 2 682 SHED10 7 5 . 1 6 683 FC1075.40684 FC10 7 5 . 2 8 685 RIDGE10 9 1 . 3 7 R I D G E 686 RIDGE10 9 0 . 6 2 R I D G E 687 HS10 7 5 . 3 2 688 CC10 7 5 . 1 6 689 CC10 7 5 . 4 7 690 CC10 7 5 . 4 1 691 CC10 7 5 . 4 0 692 CC10 7 5 . 5 4 693 CC10 7 5 . 5 7 694 CC10 7 5 . 5 5 695 CC1075.77696 CC1075.63697 POOL10 7 5 . 8 3 698 POOL10 7 5 . 8 5 699 HS1075.77700 FF1076.15 FF701 HS1075.93702 POOL10 7 5 . 8 2 703 POOL10 7 5 . 8 2 704 CC10 7 5 . 6 9 705 CC10 7 5 . 5 9 706 CC10 7 5 . 5 4 707 CC10 7 5 . 4 6 708 CC10 7 5 . 3 2 709 CC10 7 5 . 3 8 710 CC10 7 5 . 5 6 711 CC10 7 5 . 7 7 712 CC1075.73713 HS10 7 5 . 3 6 714 NWCW10 7 5 . 3 3 715 10 7 6 . 0 5 716 1078.42717 TW10 7 9 . 1 9 T W 718 10 8 1 . 7 1 71915"TREE10 8 0 . 1 3 7208"TREE10 7 6 . 5 1 721 10 7 4 . 7 6 722 10 7 3 . 9 8 723 1071.74724 1071.93725 6"TREE1074 . 4 2 726 6"TREE10 7 4 . 8 1 727 SHED10 7 5 . 1 3 728 FC10 7 4 . 4 8 729 FC10 7 4 . 7 5 730 FC10 7 3 . 9 7 731 FC10 7 3 . 2 2 732 FC10 7 4 . 1 8 734 TP=NAIL10 7 4 . 9 4 T P N A I L 735 SECOR PIL1075 . 6 1 736 SECOR PIL10 7 5 . 6 0 737 NECOR PIL10 7 5 . 6 1 738 HS10 7 5 . 7 0 739 HS107 5 . 8 2 740 HS107 5 . 9 3 741 CC107 5 . 8 1 742 FF1076.23 FF743 CC1075.64744 CC1075.65745 CC10 7 5 . 6 5 746 CC1075.52747 NFACE1075.51748 1076.96749 HS10 7 5 . 6 4 750 HS1075.79751 HS10 7 5 . 7 1 752MH10 7 5 . 6 3 75310"TREE107 6 . 1 0 754 CW1076.05755 10 7 8 . 3 2 756 10 7 9 . 1 5 757 CW10 7 5 . 7 6 758 TW10 7 9 . 2 3 T W 759 HS10 7 5 . 4 1 760 10 8 4 . 9 5 761 10 9 3 . 6 5 800 MAG 6311 3 0 . 0 0 801 CNAIL/TIN11 5 9 . 7 9 802 SW 841811 6 2 . 3 2 807 RBRCAP LS 8958107 4 . 3 7 808 RBRCAP LS 8958105 7 . 6 3 809 RBRCAP LS 89581042 . 0 5 810 RBRCAP LS 89581031 . 4 1 811 RBRCAP LS 89581005.97 812 RBRCAP LS 8958993.18 816 FC10 6 7 . 8 6 817 FC10 6 7 . 4 8 818 FC10 7 8 . 8 3 819 PP1082 . 8 2 820 TSL10 7 4 . 5 2 82 1 TSL10 7 4 . 4 8 822 TSL10 7 3 . 7 1 823 TSL10 7 3 . 1 6 824 TSL10 7 2 . 3 7 825 TSL10 7 1 . 6 5 826 TSL10 7 1 . 2 0 827 TSL10 7 0 . 6 6 828 TSL10 6 9 . 7 6 829 TSL10 7 3 . 2 0 83 0 TSL10 7 3 . 4 4 831 TSL10 7 3 . 6 5 832 TSL10 7 3 . 7 8 833 TSL10 7 4 . 1 1 834 TSL10 7 4 . 4 0 835 TSL10 7 4 . 7 8 836 TSL10 7 2 . 9 5 837 TSL10 7 2 . 8 7 838 STUMP1072 . 7 6 839 STUMP107 2 . 4 8 840STUMP 1071 . 6 6 841 TSL10 7 2 . 9 6 842 TSL10 7 1 . 2 6 843 TSL10 7 1 . 5 9 844 TSL10 7 2 . 8 9 845 TSL10 7 3 . 3 0 846 TSL10 7 2 . 6 4 847 CW10 7 2 . 0 8 848 CW10 7 3 . 2 1 849 CW1071.90856 SOLAR10 6 8 . 8 6 857 SOLAR10 6 3 . 1 3 858 SOLAR10 6 3 . 5 1 864 11 1 2 . 0 6 865 10 9 2 . 7 1 866 1080.69867 1077.00868 10 4 9 . 2 5 869 10 4 9 . 9 5 870 10 4 7 . 2 6 871 10 4 4 . 6 1 872 10 4 3 . 0 4 873 10 4 1 . 1 6 874 10 3 7 . 0 9 875 10 2 8 . 3 1 876 TSL10 3 2 . 4 5 877 BSL10 3 3 . 0 8 878 BSL10 3 2 . 2 5 879 TSL10 3 1 . 7 8 880 BSL10 3 2 . 1 7 881 BSL10 3 4 . 4 8 882 TSL10 3 6 . 2 1 883 TSL10 3 3 . 9 8 884 TSL10 3 5 . 6 7 885 TSL10 3 4 . 1 8 886 FG10 4 5 . 0 1 887 FG10 4 3 . 1 1 888 TSL10 3 4 . 0 2 889 BSL10 3 4 . 4 7 890 TSL10 3 4 . 0 4 891 TSL10 3 7 . 6 3 892 FG10 4 6 . 3 9 893 FG10 4 6 . 2 7 894 FG10 5 1 . 9 7 895 FG10 5 3 . 3 0 896 FG10 5 1 . 7 7 897 FG10 5 0 . 5 4 898 FG10 5 1 . 1 9 899 FG10 5 8 . 3 5 900 FG10 5 8 . 0 6 901 FG10 6 0 . 1 4 902 SOLAR10 6 9 . 4 7 909 TPN11 3 0 . 1 9 19 SET MAG S&W20 22 450 45 1 452 453 10 9 9 . 6 6SOLAR PANELN 18°51'45"E 100.00'811 RBRCAP LS 89581005.97 812 RBRCAP LS 8958993.18 813 RBRCAP LS 8958973.09453 454N 19°27'00"W191.29'EXISTING RESIDENCESHEDPOOL911 978.009121004.00 913 1042 . 0 0 914 1025 . 0 0 CONC.CONC.C.B.A.C. PAVEMENTA.C. PAVEMENTCONC.9901000100510101015 1020 1025 1030 10351040 1045 1050 1055 1060 1065 1070 10 7 5 1080 1085 1090 1095 1100 1105 1110 11 1 5 11 2 0 11 2 5109010851080107510151020102510301035104010451050105510601065107010801085109010951100 1105 1110 1115 1120 1125 1130 1135 1140 1145 1150 115510301035104010451050105510601065107010751080108510901095 11351130965970975980985990995100010051010 10 1 5 SET REBAR W/CAP RCE 30826ON PROPERTY LINETAG ELEV.=1101.81'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1110.15'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1074.37'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1057.63'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1042.05'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1031.41'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=993.18'FOUND REBAR/CAP LS 8958ON PROPERTY LINETAG ELEV.=1005.97'1160FOUND MAG S&W LS 8958ON PROP. CORNERTAG ELEV.=1128.82'SET MAG S&W RCE 30826ON PROP. CORNERTAG ELEV.=1162.94' POOL PU M P S City Planning Set-4/3/25ENGINEERING CORP. C i v i l E n g i n e e r i n g & S u r v e y i n g 2 5 8 3 4 N a r b o n n e A v e n u e S t e . 2 1 0 L o m i t a C a l i f o r n i a 9 0 7 1 7 P h o n e ( 3 1 0 ) 3 2 5 - 5 5 8 0C0.1TOPOGRAPHIC SURVEYSURVEY NOTE:TOPOGRAPHIC SURVEYSCALE: 1"=20'LEGENDACRONYMS12351271.53'NORTH65 N 19°27'00"W191.29'N 11°57'50"W248.60'N 16°26'59"W217.91'N 8 6 ° 0 0 ' 0 0 " E 3 2 5 . 0 9 ' L=242.43' R=200.00'N 24°33'00"W25.00'N 49°47'50"W752.76'QUAIL RIDGE ROAD NORT H 5 0 ' 2 5 ' 19 SET MAG S&W20 22 450 451 452 453 N 18°51'45"E 100.00'453 454N 19°27'00"W191.29'9901000100510101015 1020 1025 1030 10351040 1045 1050 1055 1060 1065 1070 10 7 5 1080 1085 1090 1095 1100 1105 1110 11 1 5 11 2 0 11 2 5109010851080107510151020102510301035104010451050105510601065107010801085109010951100 1105 1110 1115 1120 1125 1130 1135 1140 1145 1150 115510301035104010451050105510601065107010751080108510901095 11351130965970975980985990995100010051010 10 1 5 1160N 49°47'50"W752.76'10401045105010551060106510701075108010 8 5 109 0 109 5 110 0109010851080107510601065107010801085 City Planning Set-4/3/25ENGINEERING CORP. C i v i l E n g i n e e r i n g & S u r v e y i n g 2 5 8 3 4 N a r b o n n e A v e n u e S t e . 2 1 0 L o m i t a C a l i f o r n i a 9 0 7 1 7 P h o n e ( 3 1 0 ) 3 2 5 - 5 5 8 0SURVEY NOTE:OVERALL SITE PLANSCALE: 1"=20'NORTHCUT / FILL MAPSCALE: 1"=10'NORTHLEGENDC1.0OVERALL SITE PLAN LEGENDACRONYMS1235EARTHWORK QUANTITIES66 S6 WESTRINGIA FRUTICOSA G1 BULBINE FRUTESCENS WATER EFFICIENT LANDSCAPE CALCULATIONS PER 2015 REVISED MODEL WATER EFFICIENT LANDSCAPE ORDINANCE REFERENCE EVAPOTRANSPIRATION (ETo) 39.7 PLANT DESCRIP.PLANT FACTOR (PF)IRRIGATION METHOD IRRIG. EFFICIENCY (IE)ETAF (PF / IE)LAND. AREA ETAF X AREA ETWU LOW WATER 0.2 DRIP 0.81 0.25 3,672 918 22,596 GAL. / YR. HIGH WATER 0.7 DRIP 0.81 0.86 285 245 6,030 GAL. / YR. TOTAL 3,957 S.F.1163 ETWU TOTAL 28,626 GAL. / YR. MAWA TOTAL 53,569 GAL. / YR. MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo) (0.62) [(ETAF X LA) + ((1-ETAF) X SLA)] MAWA = (39.7) (0.62) [(0.55 X 3,957) + (0.45 X 0)] MAWA = 53,569 GAL. / YR. ETAF CALCULATIONS (AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE .45 OR BELOW FOR NON-RESIDENTIAL AREAS) TOTAL ETAF X AREA = 1163 TOTAL AREA = 3,957 S. F. AVERAGE ETAF = 0.29 HYDROZONE INFORMATION TABLE LOW WATER USE HYDROZONES: 3,672 S.F. = 93% OF LANDSCAPE HIGH WATER USE HYDROZONES: 285 S.F. = 7% OF LANDSCAPE PROPOSED PLANT LIST NO.BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS HEIGHT X WIDTH REMARKS RATING PROPOSED SHRUBS: S1 ALYOGYNE HUEGELII BLUE HIBISCUS 15 GAL.2 LOW 6-8' X 8-10'LOW GROWTH FORM S2 CHONDROPETALUM TECTORUM CAPE RUSH 5 GAL.16 LOW 3-4' X 3-4' S3 HESPERALOE PARVIFLORA 'YELLOW'YELLOW YUCCA 5 GAL.24 LOW 3' X 3' S4 LAURUS NOBILIS SWEET BAY 15 GAL.25 LOW 4-6' X 2-3'COLUMNAR FORM S5 SALVIA LEUCANTHA 'SANTA BARBARA'MEXICAN BUSH SAGE 5 GAL.42 LOW 2-3' X 2-3' S6 WESTRINGIA FRUTICOSA COAST ROSEMARY 5 GAL.11 LOW 3-4' X 4-5' PROPOSED GROUNDCOVER: G1 BULBINE FRUTESCENS STALKED BULBINE 4" POT 12" o.c.LOW 1-1 1/2' x 1-1 1/2' PROPOSED LAWN: L MARATHON II SOD SOD HIGH E6 GENERAL NOTES PROJECT: REMODELED RESIDENCE AND NEW GARAGE SCHIMMEL RESIDENCE 6 QUAIL RIDGE ROAD N ROLLING HILLS, CALIFORNIA 90274 PROJECT APPLICANT / OWNER: JOSEPH SPIERER ARCHITECTS, INC. SHILPA MEHTA 707 TORRANCE BOULEVARD, STE. 100 REDONDO BEACH, CALIFORNIA 90277 310.876.8761 XT. 1003 PROJECT EXHIBIT PREPARER / LANDSCAPE ARCHITECT: CRAIG WEBER & ASSOCIATES 950 SANTIAGO AVENUE LONG BEACH, CA 90804 562.494.0411 REHABILITATED LANDSCAPE SITE AREA: REHABILITATED PLANTING AREA = 3,672 SQ. FT. REHABILITATED TURF AREA = 285 SQ. FT. TOTAL REHABILITATED LANDSCAPE AREA = 3,957 SQ. FT. CONCEPTUAL LANDSCAPE REHABILITATION PLAN S5 SALVIA 'SANTA BARBARA' S1 ALYOGYNE HUEGELII S2 CHONDROPETALUM TECTORUM S3 HESPERALOE 'YELLOW' S4 LAURUS NOBILIS LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK L IM IT O F W O R K LIMIT OF WORKE6 E7 E8 E2 E2E12 E4 E13 E1 E12 E13 E14 E13 E3 S6 S1 S3 S5 G1 E15 E16 L1 E15 S4 E3 E5 EXISTING PLANT LIST NO.BOTANICAL NAME COMMON NAME QTY WUCOLS REMARKS RATING EXISTING TREES: E1 AGONIS FLEXUOSA PEPPERMINT WILLOW 1 LOW TO REMAIN, PROTECT IN PLACE E2 ARBUTUS 'MARINA'STRAWBERRY TREE 2 LOW TO REMAIN, PROTECT IN PLACE E3 CITRUS SP.ORANGE TREE 2 MODERATE TO REMAIN, PROTECT IN PLACE E4 DIOSPYROS KAKI PERSIMMON TREE 1 LOW TO REMAIN, PROTECT IN PLACE E5 MALUS SP.APPLE TREE 1 MODERATE TO REMAIN, PROTECT IN PLACE E6 SCHINUS MOLLE CALIFORNIA PEPPER TREE 2 LOW TO REMAIN, PROTECT IN PLACE EXISTING SHRUBS: E7 BOUGAINVILLEA SP.BOUGAINVILLEA 1 LOW TO REMAIN, PROTECT IN PLACE E8 CALLISTEMON 'LITTLE JOHN'DWARF BOTTLEBRUSH 1 LOW TO REMAIN, PROTECT IN PLACE E9 LAURUS NOBILIS SWEET BAY 8 LOW TO REMAIN, PROTECT IN PLACE E10 LAVANDULA SP.LAVENDER 1 LOW TO REMAIN, PROTECT IN PLACE E11 LIMONIUM PEREZII SEA LAVENDER 1 LOW TO REMAIN, PROTECT IN PLACE E12 RHUS INTEGRIFOLIA LEMONADE BERRY 2 LOW TO REMAIN, PROTECT IN PLACE E13 ROSMARINUS 'PROSTRATUS'PROSTRATE ROSEMARY 4 LOW TO REMAIN, PROTECT IN PLACE E14 TAGETES LEMMONII BUSH MARIGOLD 1 LOW TO REMAIN, PROTECT IN PLACE EXISTING PERENNIALS: E15 HELIOTROPIUM ARBORESCENS COMMON HELIOTROPE LOW TO REMAIN, PROTECT IN PLACE LAVANDULA SP.LAVENDER LOW TO REMAIN, PROTECT IN PLACE LIMONIUM PEREZII SEA LAVENDER LOW TO REMAIN, PROTECT IN PLACE ROSA SP.ROSE MODERATE TO REMAIN, PROTECT IN PLACE SALVIA GREGGII AUTUMN SAGE LOW TO REMAIN, PROTECT IN PLACE TEUCRIUM SP.WALL GERMANDER LOW TO REMAIN, PROTECT IN PLACE THYMUS SP.CREEPING THYME LOW TO REMAIN, PROTECT IN PLACE EXISTING GROUNDCOVER: E16 BACCHARIS PILULARIS 'PIG. POINT'PIGEION POINT BACCHARIS MASS LOW TO REMAIN, PROTECT IN PLACE EXISTING LAWN: E17 MARATHON SOD HIGH TO REMAIN, PROTECT IN PLACE E11 E13 E10 E17 S2 E9 L1 E9 S4 G1 E17 S6 1/16" = 1' 0" 0 8 16 24 FT4 GARAGE RESIDENCE REMODELED Q U A IL R ID G E R D . N35'-0"(E) 650 SF POOL(N) PATIO 383 SF ENTRY ADDITION (N) OUTDOOR KITCHEN 397 SF (E) DRIVEWAY 450 SQFT FUTURE STABLE LOCATION PL PL PL NEW 6'-0" 6'-0"PLANS PREPARED FOR:Date: Scale: Drawn: Job: Sheet: REVISIONS BY PREPARED BY:CRAIG WEBER & ASSOCIATES950 SANTIAGO WAY, LONG BEACH, CA 90804PH/FAX 562.494.0411MIKE & TARA SCHIMMEL6 QUAIL RIDGE ROADNORTH ROLLING HILLS, CA 90274 PROJECT:OCT 2024 KGW 1643 CRAIG WEBER & ASSOCIATES6 QUAIL RIDGE ROAD NROLLING HILLS, CA. 90274SCHIMMEL RESIDENCEOCT 20241 APR 20252 550 SQFT FUTURE CORRAL LOCATION 67 Agenda Item No.: 10.B Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:LISA EDWARDS, PRINCIPAL PLANNER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LOT 29-A-EF) (LEE) DATE:April 15, 2025 BACKGROUND: The lot is an irregular rectangular shaped parcel zoned RAS-1 and the net lot area is 72,510 square feet (1.66 acres). The subject property is currently developed with a 3,086-square-foot single-family residence and 400 attached garage. There is one main building pad totaling 19,200 square feet in area and has one access driveway from Chuckwagon Road measuring 50 feet wide. DISCUSSION: Applicant Requests On May 16, 2024, an application was duly filed by Jeff Browning, SAA Interiors & Architects (“Applicant”), on behalf of the property owner, Ken Lee, with respect to real property located at 6 Chuckwagon Road, Rolling Hills (LOT 29-A-EF) requesting: Site Plan Review for construction of a new 6,939 square-foot residence, stable access, walls exceeding a height of 3 feet and 2.5 average (up to maximum height of 5 feet) and other improvements; Conditional Use Permits for a 650 square-foot detached solid-cover patio exceeding more than 200 square feet, future stable greater than 200 square feet (400 SF); and Variances for construction in the front yard setback and site disturbance of more than 40 percent. The Project also includes a 790 square-foot pool with 40 square-foot pool equipment enclosure, a 68 1,322 square-foot garage, and 2,877 square-foot basement. Site Plan Review The Rolling Hills Municipal Code requires a Site Plan Review for construction of any new building or structure pursuant to RHMC Section 17.46.020.A(2), requires grading pursuant to RHMC Section 17.46.020.3(a), and walls above three feet shall be subject to site plan review pursuant to RHMC Section 17.16.190(F). The Project proposes a one-story, new single-family residence a new six-car attached garage with a basement. The existing main residence is 3,086 square feet and will add 3,853 square feet for a total of 6,939 square feet. A Site Plan Review is also requested for retaining Walls A-D over three feet, not to exceed 5’ high, located along the main driveway, stable access road, and at the rear of the property. Conditional Use Permits The Applicant is proposing a 650-square-foot detached roofed patio structure subject to RHMC Section 17.16.040(A)(3) and requires a Conditional Use Permit because the patio cover exceeds 200 square feet. Additionally, a stable exceeding 200 square feet is being proposed and is subject to the conditions outlined in RHMC Section 17.18.060. Variances Since the Project requires site disturbance more than the allowable 40% of the net lot area, a variance is being requested to deviate from these provisions to permit a larger buildable area given that the gross area of the lot is 100,623 square feet and the net lot area is 72,508 square feet. The encroachments into the front yard setbacks with the stable and corral have been placed in manner intended to maximize usable space while minimizing intrusion. As a result, encroachment into the front yard setback is necessary. Therefore, the variance requests are essential to ensure the applicant can enjoy property rights consistent with those of neighboring properties within the same zone. MUNICIPAL CODE COMPLIANCE Setbacks The project complies with all of the required setbacks in the RAS-1 Zone, with the exception of the set-aside areas for the stable and corral. Lot Coverage and Building Pad Coverage The Project conforms to Zoning Code lot coverage requirements. The net lot area of the property is 72,508 square feet (1.66 acres) per RHMC Section 17.16.060(A). The structural net lot coverage is proposed at 10,912 square feet or 15.04% (20% max. permitted), excluding exempt structures, and the total lot coverage proposed, including flatwork, would be 23,952 square feet or 33% (35% max. permitted). Building Pad #1 is a total of 19,200 square-feet. The existing Building Pad #1 Coverage with deductions is 3,486 square feet or 18%, and with an increase of 7,605 square feet or 37.5%, the total proposed Building Pad Coverage with deductions is 11,091 square feet or 55.6%, this exceeds the maximum 30% guideline by 25.6%. Disturbance The applicant is requesting a variance from the Code to deviate by 37.9% for grading 69 disturbance area beyond what is permitted for this project. The disturbed area is 56,500 square feet or 77.9% (40% max permitted, provided that no more than fifty percent of the slopes resulting from the grading are greater (steeper) than 3:1, or three units horizontal (run) to one unit vertical (rise)). However, existing land disturbance totals 53,500 square feet and will increase by 3,000 square feet. Since this increase is somewhat significant, Staff asks the Commission to consider this impact on the natural terrain. Neighbor Concerns Staff received a concern from Stephanie & Paul Reisz (residents at 4 Chuckwagon Road). On April 7, 2025, Mrs. Reisz called the City to express her concerns regarding the proposed barn location in the front yard and setback. She was concerned about the proximity of the barn to her bedroom window. . Review by RHCA The Rolling Hills Community Association is pending review of this project. Driveway Pursuant to RHMC Section 17.16.160.A(3), "No driveway shall exceed a maximum grade of twelve percent, unless otherwise approved by the Planning Commission, and the first twenty feet of a driveway shall have a maximum grade of seven percent." The proposed driveway leading to the main residence is proposed at 19% slope and then tapers to 9.5% after the grade break. Given this, the Planning Commission is asked to render a decision on this matter. Environmental Review The Project has been determined to be exempt from the California Environmental Quality Act (CEQA) Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including single family residence and accessory structures, including but not limited to garages, carports, patios, swimming pools and fences. FISCAL IMPACT: None. RECOMMENDATION: Open the public hearing, take public testimony, close the public hearing, discuss the proposed project, and provide direction to staff and applicants. ATTACHMENTS: Attachment 1: PL_ADR_250409_6ChuckwagonRoad_RadiusMap_04.15.25PCMeeting.pdf Attachment 2: PL_ADR_6ChuckwagonRd_ZC24-043_240516_Arch SitePlan.pdf Attachment 3: PL_ADR_250407_6ChuckwagonRoad_Calculations_4.15.25PCMeeting.pdf Attachment 4: PL_ADR_6ChuckwagonRd_ZC24-043_250408_LandscapePlan_F.pdf Attachment 5: 2024-043_PC_Resolution_6 Chuckwagon Rd_ZC24-043_Lee_D.pdf CL_AGN_250415_PC_Item10B_PublicComment01.pdf CL_AGN_250415_PC_Item10B_PublicComment02.pdf CL_AGN_250415_PC_Item10B_PublicComment03.pdf 70 City of Rolling Hills ROLLING HILLS, CA 90274 TITLE VICINITY MAP CASE NO. Zoning Case No. 24-043 Conditional Use Permit, Variance, & Site Plan Review OWNER Lee ADDRESS 6 Chuckwagon Road, Rolling Hills 90274 SITE 1000’ 71 1104.5TW1101.5BW1104.5TW1101.5BW1104.5TW1101.5BW1102.0TW1101.5BW1087.0TW 1085BW 1095TW 1090BW 1098TW 1095BW 1095TW 1090BW 1088TW 1087BW 1098TW 1095BW 1100TW 1099BW 1101TW 1097BW 1101TW 1096BW 1101TW 1099BW1075TW1072BW1070TW1065BW1065TW1063BW1066TW 1065BW 1101TW 1100BW 1100TW 1097BW 1097TW 1092.5BW 1092TW 1086.5BW1075TW1070BW 1070TW1065BW1065TW1063BW1103.5TW 1101.5BW1101.5TW 1101.5BW 1102.5TW 1101.5BW 1103.5TW 1101.5BW 1104.5TW1101.5BW10' E A S E M E N T 50' REAR Y A R D SETB A C K 10 ' R H C A E A S E M E N T 20 ' SI D E Y A R D SE T B A C K 50' FRON T Y A R D SETBA C K 30'ROAD EASEM E N T30'ROADEASEMENT30'ROADEASEMENT50'FRONT YARDSETBACKL=436.26', R=320.00 ' Δ=78° 06' 45" AS P HASPH PI P EPIPESPIPEDIRT DIRT CON CCONCDEC K10601070103010401050102011001090108010 9 0 110010 7 0 1060 1050 1150 1140 1130 1120 111 0 1 1 5 0 1 1 4 0 11 6 0 1 1 3 0 1 1 0 0 1 1 2 0 11101 0 9 0 10 7 0 10 8 010201040105010301060 11 7 0 10 8 010701 0 8 0 1 0 9 0 1 1 0 0 1060105010401030CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D (P)SEEPAGEPIT(P) SEPTICTANKA ABB CB1070TW 1065BW 10 7 5 T W 10 7 2 B W 10 8 7 T W 10 8 5 B W 1095T W 1090B W 1098T W 1095B W 1101TW 1100BW1090T W 1088B W 1095T W 1092B W 1100TW 1098B W1066T W 1065B W1065TW1063BW 1098F G 1105RIM 1101 FG 1105RIM 1104FG 1105FS 1101.50 T W 1098B W 5.1 MATCH LI NE OU T L I N E O F B A S E M E N T DETACHED PATIO COVER 650 SF 31' - 6 " 3 1 ' - 6 " 13' - 4 " 1 3 ' - 4 " 4'- 0 " 4 ' - 0 " 43' - 4 " 4 3 ' - 4 " 81' - 1 " 8 1 ' - 1 " 62' - 7 " 6 2 ' - 7 " 21' - 0 " 2 1 ' - 0 " 3'-0"3'-0" 29'-7"29'-7" 12'-9"12'-9" 21'-1"21'-1" 10'-0"10'-0" 7'-2"7'-2" 21' - 0 " 2 1 ' - 0 " 34' - 9 " 3 4 ' - 9 " 27' - 1 0 " 2 7 ' - 1 0 " 20' - 3 " 2 0 ' - 3 " 40' - 6 " 4 0 ' - 6 " 20' - 4 " 2 0 ' - 4 " 29' - 3 " 2 9 ' - 3 " 14' - 1 " 1 4 ' - 1 " 4'- 0 " 4 ' - 0 " OUTLINE OF (E) RESIDENCE 1120.26'1120.26' 1115.30'1115.30' 1116.66'1116.66' 1116.06'1116.06' 1117.34'1117.34' 1118.50'1118.50' 21 1 ' - 1 1 " 2 1 1 ' - 1 1 " • • • • SINGLE FAMILY DWELLING 6,957 SF RESIDENCE 2,877 BASEMENT 1,318 SF ATTACHED GARAGE 950 SF COVERED PORCH NORTHTOP OF STRUCTURE 5'-4"5'-4" 20'-0"20'-0" 4'-9"4'-9" 1116.01'1116.01' DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 1" = 20'-0" A-1.0 11-29-2023 VML JB 632690 COVER SHEET, INDEX, MAP, BUILDING DATA, ETC. NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE ARCHITECT: SAA INTERIOR + ARCHITECTURE 6083 BRISTOL PARKWAY CULVER CITY, CA 90230 PHONE: 310-553-3252 CONTACT: JEFF BROWNING EMAIL: jbrowning@saaia.com VICINITY MAP CLIENT: KEN LEE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 NORTHCONTACT LIST SHEET INDEX A-1.0 COVER SHEET, INDEX, MAP, BUILDING DATA, ETC. A-1.1 FLOOR PLAN A-1.2 FLOOR PLAN - WEST WING A-1.3 FLOOR PLAN - EAST WING A-1.4 BASEMENT FLOOR PLAN A-1.5 ROOF PLAN A-2.0 ELEVATIONS A-2.1 ELEVATIONS A-2.2 ELEVATIONS A-2.3 DETACHED COVERED PATIO A-3.0 SECTIONS A-4.0 DOOR, HARDWARE SCHEDULE AND DOOR DETAILS SCOPE OF WORK: NEW SINGLE FAMILY RESIDENCE APN 7567003011 ZONING RAS-1 OCCUPANCY R-3/U-1 CONSTRUCTION TYPE V-B NR (NON-SPRINKLERED) LOT AREA 100,623.6 SF (2.31 AC) PROJECT INFORMATION GENERAL BUILDING INFO GARAGE - ATTACHED GROUND FLOOR LIVING AREA BASEMENT AREA TOTAL LIVING AREA TOTAL DECKS AND BALCONIES TOTAL STRUCTURESTOTAL STRUCTURES POOL / SPA LOT COVERAGE EXISTING PROPOSED 400 SF 1,318 SF 3,086 SF 6,957 SF -2,877 SF 3,486 SF 11,152 SF -950 + 650 = 1,600 SF 12,752 SF12,752 SF 790 SF 13,542 SF (13.5 %) LEE RESIDENCE SCALE: 1" = 20'-0"SITE PLAN 1 DATE DESCRIPTION DELTA ARCHITECTURE CIVIL ENGINEERING C1 C2 C3 C4 C5 C6 C7 OVERALL SITE PLAN EXISTING SITE CONDITIONS SITE PLAN PRELIMINARY GRADING PLAN SITE SECTIONS DETAILS CUT AND FILL MAP CIVIL ENGINEER: BOLTON ENGINEERING CORPORATION 25834 NARBONNE AVENUE LOMITA, CA 90717 PHONE: 310-325-5580 CONTACT: DAN BOLTON EMAIL: dbolton@boltonengineering.com 72 DN DN 3 2.1 2 1 D D G G F H J J 5.1 3.1 4.1 C C B B A A 4 5 6 7 A-2.01 A-2.2 1 A-2.02 A-2.1 1 BEDROOM 1BEDROOM 1 MASTER SUITEMASTER SUITE AV MASTER BATHMASTER BATH CLOSETCLOSET CLOSET LIVING ROOMLIVING ROOM DETACHED PATIO COVER POOLPOOL JACUZZIJACUZZI YARD AREAYARD AREA DINING ENTRY ENTRY 27'-1"27'-1" GARAGEGARAGE MOTOR COURTMOTOR COURT COURTYARDCOURTYARD 1'-0"1'-0"22'-3"22'-3"1'-0"1'-0"19'-0"19'-0"17'-8"17'-8"11'-8"11'-8"LIGHT WELL 1104.01'1104.01' KITCHENKITCHEN OFFICEOFFICE BUTLER'S PANTRYBUTLER'S PANTRY DN TO BASEMENT BEDROOM 2BEDROOM 2 CLOSETCLOSET NOR T H BEDROOM 3BEDROOM 3 BEDROOM 4BEDROOM 4REF13'-6"13'-6"13'-11"13'-11"LAUNDRYLAUNDRY D D W W 1103.84'1103.84' 1103.93'1103.93' OU T L I N E O F ( E ) R E S I D E N C E OU T L I N E O F ( E ) R E S I D E N C E A-2.3 1 MATCH LINE55'-9"55'-9"42'-10 1/2"42'-10 1/2"55'-1 1/2"55'-1 1/2"10'-10 1/2"10'-10 1/2"29'-3"29'-3"14'-1"14'-1"4'-0"4'-0"26'-0"26'-0"16'-3"16'-3"17'-8"17'-8"21'-0"21'-0"34'-9"34'-9"27'-10"27'-10"20'-2 1/2"20'-2 1/2"40'-6"40'-6"20'-4"20'-4"29'-3"29'-3"14'-1"14'-1" WEST WING 9'-7 1/2"9'-7 1/2"10'-4"10'-4"9'-7 1/2"9'-7 1/2"12'-8 1/2"12'-8 1/2"A-2.33 A-2.3 4 3'-8"3'-8"A-1.2 1 A-1.3 1 EAST WING DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 1/8" = 1'-0" A-1.1 11-29-2023 VML JB 632690 FLOOR PLAN NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/8" = 1'-0"COMPOUND FLOOR PLAN 1 DATE DESCRIPTION DELTA 73 UP UP E E 3 3 D FC HOME THEATERHOME THEATER UP TO GROUND FLOOR LIGHT & EGRESS WELL WINE CELLARWINE CELLAR AV CONCESSIONS FP NOR T H10'-1"10'-1"18'-10"18'-10"2'-5"2'-5"20'-0"20'-0"1'-3"1'-3"28'-6"28'-6"1'-6"1'-6" 1092.01'1092.01' 5.2 OUTLINE OF FIRST FLOOR 53'-10 1/2"53'-10 1/2"20'-4"20'-4"40'-6"40'-6" 11'-1"11'-1"5'-10"5'-10"5'-0"5'-0"10'-9"10'-9"19'-4"19'-4"23'-10"23'-10"10'-5"10'-5"18'-5 1/2"18'-5 1/2"32'-7"32'-7"29'-8"29'-8"20'-4 1/2"20'-4 1/2"6'-0"6'-0"2'-5"2'-5" DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 1/4" = 1'-0" A-1.4 11-29-2023 VML JB 632690 BASEMENT FLOOR PLAN NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/4" = 1'-0"BASEMENT FLOOR PLAN 1 DATE DESCRIPTION DELTA 74 FINISH FLOOR0" 8'-6" PLATE8' - 6" BASEMENT LEVEL FF-11' - 0" 10'-6" PLATE10' - 6" 3 2.1 15.13.14.14 1104.01'1104.01' 1116.59'1116.59' 1120.26'1120.26'20'-0"20'-0"11'-0"11'-0"FINISH FLOOR0" 8'-6" PLATE8' - 6" BASEMENT LEVEL FF-11' - 0" 10'-6" PLATE10' - 6" 3214 5 6 7 1104.01'1104.01' 5.2 1093.01'1093.01' DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 1/4" = 1'-0" A-2.0 11-29-2023 VML JB 632690 ELEVATIONS NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/4" = 1'-0"EAST ELEVATION 1 SCALE: 1/4" = 1'-0"WEST ELEVATION 2 DATE DESCRIPTION DELTA 75 FINISH FLOOR0" 8'-6" PLATE8' - 6" BASEMENT LEVEL FF-11' - 0" 10'-6" PLATE10' - 6" ED C B A MATCH LINE6'-8"6'-8"1093.01'1093.01' FINISH FLOOR0" 8'-6" PLATE8' - 6" 10'-6" PLATE10' - 6" E DGFHJ C B A TO ADJACENT GRADETO ADJACENT GRADE16'-9" TOP OF STRUCTURE 16'-9" TOP OF STRUCTURE 20'-0"20'-0"OUTLINE OF BASEMENT FINISH FLOOR0" 8'-6" PLATE8' - 6" 10'-6" PLATE10' - 6" EGFHJ MATCH LINEDATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-2.1 11-29-2023 VML JB 632690 ELEVATIONS NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/4" = 1'-0"NORTH ELEVATION - WEST WING 3 SCALE: 1/8" = 1'-0"NORTH ELEVATION 1 SCALE: 1/4" = 1'-0"NORTH ELEVATION - EAST WING 2 DATE DESCRIPTION DELTA 76 EDCBA FINISH FLOOR0" 8'-6" PLATE8' - 6" BASEMENT LEVEL FF-11' - 0" 10'-6" PLATE10' - 6" ED GF H JCBA FINISH FLOOR0" 8'-6" PLATE8' - 6" 10'-6" PLATE10' - 6" EGF H J DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 As indicated A-2.2 11-29-2023 VML JB 632690 ELEVATIONS NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/4" = 1'-0"SOUTH ELEVATION - WEST WING 3 SCALE: 1/8" = 1'-0"SOUTH ELEVATION 1 SCALE: 1/4" = 1'-0"SOUTH ELEVATION - EAST WING 2 DATE DESCRIPTION DELTA 77 1104.5TW1101.5BW1104.5TW1101.5BW1104.5TW1101.5BW1102.0TW1101.5BW1087.0 T W 1085B W 1095TW1090BW1098TW 1095BW 1095TW1090BW1088TW1087BW 1098TW1095BW 1100TW1099BW 1101TW 1097B W 1101TW 1096B W 1101TW 1099B W 1075TW1072BW 1070TW1065BW 1065TW1063BW 1066TW1065BW 1064TW1060BW1092TW1089BW 1101TW 1100B W 1100TW 1097B W1097TW 1092.5 B W 1092TW 1086.5 B W 1075TW1070BW 1070TW1065BW 1065TW1063BW 1103.5 T W 1101.5 B W 1101.5 T W 1101.5 B W 1102.5 T W 1101.5 B W 1103.5 T W 1101.5 B W 1104.5TW1101.5BW10' EASEMENT50'REAR YARDSETBACK10' RHCA EASEMENT 20' SIDE YARD SETBACK50'FRONT YARDSETBACK30'ROADEASEMENT30'ROADEASEMENT30'ROADEASEMENT50'FRONT YARDSETBACKL=436.26', R=320.00'Δ=78° 06' 45"ASPH ASPHN55°37'16"W210.84'N53°45'40"E167.69'N25°56'30"E190.23'S80°13'20"E165.59'N35°29'1 0 " W 30.00'N54°30'39"E43.21'N42°20'37"E72.50'N14°59'00"E70.00'N41°34'38"E200.00'S57°32'05"E 170.00'S41°34'38"W211.43'S49°43'35"E 459.55' S47°22'25"E171.51'N09°42'28"E163.21'N08°55'26"W138.19'N54°30'39"E43.21'N14°59'00"E195.88'N41°34'38"E200.00'S57°32'05"E 170.00'3 0 ' E A S E M E N T 30' EAS E M E N T 25' EA S E M E N T 50' RE A R Y A R D SETBA C K 10' RHCA EASEMENT 10' RHCA EASEMENT 10' RHCA EASEMENT 10' RHCAEASEMENT 50' REARYARDSETBACK50' REARYARDSETBACK50' F R O N T Y A R D SE T B A C K 50' FRONTYARDSETBACK30'30'20' SIDEYARD SETBACK 20' SIDEYARD SETBACK S42°37'40"W30.00'RD. E A S E M E N T RD. EASEMENTPIPE PIPE S PIPEDIRTDIRTCONC CONCDECKASPHASPH ASPH PAVER CON C CONC STE P ASPH SWALE SWALEDIRT DIRT WOOD GATEDOO R S I L L EL 1 1 0 6 . 3 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊ #6 CHUCKWAGON L A N E PORTION OF LOTS 2 8 A N D 2 9 RECORD OF SURE Y , M B 5 8 , 6 - 1 0 HOUSE HIGHEST R I D G E E L 1 1 2 1 . 7 1 #4 CHUCKWAGON LANEPORTION OF LOT 38 AND 39 RECORD OF SURVEY, MB 58, 6-10 #8 HAC K A M O R E R O A D PORTION O F L O T 2 8 A N D 2 9 RECORD O F S U R V E Y , M B 5 8 , 6-1060'30'30'6 0 ' 3 0 ' 3 0 '60'30'30'C O N C CONCC O N C P A T I O CONC PATIO CONCPLANTERCSCS D O O R S I L L EL 1 1 0 6 . 1GMEM GATEGATECPDIRT DIRT GARAGE F F EL 1104 . 3 HEDGE ASPH CATCH B A SI NASPHASPH DENSE TREESDENSE TREESDENSE TREES18" TREE36" TREE10" TREETREESTREESTREES15" TREE30" TREE18" TREE10" TREE6" TREE 36" TREE STUMP 36" TREESTUMPFLOWLINE1060107010301040105010201100109010801090 1100 107010601050 115011401130 1120 1110 1150 1140 1160 1130 1100 1120 1110 1090 10701080 102010401050103010601170 108010701080 1090 1100 10601050104010301064.91063.41061.51101.41104.81103.91103.71102.31104.11082.71081.81083.71084.51084.51059.61019.01081.41083.41083.51083.01083.31104.7 1105.71102.91101.81113.71112.61144.41137.71138.41104.21084.91087.01086.51085.41016.61015.81019.01113.71180.41180.41112.51112.91113.01019.11016.31017.01161.61017.41011.81113.01113.21159.61180.51161.61161.41180.41180.41179.41106.21103.31103.61103.41103.31103.61083.61081.41083.71081.71083.01082.31083.31058.51056.81060.51062.31059.41059.41068.91078.91094.61096.8 1104.2 1103.8 1104.7 1104.41105.81106.11104.61104.11105.71104.61106.31105.81104.71105.11106.11106.11105.01104.31104.11102.91104.21102.91102.61104.11104.211 0 4 . 4 POWER POLECLEAN OUTMANHOLE15" DRAIN 15" DRAINFIRE HYDRANTPOWER POLECATV HHPOWER POLE3 RAIL FENCE STEPS18' BLO CK WALL W/ CLF WALL W/ CLF WATER VALVE 18" BLOCK WALL W/ CLF WF WOOD PLANTERPLANTERC L F CHUCKWAGON ROADCHUCKWAGON ROAD CHUCKWAGON ROAD(P)SEEPAGEPIT(P) SEPTICTANKA AB BCB15.06.40.0-7.5-15.01070TW1065BW1075TW1072BW 1087TW1085BW 1095TW1090BW1098TW1095BW1101TW1100BW1090TW1088BW1095TW1092BW1100TW1098BW1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101FG1105RIM1104FG1105FS1101.50TW1098BW1104.5TW1101.5BW1104.5TW1101.5BW1104.5TW1101.5BW1102.0TW1101.5BW1087.0 T W 1085B W 1095TW1090BW1098TW 1095B W 1095TW 1090B W 1088TW 1087B W 1098TW 1095B W 1100TW 1099B W 1101TW 1097B W 1101TW 1096B W 1101TW 1099B W 1075TW1072BW 1070TW1065BW 1065TW1063BW 1066TW1065BW 1064TW1060BW 1092TW 1089B W 1101TW 1100B W 1100TW 1097B W1097TW 1092.5 B W 1092TW 1086.5 B W 1075TW1070BW 1070TW1065BW 1065TW1063BW 1103.5 T W 1101.5 B W 1101.5 T W 1101.5 B W 1102.5 T W 1101.5 B W 1103.5 T W 1101.5 B W 1104.5TW1101.5BW10' EASEMENT50'REAR YARDSETBACK10' RHCA EASEMENT 20' SIDE YARD SETBACK50'FRONT YARDSETBACK30'ROADEASEMENT30'ROADEASEMENT30'ROADEASEMENT50'FRONT YARDSETBACKL=436.26', R =320.00'Δ=78 ° 0 6' 45" ASPH ASPHN55°37'16"W210.84'N53°45'40"E167.69'N25°56'30"E190.23'S80°13'20"E165.59'N35°29'1 0 " W 30.00'N54°30'39"E43.21'N42°20'37"E72.50'N14°59'00"E70.00'N41°34'38"E200.00'S57°32'05"E 170.00'S41°34'38"W211.43'S49°43'35"E 459.55' S47°22'25"E171.51'N09°42'28"E163.21'N 0 8 ° 5 5 ' 2 6 " W 13 8 . 1 9 'N54°30'39"E43.21'N14°59'00"E195.88'N41°34'38"E200.00'S57°32'05"E 170.00'3 0 ' E A S E M E N T 30' EAS E M E N T 25' EA S E M E N T 50' RE A R Y A R D SETBA C K 10' RHCA EASEMENT 10' RHCA EASEMENT 10' RHCA EASEMENT 10' RHCA EASEMENT 50' REARYARDSETBACK50' REARYARDSETBACK50' F R O N T Y A R D SE T B A C K 50' FRONTYARDSETBACK30'30'20' SIDEYARD SETBACK 20' SIDEYARD SETBACK S42°37'40"W30.00'RD. E A S E M E N T RD. EASEMENTPIPE PIPE S PIPEDIRTDIRTCONC CONCDECKASPHASP H ASPH PAVER CON C CONC STE P ASPH SWALE SWALEDIRT DIRT WOOD GATEDOO R S I L L EL 1 1 0 6 . 3 ⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊⅊ #6 CHUCKWAGON L A N E PORTION OF LOTS 2 8 A N D 2 9 RECORD OF SURE Y , M B 5 8 , 6 - 1 0 HOUSE HIGHEST R I D G E E L 1 1 2 1 . 7 1 #4 CHUCKWAGON LANE PORTION OF LOT 38 AND 39 RECORD OF SURVEY, MB 58, 6-10 #8 HAC K A M O R E R O A D PORTION O F L O T 2 8 A N D 2 9 RECORD O F S U R V E Y , M B 5 8 , 6-1060'30'30'6 0 ' 3 0 ' 3 0 '60'30'30'C O N C CONCC O N C P A T I O CONC PATIO CONCPLANTERCSCS D O O R S I L L EL 1 1 0 6 . 1GMEM GATEGATECPDIRT DIRT GARAGE F F EL 1104 . 3 HEDGE ASPH CATCH B A SI NASPHASPH DENSE TREESDENSE TREESDENSE TREES18" TREE36" TREE10" TREETREESTREESTREES15" TREE30" TREE18" TREE10" TREE6" TREE 36" TREE STUMP 36" TREESTUMPFLOWLINE1060107010301040105010201100109010801090 1100 107010601050 115011401130 1120 1110 1150 1140 1160 1130 1100 1120 1110 1090 10701080 102010401050103010601170 10801070 1080 1090 1100 10601050104010301064.91063.41061.51101.41104.81103.91103.71102.31104.11082.71081.81083.71084.51084.51059.61019.01081.41083.41083.51083.01083.31104.7 1105.71102.91101.81113.71112.61144.41137.71138.41104.21084.91087.01086.51085.41016.61015.81019.01113.71180.41180.41112.51112.91113.01019.11016.31017.01161.61017.41011.81113.01113.21159.61180.51161.61161.41180.41180.41179.41106.21103.31103.61103.41103.31103.61083.61081.41083.71081.71083.01082.31083.31058.51056.81060.51062.31059.41059.41068.9 1078.91094.61096.8 1104.2 1103.8 1104.7 1104.41105.81106.11104.61104.11105.71104.61106.31105.81104.71105.11106.11106.11105.01104.31104.11102.91104.21102.91102.61104.11104.211 0 4 . 4 POWER POLECLEAN OUTMANHOLE15" DRAIN 15" DRAINFIRE HYDRANTPOWER POLECATV HHPOWER POLE3 RAIL F E N C E STEPS18' BLO CK WALL W/ CLF WALL W/ CLF WATER VALVE 18" BLOCK WALL W/ CLF WF WOOD PLANTERPLANTERC L F CHUCKWAGON ROADCHUCKWAGON ROAD CHUCKWAGON ROAD(P)SEEPAGEPIT(P) SEPTICTANKA AB BCB15.06.40.0-7.5 -15.01070TW1065BW1075TW1072BW 1087TW 1085BW 1095TW1090BW1098TW1095BW1101TW1100BW1090TW1088BW1095TW1092BW1100TW1098BW1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101FG1105RIM1104FG1105FS1101.50TW1098BWA-2.3 3 A-2.3 4 6" STEP EQEQEQEQ20'-0"20'-0"1'-0"1'-0"18'-0"18'-0"1'-0"1'-0"2'-0"2'-0"12'-9 1/2"12'-9 1/2"2'-0"2'-0" 1116.01'1116.01'3" / 12"3" / 12"2'-6"2'-6"2'-3"2'-3" FINISH FLOOR0" 8'-6" PLATE8' - 6" FINISH FLOOR0" 8'-6" PLATE8' - 6" DATE: DRAWN: REVIEWED: PROJECT NO: SCALE: OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED SHEET TITLE: SHEET NO: SEAL AND STAMP: CONSULTANTS: PROJECT: CULVER CITY - IRVINE - LOS ANGELES - SAN FRANCISCO - NEW JERSEY - NEW YORK 6083 Bristol Parkway Culver City, CA 90230 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 515 South Flower Street, Suite 1200 Los Angeles, CA 90071 T 310.553.3252 T 949.724.8958 T 213.929.1400 DRAWINGS ISSUE 485C US Route 1 South, Suite 105 Iselin, NJ 08830 T 848.200.1200 711 3rd Ave., 6th Floor New York, NY 10017 T 917.512.6688 www.saaia.com T 415.390.6793 NOT FOR CONSTRUCTION IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA’S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT’S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. 575 Market Street, #502 San Francisco, CA 94105 1/4" = 1'-0" A-2.3 11-29-2023 VML JB 632690 DETACHED COVERED PATIO NEW SINGLE FAMILY RESIDENCE 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90275 LEE RESIDENCE SCALE: 1/4" = 1'-0"DETACHED PATIO PLAN 1 SCALE: 1/4" = 1'-0"DETACHED PATIO ROOF PLAN 2 SCALE: 1/4" = 1'-0"SIDE ELEVATION 3 SCALE: 1/4" = 1'-0"FRONT ELEVATION 4 DATE DESCRIPTION DELTA 78 CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D D N D N UP UP Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55811 LOT COMPUTATIONS EARTHWORK ESTIMATE LOT INFORMATION 30 30 60 30 6 CHUCKWAGON ROAD ROLLING HILLS, CA 90274 SCALE: 1" = 30' INDEX OF SHEETS OVERALL SITE PLAN TYPICAL SECTION CHUCK W A G O N ROAD SCALE: 1" = 250' VICINITY MAP PROJECT SITE 79 CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55812SCALE: 1" = 20' EXISTING SITE CONDITIONS CHUCK W A G O N ROAD C H U C K W A G O N R O A D 80 CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D LEGEND Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55813SITE PLAN SCALE: 1" = 20' 81 CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D D N D N UP UP LEGEND-GRADING PLAN Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55814SCALE: 1" = 20' PRELIMINARY GRADING PLAN CHUCK WAGON ROAD 82 Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55815 SCALE: 1" = 20' DRIVEWAY PROFILE SCALE: 1" = 20' SECTION A-A SCALE: 1" = 20' SECTION B-B SCALE: 1" = 20' SECTION C-C 83 FTBSV CONFIGURATION (OPTIONS: BASIN "-B", GREEN INFR. INLET "-I", PIPE INLET "-P", SLOTTED THROAT INLET "-T") MEDIA BAY SIZE VAULT SIZE (L x W) LONG SIDE INLET DESIGNATION SHORT SIDE INLET DESIGNATION AVAILABILITY OUTLET PIPE DIA MIN. NO. OF INLET PIPES (-P ONLY) 4 x 4 4 x 4 FTBSV0404 FTBSV0404 ALL 4" SDR 35 1 6 x 4 6 x 4 FTBSV0604 FTBSV0406 N/A CA 4" SDR 35 1 6.5 x 4 6.5 x 4 FTBSV06504 FTBSV04065 CA ONLY 4" SDR 35 1 7.83 x 4.5 7.83 x 4.5 FTBSV078045 FTBSV045078 DE,MD,NJ,PA,VA.WV ONLY 4" SDR 35 1 8 x 4 8 x 4 FTBSV0804 FTBSV0408 N/A DE,MD,NJ,PA,VA,WV 4" SDR 35 1 6 x 6 6 x 6 FTBSV0606 FTBSV0606 ALL 4" SDR 35 1 8 x 6 8 x 6 FTBSV0806 FTBSV0608 ALL 4" SDR 35 1 10 x 6 10 x 6 FTBSV1006 FTBSV0610 ALL 6" SDR 35 2 12 x 6 12 x 6 FTBSV1206 FTBSV0612 ALL 6" SDR 35 2 13 x 7 13 x 7 FTBSV1307 FTBSV0713 ALL 6" SDR 35 2 14 x 8 14 x 8 FTBSV1408†N/A ALL 6" SDR 35 3 16 x 8 16 x 8 FTBSV1608†N/A N/A OR,WA 6" SDR 35 3 15 x 9 15 x 9 FTBSV1509†N/A OR,WA ONLY 6" SDR 35 3 18 x 8 18 x 8 FTBSV1808†N/A CALL CONTECH 6" SDR 35 3 20 x 8 20 x 8 FTBSV2008†N/A CALL CONTECH 6" SDR 35 4 22 x 8 22 x 8 FTBSV2208†N/A CALL CONTECH 6" SDR 35 4 †UTILIZES (2) CURB OPENINGS WITH MIN 1' SPACING N/A = NOT AVAILABLE SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY)***CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA BIOSCAPE VAULT CURB INLET DETAIL SHEET 18" GI INLET (CAST-IN) ENERGY DISSIPATION ROCKS PLANT PROVIDED BY CONTECH SECTION A-A GREEN INFRASTRUCTURE INLET - TOP FLUSH WITH TOP OF CURB, NOT INTENDED FOR SIDEWALK APPLICATIONS PLAN VIEW SHORT SIDE INLET 4' CURB INLET (MAX) REFER TO OTHER DETAILS FOR ALTERNATE INLETS INLET SHAPING (NOT BY CONTECH) CURB (NOT BY CONTECH) UNDERDRAIN FLOWKIT TYPE A2-8 (Modified)MOW CURB TYPE A1-6 (Modified)Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55816 84 CHUC K W A G O N R O A D C H U C K W A G O N R O A D CHUCKW A G O N R O A D D N D N BE D R O O M 1 MA S T E R S U I T E AV MA S T E R B A T H CL O S E T CL O S E T LIVI N G R O O M DE T A C H E D PA T I O C O V E R PO O L JAC U Z Z I YA R D A R E A DIN I N G EN T R Y GA R A G E M O T O R C O U R T CO U R T Y A R D 11 0 4 . 0 1 ' KIT C H E N OF F I C E BU T L E R ' S P A N T R Y DN T O BAS E M E N T BE D R O O M 2 CL O S E T BE D R O O M 3 BE D R O O M 4REFLA U N D R Y D D W W 110 3 . 8 4 ' 11 0 3 . 9 3 'OUTLINE OF (E) RES IDENCE MATCH LINEWE S T W I N G UP UP HO M E T H E A T E R UP T O GR O U N D FLO O R LI G H T Θ E G R E S S W E L L WI N E C E L L A R AV CON C E S S I O N S FP 109 2 . 0 1 ' OU T L I N E O F F I R S T F L O O R 20 60 00 60 20 CRORU DHSWK AUHD RI )LOOAUHD RI CXWLEGEND-CUT FILL EXHIBIT Bolton Engineering Corp.Civil Engineering and Surveying25834 Narbonne Avenue Suite 210Lomita, Ca. 90717Ph: 310-325-5580 Fax: 310-325-55813CUT/FILL COLOR MAP SCALE: 1" = 20' CHUCK WAGON ROAD 85 86 -2- SPR Rev. July 2019 City of Rolling Hills PLAN SUBMITTAL INFORMATION Complete and submit with each application: 1. "Request for Hearing" application. Seven copies of currently surveyed plan MUST accompany the final application. Plans must be FOLDED to approximately 8 1/2" x 11" with title block visible. Additional plans will be required prior to City Council meeting. 2. Owner's Declaration. 3. Plan submittal using the "Checklist" as guide. Each plan must have a vicinity map, computation of lot coverage, building pad sizes, cut and fill totals, and the percentage of lot disturbance printed on the plot plan and be stamped by a licensed civil engineer or land surveyor. 4. Property owner's radius map and property owner's labels. A map is required showing the existing properties, within or partially within a 1,000 foot radius of the exterior boundaries of the property under consideration, including the subject property. Prepare three complete lists of property owners of each parcel with mailing address on mailing labels. Assign a number to each name on the list to correspond with a number of the lot on the map. 5. Certified Property Owners List Affidavit. 6. Filing fee made payable to City of Rolling Hills PLAN SUBMITTAL PROCESS Applications must be submitted to the Planning Department as shown on the "Planning Application Filing Deadline Schedule". Applications shall be deemed complete only after all required information is submitted and the application fees are paid. The Planning staff will meet with the applicant to discuss the proposal. Once an application has been accepted as complete by the City, a hearing will be set before the Planning Commission. Applications are considered at the regular meetings of the Planning Commission, which are held the third Tuesday of each month. Provide sufficient time in your schedule to attend at least four meetings to allow the Planning Commission to study the facts presented and to make a field trip to review the physical conditions. Prior to the field trip a silhouette of the project will have to be erected. The silhouette must be certified. The applicant or a representative must appear at all meetings. The City’s review process takes a minimum of 3-4 months from submittal. City Council reviews the project following Planning Commission action. AUTHORITY AND RESPONSIBILITY In reviewing a request, the Planning Commission must consider the following: 1. The Planning Commission shall consider all matters presented to it fairly and impartially, recognizing the rights of the applicant as well as its obligation to enforce all zoning ordinances and resolutions adopted by the City Council of the City of Rolling Hills. The site plan review process is intended to assist in the orderly development of property, in conformance with objectives of the General Plan and other ordinances and codes. 87 88 -4- SPR Rev. July 2019 City of Rolling Hills CHECKLIST FOR PLAN SUBMITTAL The following information must be included on any plan submitted for checking to the Rolling Hills Planning Commission for: 1. Conditional Use Permit (including grading requirements). 2. Variance (including grading requirements). 3. Site Plan Review (including grading requirements). 4. Subdivisions and Lot Line Adjustments -Provide seven (7) sets of plans (folded) that show the following: (Additional sets will be required before the City Council meeting) - Provide electronic copy of the plans - Provide electronic copy of the application including calculations and all other submittals o Name, address and telephone number of applicant, and name, address and telephone number of architect and civil engineer. o Currently surveyed plot plan showing the entire property. (More than one plan may be submitted). o Plot plans must be stamped by a licensed civil engineer or land surveyor. License number and expiration date must be clearly shown. o Architectural elevation plans showing the height of proposed structures from finished grade and basement wells – all sides must be shown. o Vicinity map drawn to scale with requested improvements dimensioned to property line and to structures of all contiguous properties. o North arrow and scale of plans. o Existing contours of the entire lot, in maximum 5’ intervals. o Proposed contours, in maximum 5’ intervals. o Setbacks, easements, fences and horse trails, if any, on the entire lot. o Note distances from the centerline of all existing and proposed streets adjacent to the subject property. o Outline and show square footage of building pads not in setbacks (existing and proposed) in accordance with Municipal Code Title 17. [Buildable area is that portion of a lot NOT IN SETBACKS that constitutes the existing building pad and any contiguous portion of the lot NOT IN SETBACKS that has an average slope of ten percent (10%) or less]. If there is not an existing building pad, the buildable area shall mean that portion of a lot not in setbacks 89 -5- SPR Rev. July 2019 City of Rolling Hills which will be created through grading and which will have an average slope of ten percent (10%) or less. A lot may have more than one buildable area. o Outline and show distance from building footprint to any projections and architectural features including porches, entryways, porte cocheres, trellises, chimneys, eaves, and bay windows. Show roof chimneys. o Computation of structural and total lot coverage, disturbed area and building pad coverage in accordance with Municipal Code Title 17 (form attached). o All slopes shall not be steeper in slope than two horizontal to one vertical, or exceed a vertical height of thirty feet (30') below or above the natural grade. Shallower slopes are strongly encouraged. All slopes shall be marked with grade. (Municipal Code Title 17). Cut and fill must be balanced on site. Export of dirt is allowed from excavation activities, incl. basements. o Show cut and fill slopes by separate shadings or patterns. Show shaded area square footage, cut and fill totals in cubic yards, and the percentage of lot to be disturbed. (Title 17). o Show all existing and proposed retaining walls and sections through walls, including height and elevations. Show stairs, walkways and height of decks above grade. o Show proposed drainage pattern and design and indicate whether the drainage design is above or below ground. Show drainage devices and method of drainage; ie. show cisterns, biofiltration/bioretention units and similar. o Designate the area(s) for which the Site Plan Review is requested. o Show outline of residence, any additional structures, and any basement areas. Indicate depth of basement. All structures must be physically measured and square footage of each structure must be shown on the drawing. PLEASE NOTE: "Floor area" means the total horizontal area of all floors of a structure, measured in square feet from the exterior surface of the outside walls, including basements, storage areas, and the like, but excluding unenclosed areas. o Show all other existing and proposed structures on the lot, including pool, spa, pool equipment, porches, shelters, entryways, trellises, barbecues, fire places, fire pits, sheds, gazebos, children play houses/forts, trash yard and others. o Show width and length of basement wells and location of stairs. Show windows and doors in basement. o Show an area of not less than 450 square feet for the construction of a stable, 550 square feet for a corral (35’ from any residence and 25’ from rear property line, and not in front yard or side setback), and access road of not more than 25% grade for vehicular access to the stable site on each lot. If grading would be required indicate the quantity. o Show cross sections of slopes before and after grading. Show the variance of the existing slope and proposed slope. Sections should be through the highest cut and fill and through other areas where ground is steep, and as many additional sections as necessary to clearly delineate the proposed change in land contours from the existing terrain. Whenever possible, align the cross sections along the proposed development on the plot plan. 90 -6- SPR Rev. July 2019 City of Rolling Hills o Soils, geology, hydrology/drainage reports, showing all structures on the property, with their distance from property lines delineated, may be required in applications where the requested project is close to easements, close to other properties, and/or where there is to be significant grading on the property. o Show location of utility pole(s) serving the property and indicate the direction of the utility lines. o Show the slope (in %) and square footage of the driveway and separately of any uncovered parking area or motor court. Calculate the coverage (in %) of the driveway and motor court of the yard area in which they are located. Motor court may not be closer than 30’ to roadway easement. (Yard –Section 17.12.250). o Show any other driveways/roads/easements and paved areas on the property that are existing, currently proposed or planned for the future. o Show trails within the property and adjacent thereto. o If a stable is being constructed, delineate the loft area, if any. Show the size of the stable, the size of porch and separately the size of the loft. Show cupolas or other projections. Show paddock area and corral area. o If known, show the location of septic tank. o If a new driveway approach is proposed it must be reviewed by the Traffic Commission. o Pictures of the entire property. o Submit one copy of the plan delineating in different color markers the following: o Residential Building Pad (not in setbacks) o Additional Building Pads (not in setbacks) o Disturbed Areas o Net Lot boundary o Setback lines o Cut and fill areas for grading (shaded) Public:PLANNING MASTERS:City of Rolling Hills Site Plan Review Application rev. 2019.doc 91 -7- SPR Rev. July 2019 City of Rolling Hills INSTRUCTIONS FOR COMPLETING THE LOT COVERAGE FORMS TOTAL STRUCTURES AND TOTAL FLATWORK In the TOTAL STRUCTURES column, in addition to those structures listed on the form, include all structures that exist on the lot and those that are proposed, including: cabana, recreation room, hobby shop, guest-house, covered porches, covered entryways, trellis/latticework, gazebo, sheds, pool equipment, service yard, playground equipment, forts, barbecue, fire pits, decks, (for deck-see definition in Section 17.12.040 “D” words, terms and phrases of the Zoning Code), and similar structures. In the TOTAL FLATWORK column include all of the “impervious” surfaces existing and proposed, including all walkways around the residence and accessory uses, walkways from house to other structures, uncovered patios, uncovered parking areas, walkways/decks around the pool, paved access to a stable and all other “impervious” surfaces. When designing a house or addition, check with the Fire Department on the required width of the walkways and driveways. Show any future potential flatwork. NOTE: As required by the Los Angeles County Building Code, when designing a basement with “livable area(s)” you may have to provide for natural light and igress/ingress. Window wells may be acceptable. Check with the County Building and Safety Department for requirements. COMPUTATION OF LOT COVERAGE LOT COVERAGE (TITLE 17) Main buildings, accessory buildings, structures including, but not limited to gazebos, porches, entryways, porte cochere, trellises and similar structures, tennis courts, swimming pools, spa, pool equipment, outdoor bar, barbecue, sheds, shelters, service yards (enclosed or unenclosed), stables, or an area of not less than 450 square feet for the construction of a stable shall not cover more than twenty percent (20%) of the net lot area, provided further that in addition to the above described improvements, the areas included within driveways, paved access to stables, parking spaces, walks, patios, decks and asphalt or concrete paving of any kind excepting roads maintained by the Rolling Hills Community Association, shall not cover more than thirty-five percent (35%) of the net lot area (see Section 17.16.200 “J” for exceptions). For the purposes of this Section "net area" shall exclude: a) the entire area within a recorded roadway easement plus the area within ten (10) feet measured perpendicular to the edge of the roadway easement; (b) the ten (10) foot perimeter of the lot perpendicular to the property lines; (c) any private drive or driveway that provides access to any other lot or parcel; and (d) the access strip portion of a flag lot. COMPUTATION OF BUILDABLE AREA AND COVERAGE THEREON A policy of the City is to address coverage of an identified "EXISTING AND/OR PROPOSED BUILDABLE AREA". Coverage thereon is based upon the calculation of the footprint square footage of the residence, garage, stable (barn), other accessory structures proposed and/or developed on said "buildable area," and all projecting structures such as entryways, porte cochere, covered porches and breezeways. (Covered porches that are 10% or less in size of the footprint of the residence or accessory structure and attached trellises are not counted). 92 -8- SPR Rev. July 2019 City of Rolling Hills For the purpose of this calculation, "buildable area" shall be defined as stated in Section 17.12.020 of the Rolling Hills Municipal Code which declares "buildable area" as the portion of a lot that constitutes the existing or proposed building pad and any other contiguous portion of the lot NOT IN THE SETBACKS THAT HAS AN AVERAGE SLOPE OF TEN PERCENT (10%) OR LESS. If there is no existing building pad, it shall mean that portion of a lot not in the setbacks that will be created through grading and that will have an average slope of ten percent (10%) or less. A lot may have more than one “buildable area.” SUMMARY OF ACCESSORY STRUCTURES COUNTED/NOT COUNTED TOWARDS LOT COVERAGE: BUILDING PAD COVERAGE: (guideline – 30% maximum pad coverage). All structures, including porte cochere, breezeway and entryway, shall be counted towards building pad coverage, except for the following: ATTACHED STRUCTURES: • Attached covered porch having an area of 10% or less of the size of the structure that it is attached to, (primary or accessory) • Attached trellises (open roof) DETACHED STRUCTURES: (not to exceed a total of 5 such structure on a lot that are legal and conforming, not to exceed 12 feet in height, not to exceed 120 sq.ft. each, (see exceptions below), and not to exceed a combined total of 800 sq.ft.) • Storage sheds; max. 2 on a lot, • Trellis and freestanding covered patio w/solid roof, (may exceed 120 sq.ft.), • Outdoor bar, barbecue, fire place, gazebo, • Roofed playground fort, (may be max. 15 ft.), • fountain, pond and similar structures. These structures may not be located in the front yard area or any setback, except for a fountain, decorative pond or low water feature. STRUCTURAL AND TOTAL LOT COVERAGE AND DISTURBANCE: (Zoning Code requirement: max. - 20% structural coverage; max. - 35% total lot coverage; max. – 40 % lot disturbance). All attached structures, including porches, trellises, porte cochere, breezeway, and entryway shall be counted towards coverage. All detached structures shall be counted towards coverage, except for the following: DETACHED STRUCTURES: (not to exceed a total of 5 such structure on a lot that are legal and conforming, not to exceed 12 feet in height, not to exceed 120 sq.ft. each, (see exceptions below), and not to exceed a combined total of 800 sq.ft.) • Storage sheds; max. 2 on a lot, • Trellis and freestanding covered patio w/solid roof, (may exceed 120 sq.ft.), • Outdoor bar, barbecue, fire place, gazebo, • Roofed playground fort, (may be max. 15 ft.), 93 -9- SPR Rev. July 2019 City of Rolling Hills • fountain, pond and similar structures. These structures may not be located in the front yard area or any setback, except for a fountain, decorative pond or low water feature. WATER EFFICIENT LANDSCAPE REQUIREMENTS (Chapter 13.18 of the RH Municipal Code) Effective June 13, 2019, in addition to all other City submittal requirements, a Conceptual Landscape Plan is required for all Site Plan Review, Conditional Use Permit, or Variance applications if the proposed construction project includes any new or altered existing landscaped area(s) of 500 sq.ft. or more. All applicants please note the following: 1. The Conceptual Landscape Plan must provide general summary information including square footage calculations for new landscaped areas and existing landscaped areas to be altered or re-landscaped (see separate worksheet for requirements). 2. The Conceptual Landscape Plan shall be incorporated into the project Site Plan submitted with the planning application. 3. For more information regarding final (detailed) landscape plan requirements See Chapter 13.18 of the Rolling Hills Municipal Code. Final landscape packet shall be submitted to the City prior to obtaining grading or building permit. A fee and a compliance deposit will be collected at that time. DRIVEWAY(S) AND MOTOR COURT(S) Information regarding driveways, parking pads and motor courts is required for all new developments, garage addition, modification or relocation and for any modification to existing driveway(s) and motor court(s). If no changes are proposed to the existing driveway or motor court, except for reconstruction/repaving, within existing footprint, provide information for the total pervious and impervious surfaces. Pursuant to Sections 17.16.160 and 17.16.150 of the Rolling Hills Zoning Code, only one driveway is allowed (except with a conditional use permit under certain conditions); driveways may not cover more than 20% of the setback area in which they are located and uncovered parking areas/motor courts may not cover more than 10% of the front or side yard setback. Uncovered parking areas shall be located no closer than 30-feet from any roadway easement line. For properties that qualify for reduced setbacks (Sec. 17.17 and 17.24.045) min. of 40% of the front yard area shall be landscaped & only one driveway is allowed. A not to exceed 3-foot high wall may be permitted along a driveway or stairway in any setback. If any of these improvements are in easements, RHCA approval is required prior to City’s review. 94 -10- SPR Rev. July 2019 City of Rolling Hills NET LOT AREA CALCULATIONS Property Line Easement Line Setback Line 10 ft excluded NET LOT AREA EXCLUDE ROADWAY EASEMENTS PLUS 10 FEET AT PERIMETER OF THE ENTIRE PARCEL ROADWAY EASEMENT Residence 95 -11- SPR Rev. July 2019 City of Rolling Hills REQUEST FOR HEARING FOR SITE PLAN REVIEW NOTE: According to Section 17.24.020 of the Rolling Hills Municipal Code, illegal uses or structures are required to be made conforming or shall be removed. Therefore, you may be required to modify or remove any unauthorized or unlawful use or structure on your property prior to or in conjunction with this application. In addition, pursuant to Resolution No. 900 of the City Council, any use or structure which would require a discretionary permit but which is conducted without the acquisition of said permit, shall be subject to retroactive discretionary permit process, and is subject to higher application fee. PROPERTY OWNER: ____________________________________________________________ OWNER'S ADDRESS: ____________________________________________________________ TELEPHONE NO: _____________________________ EMAIL: __________________ PROPERTY'S ADDRESS: ____________________________________________________________ LEGAL DESCRIPTION: LOT NO. ___________________________________________________ ASSESSORS BOOK NO. _______ PAGE ______ PARCEL _____ AGENT'S NAME: ____________________________________________________________ AGENT'S ADDRESS: ____________________________________________________________ TELEPHONE NO: ____________________________________________________________ NATURE OF PROPOSED PROJECT Describe in detail the nature of the proposed project, including what aspects of the project require a Site Plan Review: ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________________ ____________________________________________________________________________________________ ____________________________________________________________________________________ 96 -12- SPR Rev. July 2019 City of Rolling Hills Describe and delineate on plans any new basement area square footage ___________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ SITE PLAN REVIEW CRITERIA Site Plan Review criteria upon which the Planning Commission must make an affirmative finding. Describe in detail the project's conformance with the criteria below: A. Is the project compatible with the General Plan, the Zoning Ordinance and surrounding uses? Explain how it compares to the sizes, setbacks and other characteristics of neighboring houses. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ B. How does the project preserve and integrate into the site design, to the maximum extent feasible, existing natural topographic features of the lot including surrounding native vegetation, mature trees, drainage courses, and land forms (such as hillsides and knolls)? Explain how the project preserves and integrates existing natural features. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ C. How does the site development plan follow natural contours of the site to minimize grading? Extensive grading and recontouring of existing terrain to maximize buildable area shall not be approved. Graded slopes shall be rounded and contoured so as to blend with existing terrain. Grading shall not modify existing drainage or redirect drainage flow unless into an existing drainage course. Explain the nature and extent of the impact of grading and proposed minimization on lots. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ 97 -13- SPR Rev. July 2019 City of Rolling Hills D. To what extent does the site development plan preserve surrounding native vegetation and supplement it with landscaping that is compatible with and enhances the rural character of the community? Landscaping should provide a buffer and transition zone between private and public areas. Explain how the project preserves native vegetation, integrates landscaping and creates buffers. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ E. How does the site development plan preserve the natural and undeveloped state of the lot by minimizing building coverage? Lot coverage requirements shall be regarded as maximums and the actual amount of lot coverage permitted should depend upon the existing buildable area of the lot. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ F. Is the site development plan harmonious in scale and mass with the site, the natural terrain and surrounding residences? Setbacks shall be regarded as minimums and more restrictive setbacks shall be imposed where necessary to assure proportionality and openness. Explain how the proposed project setbacks compare with the existing setbacks of neighboring properties. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ G. Is the site development plan sensitive and not detrimental to convenience and safety of circulation for pedestrians and vehicles? Explain how the number and types of vehicles relate to the driveway location, design, landscaping and other on-site parking or storage areas. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ H. Does the site development plan conform with the requirements of the California Environmental Quality Act? Explain how the project impacts the environment, e.g. significant impact, proposed mitigation measures. ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________ 98 -14- SPR Rev. July 2019 City of Rolling Hills ___________________________________________________________________________________ I hereby certify that the statements furnished above, and in attached exhibits, presents the data and information required for the site plan review criteria evaluation to the best of my ability; and, that the facts, statements and other information presented are true and correct to the best of my knowledge and belief. Date: _______________________ _______________________________________________ Signature For:____________________________________________ Applicant FILING FEE A filing fee must accompany the application. Make check payable to: CITY OF ROLLING HILLS 99 -15- SPR Rev. July 2019 City of Rolling Hills DATE ____________ ZONING CASE NO. ______ ADDRESS ______________________________ ALL MEASUREMENTS TO BE TAKEN FROM THE EXTERIOR FINISHED WALLS OF STRUCTURES. ALL STRUCTURES MUST BE SHOWN ON THE PLAN AND LISTED HERE CALCULATION OF LOT COVERAGE AREA AND STRUCTURES EXISTING PROPOSED TOTAL NET LOT AREA ________ sq.ft. ________ sq.ft. ________ sq.ft. RESIDENCE ________ sq.ft. ________ sq.ft. ________ sq.ft. GARAGE ________ sq.ft. ________ sq.ft. ________ sq.ft. SWIMMING POOL/SPA ________ sq.ft. ________ sq.ft. ________ sq.ft. POOL EQUIPMENT ________ sq.ft. ________ sq.ft. ________ sq.ft. GUEST HOUSE ________ sq.ft. ________ sq.ft. ________ sq.ft. CABANA ________ sq.ft. ________ sq.ft. ________ sq.ft. STABLE (dirt volume to be included in grading quantities) ________ sq.ft. ________ sq.ft. ________ sq.ft. RECREATION COURT ________ sq.ft. ________ sq.ft. ________ sq.ft. ATTACHED COVERED PORCHES _______sq.ft. _______sq.ft. _______sq.ft. ENTRYWAY/ PORTE COCHERE, BREEZEWAYS ________ sq.ft. ________ sq.ft. ________ sq.ft. ATTACHED TRELLISES ________ sq.ft. ________ sq.ft. ________ sq.ft. *DETACHED STRUCTURES: (circle all that applies) SHEDS, TRELLISES, GAZEBO, ________ sq.ft. ________ sq.ft. ________ sq.ft. BARBECUE, OUTDOOR KITCHEN, ________ sq.ft. ________ sq.ft. ________ sq.ft. ROOFED PLAY EQUP.- over 15 ft. ________ sq.ft. ________ sq.ft. ________ sq.ft. high and over 120 sq. ft. in area, WATER FEATURES, ETC. ________ sq.ft. ________ sq.ft. ________ sq.ft. SERVICE YARD ________ sq.ft. ________ sq.ft. ________ sq.ft. OTHER ________________ ________ sq.ft. ________ sq.ft. ________ sq.ft. BASEMENT AREA ________ sq.ft. ________ sq.ft. ________ sq.ft. (volume to be included in grading quantities) DEPTH OF BASEMENT ________ ________ ________ ____________________________________________________________________________________ TOTAL STRUCTURES ________ sq.ft. ________ sq.ft. ________ sq.ft. % STRUCTURAL COVERAGE ________ % ________ % ________% ___________________________________________________________________________________ TOTAL STRUCTURES EXCLUDING: up to 5 (legal) & up to 800 sq. ft. detached structures that are not higher than 12 ft. (no more ________ sq.ft. ________ sq.ft. ________ sq.ft. than 120 sq.ft. per structure per deduction, except for trellis) % STRUCTURAL COVERAGE ________ % ________ % ________% ___________________________________________________________________________________ 100 -16- SPR Rev. July 2019 City of Rolling Hills ALL FLATWORK MUST BE SHOWN ON THE PLAN EXISTING PROPOSED TOTAL PRIMARY DRIVEWAY(S) ________ sq.ft. ________ sq.ft. ________ sq.ft. PAVED WALKS, PATIO AREAS, COURTYARDS ________ sq.ft. ________ sq.ft. ________ sq.ft. POOL DECKING ________ sq.ft. ________ sq.ft. ________ sq.ft. OTHER PAVED DRIVEWAYS, ROAD EASEMENTS, PARKING PADS ________ sq.ft. ________ sq.ft. ________ sq. ft. ____________________________________________________________________________________ TOTAL FLATWORK ________ sq.ft. ________ sq.ft. ________ sq.ft. % TOTAL FLATWORK COVERAGE ________ % ________ % ________ % ____________________________________________________________________________________ TOTAL STRUCTURAL & FLATWORK COVERAGE ________ sq.ft. ________ sq.ft. ________ sq.ft. % TOTAL COVERAGE ________ % ________ % _________ % TOTAL STRUCTURAL & structural _________ sq.ft _________ sq.ft _________ sq.ft FLATWORK COVERAGE flat work ________ sq.ft. ________ sq.ft. ________ sq.ft. Excl. the allowance of up to 5 – 800 sq. ft. structures from previous page. % TOTAL COVERAGE ________ % ________ % _________ % TOTAL DISTURBED AREA ________ sq.ft. ________ sq.ft. ________ sq.ft. % DISTURBED AREA ________ % ________ % _________ % GRADING QUANTITY ________ cubic yards (include future stable, corral and access way; basement and all other areas to be graded/excavated) ____________________________________________________________________________________ All structures (attached and detached) must be listed. • Free standing legal, conforming accessory structures such as sheds, trellises, covered patios, gazebo, fountains, barbecue, outdoor fire place, etc., are not counted towards coverages and disturbed area, unless their combined area exceeds 800 sq. ft., are over 120 sq.ft. in size each (except for trellis) or if there are more than 5 such structures on the property. 101 -17- SPR Rev. July 2019 City of Rolling Hills DATE_________ Z.C. NO. _______ ADDRESS_______________________ CALCULATION OF BUILDING PAD COVERAGE PAD NO. 1 BUILDABLE PAD AREA EXISTING PROPOSED TOTAL AND STRUCTURES BUILDING PAD ________sq.ft. ________sq.ft. ________sq.ft. RESIDENCE ________sq.ft. ________sq.ft. ________sq.ft. GARAGE ________sq.ft. ________sq.ft. ________sq.ft. POOL/SPA ________sq.ft. ________sq.ft. ________sq.ft. POOL EQUIPMENT ________sq.ft. ________sq.ft. ________sq.ft. CABANA/REC.RM ________sq.ft. ________sq.ft. ________sq.ft. GUEST HOUSE ________sq.ft. ________sq.ft. ________sq.ft. STABLE ________sq.ft. ________sq.ft. ________sq.ft. SPORTS COURT ________sq.ft. ________sq.ft. ________sq.ft. SERVICE YARD ________sq.ft. ________sq.ft. ________sq.ft. ATTACHED COVERED PORCHES Primary residence ________sq.ft. ________sq.ft. ________sq.ft. Accessory structures ________sq.ft. ________sq.ft. ________sq.ft. AREA OF ATTACHED COVERED ________sq.ft. ________sq.ft. ________sq.ft. PORCHES THAT EXCEED 10% OF THE SIZE OF RESIDENCE/ACCS. STRUCTURE ENTRYWAY/PORTE COCHERE/ BREEZEWAY ________sq.ft. ________sq.ft. ________sq.ft. ATTACHED TRELLISES ________sq.ft. ________sq.ft. ________sq.ft. ALL DETACHED STRUCTURES ________sq.ft. ________sq.ft. ________sq.ft. (from previous pages) ALL DETACHED STRUCTURES ________sq.ft. ________sq.ft. ________sq.ft. (from previous pages after excluding allowed deductions) OTHER ________sq.ft. ________sq.ft. ________sq.ft. TOTAL STRUCTURES ON PAD NO. 1 ________sq.ft. ________sq.ft. ________sq.ft. % BUILDING PAD COVERAGE ________% ________% ________% TOTAL STRUCTURES ON PAD NO. 1 ________sq.ft. ________sq.ft. ________sq.ft. Excluding attached trellises, excluding. allowed deductions, and including the area of covered porches that exceed 10% of the size of the residence/accessory structures. % BUILDING PAD COVERAGE ________% ________% _________% 102 -18- SPR Rev. July 2019 City of Rolling Hills DATE_________ Z.C. NO. _______ ADDRESS_______________________ CALCULATION OF BUILDING PAD COVERAGE PAD NO. 2 BUILDABLE PAD AREA EXISTING PROPOSED TOTAL AND STRUCTURES BUILDING PAD ________sq.ft. ________sq.ft. ________sq.ft. RESIDENCE ________sq.ft. ________sq.ft. ________sq.ft. GARAGE ________sq.ft. ________sq.ft. ________sq.ft. POOL/SPA ________sq.ft. ________sq.ft. ________sq.ft. POOL EQUIPMENT ________sq.ft. ________sq.ft. ________sq.ft. CABANA/REC.RM ________sq.ft. ________sq.ft. ________sq.ft. GUEST HOUSE ________sq.ft. ________sq.ft. ________sq.ft. STABLE ________sq.ft. ________sq.ft. ________sq.ft. SPORTS COURT ________sq.ft. ________sq.ft. ________sq.ft. SERVICE YARD ________sq.ft. ________sq.ft. ________sq.ft. ATTACHED COVERED PORCHES Primary residence ________sq.ft. ________sq.ft. ________sq.ft. Accessory structures ________sq.ft. ________sq.ft. ________sq.ft. AREA OF ATTACHED COVERED ________sq.ft. ________sq.ft. ________sq.ft. PORCHES THAT EXCEED 10% OF THE SIZE OF RESIDENCE/ACCS. STRUCTURE ENTRYWAY/PORTE COCHERE/ BREEZEWAY ________sq.ft. ________sq.ft. ________sq.ft. ATTACHED TRELLISES ________sq.ft. ________sq.ft. ________sq.ft. ALL DETACHED STRUCTURES (from previous pages) ________sq.ft. ________sq.ft. ________sq.ft. ALL DETACHED STRUCTURES (from previous pages after excluding ________sq.ft. ________sq.ft. ________sq.ft. allowed deductions) OTHER ________sq.ft. ________sq.ft. ________sq.ft. TOTAL STRUCTURES ON PAD NO. 2 ________sq.ft. ________sq.ft. ________sq.ft. % BUILDING PAD COVERAGE ________% ________% _________% TOTAL STRUCTURES ON PAD NO. 2 ________sq.ft. ________sq.ft. ________sq.ft. Excluding attached trellises, excluding allowed deductions, and including the area of covered porches that exceed 10% of the size of the residence/accessory structures. % BUILDING PAD COVERAGE ________% ________% _________% 103 1,104.00 ft 1,088.50 ft 1,101.50 ft 1,106.30 ft 1,104.60 ft 1,102.0 ft 1,101.50 ft 1,104.30 ft 1,104.00 ft Garage 1,089.00 ft North of (P) Residence 4,464 7.0 ft At House Lanai 1,437 88 436 448 3.6 ft 4.0 ft 5.1 ft 30 Lanai 480 5.4 ft 1,775 10.2 ft 185 7.9 ft 7.8 ft 0 0 N/A N/A 0 N/A 975 3,445 967 113 975 4.0 ft 12.0 ft 3.0 ft Outter Edge of Pad Northside of Residence Pad At Driveway Northside of Residence Pad N/A N/A N/A At Lanai; West of Residence Bottom of Driveway Rear of Residence At Residence At Residence 104 -20- SPR Rev. July 2019 City of Rolling Hills DATE______________ZONING CASE NO._____________ADDRESS_____________________ CONCEPTUAL LANDSCAPE PLAN REQUIREMENTS THE FOLLOWING PROPOSED ELEMENTS MUST BE SHOWN ON THE SITE PLAN SUBMITTED WITH PLANNING APPLICATION. A complete landscaping packet, if applicable, subject to Chapter 13.18 of the RHMC shall by submitted prior to obtaining permits. PLANTING AREA 1. NEW AREA(S) TO BE LANDSCAPED _____________sq. ft 2. EXISTING LANDSCAPING TO BE ALTERED (RE- LANDSCAPED) _____________ sq. ft 3. TOTAL LANDSCAPING: NEW AND ALTERED AREAS _____________sq. ft. _________________________________________________________________________________ OTHER LANDSCAPE ELEMENTS 4. CHECK OFF ANY OF THE FOLLOWING ELEMENTS THAT MAY BE PROPOSED, AND SHOW LOCATIONS ON PROJECT SITE PLAN: WATER FEATURE: o GARDEN WALL (less than 3-Ft tall) o SITTING WALL / BENCH o WALKWAY OR PATIO o TRELLIS, CANOPY OR SIMILAR STRUCTURE o 105 -21- SPR Rev. July 2019 City of Rolling Hills DATE______________ZONING CASE NO._____________ADDRESS_____________________ CALCULATION OF DRIVEWAY(S) AND MOTOR COURT(S) COVERAGE; IMPERVIOUS/PERVIOUS SURFACES AND INCLUDING FIRE DEPARTMENT TURN AROUND, IF REQUIRED EXISTING TOTAL PROPOSED TOTAL DRIVEWAY(S) __________s.f. _________s.f TOTAL MOTOR COURT(S) _________s.f. _________s.f & PARKING PAD(S) AREA OF FRONT SETBACK _________s.f. AREA OF SIDE SETBACK _________s.f. AREA OF DRIVEWAY(S) _________s.f. _________s.f IN SIDE SETBACK % OF SIDE SETBACK ________% ________% COVERED BY DRIVEWAY(S) AREA OF MOTOR COURT(S) ________s.f. _________s.f & PARKING PADS IN SIDE SETBACK % OF SIDE SETBACK ________% _________% COVERED BY MOTOR COURT(S) & PARKING PAD(S) AREA OF DRIVEWAY(S) _________s.f. ________s.f. IN FRONT SETBACK % OF FRONT SETBACK ________% ________% COVERED BY DRIVEWAY(S) AREA OF MOTOR COURT(S) _________s.f. _________s.f & PARKING PADS IN FRONT SETBACK % OF FRONT SETBACK ________% ________% COVERED BY MOTOR COURT(S) & PARKING PAD(S) IMPERVIOUS SURFACE __________s.f. _________s.f. PERVIOUS SURFACE __________s.f. __________s.f. 106 107 108 -24- SPR Rev. July 2019 City of Rolling Hills CITY OF ROLLING HILLS ZONING CASE CERTIFIED PROPERTY OWNER'S LIST AFFIDAVIT STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) I, ___________________________________________________, declare under penalty of perjury that the attached list contains the names and addresses of all persons to whom all property is assessed as they appear on the latest available assessment roll of the County within the area described and for a distance of one thousand (1,000) feet from the exterior boundaries of property legally described as: ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ Executed at _______________, California, this _____________day of ______________, 20 ____. ____________________________________ Signature Public:PLANNING MASTERS:City of Rolling Hills Site Plan Review Application rev. 2019.doc 109 -25- SPR Rev. July 2019 City of Rolling Hills GUIDE TO DEVELOPER TECHNICAL INFORMATION FOR PROJECTS IN ROLLING HILLS (MS4 PERMIT) THIS GUIDE PERTAINS TO DEVELOPMENT AND REDEVELOPMENT PROJECT STANDARDS PER THE LOS ANGELES COUNTY MUNICIPAL NPDES PERMIT (MS4 PERMIT), INCLUDING LOW IMPACT DEVELOPMENT REQUIREMENTS (CHAPTER 8.32 OF THE ROLLING HILLS MUNICIPAL CODE). Chapter 8.32 Storm Water Management and Pollution Control Ordinance of the Rolling Hills Municipal Code prescribe the requirements of the Municipal NPDES Permit authorized by the Federal Clean Water Act. The new regulations have replaced the previously required Standard Urban Stormwater Mitigation Plan (SUSMP), but are more restrictive and apply to ALL projects, regardless of size. All projects must implement an effective combination of erosion and sediment control BMPs from the Municipal NPDES Permit to prevent erosion and sediment loss, and the discharge of construction wastes. However, some projects are subject also to the Low Impact Development, (LID), requirements. LID means building or landscape features designed to retain or filter storm water runoff. Developer Technical Information for Projects subject to the requirements of the Storm Water Management Ordinance and LID criteria is posted on the City’s Website at: www.Rolling-Hills.org/index.aspx?nid=95 www.Rolling-Hills.org/DocumentCenter/View/768 www.Rolling-Hills.org/DocumentCenter/View/769 - (P. 2 of Appendix B - Rainfall depth information) Chapter 8.32 of the Rolling Hills Municipal Code is provided as Attachment A to the Technical Information document above. The development community must adhere to these regulations, keep track and provide all the necessary information and documents to the City and/or City’s Building Officials in a timely manner. LID designs, if applicable, must be shown on all plans submitted to the City and be implemented in an approved manner. ALL Development and Redevelopment Projects are subject to the Municipal NPDES Permit, but some are also subject to the LID regulations. In summary, the following single-family residential and accessory structures construction is subject to the new LID regulations, (see Section 8.32.090 and 8.32.095 of Chapter 8.32): 1. Construction of new single family residential homes, equal to one acre or greater of disturbed area and adding more than ten thousand square feet of impervious area (including the house); 2. Single family hillside residential developments or redevelopments; 110 -26- SPR Rev. July 2019 City of Rolling Hills 3. Redevelopment projects which include: (a) Land-disturbing activities which create, add, or replace ten thousand square feet or more of impervious surface area; and (b) Where Redevelopment results in an alteration to more than fifty percent of impervious surfaces of a previously existing development; (c) Where Redevelopment results in an alteration to less than fifty percent of impervious surfaces of a previously existing development, and the existing development was not subject to post-development storm water quality control requirements, only the alteration must be mitigated, and not the entire development. 4. Roadway construction with ten thousand square feet or more of impervious surface area; 5. Any New Development or Redevelopment project located in or directly adjacent to or discharging directly into a Significant Ecological Area, where the development will: (a) Discharge storm water that is likely to impact a sensitive biological species or habitat; and (b) Create two thousand five hundred square feet or more of impervious surface area. The County of Los Angeles Low Impact Development (LID) Standards Manual along with the County’s Stormwater BMP Design and Maintenance Manual should serve as the primary design manual for developers. The attached flow chart contains the general steps for developers to walk through to determine which, if any, section of the Developer Technical Information manual is relevant to their project. In addition, the Developer Planning Checklist form is to be submitted with all applications to the Planning Department. 111 -27- SPR Rev. July 2019 City of Rolling Hills 112 -28- SPR Rev. July 2019 City of Rolling Hills General Project Information Project Address Parcel ID Zoning/Use Code Project Developer Project Owner Owner Phone Owner address Owner email Site acreage Project acreage/disturbed area (may be less than site acreage for redevelopment projects) Existing hydrologically connected1 impervious area (ft2) Planned impervious surface area for the project (ft2) (includes building footprint as well as impervious driveways, patios, sport courts, etc.) Planned hydrologically connected1 impervious surface area for the project (ft2) Planned pervious surface area for the project (ft2) State WDID No. (if subject to Construction General Permit) Runoff Calculations for Project Site 85th percentile, 24-hour storm (inches) Project design storm (inches ) (Greater of 85th percentile, 24-hour storm and 0.75) Storm Water Quality Design volume (ft3) Percent of design storm to be retained on site Biofiltration BMPs being used ? (Yes/No) Biofiltration BMP Treatment Volume (1.5 times the SWQDv not reliably retained on site) If offsite mitigation measures will be used, the following information must be provided Design volume for water quality mitigation treatment BMPs (ft3) If flow-through water quality treatment BMPs are approved, provide the 1-year, 1-hour storm intensity (inches per hour) Percent of design storm volume to be infiltrated at off-site mitigation site Percent of design storm to be treated with biofiltration at off-site retrofit Name/address of off-site mitigation or retrofit sites GIS coordinates for off-site mitigation project BMP Specifications Permanent Structural BMP ID [provide additional columns for BMPs as necessary] BMP A BMP B (if necessary) Structural BMP Type and Description BMP Location on Site (Coordinates) BMP Location Description (or attach map) BMP Design Capture Volume (ft3) *Attach BMP design plans/specs 113 THESE DRAWINGS AND SPECIFICATIONS, AS AN INSTRUMENT OF SERVICE ARE THE PROPERTY OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND SHALL NOT BE COPIED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION GREGORY W GEORGE, LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND/OR THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK L-102.1/Users/gregorygeorge/Library/CloudStorage/Dropbox/#StudioGWG Projects/Lee Residence - 6 Chuckwagon/6 Chuckwagon_01.plnStudio GWG LANDSCAPE ARCHITECTURE ARCHITECTURE PROJECT MANAGEMENT PLANNING for mail: 318 Avenue I, #154 Redondo Beach, California 90277 310.686.5202 studioGWG@gmail.com LA6230 C27-581236, BStudioGWG@gmail.com info@studioGWG.com Illustrative Landscape Plan 4/8/25Lee Residence6 Chuckwagon Road Rolling Hills, CA 90275ASPHASPHASPH10601070103010401050102011001090108010901070 1060 1050 1150 1 1 4 0 1130 1120 1110 1 1 4 0 11301 1 0 0 1 12 0 111010 90 1070 1080 A S P H 10201040105010301060PI PEPI PESPIPEDIRT CONCDECK DIRTASPH C H U C K W A G O N R O A D 108010701080109011001060105010401030L=436.26', R=320.00' Δ=78° 06' 45" D N D N UP U P (P)SEEPAGEPIT(P) SEPTICTANK1070TW 1065BW 1075TW1072BW 1087TW1085BW 1095T W 1090B W 1098T W 1095B W 1101T W 1100B W1090TW1088BW109 5T W 1092B W 1100T W 1098B W1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101 F G 1105R IM 1104F G 1105F S 1101.50T W 1098B W POOLEQ. EXISTING VEGETATION TO REMAIN RHUS / TOYON / CHINESE ELMS CERCIDIUM 'DESERT MUSEUM' PACHYCEREUS SPECIES ALOE ARBORESCENS EUPHORBIA COTINIFOLIA ECHIUM CANDICANS RHUS INTEGRIFOLIA MYOPORUM PARVIFOLIUM STATUE BASE W/ SHORT WALL LANAI PHORMIUM TENAX SPECIES VARIOUS SIZES BARN CORRAL GOLDEN BARREL CACTUS ALOE VERA DYMONDIA N SCALE: 1" = 20' 1 Illustrative Landscape Plan L-102.1 0 10'20'40' 114 THESE DRAWINGS AND SPECIFICATIONS, AS AN INSTRUMENT OF SERVICE ARE THE PROPERTY OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND SHALL NOT BE COPIED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION GREGORY W GEORGE, LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND/OR THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK L-102.2/Users/gregorygeorge/Library/CloudStorage/Dropbox/#StudioGWG Projects/Lee Residence - 6 Chuckwagon/6 Chuckwagon_01.plnStudio GWG LANDSCAPE ARCHITECTURE ARCHITECTURE PROJECT MANAGEMENT PLANNING for mail: 318 Avenue I, #154 Redondo Beach, California 90277 310.686.5202 studioGWG@gmail.com LA6230 C27-581236, BStudioGWG@gmail.com info@studioGWG.com Planting Notes and Details 4/8/25Lee Residence6 Chuckwagon Road Rolling Hills, CA 90275BOTANICAL COMMON WATERCODEQTYSIZE NOTES TREE ALOE SPP.ALOE LowALO SPP 12 5 GAL NOTES EUPHORBIA COTINIFOLIA CARIBBEAN COPPER PLANT ModerateEUP COT 10 24 BOX NOTES PARKINSONIA 'DESERT MUSEUM'DESERT MUSEUM PALO VERDE Very LowPAR DM 21 24 BOX NOTES GROUND COVER ECHINOCACTUS SPP.BARREL CACTUS Very LowECH SPP 92 5 GAL NOTES ECHIUM CANDICANS PRIDE OF MADEIRA LowECH CAN 36 5 GAL NOTES PACHYCEREUS MARGINATUS MEXICAN FENCE POST CACTUS Very LowPAC MAR 36 15 GAL NOTES RHUS INTEGRIFOLIA LEMONADE BERRY Very LowRHU INT TBD 5 GAL NOTES SHRUB DYMONDIA MARGARETAE DYMONDIA LowDYM MAR TBD FLATS NOTES MYOPORUM PARVIFOLIUM MYOPORUM Very LowMYO PAR TBD FLATS NOTES PERENNIAL PHORMIUM TENAX NEW ZEALAND FLAX LowPHO TEN 423 5 GAL NOTES PLANTING LEGEND MWELO Calcs – Residential Ken Lee Landscape 6 Chuckwagon Long Beach Hydrozones Zone number 1 Plant factor Moderate .4 Irrigation type Drip Area in square feet (number only) 40845 Zone Plant Factor Irr.Irr. Eff. ETAF (PF/IE)Area ETAF x Area ETWU Delete 1 .4 Drip 0.81 0.49 40845 s.f.20,014 496,473 TOTALS 40,845 s.f.496,473 gal/yr TOTAL SPECIAL LANDSCAPE AREA 0 s.f. MAWA: 552,947 gal/yr PASS!ETWU: 496,473 gal/yr Long Beach Annual ETo = 39.7 in. Project Name and City Project name Ken Lee Landscape 6 Chuckwagon Choose city (for ETo data) Long Beach Provided by WaterWonk. Contact us: talktome@WaterWonk.us Copyright © 2010 - 2023 WaterWonk. All rights reserved. GENERAL PLANTING NOTES 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 4. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT / DESIGNER AND/OR OWNER PRIOR TO INSTALLATION. 5. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT / DESIGNER OR OWNER'S REPRESENTATIVE IN CONJUNCTION WITH CONCRETE CONTRACTOR AND GENERAL CONTRACTOR. GENERAL CONTRACTOR TO ASSUME ALL LIABILITY FOR ACCURATE PLACEMENT OF TREES. 6. ALL VINE RUNNERS SHALL BE INSTALLED WITH THE NURSERY STAKES REMOVED AND VINE RUNNERS SHALL BE ESPALIERED TO THE ADJACENT WALL OR FENCE. 7. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT TO BE PROVIDED AND PAID FOR BY THE SUBCONTRACTOR. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE LANDSCAPE ARCHITECT / DESIGNER UPON COMPLETION. 8. THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT / DESIGNER PRIOR TO INSTALLATION OF PLANT MATERIALS. (WALLACE LABS, EL SEGUNDO). 9. FOR AREA TO BE LANDSCAPED, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL. AMOUNT PER 1,000 SQUARE FEET 2 CU. YDS. STABILIZED ORGANIC AMENDMENT DERIVED FROM PEAT MOSS, STEER MANURE, OR A COMBINATION WITH REDWOOD SHAVINGS. (SEE SOILS REPORT) 15 LBS. AGRICULTURAL GYPSUM 15 LBS. SOIL SULFUR 15 LBS. 15-15-15 FERTILIZER 10. THE PLANTING PITS FOR BOXED TREES SHALL BE EXCAVATED TWICE THE DIAMETER OF THE ROOTBALL AND NO DEEPER THAN THE ROOTBALL. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL PREPARATION 1 LB./CU.YD. OF MIX 12-12-12 COMMERCIAL FERTILIZER 2 LBS./CU. YD. OF MIX IRON SULFATE 15 LBS./CU. YD. OF MIX AGRICULTURAL GYPSUM 11. THIRTY (30) DAYS AFTER INSTALLATION ALL LANDSCAPE SHALL BE FERTILIZED WITH BEST FERTILIZER COMPANY 16-6-8 OR APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. 12. FOR ALL STAKED TREES, SEE DETAIL 1 13. FOR ALL BOX TREES, SEE DETAIL 14. FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: 1 GALLON SHRUBS 1 5 GALLON SHRUBS AND TREES 3 15 GALLON SHRUBS 4 BOXED TREES 1 PER 4" OF BOX SIZE PLACE TABLETS AT HALF THE DEPTH OF THE ROOTBALL. 15. ALL SHRUB AREAS SHALL BE COVERED WITH MINIMUM 3" SHREDDED BARK MULCH. CITY OF ROLLING HILLS LANDSCAPE NOTES 1. NO LANDSCAPING SHALL BE ALLOWED IN THE RHCA EASEMENT 2. TREES SPECIFIED SHALL NOT GROW HIGHER THAN THE HEIGHT OF THE ROOF RIDGE 3. TREES SHALL BE PLANTED IN LOCATIONS THAT DO NOT HINDER VIEWS FROM ADJACENT LOTS 4. TREES ARE REQUIRED TO BE MAINTAINED TO A HEIGHT NOT TO EXCEED THE ROOF RIDGE AND SO THAT VIEWS FROM ADJACENT LOTS ARE NOT OBSTRUCTED 5. HEDGES ARE NOT ALLOWED 6. ALL PLANTING SHALL COMPLY WITH THE CITY OF ROLLING HILLS LANDSCAPE ORDINANCE GENERAL LANDSCAPE CONSTRUCTION NOTES 1. ALL DIMENSIONS ARE TAKEN FROM CURB FACE, BUILDING FACE OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT / DESIGNER PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 3. FOR SITE GRADING SEE ENGINEERING PLANS OR REFERENCE LANDSCAPE PLANS FOR ONSITE DETERMINATION. WATER SHALL GRAVITY DRAIN TO STREET BY SURFACE AND SUBSURFACE DRAIN SYSTEM. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 5. CONTRACTOR SHALL VERIFY LOCATION, QUANTITY AND INSTALL SLEEVES FOR IRRIGATION, LIGHTING, DRAINS AND UTILITY CONDUITS PRIOR TO CONCRETE. 6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM BUILDING CODE. 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT / DESIGNER. 8. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT / DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. 9. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS. 10. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 11. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, LANDSCAPE ARCHITECT / DESIGNER AND THE APPLICABLE GOVERNING CODE AUTHORITY. GENERAL HARDSCAPE / GRADING NOTES 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY LANDSCAPE ARCHITECT / DESIGNER PRIOR TO START OF GRADING WORK. 2. ALL DRAIN LINES TO DRAIN AT 1% MINIMUM WITH SMOOTH CONTINUOUS FALL. 3. ALL TOP SURFACES OF STEP TREADS TO SLOPE AT 1% FOR DRAINAGE. 4. ALL PLANTED AREAS TO SLOPE TO CATCH BASINS AT 1-1/2% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 5. ALL EXISTING GRADES SHOWN PER SURVEY. 6. ALL PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 7. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET ALL LOCAL AND COUNTY REQUIREMENTS. 8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE ENGINEER. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON ANY DISCREPANCIES. 9. CONTRACTOR SHALL VERIFY PROPOSED DRAINAGE INVERTS 10. DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB 1" ABOVE FLOW LINE. EXACT INVERT TO BE VERIFIED IN FIELD. 11. ALL FINISH GRADES IN PLANTED AREAS SHALL BE 1-1/2" BELOW ADJACENT PAVING SURFACE UNLESS NOTED OTHERWISE. 12. ALL FLASH WALLS SHALL FOLLOW FINISH GRADE. 13. FINAL GRADING AND DRAINAGE PER ENGINEERING PLANS. GENERAL LIGHTING NOTES 1. CONTRACTOR SHALL STUB OUT ELECTRICAL CONDUIT TO SPECIMEN TREES AFTER TREE PLANTING. ALL FIXTURES SHALL BE MOUNTED AFTER INSTALLATION OF SPECIMEN TREES. EXACT LOCATION OF FIXTURE SUBJECT TO CHANGE DUE TO TREE LOCATION. 2. LIGHTS MAY NEED TO BE LOCATED ON DIFFERENT CIRCUITS ACCORDING TO USE AREAS AND TYPE OF LIGHT. 3. ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 5. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT UNIFORM BUILDING CODES, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS. 6. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT / DESIGNER DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 7. ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR LOCATIONS AND QUANTITIES REQUIRED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 8. ALL CIRCUITS TO BE CONTROLLED BY DIMMER/ SWITCH ZONES TO BE DETERMINED 9. SPECIFY TRANSFORMERS @ 300 WATTS -MAX WATTAGE PER CIRCUIT TO BE 220 WATTS FOR ROOM FOR EXPANSION. 9. ALL WIRES TO BE HOME RUN TO A DIRECT BURIAL BOX PER CIRCUIT. 10. NO SPLICES IN THE MIDDLE OF A RUN. 11. ALL RUNS TO LIGHT GROUPS SHALL BE PLACED IN CONDUIT. 12. CONTRACTOR TO PROVIDE ALL LINE VOLTAGE FOR ELECTRICAL 13. CONTRACTOR TO PROVIDE SWITCH AND POWER TO LANDSCAPE POST @ TRANSFORMER FOR EXTERNAL LOW VOLTAGE LANDSCAPE LIGHTING 14. CONTRACTOR TO PROVIDE POWER TO FIREPLACE AND BBQ I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS. SIGNATURE: DATE: APRIL 7TH, 2025 115 THESE DRAWINGS AND SPECIFICATIONS, AS AN INSTRUMENT OF SERVICE ARE THE PROPERTY OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND SHALL NOT BE COPIED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION GREGORY W GEORGE, LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND/OR THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK L-102.3/Users/gregorygeorge/Library/CloudStorage/Dropbox/#StudioGWG Projects/Lee Residence - 6 Chuckwagon/6 Chuckwagon_01.plnStudio GWG LANDSCAPE ARCHITECTURE ARCHITECTURE PROJECT MANAGEMENT PLANNING for mail: 318 Avenue I, #154 Redondo Beach, California 90277 310.686.5202 studioGWG@gmail.com LA6230 C27-581236, BStudioGWG@gmail.com info@studioGWG.com Planting and Lighting Plan 4/8/25Lee Residence6 Chuckwagon Road Rolling Hills, CA 90275ASPHASPHASPH1060107010301040105011001090108010901070 1060 1050 1150 1 1 4 0 1130 1120 1110 1 1 4 0 11301 1 0 0 1 12 0 111010 90 1070 1080 PI PEPI PESPIPEDIRT CONCDECK DIRTASPH C H U C K W A G O N R O A D 108010701080109011001060105010401030L=436.26', R=320.00' Δ=78° 06' 45" D N D N UP U P (P)SEEPAGEPIT(P) SEPTICTANK1070TW 1065BW 1075TW1072BW 1087TW1085BW 1095T W 1090B W 1098T W 1095B W 1101T W 1100B W1090TW1088BW109 5T W 1092B W 1100T W 1098B W1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101 F G 1105R IM 1104F G 1105F S 1101.50T W 1098B W LANDSCAPE LIGHTING LEGEND PATH LIGHTS X QTY: X X X QTY: X X X QTY: 2 X UPLIGHTS X QTY: X X DOWNLIGHTS X QTY: X X RECESSED LIGHT QTY: X X WALL SCONCE X QTY: X X X QTY: X X POOL LIGHT X QTY: X X BARN CORRAL BOTANICAL COMMON WATERCODEQTYSIZE NOTES TREE ALOE SPP.ALOE LowALO SPP 12 5 GAL NOTES EUPHORBIA COTINIFOLIA CARIBBEAN COPPER PLANT ModerateEUP COT 10 24 BOX NOTES PARKINSONIA 'DESERT MUSEUM'DESERT MUSEUM PALO VERDE Very LowPAR DM 21 24 BOX NOTES GROUND COVER ECHINOCACTUS SPP.BARREL CACTUS Very LowECH SPP 92 5 GAL NOTES ECHIUM CANDICANS PRIDE OF MADEIRA LowECH CAN 36 5 GAL NOTES PACHYCEREUS MARGINATUS MEXICAN FENCE POST CACTUS Very LowPAC MAR 36 15 GAL NOTES RHUS INTEGRIFOLIA LEMONADE BERRY Very LowRHU INT TBD 5 GAL NOTES SHRUB DYMONDIA MARGARETAE DYMONDIA LowDYM MAR TBD FLATS NOTES MYOPORUM PARVIFOLIUM MYOPORUM Very LowMYO PAR TBD FLATS NOTES PERENNIAL PHORMIUM TENAX NEW ZEALAND FLAX LowPHO TEN 423 5 GAL NOTES PLANTING LEGEND N SCALE: 1" = 20' 1 Planting and Lighting Plan L-102.3 0 10'20'40' 116 THESE DRAWINGS AND SPECIFICATIONS, AS AN INSTRUMENT OF SERVICE ARE THE PROPERTY OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND SHALL NOT BE COPIED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION GREGORY W GEORGE, LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND/OR THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK L-102.4/Users/gregorygeorge/Library/CloudStorage/Dropbox/#StudioGWG Projects/Lee Residence - 6 Chuckwagon/6 Chuckwagon_01.plnStudio GWG LANDSCAPE ARCHITECTURE ARCHITECTURE PROJECT MANAGEMENT PLANNING for mail: 318 Avenue I, #154 Redondo Beach, California 90277 310.686.5202 studioGWG@gmail.com LA6230 C27-581236, BStudioGWG@gmail.com info@studioGWG.com Irrigation Plan 4/8/25Lee Residence6 Chuckwagon Road Rolling Hills, CA 90275ASPHASPHASPH1060107010301040105011001090108010901070 1060 1050 1150 1 1 4 0 1130 1120 1110 1 1 4 0 11301 1 0 0 1 12 0 111010 90 1070 1080 PI PEPI PESPIPEDIRT CONCDECK DIRTASPH C H U C K W A G O N R O A D 108010701080109011001060105010401030L=436.26', R=320.00' Δ=78° 06' 45" D N D N UP U P (P)SEEPAGEPIT(P) SEPTICTANK1070TW 1065BW 1075TW1072BW 1087TW1085BW 1095T W 1090B W 1098T W 1095B W 1101T W 1100B W1090TW1088BW109 5T W 1092B W 1100T W 1098B W1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101 F G 1105R IM 1104F G 1105F S 1101.50T W 1098B W BARN CORRAL ASPHASPHASPH1060107010301040105011001090108010901070 1060 1050 1150 1 1 4 0 1130 1120 1110 1 1 4 0 11301 1 0 0 1 12 0 111010 90 1070 1080 PI PEPI PESPIPEDIRT CONCDECK DIRTASPH C H U C K W A G O N R O A D 108010701080109011001060105010401030L=436.26', R=320.00' Δ=78° 06' 45" D N D N UP U P (P)SEEPAGEPIT(P) SEPTICTANK1070TW 1065BW 1075TW1072BW 1087TW1085BW 1095T W 1090B W 1098T W 1095B W 1101T W 1100B W1090TW1088BW109 5T W 1092B W 1100T W 1098B W1064TW1060BW1066TW1065BW1065TW1063BW1098FG1105RIM1101 F G 1105R IM 1104F G 1105F S 1101.50T W 1098B W 20'-0" MAXIMUM 50'-0" MAXIMUM 30'30' 18" TYP 1" PVC SCHEDULE 40 LOOP WHERE POSSIBLE TO EVEN OUT WATER FLOW NETAFIM 0.6 GALLON PER HOUR EMITTER TUBING 12-18" OC 1" PVC SCHEDULE 40 LOOP WHERE POSSIBLE TO EVEN OUT WATER FLOW NETAFIM 0.6 GALLON PER HOUR EMITTER TUBING 12-18" OC POC WATER METER ASSUMED LOCATION 2" CWS VERIFY TO WATER PURVEYOR TREE BOX NETAFIM 0.6 GALLON PER HOUR EMITTER TUBING 12-18" OC TEE 4W 4W IRRIGATION LEGEND & SPECIFICATIONS SYMBOLS 1-1/2" SCH 40 PVC LOOPED MAINLINE BACK FLOW ASSEMBLY PROVIDE 1 1/2" BRASS RISERS PRECEDED BY NIBCO T-113 GATE VALVE SIZED 1-1/2" 1-1/2" FEBCO 825YA W/ BRASS ISOLATION VALVES PROVIDE SECURITY ENCLOSURE WITH CONCRETE BASE INSTALL PER MANUFACTURERS GUIDELINES Hunter PCZ-101-40 1" VALVE 1" HQ44AW QUICK COUPLING VALVE W/ LOCKING VALVE COVER BOX HUNTER ICC2 CONTROLLER W/ RAIN SENSOR MINIMUM 12 STATIONS - VERIFY W/ OWNER PROVIDE 110v POWER SUPPLY - HARDWIRE LOCATE FOR EASE OF ACCESS - VERIFY LOCATION W/ OWNER PROVIDE: HUNTER FLOW-CLIK, FLOW SENSOR; HUNTER RAIN-CLIK, RAIN SENSOR; HUNTER SOLAR SYNC - ET SENSOR AND MODULE PROVIDE TRIPLE LINES OF DRIP TUBING OF EMITTERS AROUND TREE DRIPLINE POINT OF CONNECTION VERIFY TO BUILDING PLANS C 01 (VALVE #) NETAFIM TUBING .6 GALLON PER HOUR EMITTER TYPICAL DRIP IRRIGATION INSTALLATION DIAGRAMS VALVE VALVE CONSULT AND VERIFY DISTANCES FROM NETAFIM CATALOGUE 01 02 03 14 04 05 06 07 08 09 10 11 13 12 ZONE 01 2,900 SF ZONE 02 2,800 SF ZONE 03 2,500 SF ZONE 04 3,000 SF ZONE 05 3,400 SF ZONE 06 2,800 SF ZONE 07 1,900 SF ZONE 08 2,200 SF ZONE 09 2,500 SF ZONE 10 2,700 SF ZONE 11 2,600 SF ZONE 12 1,500 SF ZONE 13 1,300 SF ZONE 14 1,600 SF ZONE 15 1,100 SF ZONE 16 900 SF ZONE 17 700 SF ZONE 18 FOR POTS ZONE 19 FOR POTS 15 16 17 18 19 ZONES 1-14, 1-1/4" ZONES 15-17, 1" ZONES 18,19, 1" 1-1/2" PVC MAINLINE 85 PSI - ASSUMED PROVIDING 35 GPM 35X60 = 2100 GPH 2,100/.6 = 3,500 SF MAX EMITTER PER STATION VALVE TOTAL 36,400 SF N SCALE: 1" = 20' 1 Irrigation Plan L-102.4 0 10'20'40' 117 THESE DRAWINGS AND SPECIFICATIONS, AS AN INSTRUMENT OF SERVICE ARE THE PROPERTY OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND SHALL NOT BE COPIED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION GREGORY W GEORGE, LANDSCAPE ARCHITECT. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF GREGORY W GEORGE, LANDSCAPE ARCHITECT, AND/OR THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK L-102.5/Users/gregorygeorge/Library/CloudStorage/Dropbox/#StudioGWG Projects/Lee Residence - 6 Chuckwagon/6 Chuckwagon_01.plnStudio GWG LANDSCAPE ARCHITECTURE ARCHITECTURE PROJECT MANAGEMENT PLANNING for mail: 318 Avenue I, #154 Redondo Beach, California 90277 310.686.5202 studioGWG@gmail.com LA6230 C27-581236, BStudioGWG@gmail.com info@studioGWG.com Irrigation Notes & Details 4/8/25Lee Residence6 Chuckwagon Road Rolling Hills, CA 90275SCALE: 1' = 1'-0" 3 DRIP TUBING SCHEMATIC L-102.5 SCALE: 1' = 1'-0" 2 IRRIGATION CONTROLLER L-102.5 SCALE: 1' = 1'-0" 1 IN-GROUND VALVE INSTALLATION L-102.5 GENERAL IRRIGATION NOTES 1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. 5. FINAL LOCATION OF THE BACKFLOW PREVENTER AND AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, AND UNDER PAVING, ETC. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF _____ PSI AND A MAXIMUM FLOW DEMAND OF _____ GPM. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 12. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 15. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT / DESIGNER 24 HOURS PRIOR TO REFILLING TRENCHES WITH MAINLINES FOR PRESSURE TEST. 16. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT / DESIGNER 24 HOURS PRIOR TO PLANTING TO VERIFY COMPLETED SYSTEM AND ACCURATE AND APPROPRIATE COVERAGE OF IRRIGATION OVER PLANTING AREAS. 118 RESOLUTION NO. 2025-XX ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LOT 29- A-EF) (LEE) THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES HEREBY FIND, RESOLVE, AND ORDER AS FOLLOWS: Section 1. On May 16, 2024, an application was duly filed by Jeff Browning, SAA Interiors & Architects (“Applicant”), on behalf of the property owner, Ken Lee, with respect to real property located at 6 Chuckwagon Road, Rolling Hills (LOT 29-A-EF) requesting: Site Plan Review for construction, non-exempt grading, stable access, walls exceeding a height of 3 feet and 2.5 average (up to maximum height of 5 feet) and other improvements; Conditional Use Permits for a detached accessory structure greater than 200 square feet, stable greater than 200 square feet; and variances for construction in the front yard setback and site disturbance of more than 40 percent. Section 2. The lot is irregularly shaped having an expansive curved frontage on Chuckwagon Road. The net lot area is 1.66 acres (72,510 square feet), which excludes roadway easements and ten feet along property lines. Chuckwagon Road has a 60-foot-wide roadway easement. The property is developed presently with a 3,086 square-foot single-level residence built in 1960. Section 3. The Planning Commission conducted duly noticed public hearings to consider the application at a field trip meeting and regular meeting on April 15, 2025. Planning Commission conducted duly noticed public hearings to consider the application. Neighbors within a 1,000-foot radius were notified of the public hearings and a notice was published in the Daily Breeze on April 4, 2025. The applicants were notified of the public hearings in writing by first class mail and the applicants were in attendance at the hearings. Section 4. The Project is exempt from the California Environmental Quality Act (CEQA) Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures), which exempts the construction and location of a limited number of new, small facilities or structures, including accessory structures, including but not limited to garages, carports, patios, swimming pools and fences. Here, the proposed Project includes a new residence, retaining walls, driveway, stable/corral set aside areas, 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 119 2 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) significant effect on the environment due to unusual circumstances. Much of the site has already been graded and developed. Section 5. Site Plan Review. Site Plan Review is required for construction of any new building or structure pursuant to Rolling Hills Municipal Code (RHMC) Section 17.46.020(A). The Project is for construction, non-exempt grading, stable access, walls exceeding a height of 3 feet and 2.5 average (up to maximum height of 5 feet) and other improvements. With respect to the Site Plan Review for the development, the Planning Commission hereby makes the following findings: A. The Project complies with and is consistent with the goals and policies of the General Plan and all requirements of the zoning ordinance. The proposed development is compatible with the General Plan and Zoning ordinance. The proposed structures comply with the General Plan requirement of low profile, low-density residential development with sufficient open space between surrounding structures. The development is located on the existing building pad, which will reduce the visual impact from neighboring properties. The Project conforms to Zoning Code lot coverage requirements. The net lot area of the lot is 72,510 square feet (1.66 acres) per RHMC Section 17.16.060(A). The structural net lot coverage is proposed at 12,092 square feet or 16.6% (20% max. permitted) excluding exempt structures; and the total lot coverage proposed, including flatwork, would be 23,952 square feet or 33% (35% max. permitted). The disturbed area is 36,890 square feet or 50.9% (40% max permitted provided that no more than fifty percent of the slopes resulting from the grading are greater (steeper) than 3:1, or three units horizontal (run) to one unit vertical (rise). B. The project substantially preserves the natural and undeveloped state of the lot by minimizing building coverage. Lot coverage requirements are regarded as maximums, and the actual amount of lot coverage permitted depends upon the existing buildable area of the lot. The topography and the configuration of the lot have been considered, and the project will not adversely affect or be materially detrimental to adjacent uses, buildings, or structures; the project will be on an existing building pad which enables project elements to be the least intrusive to surrounding properties. Further, the project will be a sufficient distance from nearby residences so views and privacy of surrounding neighbors will not be impacted. The lot has an existing building pad which is disturbed with the remaining area either landscaped or left in a natural state. The new residence will be sited generally within the building footprint of the previous residential structure. Additionally, the retaining walls are located in a manner that are the least visually intrusive to the property and its neighbors. C. The project is harmonious in scale and mass with the site, the natural terrain and surrounding residences. The proposed development, as conditioned, is harmonious in scale and mass with the site, and is consistent with the scale of the neighborhood when compared to new residences in 120 3 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) the vicinity of said lot. The development plan takes into consideration the visibility of the project primarily from Chuckwagon Road. 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 vegetation, mature trees, drainage courses and land forms (such as hillsides and knolls). The Project will be located on an existing building pad. Additionally, there will be no significant changes to the overall drainage features on the lot. The project minimizes the need for import/export of soil by balancing cut and fill as much as possible, reducing major alterations to the natural landform. The property will also be landscaped in accordance with the approved landscape plan. E. Grading has been designed to follow natural contours of the site and to minimize the amount of grading required to create the building area. The cut and fill quantities are relatively balanced, reducing the need for excessive soil import/export, which indicates that the design works with the land rather than requiring significant reconfiguration. F. Grading will not modify existing drainage channels nor redirect drainage flow, unless such flow is redirected into an existing drainage course. The grading plan ensures that existing drainage channels remain intact, with modifications only occurring where necessary to direct flow into pre-established drainage courses. G. The project preserves surrounding native vegetation and mature trees and supplements these elements with drought-tolerant landscaping which is compatible with and enhances the rural character of the community, and landscaping provides a buffer or transition area between private and public areas. Surrounding native vegetation and mature trees will not be affected or will be replaced. New vegetation will be installed in accordance with the approved landscape plan. The development will be considerate of the environment and will enhance the rural character of the community. As such, the rural character of the community is maintained and privacy is maintained with neighbors. H. The project is sensitive and not detrimental to the convenience and safety of circulation for pedestrians and vehicles. There are no changes to the existing circulation patterns for pedestrians or vehicles. The driveway will be widened and motor court enlarged to provide better vehicular circulation and more off-street parking. I. The project conforms to the requirements of the California Environmental Quality Act (CEQA). 121 4 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) 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 a new stable, corral, recreational game court, and guest house. 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. Much of the site has already been graded and developed. Section 6. Conditional Use Permit Findings. RHMC Section 17.16.040(A)(3,5-7) require a Conditional Use Permit for a detached accessory structure greater than 200 square feet and stable greater than 200 square feet. A stable over 200 square feet is subject to the requirements in Section 17.18.060; and an accessory structure (detached solid covered patio) over 200 square feet is subject to the requirements in Section 17.18.090. The Applicant is proposing a new 650 square foot solid covered free-standing patio and a set aside area for a 400 square-foot stable. Given the foregoing, in accordance with RHMC Section 17.42.050, the Planning Commission makes the following findings: A. That the proposed conditional use is consistent with the General Plan. The granting of a Conditional Use Permit for the proposed uses is consistent with the purposes and objectives of the Zoning Ordinance and General Plan because the use is consistent with similar uses in the community, and meets all the applicable code development standards for such use. The Project is compatible with existing land uses as other properties in the same zone have such accessory uses. The Project is consistent with Open Space and Conservation Element Goal 2, which aims for expanded opportunities for outdoor recreation. B. That the nature, condition and development of adjacent uses, buildings and structures have been considered, and that the use will not adversely affect or be materially detrimental to these adjacent uses, building or structures. The nature, condition, and development of adjacent structures have been considered, and the Project will not adversely affect or be materially detrimental to these adjacent uses, buildings, or structures because the proposed uses are located on a developed property with sufficient proximity to neighboring buildings and structures. C. That the site for the proposed conditional use is of adequate size and shape to accommodate the uses and buildings proposed. The proposed conditional uses comply with all applicable development standards in the RAS-1 Zone. The net lot area is 72,510 square feet and is adequate to support the proposed uses. The property is developed and adequate in size and shape to accommodate the proposed uses and buildings. 122 5 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) D. That the proposed conditional use complies with all applicable development standards of the zone district. The proposed conditional uses comply with all applicable development standards of the RAS-1 Zone, with exception to the variances requested herein. The proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities. That the proposed uses are consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities because the Project site is not listed on the current State of California Hazardous Waste and Substances Sites List. E. That the proposed use is consistent with the portions of the Los Angeles County Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities. Granting the proposed conditional use for the project will be consistent with the applicable portions of the Los Angeles County Hazardous Waste Management Plan related to siting criteria for hazardous waste facilities. The project site is not listed on the current State of California Hazardous Waste and Substances Sites List. The proposed project would not constitute a hazardous waste facility. F. That the proposed conditional use observes the spirit and intent of this title. The proposed project allows the Applicant the ability to enjoy rights enjoyed by other residents in the City. The proposed uses are consistent with the residential character of the City. Section 7. Variance Findings. Section 17.38.050 sets forth the required findings for granting Variances for a portion of the proposed project to be constructed in the front and rear yard setbacks for the stable and corral set aside areas. Section 17.16.040(A)(3, 5-7) permits conditional uses subject to certain requirements. The applicant is seeking relief from the Section 17.16.070(B) with regard to the amount of grading disturbance area. With respect to this request for Variances, the Planning Commission finds as follows: 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. Unlike most properties in the RAS-1 Zone, the subject property is constrained by mostly unbuildable steep terrain and a limited building pad area. The proposed project would encroach into the required front and rear yard setbacks; however, these areas are already developed and disturbed. The future stable and corral would encroach into the front and rear yard setbacks due to the narrowness of the site caused by the roadway easement. The stable and corral would be accessed of the main driveway at Chuckwagon Road an then diverted onto the road that leads to this set aside area. 123 6 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) 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. The applicant is requesting a variance from the Code to deviate by 11% for grading disturbance area beyond what is permitted for this project. Since this increase is minimal, its impact is insignificant given the property's constraints. The proposed stable and corral are situated in an area that minimizes further site disturbance. Additionally, the encroachments into the front yard setbacks with the stable and corral have been strategically placed to maximize usable space while minimizing intrusion. As a result, encroachment into both the front and rear yard setbacks is necessary. Therefore, the variance requests are essential to ensure the applicant can enjoy property rights consistent with those of neighboring properties within the same zone. 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 a variance for encroachment into the front and rear yard setbacks will not be detrimental to the public welfare and will not be injurious to properties in the vicinity because the encroachments into the front yard setbacks have been strategically placed to maximize usable space while minimizing intrusion. Further, the project will improve the appearance of the property by placing buildings of larger mass away from the residence. Landscaping will be provided to screen structures from Chuckwagon Road. D. That in granting the variance, the spirit and intent of this title will be observed. The granting of the variance will allow for a development that is harmonious in scale and mass with the site, the proposed project is visually harmonious with adjacent properties and in scale with adjacent residential development. E. That the variance does not grant special privilege to the applicant. The variance does not provide any special privileges to the applicant; the proposed project is a like-for-like development that largely maintains the siting and size of the previous building footprint. The project, together with the variance, will be compatible with the objectives, policies, general land uses, and programs specified in the General Plan. F. That the variance is consistent with the portions of the County of Los Angeles Hazardous Waste Management Plan relating to siting and siting criteria for hazardous waste facilities. Granting 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 124 7 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) Hazardous Waste and Substances Sites List. The proposed project would not constitute a hazardous waste facility. G. That the variance request is consistent with the General Plan of the City of Rolling Hills. Approvals granting the variance to allow encroachments into the front and rear yard setbacks will be consistent with the General Plan of the City of Rolling Hills, which encourages residential uses. Section 8. Based upon the foregoing findings, and the evidence in the record, the Planning Commission hereby approves Zoning Case No. 24-043 subject to the following conditions: A. Approval for the Site Plan Review, Conditional Use Permits, and Variances shall expire within two years from the effective date of approval as defined in RHMC Section 17.38.070 of the Zoning Ordinance unless otherwise extended pursuant to the requirements of this section. B. If any condition of this resolution is violated, the entitlement granted by this resolution shall be suspended and the privileges granted hereunder shall lapse and upon receipt of written notice from the City, all construction work being performed on the subject property shall immediately cease, other than work determined by the City Manager or his/her designee required to cure the violation. The suspension and stop work order will be lifted once the Applicant cures the violation to the satisfaction of the City Manager or his/her designee. In the event that the Applicant disputes the City Manager or his/her designee’s determination that a violation exists or disputes how the violation must be cured, the Applicant may request a hearing before the City Council. The hearing shall be scheduled at the next regular meeting of the City Council for which the agenda has not yet been posted; the Applicant shall be provided written notice of the hearing. The stop work order shall remain in effect during the pendency of the hearing. The City Council shall make a determination as to whether a violation of this Resolution has occurred. If the Council determines that a violation has not occurred or has been cured by the time of the hearing, the Council will lift the suspension and the stop work order. If the Council determines that a violation has occurred and has not yet been cured, the Council shall provide the Applicant with a deadline to cure the violation; no construction work shall be performed on the property until and unless the violation is cured by the deadline, other than work designated by the Council to accomplish the cure. If the violation is not cured by the deadline, the Council may either extend the deadline at the Applicant’s request or schedule a hearing for the revocation of the entitlements granted by this Resolution pursuant to Chapter 17.58 of the Rolling Hills Municipal Code (RHMC). C. All requirements of the Building and Construction Ordinance, the Zoning ordinance, and of the zone in which the subject property is located must be complied with unless otherwise a variance to such requirement has been approved. 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 April 15, 2025, except as 125 8 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) otherwise provided in these conditions. The working drawings submitted to the Department of Building and Safety for plan check review shall conform to the approved development plan. All conditions of the Site Plan Review, Conditional Use Permits, and Variance approvals shall be incorporated into the building permit working drawings, and where applicable complied with prior to issuance of a grading or building permit from the building department. The conditions of approval of this Resolution shall be printed onto a separate sheet and included in the building plans submitted to the Building Department for review and shall be kept on site at all times. Any proposed modifications and/or changes to the approved project, including resulting from field conditions, shall be discussed with staff so that staff can determine whether the modification is minor or major in nature. Minor modifications are subject to approval by the City Manager or his or her designee. Major modifications are subject to approval by the Planning Commissioner after a public hearing. Applicant shall not implement modifications or changes to the approved project without the appropriate approval from the City Manager or designee or the Planning Commission, as required. E. Prior to submittal of final working drawings to Building and Safety Department for issuance of building and grading permits, the plans for the project shall be submitted to City staff for verification that the final plans are in compliance with the plans approved by the Planning Commission. F. A licensed professional preparing construction plans for this project for Building Department review shall execute a Certificate affirming that the plans conform in all respects to this Resolution approving this project and all of the conditions set forth herein and the City’s Building Code and Zoning Ordinance. Further, the person obtaining a building and/or grading permit for this project shall execute a Certificate of Construction stating that the project will be constructed according to this Resolution and any plans approved therewith. G. Structural lot coverage of the lot shall not exceed 21,737 square feet or 14.3% of the net lot area (20% maximum). The flatwork coverage is 12,092 square feet or 16.6%. The total lot coverage proposed, including structures and flatwork, shall not exceed 23,952 square feet or 33% (35% maximum). H. The lot is already developed and the total disturbed area will be 36,890 square feet or 50.9% (maximum 50% permitted provided that no more than fifty percent of the slopes resulting from the grading are greater (steeper) than 3:1, or three units horizontal (run) to one unit vertical (rise). Grading for this project shall not exceed 4,464 cubic yards of cut and 3,445 cubic yards of fill for a total of 7,909 cubic yards with 1,019 cubic yard being exempt export. I. The total proposed building pad net coverage for the residential main pad is 13,760 square feet or 19%, which meets the 30% maximum guideline. 126 9 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) J. A driveway access shall be provided per the Fire Department requirements and the driveway shall be roughened and the first 20 feet of the driveway shall not exceed 7% in slope. K. Access to the stable and to the corral shall be decomposed granite or 100% pervious roughened material; it shall not be wider than 12 feet. L. A minimum of five-foot level path and/or walkway, which does not have to be paved, shall be provided around the entire perimeter of all of the proposed structures or as otherwise required by the Fire Department. M. The applicant shall comply with all requirements of the Low Impact Development requirements for storm water management on site (RHMC Chapter 8.32). N. Hydrology, soils, geology and other reports, as required by the Building and Public Works Departments, and as may be required by the Building Official, shall be prepared. O. Prior to issuance of a final construction approval of the project, all graded slopes shall be landscaped. Prior to issuance of building permit, the landscaping plan shall meet the requirements of the City, shall be submitted to the City in conformance with Fire Department Fuel Modification requirements, and shall be approved by the City’s landscape consultant. P. The project shall be landscaped, and continually maintained in substantial conformance with the landscaping plan on file approved by the City’s landscape consultant. A detailed landscaping plan shall provide that any trees and shrubs used in the landscaping scheme for this project shall be planted in a way that screens the project development from adjacent streets and neighbors, such that shrubs and trees as they mature do not grow into a hedge or impede any neighbors’ views and the plan shall provide that all landscaping be maintained at a height no higher than the roof line of the nearest project structure. In addition, the landscaping plan shall provide for screening of development with vegetation not to exceed 10 feet in height, and that the vegetation used for screening shall be planted in an off-set manner, so as to prevent it, as it grows from forming a solid hedge. The landscaping plan shall utilize to the maximum extent feasible, plants that are native to the area, are water-wise and are consistent with the rural character of the community. Plants listed as high hazardous plants under RHMC Section 8.30.015 are prohibited. Q. The applicant shall submit a landscaping performance bond or other financial obligation, to be kept on deposit by the City, in the amount of the planting plus irrigation plus 15%. The bond shall be released no sooner than two years after completion of all plantings, subject to a City staff determination that the plantings required for the project are in substantial conformance with approved plans and are in good condition. A Certificate of Completion shall be submitted by the project designer or contractor prior to final landscape installation inspection. R. The landscaping shall be subject to the requirements of the City’s Water Efficient Landscape Ordinance, (Chapter 13.18 of the RHMC). 127 10 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) S. Pursuant to Chapter 8.30 of the RHMC, the property shall at all times be maintained free of dead trees and vegetation. T. The setback lines and roadway easement lines in the vicinity of the construction for this project shall remain staked throughout the construction. A construction fence may be required. U. Perimeter easements, including roadway easements and trails, if any, shall remain free and clear of any improvements to advance equestrian use and emergency preparedness for evacuation within the City. Where RHCA has demonstrated authority over the easement, the City’s Planning Director may grant relief from this condition upon satisfactory proof of permission from RHCA and a legitimate showing that there is no need for the condition to advance equestrian uses and emergency preparedness. V. Minimum of 65% of any construction materials must be recycled or diverted from landfills. The hauler of the materials shall obtain City’s Construction and Demolition permits for waste hauling prior to start of work and provide proper documentation to the City. W. During construction, conformance with the air quality management district requirements, storm water pollution prevention practices, county and local ordinances and engineering practices so that people or property are not exposed to undue vehicle trips, noise, dust, objectionable odors, landslides, mudflows, erosion, or land subsidence shall be required. X. During construction, to the extent feasible, all parking shall take place on the project site, on the new driveway and, if necessary, any overflow parking may take place within the unimproved roadway easements along adjacent streets, and shall not obstruct neighboring driveways, visibility at intersections or pedestrian and equestrian passage. During construction, to the maximum extent feasible, employees of the contractor shall car-pool into the City. To the extent feasible, a minimum of 4’ wide path, from the edge of the roadway pavement, for pedestrian and equestrian passage shall be available and be clear of vehicles, construction materials and equipment at all times. Y. During construction, the property owners shall be required to schedule and regulate construction and relate traffic noise throughout the day between the hours of 7 AM and 6 PM, Monday through Saturday only, when construction and mechanical equipment noise is permitted, so as not to interfere with the quiet residential environment of the City of Rolling Hills. Z. Prior to demolition of the existing structures, an investigation shall be conducted for the presence of hazardous chemicals, lead-based paints or products, mercury and asbestos- containing materials (ACMs). If hazardous chemicals, lead-based paints or products, mercury or ACMs are identified, remediation shall be undertaken in compliance with California environmental regulations and policies. AA. The property owner and/or his/her contractor/applicant shall be responsible for compliance with the no-smokin g provisions in the Municipal Code. The contractor shall not use tools that could produce a spark, including for clearing and grubbing, during red flag warning 128 11 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) conditions. Weather conditions can be found at: http://www.wrh.noaa.gov/lox/main.php?suite=safety&page=hazard_definitions#FIRE. It is the sole responsibility of the property owner and/or his/her contractor to monitor the red flag warning conditions. AB. Development shall drain in accordance with the approved grading and drainage plan. Drainage dissipaters shall be constructed outside of any easements. The drainage system shall be approved by the Department of Building and Safety. If an above ground swale and/or dissipater is required, it shall be designed in such a manner as not to cross over any equestrian trails or discharge water onto a trail, shall be stained in an earth tone color, and shall be screened from any trail, road and neighbors’ view to the maximum extent practicable, without impairing the function of the drainage system. AC. During construction, dust control measures shall be used to stabilize the soil from wind erosion and reduce dust and objectionable odors generated by construction activities in accordance with South Coast Air Quality Management District, Los Angeles County and local ordinances and engineering practices. AD. During construction, an Erosion Control Plan containing the elements set forth in Section 7010 of the 2022 County of Los Angeles Uniform Building Code shall be followed to minimize erosion and to protect slopes and channels to control storm water pollution. AE. The property owners shall be required to conform to the Regional Water Quality Control Board and County Health Department requirements for the installation and maintenance of storm water drainage facilities and septic tank. AF. The applicant shall pay all of the applicable Building and Safety and Public Works Department fees and Palos Verdes Peninsula Unified School District fees, if any. AG. Prior to final inspection of the project, “as graded” and “as constructed” plans and certifications shall be provided to the Planning Department and the Building Department to ascertain that the completed project is in compliance with the Planning Commission approved plans. In addition, any modifications made to the project during construction, shall be depicted on the “as built/as graded” plan. AH. The applicants shall execute an Affidavit of Acceptance of all conditions of the Variance approval, or the approval shall not be effective. AI. All conditions of this Resolution, when applicable, must be complied with prior to the issuance of a grading or building permit from the Building and Safety Department. AJ. Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 17.54.070 of the Rolling Hills Municipal Code and Code of Civil Procedure Section 1094.6. AK. To the 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 129 12 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) “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. AM. The future stable and corral shall comply with all requirements in Sections 17.18.060 and 17.18.090, unless otherwise approved herein. AN. New landscaping in the Rolling Hills Community Association (RHCA) easement is prohibited unless previously approved by RHCA. Landscaping not approved by RHCA in the easement shall be removed from the final landscape plan. 130 13 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) PASSED, APPROVED AND ADOPTED THIS 15th DAY OF APRIL, 2025. BRAD CHELF, CHAIRPERSON ATTEST: ____________________________________ CHRISTIAN HORVATH, CITY CLERK Any action challenging the final decision of the City made as a result of the public hearing on this application must be filed within the time limits set forth in Section 17.54.070 of the Rolling Hills Municipal Code and Civil Procedure Section 1094.6. 131 14 Resolution No. 2025-XX (ZC 24-043) 6 Chuckwagon Rd (Lee) STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) I certify that the foregoing Resolution No. 2025-XX entitled: ZONING CASE NO. 24-043: SITE PLAN REVIEW FOR CONSTRUCTION OF NEW RESIDENCE, NON-EXEMPT GRADING, STABLE ACCESS, WALLS EXCEEDING A HEIGHT OF 3 FEET AND 2.5 FEET AVERAGE (UP TO A MAXIMUM HEIGHT OF 5 FEET), AND OTHER IMPROVEMENTS; CONDITIONAL USE PERMITS FOR A DETACHED ACCESSORY STRUCTURE GREATER THAN 200 SQUARE FEET, STABLE GREATER THAN 200 SQUARE FEET; AND VARIANCES FOR CONSTRUCTION IN THE FRONT YARD, SITE DISTURBANCE OF MORE THAN 40 PERCENT, AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (LOT 29- A-EF) (LEE) was approved and adopted at a regular meeting of the Planning Commission on December 17, 2024, 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 132 April 14, 2025 Paul and Stephanie Reisz 4 Chuckwagon Road Rolling Hills, CA 90274 City of Rolling Hills Chair and Members of the Planning Commission 2 Portuguese Bend Road Rolling Hills, CA 90274 Dear Chair and Members of the Planning Commission, Thank you for your review of the proposed new home next door to us at 6 Chuckwagon. We appreciate your time protecting the values of Rolling Hills by mandating that projects minimize impacts to neighbors when possible. We bought our home four years ago because of the environment and privacy offered by the Rolling Hills community. Our purchase also was partially due to the large separation between our home and the existing home on the property. The silhouette clearly shows how unreasonably close the new home will be to ours. As this proposal is for a new home at 6 Chuckwagon, we do not understand why it cannot be placed closer to the middle of the lot and help preserve our privacy. As proposed, nearly the entire structure is on the east half of the lot. We realize that there is a slope on the western portion of the lot, but the design currently provides for 75 feet of flat area west of the home. Rather than shove the home almost against the side setback, and the driveway/parking area into the setback, the home could be shifted into this flat area. Exhibit #1 shows they would still have significant outdoor areas by shifting the home to the west by 35 feet. The proximity of the proposed driveway and parking area to our home creates concerns related to the noise from the cars and the lights from them shining into our master bedroom. As mentioned, the driveway and parking areas are in the side 133 setback, and on ground 19 feet above the floor of our home. Noise and lights from the cars will impact our privacy as shown on Exhibit #2. If the house is moved away from our property, we would support the driveway and parking area if they were similarly moved. We are fully in support of the location of the stable and corral on the west side of the 6 Chuckwagon property. We are confused as the staff report references a proposed stable and the required Conditional Use Permit, but only a conceptual location is shown on Sheet 3 of the Bolton Engineering drawings. We are in support of this location for the stable and corral, but would want the city’s review to be of detailed plans that would allow for a solid approval. Our concern is that a lack of details could result in a flawed approval that could somehow result in the stable and corral being moved to our side of the lot. We want to be absolutely certain that never happens. Finally, we are concerned that vegetation planted to the north of the home could grow up into our ocean views. We would ask for a condition of approval to be added that limits the vegetation to a reasonable height, maybe 16 feet in height. Thank you very much for your time, Paul and Stephanie Reisz 134 Exhibit #1 135 Exhibit #2 136 137 From: Amy Josefek <amy@josefekassoc.com> Sent: Tuesday, April 15, 2025 11:46 AM To: Planning <Planning@cityofrh.net> Subject: Re: 6 Chuckwagon Road, Zoning Case No. 24-043 EXTERNAL EMAIL - This email was sent by a person from outside your organization. Exercise caution when clicking links, opening attachments or taking further action, before validating its authenticity. Hello Planning Commissioners, I write to you in response to plans I've seen for 6 Chuckwagon Road. While I'm one property away from that one, I must confess some concern for the plan there... Seeing how very close to the property line is the placement shown for a new garage. But I guess that's a far less problematic option than having a stable erected in that same location. I'd been told that a stable will be a part of this redevelopment plan; I don't see it specified on the drawings and just would want to make sure that, if it were built, it would be placed on the other end of the property, adjacent to the Lower Willow Springs Trail. A stable adjacent to 4 Chuckwagon would have an outsized, unfortunate effect on the neighbors next door (and quite likely, on my property, as well); there's no way to avoid the unmistakable smell from a stable. In this case, it would be terribly close, not only to bedroom windows, but to the backyard (pool) area, as well. Fwiw, I love living in this community where it's a normal event to look out and see/ hear a beautiful horse with rider, walking along the street. Thank you for the consideration of all neighbors in our community. Amy Josefek 2 Chuckwagon Road 138 Agenda Item No.: 10.C Mtg. Date: 04/15/2025 TO:HONORABLE CHAIR AND MEMBERS OF THE PLANNING COMMISSION FROM:LISA EDWARDS, PRINCIPAL PLANNER THRU:KARINA BAÑALES, CITY MANAGER SUBJECT:CONSIDERATION OF AN ORDINANCE AMENDING CHAPTER 17.16 OF THE MUNICIPAL CODE REGARDING THE HEIGHT LIMITS OF SINGLE- FAMILY RESIDENTIAL HOMES, STABLES AND BARNS; AND FINDING THE ACTION TO BE STATUTORILY EXEMPT FROM CEQA UNDER SECTION 21080.17 OF THE PUBLIC RESOURCES CODE DATE:April 15, 2025 BACKGROUND: On October 15, 2024, Planning Commission Chair Chelf requested that former Director of Planning and Community Services, John Signo, present a report on the City’s regulations pertaining to building height limitations within the Rolling Hills Municipal Zoning Code. The Commission tasked Director Signo to conduct further research and to facilitate discussion on the matter. At its March 18, 2025 meeting, the Planning Commission reviewed Staff’s report and made a motion to direct Staff to draft a proposed municipal code ordinance amendment that includes a maximum ridge height for homes to 18 feet and a maximum ridge height for barns and stables, not including the cupola or other accessories, to 20 feet (5 -0 vote). At this time, Staff is requesting a recommendation from the Commission to the City Council regarding proposed height limits for structures that are incorporated in the draft resolution and ordinance attached hereto. Once the Commission provides its recommendation, the City Council will conduct a first and second reading of the proposal. DISCUSSION: The City is considering the introduction of a new ordinance (Ordinance No. 386) aimed at addressing building heights within the community (Attachment 1). This proposed ordinance seeks to establish clear regulations regarding the maximum allowable height for structures, with the goal of preserving the scenic beauty, natural landscape, and residential character. As the City experiences growth and development, this measure would help ensure that new constructions align with the community’s aesthetic values while maintaining harmony with its surroundings. Public feedback and further discussions will play a crucial role in shaping the final version of this ordinance. 139 Commissioner Discussion During the last Planning Commission meeting, a discussion addressing the heights of residences and stables were both analyzed in order to establish maximum heights in the Rolling Hills Municipal Code (RHMC). Historically, the Rolling Hills Community Association (RHCA) had been the authority on structural heights for main homes, stables, and barns. Although the Code mentions that the maximum height for any residence is one -story, it does not specify an exact height dimension. Similarly, the allowance of a loft within a barn (maximum 7-foot plate height for wall of loft) is mentioned, but no overall height is specified. Although the Commission unanimously agreed that the residential height of 18 feet was reasonable, the focus of the discussion was primarily with regard to heights of barns and stables. Commissioners then shared stable heights on their own properties and used a logical calculation that would accommodate the stall areas, tack room/loft area, which landed at a 20- foot height. Municipal Ordinance No. 386 The amendment to the Rolling Hills Municipal Zoning Code Chapter 17.16, Sections 17.16.060 & 17.16.080 are as follows: Section 17.16.060 (Lot area and dimensions) of Title 17 of the Rolling Hills Municipal Code is hereby amended, with additions in underline and deletions in strikethrough, as follows: Development Standard Zone District RA-S-1 & RA-S-2 4. Height Limited One story, no greater than 18’ (mezzanines and lofts are not permitted) except for stables and barns which shall be no greater than 20’ Section 17.16.080 (Height limitation) of Title 17 of the Rolling Hills Municipal Code is hereby amended, with additions in underline and deletions in strikethrough, as follows: 17.16.080 - Height limitation. A. General Limitation. A building or structure shall have no more than one story, meaning that there shall be no story on top of another, except as specified in subsection (B) below. The maximum height permitted from finished floor to the peak of the structure shall be no greater than eighteen (18) feet except that the maximum height permitted for stables and barns shall be no greater than twenty (20) feet measured from the floor to the highest peak of the structure, exclusive of accessory architectural features as determined by the City. The maximum height permitted from finished floor of any structure to finished grade is five feet. The difference between the finished grade and the finished floor level across any elevation shall average no more than two and one-half feet, with maximum difference of five feet. B. Exceptions: 1. A one-story primary residence is permitted over a basement. For the purpose of this 140 section primary residence includes a garage attached to the main residence by a solid wall. 2. Stables may have a loft, subject to the requirements of Chapter 17.18 of this title. 3. A storage area, as defined in Section 17.12.190 "S" may be located above or below a story. The following is a review of the Code Sections that address height: Basements Basements are located below ground and often not seen. Homes are permitted to have multiple basement levels. Basement walls, except for walls within light wells, may not exceed a height of 5 feet nor an average height of 2-1/2 feet at any point immediately adjacent to the basement exterior (Attachment 3). Stables & Lofts Stables are seen as a valuable asset to each property and a valuable component of the City’s rural, equestrian character. After research, RHMC has not established a limit for stable height, and in the past five years, the stables are trending larger than in the past. The average height of buildings in Rolling Hills is 17 feet high, with the highest stable being 25 feet (32 feet including a 7-foot cupola) However, many stables in the City have lofts as defined in RHMC Section 17.18.060. These lofts often appear to be second stories, and the plate height for the wall of the loft may not exceed 7 feet. Lofts for a stable are meant to store hay and horse equipment but may also be used as a tack room, provided there are no sleeping quarters (Attachment 4). Aviaries (Bird Homes) Aviaries over two hundred square feet may not have a roof peak height that exceeds 16 feet (Attachment 5). Storage Areas RHMC Section 17.12.190 defines a storage area as "a space within a building or structure, including attics, used for storing items." A storage area is allowed to be located above or below a story but is not meant to be a livable space and cannot have doors to the exterior, window openings, heating, or air conditioning. A storage area may not exceed 6 feet in height at any one point. Attics may have a ceiling that follows the shape and the angle of the roofline, which could be more than 6 feet high at the peak of the ceiling. Staff review plans to ensure staircases are not shown leading to a storage area in the attic (Attachment 6). ADU RHMC Chapter 17.28.050 limits detached ADUs created on a lot with an existing or proposed single-family or multifamily dwelling unit that may not exceed 16 feet in height. The height is measured from the existing legal grade or the level of the lowest floor (whichever is lower) to the peak of the structure. An ADU that is attached to the primary dwelling may not exceed 25 feet in height or the height limitation imposed by the underlying zone that applies to the primary dwelling, whichever is lower (Attachment 7). Building Heights Report This report was compiled using building heights approved between 2017 and 2024 (see Attachment 8). The data was analyzed to assess the range of heights for both residences and stables, which varied from 11 to 25 feet. Notably, there has been a recent trend (2023–2024) 141 of increasing stable heights, with many falling within the 20 to 25-foot range. ADDITIONAL INFORMATION RHCA – ADU The RHCA has building regulations that have restrictions on plate heights and roof pitches. The RHCA Architectural Committee reviews each home on a case-by- case basis to ensure the massing of the overall residence is good of its kind. Some property Deed Restrictions/CC&Rs have a maximum height limit of 25’ (Attachment 7). RHCA- Plate Height The standard plate height for structures in the RHCA Building Regulations is 8’6”, measured from the finished floor level to the top of the wall. If a porch is present, the plate height is measured from the finish floor to the top of the beam at the porch. Residences may have taller plate heights, but the heights must meet the following restrictions: a minimum of 50% of the residence must have a plate height of 8’6” or lower, up to 30% of the residence may have a 9’6” plate height and up to 20% of the residence may have a maximum of 10’6” plate height. The plate height limitations were adopted in 2012 (Attachment 9). RHCA- Roof Pitches The standard roof pitch for all structures in 4:12. The Building Regulations allow a minimum pitch of 3:12 for contemporary designs with hip roofs and a maximum 4½:12 pitch traditional designs. The roof pitch is also considered on a case-by-case basis. Public Comment No public responses have been received as of the date of this report. FISCAL IMPACT: None. RECOMMENDATION: Open the public hearing, receive public testimony, close the public hearing, and by motion: Find that the adoption of the proposed ordinance is statutorily exempt from review under the California Environmental Quality Act (“CEQA”) under Public Resources Code section 21080.17. Adopt a resolution (Attachment 1) recommending that the City Council adopt the proposed ordinance that is attached thereto as Exhibit “A.” ATTACHMENTS: Attachment 01 - 2025-04_PC_Resolution_ResidentialHeightLimit.pdf Attachment 02 - 386_HeightLimit_Ordinance_D.pdf Attachment 03 - PL_SUB_BH_RHMC_Chapter_17.12_Code_Definitions.pdf Attachment 04 - PL_SUB_BH_RHMC_Section_17.18.060_Stable.pdf Attachment 05 - PL_SUB_BH_RHMC_Section_17.18.070_Aviaries.pdf Attachment 06 - PL_SUB_BH_RHMC_Section_17.12.190_Storage.pdf Attachment 07 - 142 PL_SUB_BH_RHMC_Chapter17.28_Section17.28.050_GeneralADUandJADURequirements.pdf Attachment 08 - PL_SUB_BH_BuildingHeightsReport_Chart.pdf Attachment 09 - PL_SUB_BH_RHCA_CC_Rs_Building.Heights.pdf CL_PBN_250326_PH_PC_BuildingHeight_Affidavit.pdf 143 65277.00001\43665712.1 RESOLUTION NO. 2025-04 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS RECOMMENDING THE CITY COUNCIL ADOPT AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROLLING HILLS, CALIFORNIA, AMENDING CHAPTER 17.16 OF TITLE 17 OF THE ROLLING HILLS MUNICIPAL CODE TO AMEND THE RESIDENTIAL HEIGHT LIMIT, AND FINDING THE ORDINANCE TO BE CATEGORICALLY EXEMPT FROM CEQA. WHEREAS, the City of Rolling Hills, California (“City”) is a municipal corporation, duly organized under the California Constitution and laws of the State of California; and WHEREAS, the City is a semi-rural hillside community, characterized by predominantly single-story California ranch-style homes, large parcels with open space, and an abundance of equestrian facilities; and WHEREAS, one of the unique features of the City is the uniformity of homes throughout the years, which are limited to one story in height, with few exceptions; and WHEREAS, in recent years, many homes have been constructed to maximize the building area on the lot, including increased height and a greater amount of grading to prepare many of the steeper properties for a structure; and WHEREAS, these trends have significantly altered the community’s character and affect surrounding properties, creating a high level of concern among residents related to development and design compatibility issues; and WHEREAS, on October 15, 2024, the Planning Commission requested a report on the City’s residential building height regulations to facilitate discussion on the matter; and WHEREAS, at the March 18, 2025, Planning Commission meeting, City staff presented their report for discussion, whereby the Planning Commission, pursuant to Section 17.50.020 of the Rolling Hills Municipal Code (“RHMC”), directed City staff to draft an ordinance updating the RHMC to impose a height limit on residential buildings; and WHEREAS, on March 26, 2025, the City gave public notice of the public hearing for Ordinance No. 386 by publishing the required notice in a newspaper of general circulation and posting the notice at City Hall; and WHEREAS, on April 15, 2025, the Planning Commission held a duly-noticed public hearing and considered the staff report, recommendations by staff, and public testimony concerning Ordinance No. 386. 144 65277.00001\43665712.1 Page 2 of 4 THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS DOES HEREBY FIND, RESOLVE AND ORDER AS FOLLOWS: SECTION 1. Incorporation of Recitals. The Planning Commission hereby finds and determines that the Recitals above are true and correct and incorporated herein. SECTION 2. CEQA. The Planning Commission finds that the Ordinance is not subject to the California Environmental Quality Act ("CEQA"), pursuant to the following sections of the State CEQA Guidelines: Section 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment), Section 15060(c)(3) (the activity is not a project as defined in Section 15378(a) because it does not have the potential for resulting in either a direct or reasonably foreseeable indirect physical change in the environment, and Section 15061(b)(3) (the activity is covered by the common sense exemption that CEQA applies only to projects which have the potential for causing a significant effect on the environment). Specifically, the Ordinance does not have the potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment because it involves imposing a maximum building height on residential development and does not propose nor authorize any action that would have the potential to cause a physical change in the environment, directly or indirectly. Therefore, the Ordinance is not subject to CEQA. SECTION 3. General Plan. Based on the entire record before the Planning Commission, including all written and oral evidence presented, the Planning Commission hereby that this Ordinance is consistent with the goals and policies of the Rolling Hills General Plan. The proposed Ordinance is consistent with Housing Element Goal 2 “Maintain and enhance the quality of residential neighborhoods in Rolling Hills,” in support of the following policies: Policy 2.1: Encourage and assist in the maintenance and improvement of existing homes to maintain optimum standards of housing quality and design. Policy 2.3: Require compatible design to minimize the impact of residential redevelopment on existing residences. By imposing a height limit on residential development in the City, this Ordinance will ensure future development is compatible with the surrounding neighborhood and environment. SECTION 4. Recommendation. Based on the foregoing recitals and findings, the Planning Commission hereby recommends that the City Council approve and adopt the proposed Ordinance, attached as Exhibit “A” hereto and incorporated herein by reference. SECTION 5. Certification. The Planning Commission Chair shall sign and the Secretary shall attest to the adoption of this Resolution. 145 65277.00001\43665712.1 Page 3 of 4 SECTION 6. Effective Date. This Resolution takes effect immediately upon its adoption. PASSED, APPROVED, AND ADOPTED this 15th day of April, 2025. __________________________ BRAD CHELF, CHAIRPERSON ATTEST: _________________________________ CHRISTIAN HORVATH, CITY CLERK 146 65277.00001\43665712.1 Page 4 of 4 STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) §§ CITY OF ROLLING HILLS ) I certify that the foregoing Resolution No. 2025-04 entitled: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROLLING HILLS RECOMMENDING THE CITY COUNCIL ADOPT AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROLLING HILLS, CALIFORNIA, AMENDING CHAPTERS 17.16 AND 17.17 OF TITLE 17 OF THE ROLLING HILLS MUNICIPAL CODE TO AMEND THE RESIDENTIAL HEIGHT LIMIT, AND FINDING THE ORDINANCE TO BE CATEGORICALLY EXEMPT FROM CEQA. was approved and adopted at a regular meeting of the Planning Commission on April 15, 2025, by the following roll call vote: AYES: NOES: ABSENT: ABSTAIN: And in compliance with the law of California was posted at the following: Administrative Offices. _______________________________ CHRISTIAN HORVATH, CITY CLERK 147 ORDINANCE NO. 386 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ROLLING HILLS AMENDING CHAPTER 17.16 OF TITLE 17 OF THE ROLLING HILLS MUNICIPAL CODE TO AMEND THE RESIDENTIAL HEIGHT LIMIT, AND FINDING THE ORDINANCE TO BE CATEGORICALLY EXEMPT FROM CEQA. WHEREAS, the City of Rolling Hills, California (“City”) is a municipal corporation, duly organized under the California Constitution and laws of the State of California; and WHEREAS, the City is a semi-rural hillside community, characterized by predominantly single- story California ranch-style homes, large parcels with open space, and an abundance of equestrian facilities; and WHEREAS, one of the unique features of the City is the uniformity of homes throughout the years, which are typically limited to one story in height; and WHEREAS, in recent years, many homes have been constructed to maximize the building area on the lot, including increased height and a greater amount of grading to prepare many of the steeper properties for a structure; and WHEREAS, these trends have significantly altered the community’s character and affect surrounding properties, creating a high level of concern among residents related to development and design compatibility issues; and WHEREAS, the City Council desires to preserve and enhance the community’s character, particularly as it relates to residential building height; and WHEREAS, pursuant to the authority granted to the City by Article XI, Section 7 of the California Constitution, the City has the police power to regulate the use of land and property within the City in a manner designed to promote public convenience and general prosperity, as well as public health, safety, and welfare; and WHEREAS, the City Council desires to amend the Rolling Hills Municipal Code to impose height limits on residential developments in the City; and WHEREAS, on April 15, 2025, the Planning Commission conducted a duly noticed public hearing to consider the Ordinance, wherein it considered the staff report, supporting documents, public testimony, and all appropriate information submitted with the Ordinance; and WHEREAS, on _____, 2025, the City Council conducted a duly noticed public hearing to consider the Ordinance, wherein it considered the staff report and supporting documents, Planning Commission’s recommendation, public testimony, and all appropriate information submitted with the Ordinance; and WHEREAS, all legal prerequisites to the adoption of the Ordinance have occurred. 148 2 THE CITY COUNCIL OF THE CITY OF ROLLING HILLS DOES HEREBY FIND, RESOLVE, AND ORDER AS FOLLOWS: Section 1. Incorporation of Recitals. The recitals above are incorporated by reference and adopted as findings by the City Council. Section 2. CEQA. The City Council finds that this Ordinance is determined to be categorically exempt from CEQA under Section 15061(b)(3) of the State CEQA Guidelines, which applies to projects where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment. The proposed Ordinance does not involve physical changes to the environment but rather regulates the height of residential developments. Since it does not result in any direct or indirect physical changes to the environment, there is no possibility that it could have a significant environmental impact. Section 3. General Plan. The City Council finds that this Ordinance is consistent with the goals and policies of the Rolling Hills General Plan. The proposed Ordinance is consistent with Housing Element Goal 2 “Maintain and enhance the quality of residential neighborhoods in Rolling Hills,” in support of the following policies: Policy 2.1: Encourage and assist in the maintenance and improvement of existing homes to maintain optimum standards of housing quality and design. Policy 2.3: Require compatible design to minimize the impact of residential redevelopment on existing residences. By imposing a height limit on residential development in the City, this Ordinance will ensure future development is compatible with the surrounding neighborhood and environment. Section 4. The Development Standard table in Section 17.16.060 of Title 17 of the Rolling Hills Municipal Code is hereby amended, with additions in underline and deletions in strikethrough, as follows: Development Standard Zone District RA-S-1 RA-S-2 4. Height Limitation One story, no greater than 18’ (mezzanines and lofts are not permitted) except for stables and barns which shall be no greater than 20’ Section 5. Section 17.16.080 of Title 17 of the Rolling Hills Municipal Code is hereby amended, with additions in underline and deletions in strikethrough, as follows: 17.16.080 - Height limitation. A. General Limitation. A building or structure shall have no more than one story, meaning that there shall be no story on top of another, except as specified in subsection (B) below. 149 3 The maximum height permitted from floor to the highest peak of the structure shall be no greater than eighteen (18) feet except that the maximum height permitted for stables and barns shall be no greater than twenty (20) feet measured from the floor to the highest peak of the structure, exclusive of accessory architectural features as determined by the City. The maximum height permitted from finished floor of any structure to finished grade is five feet. The difference between the finished grade and the finished floor level across any elevation shall average no more than two and one-half feet, with maximum difference of five feet. B. Exceptions: 1. A one-story primary residence is permitted over a basement. For the purpose of this section primary residence includes a garage attached to the main residence by a solid wall. 2. Stables may have a loft, subject to the requirements of Chapter 17.18 of this title. 3. A storage area, as defined in Section 17.12.190 "S" may be located above or below a story. Section 6. The City Council’s actions are made upon review of the Planning Commission’s recommendation, the Staff Report, all oral and written comments, and the documentary evidence presented on the Ordinance.. Section 7. Effective Date. This Ordinance takes effect 30 days following its adoption. Section 8. Severability. If any provision of this Ordinance or its application to any person or circumstance is held to be invalid, such invalidity has no effect on the other provisions or application of the Ordinance that can be given effect without the invalid provision or application, and to this extent, the provisions of this Ordinance are severable. The City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any portion thereof. Section 10. Custodian of Records: The documents and materials associated with this Resolution that constitute the record of proceedings on which these findings are based are located at Rolling Hills City Hall, 2 Portuguese Bend Road, Rolling Hills, California 90274. The Director of Planning and Community Services is the custodian of records for the record of proceedings. PASSED, APPROVED AND ADOPTED THIS __th DAY OF ________ 2025. JEFF PIEPER, MAYOR 150 4 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. 151           Created: 2024‐05‐03 17:45:25 [EST]  (Supp. No. 28)    Page 1 of 2  DEFINITIONS  17.12.020 "B" words, terms and phrases.  Barn. See "stable."   "Basement" means any floor level below the first story of the primary residence, except  that a floor level in a building having only one floor level shall be classified as a basement unless  such floor level qualifies as a first story as defined herein. Except for walls within light wells,  basement walls across any elevation may not exceed a height of five feet above finished grade  at any point immediately adjacent to the basement exterior, and shall have no greater than an  average of two and one‐half feet exterior height. Basements shall comply with the Los Angeles  County Building Code requirements. Basement well(s) shall be incorporated into the overall  design of the building so that it does not give an appearance of a separate story.   "Building" means any structure having a roof supported by columns or walls and intended  for the shelter, housing or enclosure of any individual, animal, process, equipment, goods or  materials of any kind or nature.  17.12.030 ‐ "C" words, terms and phrases.  Cellar. See "basement."    17.12.120 "L" words, terms and phrases.  "Loft" means an area above a stable utilized for storage of feed and hay, saddles, bridles,  other horse equipment and similar equestrian or agricultural related items, or tack room uses,  but excludes sleeping quarters.     17.12.160 ‐ "P" words, terms and phrases.  "Plate height" means the height of a building measured from the finished floor level to the  top of the wall.    17.12.190 "S" words, terms and phrases.  "Stable" means the same as "barn" and is a building or a portion of a building designed and  constructed to shelter permitted domestic animals and store farm implements, hay, grain,  equestrian and horticultural related items and equipment. Stable may include agricultural  space, loft and tack room space. Stable shall not be a place for human habitation, except for  uses specifically permitted in the tack room; it may not be rented out or be used for human  sleeping or commercial purposes.  152           Created: 2024‐05‐03 17:45:25 [EST]  (Supp. No. 28)    Page 2 of 2  "Storage area" means space within a building or structure, including attics, used for storing  of items. It includes spaces located below or above a story and may not exceed six feet in height  at any one point. Attics may have a ceiling that follows the shape and the angle of the roofline,  which could be more than six feet high at the peak of the ceiling. Attics and storage areas shall  not have doors to the exterior, window openings, heating or air conditioning.   "Storage room, free standing," shall mean an accessory structure used exclusively for  storage of household, equestrian, garden and similar items.  "Story" means that portion of a building included between the upper surface of any floor  and the ceiling or roof above it. There shall be no story on top of another, except as permitted  in Section 17.16.080(B) of this title.  "Structure" means a combination of materials assembled in a form for use, occupancy or  ornamentation whether installed on, above or below the surface of land or water and requiring  a fixed location or attached to something having a fixed location. Structure shall also include,  but not be limited to, fences, retaining walls, covered porches, entryways, porte cochere,  latticework, trellises, pilasters, fountains, pools, spas, pool/spa equipment, gazebos, garden  walls, decks, and subterranean structures other than basements.  153 Created: 2025-02-10 14:50:23 [EST] (Supp. No. 29, Update 1) Page 1 of 3 17.18.060 Requirements for stables requiring conditional use permit. All stables over two hundred square feet shall meet the following requirements: A. General requirements and uses: 1. The building occupied by a stable shall be designed for rural and agricultural purpose only. 2. Stable structure shall not be permitted in the front yard, and shall be located no less than twenty-five feet from side property line in the RAS-1 zone, no less than thirty-five feet from side property line in the RAS-2 zone and no less than twenty-five feet from side roadway easement line and from the rear property line. 3. Minimum of sixty percent of the entire structure shall be maintained for agricultural space as defined in Chapter 17.12 of this title, except as specified in Section 17.18.060(A)(5). 4. Maximum of forty percent, but not to exceed eight hundred square feet, of the entire structure may be maintained as tack room space as defined in Chapter 17.12 of this title, except as specified in Section 17.18.060(A)(5). Tack room may be detached from the main stable structure. 5. Notwithstanding any other provision of this chapter, an existing stable, legally constructed prior to the effective date of the ordinance from which this chapter derives (August 12, 2010), which has a loft area that is maintained as a tack room and the loft area comprises more than forty percent of the size of the first floor may continue to be maintained provided that the area of the loft used as a tack room does not exceed eight hundred square feet, that no other tack room exists on the property and the remaining of the structure and its uses are in compliance with the remaining sections of this chapter. 6. When calculating the size of the stable, the entire footprint including the loft area shall be included, as measured from the exterior of the walls. 7. If there is more than one stable building on a lot, the tack room space shall be calculated as a percentage of the entire square footage of the structures and such tack room space may only be located in one of the structures; notwithstanding the above, it may not exceed eight hundred square feet. 8. Covered porch shall not be included in the size of the stable for the purpose of calculating the agricultural and tack room space of the stable. 9. Stables shall not be used as sleeping quarters for humans. 10. Stables shall be used for the exclusive purpose of keeping permitted domestic animals and related storage and uses, unless otherwise permitted by this chapter. Commercial uses shall not be permitted. B. Exterior appearance of stables and areas immediately adjacent thereto: 1. Whether or not the stable is used for keeping permitted domestic animals, the exterior of the stable structure shall continue to appear as a stable. 2. Areas adjacent to the agricultural space entrance/exit of a stable may have a porous, roughened surface but may not be paved. It shall remain such or may be covered with grass or other low growing ground cover during the time when the agricultural space is not used for keeping of horses or other animals. 3. A porous surface (not paved) may be provided by the access to the tack room space of the stable. 154 Created: 2025-02-10 14:50:23 [EST] (Supp. No. 29, Update 1) Page 2 of 3 4. The surface area of a corral, pen, paddock, turnout or riding ring shall be covered with dirt or sand surface. It shall remain such or be planted with grass or other low growing ground cover during the time when the stable structure is not used for keeping of horses or other animals. C. Tack Room Space. 1. Tack room shall only be used for activities that impact the senses in a manner similar or less than that of traditional stable activities. Furthermore, all activities that are loud, raucous, annoying, or that produce unusual noises, lighting or other impacts that offend the peace and quiet of persons of ordinary sensibilities and interferes with the comfortable enjoyment of life or property of any neighboring property are prohibited. Such permitted activities shall be deemed to be "passive activities" for the purpose of this chapter. 2. Tack room shall not be used as sleeping quarters for humans. 3. Tack room shall not exceed forty percent of the size of the stable, including the size of the loft, if any, except as specified in Section 17.18.060(A)(5) and may not exceed eight hundred square feet. 4. Tack room may contain furniture, excluding beds. 5. Tack room may have finished floors, walls and ceiling. 6. Tack room may have glazed (glass) window openings. 7. Tack room may have standard size doors. 8. Tack room may have amenities such as air conditioning, heating, electrical and phone outlets. 9. Tack room may have a kitchenette and sanitary facility, including shower, sink and toilet. 10. Building and Safety Department review and building permits shall be required for all modifications. 11. All modifications and retrofitting of the tack room space shall be made in such a manner so that it could be convertible to a tack room, at such time as the structure is to be used for keeping of animals. 12. Tack room may be detached from the main stable structure, however it shall meet all the requirements for a tack room as specified in this section. D. Agricultural Space Within the Stable. 1. Agricultural space shall be no less than sixty percent of the size of the stable including the size of the loft, if any, except as specified in Section 17.18.060(A)(5). Agricultural space may contain, but not be limited to stalls, wash racks, feed room, hay storage room, grooming area, tools and utilities storage area and other equestrian and agricultural spaces. The agricultural space may be used for storage of vehicles and general household items, but shall have a stable like appearance. 2. Entry doorways to the stalls shall be a minimum of four feet wide and seven and one-half feet high. 3. The exterior doors shall provide the appearance of a stable door. 4. Roll up or overhead doors are prohibited. 5. Ventilation and drainage facilities shall be subject to building code requirements. 6. Safety electrical outlets with covers may be installed, however they shall be located out of horses' reach when the space is used for keeping of horses. 155 Created: 2025-02-10 14:50:23 [EST] (Supp. No. 29, Update 1) Page 3 of 3 7. Glazed (glass) window openings may be permitted during a time when the stable is not used for keeping of animals, but shall be removable for easy conversion to animal keeping uses. E. Loft Space within a Stable. 1. Loft may be permitted above a stable structure. 2. Loft may be used and counted as part of the agricultural space or as a tack room space, provided it meets the agricultural or tack room space requirements of Section 17.18.060(C) and (D)). 3. Loft may not be used as a tack room, if another tack room exists within the stable structure or elsewhere on the property. 4. Glazed (glass) window openings shall not be allowed in a loft if a loft is used for storage of hay, feed or other agricultural use. Notwithstanding the above, if the loft is used as other storage or working area or as a tack room, then removable glazed openings may be allowed. 5. The plate height for the wall of the loft shall be no greater than seven feet. 6. If a loft is constructed in such a way that access is provided from the exterior, the area immediately adjacent to the exterior of the loft shall not be paved, but may have a porous surface. 7. The area immediately adjacent to the exterior of the loft shall not be used for parking of vehicles, except for vehicles delivering agricultural goods and equipment. (Ord. No. 319, § 22(Exh. A, Pt. A), 7-15-2010; Ord. No. 324, § 9 (Exh. A, Pts. H, I, K), 8-8-2011; Ord. No. 332, §§ 8C, D, 1-14-2013) 156 Created: 2025-02-10 14:50:23 [EST] (Supp. No. 29, Update 1) Page 1 of 1 17.18.070 Requirements for aviaries requiring conditional use permit. All aviaries over two hundred square feet shall meet the following requirements: 1. Shall not be located on lots of less than 3.5 acres, as measured by excluding roadway easements. 2. The roof shall not exceed a peak height of sixteen feet. 3. Shall not be located on a portion of the lot where the slope is greater than 4:1. 4. Shall not be permitted in the front yard or in the rear yard setback, shall be located no less than twenty-five feet from side property line in the RAS-1 zone, no less than thirty-five feet from the side property line in the RAS-2 zone and no less than twenty-five feet from side roadway easement line. 5. Shall be located a minimum of thirty-five feet from any residential structure including attached garage or a guest house, located on the same lot, and a minimum of one hundred feet from a residential structure, including attached garage or a guest house located on adjoining lots. 6. Shall be used for the exclusive purpose of keeping permitted birds and small animals indigenous to the State of California. Commercial uses shall not be permitted. 7. Shall be counted towards structural, total, building pad coverage or disturbed area of the net lot for purposes of Chapter 17.16. 8. May be permitted in addition to the construction of a stable and shall not be counted towards the size of the stable for purposes of this chapter. (Ord. No. 319, § 22(Exh. A, Pt. A), 7-15-2010; Ord. No. 343, § 8, 6-22-2015) 157    Created: 2024‐05‐03 17:45:25 [EST] (Supp. No. 28)  Page 1 of 2  DEFINITIONS  17.12.190 "S" words, terms and phrases.  "Stable" means the same as "barn" and is a building or a portion of a building designed  and constructed to shelter permitted domestic animals and store farm implements, hay, grain,  equestrian and horticultural related items and equipment. Stable may include agricultural  space, loft and tack room space. Stable shall not be a place for human habitation, except for  uses specifically permitted in the tack room; it may not be rented out or be used for human  sleeping or commercial purposes.  "Storage area" means space within a building or structure, including attics, used for storing of items. It includes spaces located below or above a story and may not exceed six feet in height at any one point. Attics may have a ceiling that follows the shape and the angle of the roofline, which could be more than six feet high at the peak of the ceiling. Attics and storage areas shall not have doors to the exterior, window openings, heating or air conditioning. "Storage room, free standing," shall mean an accessory structure used exclusively for storage of household, equestrian, garden and similar items. "Story" means that portion of a building included between the upper surface of any floor and the ceiling or roof above it. There shall be no story on top of another, except as permitted in Section 17.16.080(B) of this title. "Structure" means a combination of materials assembled in a form for use, occupancy or ornamentation whether installed on, above or below the surface of land or water and requiring a fixed location or attached to something having a fixed location. Structure shall also include, but not be limited to, fences, retaining walls, covered porches, entryways, porte cochere, latticework, trellises, pilasters, fountains, pools, spas, pool/spa equipment, gazebos, garden walls, decks, and subterranean structures other than basements. 158 Created: 2025-02-10 14:50:24 [EST] (Supp. No. 29, Update 1) Page 1 of 1 17.28.050 General ADU and JADU requirements. B. Height. 1. Except as otherwise provided by subsections (B)(2) and (B)(3) below, a detached ADU created on a lot with an existing or proposed single family or multifamily dwelling unit may not exceed sixteen feet in height. 2. A detached ADU may be up to eighteen feet in height if it is created on a lot with an existing or proposed single family or multifamily dwelling unit that is located within one-half mile walking distance of a major transit stop or high quality transit corridor, as those terms are defined in Section 21155 of the Public Resources Code, and the ADU may be up to two additional feet in height (for a maximum of twenty feet) if necessary to accommodate a roof pitch on the ADU that is aligned with the roof pitch of the primary dwelling unit. 3. A detached ADU created on a lot with an existing or proposed multifamily dwelling that has more than one story above grade may not exceed eighteen feet in height. 4. An ADU that is attached to the primary dwelling may not exceed twenty-five feet in height or the height limitation imposed by the underlying zone that applies to the primary dwelling, whichever is lower. Notwithstanding the foregoing, ADUs subject to this subsection (B)(4) may not exceed two stories. 5. For purposes of this subsection (B), height is measured from existing legal grade or the level of the lowest floor, whichever is lower, to the peak of the structure. 159 Building Heights Report RESOLUTION ADDRESS ROOF HEIGHT STRUCTURE TYPE 2023-15 8 Quail Ridge Road N 25' Stable (Plus 7' Cupola) 2024-09 1 Morgan Lane 24' 8" Stable 2023-02 9 Portuguese Bend Road 21' 5" Stable 2024-03 4 Spur Lane 21' Home 2023-06 20 Upper Blackwater Canyon 21' Home 2018-01 20 Upper Blackwater Canyon 20' Stable 2021-05 15 Upper Blackwater Canyon Road 20' Stable 2017-10 5 Pine Tree Lane 20' Home 2024-14 2 Possum Ridge 19' 6" Stable 2024-05 2 Possum Ridge 18' 9" Home 2019-10 1 Poppy Trail Lane 18' 8 1/4" Home 2023-16 11 Flying Mane 18' 1 1/2" Home 2023-13 19 Portuguese Bend Road 18' Home 2023-04 17 Crest Road East 17' 6" Home 2019-13 8 Middleridge Lane south 17' 4" Home 2022-14 2 Flying Mane Road 16' 9 5/8" Home 2021-02 3 Open Brand Road 16' 8" Home 2018-16 26 Middleridge Lane South 16' 2" Home 2018-03 11 Saddleback Road 16' Stable (Plus 5' Cupola) 2023-11 4 Poppy Trail Lane 15' 5" Home Going to PC 2 Quail Ridge Road South 14' 11 1/2" Home 2022-17 21 Chuckwagon Road 14' 11" Pool House 2024-06 23 Crest Road East 14' 6" Home 2017-10 5 Pine Tree Lane 14' Stable (Plus 5' Cupola) 2025-02 1 Pinto Road 13' 7 3/16" Garage 2024-02 29 Crest Road West 13'6" Stable 2024-05 29 Eastfield Drive 13'3" Home 2023-11 4 Poppy Trail Lane 13' 11" ADU 2023-14 7 Pine Tree Lane 13' 2" House 2017-20 16 Pine Tree Lane 12' 11 1/2" House 2021-09 23 Chuckwagon 12' 3" ADU 2019-10 1 Poppy Trail Lane 12' 1/4' Stable 2023-03 74 Portuguese Bend Road 11' Stable Average 17 High 25 Low 11 160 PLATE HEIGHTS DISCUSSION Current Regulations: To help maintain the low rambling nature of ranch architecture, plate heights are limited and strictly enforced. While the recommended plate height for a residence is 8’6”, taller plates are allowed on a case-by-case basis if harmonious with the design and massing of the overall residence. i. Plate heights are measured from the finished floor level to the top of the wall. If a porch is present, the plate height is measured from the finish floor to the top of the beam. (See Appendix L “Illustrations of Plate Height”) ii. The following percentages are the allowable limits for plate heights above 8’6”: (Percentages of plate height are calculated by the linear footage of the perimeter.) 1) Minimum of 50% of the residence must have plate heights of 8’6” or lower, 2) Up to 30% of the residence may have a plate height up to 9’6, ** 3) Only 20% of the residence may have a plate height up to 10’6. ** ** Maximum plate heights may be limited and are considered on a case-by-case basis to assure the massing of the overall residence is good of its kind. Attached is the current Appendix for plate heights as well additional examples for discussion. 161 APPENDIX L ILLUSTRATIONS OF PLATE HEIGHT 162 PLATE HEIGHT AT PORCH If a porch is present, the plate height is measured from the finish floor of the residence to the top of the beam of the porch 163 PLATE HEIGHT @ STANDARD EAVE The plate height is measured from the finish floor of the residence to the top plate, where the eave rafter meets the top of the wall. 164 PLATE HEIGHT @ SOFFITED EAVE The plate height is measured from the finish floor of the residence to where the soffited eave meets the exterior wall. 165 CL_PBN_250326_PH_PC_BuildingHeight_F - Page 1 of 1 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 pfernandez@scng.com City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 Account Number:5007827 Ad Order Number:0011726463 Customer's Reference/PO Number: Publication:Daily Breeze Publication Dates:03/26/2025 Total Amount:$918.32 Payment Amount:$0.00 Amount Due:$918.32 Notice ID:8mxWdV8ywb9uXnnqwaWl Invoice Text:NOTICE OF PUBLIC HEARING TO BE HELD BY PLANNING COMMISSION OF THE CITY OF ROLLING HILLS NOTICE IS HEREBY GIVEN – Ordinance 386 is a City initiated Zoning Code Amendment to amend various sections of Title 17 (Zoning Code) of the Rolling Hills Municipal Code. Hearing Date: April 15, 2025 Hearing Time: 6:30p.m. Hearing Location: Rolling Hills Council Chambers 2 Portuguese Bend Road, Rolling Hills, CA 90274 Project Location: Citywide Project Description: Ordinance 386 is a City-initiated Zoning Code Amendment to amend Title 17 (Zoning Code) of the Rolling Hills Municipal Code. The Zoning Code Amendment revises the height limit of single-family residential homes. Ordinance 386 includes revisions to Zoning Code Chapter 17.16 (Residential Agriculture-Suburban (RA-S) Zone) and Chapter 17.17 (Overlay Zoning District-1 (OZD-1)). The Planning Commission’s action serves as a recommendation to the City Council. Environmental Documentation: Ordinance 386 is not subject to the California Environmental Quality Act ("CEQA") pursuant to the following sections of the State CEQA Guidelines: Section 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment), Section 15060(c)(3) (the activity is not a project as defined in Section 15378(a) because it does not have the potential for resulting in either a direct or reasonably foreseeable indirect physical change in the environment), and Section 15061(b)(3) (the activity is covered by the common sense exemption that CEQA applies only to projects which have the potential for causing a significant effect on the environment). Specifically, the Ordinance does not have the potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable 166 CL_PBN_250326_PH_PC_BuildingHeight_F - Page 1 of 1 Daily Breeze 2615 Pacific Coast Highway #329 Hermosa Beach, California 90254 (310) 543-6635 0011726463 City of Rolling Hills 2 Portuguese Bend Road Rolling Hills, California 90274 PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of Los Angeles I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not party to or interested in the above- entitled matter. I am the principal clerk of the printer of Daily Breeze, a newspaper of general circulation, printed and published in the City of Torrance*, County of Los Angeles, and which newspaper has been adjudged a newspaper of general circulation by the Superior Court of County of Los Angeles, State of California, under the date of June 15, 1945, Decree No. Pomo C-606. The notice, of which the annexed is a printed copy (set in type not smaller than nonpareil), has been published in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: 03/26/2025 I certify (or declare) under the penalty of perjury that the foregoing is true and correct. Dated at Hermosa Beach, California On this 26th day of March, 2025. ______________________________ Signature *Daily Breeze circulation includes the following cities: Carson, Compton, Culver City, El Segundo, Gardena, Harbor City, Hawthorne, Hermosa Beach, Inglewood, Lawndale, Lomita, Los Angeles, Long Beach, Manhattan Beach, Palos Verdes Peninsula, Palos Verdes, Rancho Palos Verdes, Rancho Palos Verdes Estates, Redondo Beach, San Pedro, Santa Monica, Torrance and Wilmington 167