Agenda packet — Orinda City Council, August 18, 2026 (part 3 of 3)

kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840

MEMORANDUM
To: Drummond Buckley
City of Orinda
From: Elizabeth Chau, P.E.

Kimley-Horn and Associates, Inc.

Date: August 3, 2022
Subject: Vista Verde Village Community Housing – Irwin Way & Orinda Way Crosswalks Kimley-Horn and Associates, Inc. (Kimley-Horn) was retained by Orinda Senior Housing Foundation (OSHF) and prepared a local traffic analysis (LTA) dated March 7, 2022. Results from the LTA were included in the mitigated negative declaration (MND) for the Project. City of Orinda (City) staff received a comment relating to the Project’s potential impacts at the existing pedestrian crosswalks at the intersection of Irwin Way and Orinda Way. This memorandum summarizes additional field work conducted to evaluate the Project’s potential pedestrian impacts.

Project Background
The Project site (10 Irwin Way) is located at the end of Irwin Way, northeast of Orinda Community Church and north of Orinda Senior Village. Based on Attachment C Project Trip Distribution and Project Trip Assignment of the LTA, the Project is expected to increase individual movement volumes by 1 to 5 vehicles, which equates to roughly one vehicle every 12-60 minutes during the peak period.

Field Observations
Kimley-Horn conducted field observations during the PM peak hour (4:30 PM - 5:30 PM) on Wednesday, July 27, 2022, as well as during the nighttime between 8:30 PM and 9:00 PM on Sunday, July 24, 2022. The purpose of the field observations was to assess if pedestrians were visible to drivers, as well as observe how vehicles interact with pedestrians. Observations were conducted on foot, as well as driving along Irwin Way and Orinda Way.

There are no objects or vegetation that obstruct drivers from seeing pedestrians crossing Orinda Way or Irwin Way. In addition, there are streetlights which illumine the crosswalks when dark. During the PM peak period, there were a total of 6 pedestrians (children and adults) and 5 bicyclists observed using the crosswalk and only two pedestrians utilizing the crosswalks at night. It was observed that vehicles traveling along Orinda Way would stop to allow pedestrians or bicyclists to cross. Vehicles traveling along Irwin Way would also stop, but mostly due to the stop sign for that approach. Based on these field observations there are no existing pedestrian deficiencies.

Pedestrian Impacts
Collision data was reviewed to determine if any trends were present that the Project could potential exacerbate. A Transportation Injury Mapping System (TIMS) query of collisions between January 1, 91 Item J.1
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 2017 and December 31, 2021 resulted in one collision at the intersection during this 5-year period. This collision occurred on December 5, 2020 and involved a vehicle traveling along Orinda Way and a pedestrian. No trends could be identified at this intersection since due the number of collisions in the last 5-years. TIMS crash data is attached.

Table 1 shows the comparison of the collision rate of the number of collisions per million vehicles entering for the intersection with the average rate for a suburban stop/yield-controlled intersection from the most recent Caltrans Annual Collision Data on California State Highways1. The intersection rate was calculated using peak hour turning volumes from the LTA and the number of collisions on the last 5 years. Calculations resulted in a collision rate of 0.120, which is half of the State’s average of 0.240.

Table 1: State Average and Intersection Accident Rate (AR) Collision Rate
State Average 0.240
Intersect 0.120
As discussed in the previous section, the field observation did not find any existing pedestrian deficiencies. A review of collision data for the intersection could not identify any collision trends and that the intersection collision rate is less than the State average rate. It is anticipated that the Project would not cause a surge of vehicles but may add one vehicle per movement every 12 to 60 minutes.

Based on these factors, the Project would result in no pedestrian impacts. 1 https://dot.ca.gov/programs/research-innovation-system-information/annual-collision-data 92 Item J.1
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https://tims.berkeley.edu/
2022/08/03 TIMS - Transportation Injury Mapping System
Crash Details for: Case ID 9263835
Crash Information
Parties: 2
Map View
Street View
County Contra Costa
City Orinda
Date & Time (M/D/Y) 12/05/2020 08:20
Location (Intersection) Orinda Wy & Irwin Wy
Dist. & Dir. from
Intersection
At Intersection
State Highway No
Geocoded Location 37.8842888, -122.1902313
Type of Crash G - Vehicle/Pedestrian
Motor Vehicle Involved
With
B - Pedestrian
Crash Severity 2 - Injury (Severe)
PCF Violation Category 03 - Unsafe Speed
Weather A - Clear
Alcohol Involved No
Pedestrian Accident Yes Bicycle Accident No
Motorcycle Accident No Truck Accident No
Party
Number
Party Type Statewide Vehicle Type At
Fault
Party
Direction
Movement Preceding
Collision
1 1 - Driver (including Hit and
Run)
- - Not Stated Yes East B - Proceeding Straight
2 2 - Pedestrian N - Pedestrian No West R - Other
Victims: 1
Party Number Victim Role Victim Gender Victim Age Victim Degree of Injury 2 3 - Pedestrian F - Female 76 5 - Suspected Serious Injury 93 Item J.1
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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840

MEMORANDUM
To: Drummond Buckley
City of Orinda
From: Elizabeth Chau, P.E.

Kimley-Horn and Associates, Inc.

Date: August 4, 2022
Subject: Vista Verde Village Community Housing – Irwin Way & Orinda Way Crosswalk Kimley-Horn and Associates, Inc. (Kimley-Horn) was retained by Orinda Senior Housing Foundation (OSHF) and prepared a local traffic analysis (LTA) dated March 7, 2022. Results from the LTA were included in the mitigated negative declaration (MND) for the Project. City of Orinda (City) staff received a comment relating to the Project’s potential impacts at the existing pedestrian crosswalk at Irwin Way.

This memorandum summarizes additional field work conducted to evaluate the Project’s potential pedestrian impacts.

There are no objects or vegetation that obstruct drivers from seeing pedestrians crossing Orinda Way or Irwin Way. In addition, there are streetlights which illumine the crosswalks when dark. During the PM peak period, there were a total of 6 pedestrians (children and adults) and 5 bicyclists observed using the crosswalks and only two pedestrians utilizing the crosswalks at night. It was observed that vehicles traveling along Orinda Way would stop to allow pedestrians or bicyclists to cross. Vehicles traveling along Irwin Way would also stop, but mostly due to the stop sign for that approach. Based on these field observations there are no existing pedestrian deficiencies.

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kimley-horn.com 4637 Chabot Dr., Suite 300, Pleasanton, CA 94588 925-398-4840 2017 and December 31, 2021 resulted in one collision at the intersection during this 5-year period. This collision occurred on Saturday, December 5, 2020 and involved a vehicle traveling along Orinda Way and a pedestrian crossing Orinda Way. The pedestrian was injured. No trends could be identified at this intersection since due the number of collisions in the last 5-years.

Based on these factors, the Project would result in no pedestrian impacts. 1 https://dot.ca.gov/programs/research-innovation-system-information/annual-collision-data 95 Item J.1
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From: Nathan Ogle
To: Julie Tamayo
Cc: Orinda Planning; Sheri Smith
Subject: Public Comments 42 Charles Hill Circle Agenda Item G1 260526 Date: Tuesday, May 26, 2026 2:53:04 PM
Attachments: Public Comments 42 Charles Hill Circle Agenda Item G1 260526.pdf 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.

Hi Julie,
Please add the letter attached to the public record for the item G.1 matter before the Orinda Planning Commission today, May 26, 2026.

Confirm receipt, thank you.

Nathan
96 Item J.1
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G.1: 42 Charles Hill Circle - Design Review, Elevated Deck Permit, and Exception Permit (DRA-2026-009, EDP2026-006, EXC-2026-009)The project includes modifications from previously approved applications (DRA-2022- 022, EDP-2022-010, EXC-2022-017, approved by PC-SOA-2023-002). Modifications include expanded deck, height increase, increase in the number of floors, and multiple door/window changes May 26, 2026
RE: 42 CHARLES HILL CIRCLE, ORINDA
To the Orinda Planning Commission,
Regarding G.1 before the Orinda Planning Commission on Tuesday, May 26, I strongly object to an approval of the modifications the builder made from previous application approvals.

The way the builder intentionally built the project contrary to what was approved and much larger and higher than what is reasonable is CRIMINAL. To reward this behavior now would make the City of Orinda complicit.

The neighbors can appeal to the City Council and also have civil litigation remedies. Also the contractor/architect is subject to licensing review.
• Edward Patmont, California architect's license - expired (#15458) • Hillside Homes Group, expired contractor's license - expired(#678869) Due to the nature of these expired licenses, there is concern about liability and negligence for those who filed the stamped drawings for permit approval and when the permits were submitted. There is an extreme lack of candor in all dealings.

Duty for honesty in real estate listing:
• Listed by Anton Danilovich, DRE #01448984, Golden Gate Sotheby's International Realty • Listed by Taylor Coyle, DRE #02014600, Golden Gate Sotheby's International Realty

BUILDER'S REMEDY
The City of Orinda should require the builder to make the reductions in size to avoid the complete lack of privacy to downhill neighbors. The report contains falsehoods; there is a significant loss of privacy for neighbors. The mature trees referred to in the report as providing screening were allowed to be cut to facilitate the initial project.

The builder's actions throughout (including substantial work after hours and on Sundays, contrary to ordinances) and to the point of threatening behavior towards neighbors have caused significant nuisance in the neighborhood. There is also a problem with their abuse and cutting of mature trees on shared borders. Thank you for your attention to this matter.

For the Good of Orinda,
Nathan Ogle, AIA LEEDap
Charles Hill Circle Resident
Co-Chair, AIA National Board Knowledge Committee
AIA California John S. Bolles Fellow
Past Chairman, Board of Governors – The Ohlhoff House | A Faith-based Nonprofit San Francisco Agency Past Chair, AIA National Regional & Urban Design Community AIA California, Board of Directors
Chair Emeritus, AIA California Urban Design Committee
AIA San Francisco Capital Center Campaign Task Force
Columbia University GSAPP Mentor
Virginia Tech Mentorship Connect
Ph.D. Candidate, Liberty University School of Business, Cognate Leadership Educator, School of Architecture, Academy of Art University San Francisco 97 Item J.1
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Planning Commission (PC) Minutes Page 1 of 5 1.24.2023
TUESDAY, January 24, 2023

CITY OF ORINDA

PLANNING COMMISSION MINUTES

1. CALL TO ORDER / ROLL CALL
The meeting was called to order at 7:00 PM by Chair Parnigoni.

PLANNING COMMISSIONERS PRESENT: Robert Hubner, Marian Jelinek, John Smith, Willy Mautner and Ann Parnigoni
PLANNING COMMISSIONERS ABSENT: Lina Lee

2. ADOPTION OF AGENDA
Commissioner Mautner made a motion for adoption of the agenda. The motion was seconded by Commissioner Hubner. The motion passed by a unanimous (5-0-1) vote.

3. PUBLIC FORUM
Chair Parnigoni opened the floor to any member of the public wishing to speak on any item not on the agenda. Seeing none and hearing none the public forum was closed.

4. CONSENT CALENDAR – No report.

5. CONTINUED PUBLIC HEARINGS – No report.

6. NEW PUBLIC HEARINGS
A. At 31 Orinda Way: A Design Review application for the renovation and expansion of an existing 4,712 square-foot, single-story structure at 31 Orinda Way into a 8,765 square-foot, two-level structure. The renovation would include a 135 squarefoot addition at the lower floor to convert the existing floor area from a bank to three co-located restaurant spaces sharing a 2,517 square-foot rear deck with an outdoor bar and restaurant seating facing San Pablo Creek. The project also proposes addition of a 3,918 square-foot second-story for office use and includes one 1,717 elevated deck subject to Elevated Deck review. An Exception Permit is required for increasing the height of the structure within side yard setback areas from an existing maximum 23'-8" to 32'-3", an increase in an existing nonconformity. A Tree Removal Permit is required to remove one mature oak tree located at the rear of the structure.

PROJECT SITE: 31 Orinda Way
APN: 265-170-022
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APPLICATIONS: DRA-2023-001; EDP-2023-001; EXC-2023-003; TRP2023-001 ZONING DESIGNATION: DC (Downtown Commercial)
OWNER/APPLICANT: Orinda Way, LLC
PROJECT PLANNER: Darin Hughes, Assistant Planner
CEQA STATUS: Categorically Exempt, CEQA §15301 (Existing facilities) STAFF RECOMMENDATION: Staff recommends that this agenda item to be continued to February 14, 2023 Planning Commission meeting.

ACTION: Commissioner Hubner made a motion to continue to a date certain of February 14, 2023.

The motion was seconded by Commissioner Smith and the motion carried by unanimous (5-0-1) vote as follows:

Ayes: Hubner, Jelinek, Smith, Mautner and Parnigoni
Noes: None
Abstain: None

Absent: Lee
B. 61 Moraga Via Design Review Application (DRA-2022-029) to Demolish an Existing Single-Family Dwelling and Construct a 4,928.94 Square Foot, 2-story, Single-Family Dwelling on an Existing 25,714 square foot lot, Located at 61 Moraga Via, in the RL-20 District.

PROJECT SITE: 61 Moraga Via
APN: 270-051-009
APPLICATIONS: DRA-2022-029
ZONING DESIGNATION: RL-20
OWNER/APPLICANT: SF21A, LLC c/o Adam Kates/Casper Liu
PROJECT PLANNER: Celina Palmer, Associate Planner
CEQA STATUS: Categorically Exempt, CEQA §15303
STAFF RECOMMENDATION: Approve the Design Review application Review to completely demolish an existing approximately
2,784 square foot single family dwelling and
construct a 4,928.94 square foot, 2-story,
singlefamily dwelling, with attached two-vehicle
garage, subject to the conditions of approval
included in the Draft Statement of Official Action.

ACTION: Commissioner Mautner made a motion to approve the Statement of Official Action subject to the conditions of approval listed below.

1. Subject to approval by Planning Department staff and prior to issuance of a Building Permit:

Item J.1
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Planning Commission (PC) Minutes Page 3 of 5 1.24.2023
a. The proposed Pennisetum X ‘Fairy Tails’/Evergreen Fountain Grass on the landscape plan shall be replaced with a similar plant species that is not on the City of Orinda’s Disallowed Vegetation List.
b. The landscape plan shall be revised to incorporate additional 24” box trees in the vicinity of the southern property line in order to provide privacy screening for the neighboring home at 10 Abbott Court.

The motion was seconded by Commissioner Hubner and the motion carried by majority (4- 1-1) vote as follows:

Ayes: Hubner, Smith, Mautner and Parnigoni
Noes: Jelinek
Abstain: None

Absent: Lee
C. At 42 Charles Hill Circle, Design Review for a proposed single family home which also requires an Elevated Deck Permit, Exception Permit and Tree Removal Permit.

PROJECT SITE: 42 Charles Hill Circle
APN: 260-080-001
APPLICATIONS: DRA-2022-022; EDP-2022-010- EXC-2022-017; TRP2022-012 ZONING DESIGNATION: RL-40 (Residential Low Density – 40,000 square feet) OWNER/APPLICANT: Hillside Homes Group Inc.

PROJECT PLANNER: Richard Smeaton, AICP, Contract Planner CEQA STATUS: CEQA §15303(a) – New construction or conversion of small structures
STAFF RECOMMENDATION: Staff recommends that the Commission adopt the draft Statement of Official Action to approve Design
Review (DRA-2022-022) to construct a 4,150
square-foot, two-story single-family residence, an
Elevated Deck Permit (EDP-2022-010) for the
construction of two decks totaling eight hundred
(800) square-feet at a height over six (6) feet above
finished grade at any point and a surface area of
two hundred (200) square feet or more, an
Exception Permit (EXC-2022-017) for building
height and aggregate height, and a Tree Removal
Permit (TRP-2022-012) for the removal of 13 trees.

ACTION: Commissioner Hubner made a motion to approve the Statement of Official Action subject to the below conditions.

1. The project shall comply with the recommendations of the Geotechnical Peer Review for the new residence at 42 Charles Hill Circle, dated January 18th, 2023, prepared by Atlas Technical Consultants.

Item J.1
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2. The Bay Laurel (Tree #4) along the southern property line that is proposed for removal shall be retained.

3. A construction management plan shall be prepared and approved by the Planning Director prior to the issuance of a building permit.

4. A more detailed landscape plan be submitted to the Planning Department and approved by the Planning Director indicating the location of the 15 replacement oak trees and providing additional screening along the southern property line.

The motion was seconded by Commissioner Mautner and the motion carried by unanimous (5-0-1) vote as follows:

Ayes: Hubner, Jelinek, Smith, Mautner and Parnigoni
Noes: None
Abstain: None

Absent: Lee
D. Water Efficient Landscape Ordinance Amending Chapter 17.17 of the Orinda Municipal Code
PROJECT SITE: Citywide
APN: Various
APPLICATIONS: City-sponsored
ZONING DESIGNATION: Various
OWNER/APPLICANT: N/A
PROJECT PLANNER: Richard Smeaton, AICP, Contract Planner CEQA STATUS: CEQA Exempt pursuant to CEQA Guidelines (Title 14 of the California Code of Regulations) Sections
15305 (Minor Alterations in Land Use Limitations).

STAFF RECOMMENDATION: Adopt PC Resolution No. 23-02 recommending the City Council adopt Ordinance 23-02, amending
Municipal Code Chapter 17.17 - Landscaping
ACTION: Commissioner Mautner made a motion to adopt Resolution 23-02 recommending the City Council adopt Ordinance 23-02, amending Municipal Code Chapter 17.17 – Landscaping.

The motion was seconded by Commissioner Smith and the motion carried by unanimous (5-0-1) vote as follows:

Ayes: Hubner, Jelinek, Smith, Mautner and Parnigoni
Noes: None
Abstain: None

Absent: Lee

7. OTHER COMMISSION MATTERS – No report.

8. PLANNING COMMISSIONER'S REPORTS – No report.

Item J.1
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Planning Commission (PC) Minutes Page 5 of 5 1.24.2023

9. PLANNING DIRECTOR'S UPDATE – Drummond Buckley said the City Council approved the final map for our first SB9 Lot spilt.

10. ADJOURNMENT
A motion was made by Chair Parnigoni to adjourn the meeting at 8:45 pm. The next Planning Commission meeting will be Tuesday, February 14, 2023 at 7:00 pm by teleconference via zoom webinar.

Item J.1
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Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
8/7/2023 11:31:30 AM
A0.0

COVERSHEET
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
NEW CUSTOM RESIDENCE: 42 CHARLES HILL CIRCLE
AUGUST 8, 2023
APN: 260-080-01
LOT 55, MONTI VISTA SUBDIV.

LOT AREA: 26,136 +/- (SAME AS

NET PARCEL AREA)
AVG SLOPE OF SITE: 53% +/-
NUMBER OF STORIES: 2
MAX BUILDING HEIGHT: 38' - 6"
(EAST ELEVATION ONLY)

BUILDING SETBACKS
SIDE YARD EAST = 16' - 0"
SIDE YARD WEST = 51' - 0"
FRONT YARD SOUTH = 15' - 0"
REAR YARD WEST = 33' - 9"
# Pound OR Number
& And
@ At
ACT Acoustic Ceiling Tile
AD Area Drain
AFF Above Finished Floor
ALUM Aluminum
ANOD Anodized
BSMT Basement
BYND Beyond
BOT Bottom
CIP Cast In Place
CHNL Channel
CJ Control Joint
CLG Ceiling
CLR Clear
CMU Concrete Masonry Unit
COL Column
COMPRCompressible
CONC Concrete
CONT Continuous
CPT Carpet
CT Ceramic Tile
CTYD Courtyard
DBL Double
DEMO Demolish or Demolition
DIA Diameter
DIM Dimension
DIMS Dimensions
DN Down
DR Door
DWG Drawing
EA Each
EJ Expansion Joint
EL Elevation
ELEC Electrical
ELEV Elevator or Elevation
EPDM Ethylene Propylene Diene M-Class
(Roofing)
EQ Equal
EXIST Existing
EXP JT Expansion Joint
EXT Exterior
FD Floor Drain or Fire Department
FEC Fire Extinguisher Cabinet
FIXT Fixture
FLR Floor
FM Filled Metal
FO Face Of
FND Foundation
GA Gauge
GALV Galvanized
GWB Gypsum Wall Board
HC Hollow Core
HM Hollow Metal
HP High Point
HR Hour
HVAC Heating, Ventilating, And Air
Conditioning
IRGWB Impact Resistant Gypsum Wall Board
ILO In Lieu Of
INSUL Insulated or Insulation
INT Interior
LO Low
MAX Maximum
MO Masonry Opening
MECH Mechanical
MEMBRMembrane
MIN Minimum
MRGW Moisture-Resistant Gyp Wall Board
MTL Metal
NIC Not In Contract
NO Number
NOM Nominal
OC On Center
OH Opposite Hand
OZ Ounce
PCC Pre-Cast Concrete
PLUMB Plumbing
PLYD Plywood
PT Pressure Treated
PNT Paint or Painted
PVC Polyvinyl Chloride
RBR Rubber
RCP Reflected Ceiling Plan
RD Roof Drain
REQD Required
RM Room
SIM Similar
SPEC Specified OR Specification
SPK Sprinkler or Speaker
SSTL Stainless Steel
STC Sound Transmission Coefficient
STL Steel
STRUC Structure or Structural
T&G Tongue And Groove
TELE Telephone
TLT Toilet
TO Top Of
TOC Top Of Concrete
TOS Top Of Steel
TPD Toilet Paper Dispenser
T/D Telephone/Data
TYP Typical
UNO Unless Noted Otherwise
U/S Underside
VIF Verify In Field
VP Vision Panel

PROJECT INFORMATION

PROJECT DIRECTORY
OWNER

HILLSIDE HOMES GROUP,
INC.
500 OAKSHIRE PLACE
ALAMO, CA 94597

ARCHITECHT

HILLSIDE HOMES GROUP,
INC.
500 OAKSHIRE PLACE
ALAMO, CA 94597

STRUCTURAL ENGINEER

ADVANCED ENGINNERING
3381 WALNUT BLVD. STE.
220
BRENTWOOD, CA 94513

CIVIL ENGINEER

TERRA FIRMA

ENGINEERING
3710 LONE TREE WAY #113
ANTIOCH, CA 94509

GEOTECHNICAL ENGINEER
LANGBEHN GEOTECHNICAL GRP.
1034 RICHMOND ST.

EL CERRITO, CA 94530
(510) 558-8028
TITLE-24 ENERGY CONSULTANT

SWEET SUSTAINABLE

SOLUTIONS

LISA SWEET

ABBREVIATIONS

VICINITY MAP

1. CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS AT THE SITE, BRING ANY INCONSISTENCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH WORK.

2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS.

3. ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED.

4. COORDINATE EXACT LOCATION OF ALL ELECTRICAL FIXTURES AND OUTLETS WITH ARCHITECT IN FIELD.

5. COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT, DUCTS, GRILLES, REGISTERS, FLUES AND VENTS WITH ARCHITECTURAL DRAWINGS.

6. INSTALL ALL MATERIALS, EQUIPMENT, AND FIXTURES IN CONFORMATION WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE MANUFACTURER.

7. PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR: LIGHT FIXTURES, ELECTRICAL UNITS, PLUMBING FIXTURES, BATHROOM ACCESSORIES, HEATING EQUIPMENT, CASEWORK, ANDALL OTHER ITEMS REQUIRING SUPPORT.

8. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING ON-SITE UTILITIES DURING CONSTRUCTION.

9. ANY QUESTIONS REGARDING THE INTENT RELATED TO THE LAYOUT OF THE NEW WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK.

10. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ADOPTED EDITIONS OF THE UBC, CBC, AND ALL OTHER BUILDING CODES CURRENTLY ENFORCED BY LOCAL AUTHORITIES.

11. ALL FIRE PREVENTION WORK TO BE DONE IN ACCORDANCE WITH THE 2019 CALIFORNIA FIRE CODE AND REFERENCE TO NFPA 13D WITH EAVE SPRINKLERS PER MOFD.

12. THIS HOME IS LOCATED IN THE WILDLAND INTERFACE FIRE AREA. THE HOME SHALL COMPLY WITH CRC R337 - IGGNTION RESISTANT CONTRUCTION. NOTE: THE WOOD DECKING SHOWN MUST COMPLY WITH CRC R337.

13. ALL LIGHT FIXTURES IN THE TUB AND SHOWER TO BE LABELED SUITABLE FOR DAMP LOCATIONS.

Sheet List
Sheet Name
Sheet
Number Sheet Issue Date
COVERSHEET A0.0 8/8/2023
SITE PLAN A1.0 8/8/2023
UPPER LEVEL A1.1 8/8/2023
LOWER LEVEL A1.2 8/8/2023
ROOF PLAN A1.3 8/8/2023
EAST & WEST ELEVATIONS A2.1 8/8/2023
NORTH & SOUTH ELEVATIONS A2.2 8/8/2023
BUILDING SECTIONS A3.0 8/8/2023
ARCHITECTUAL DETAILS A4.0 8/8/2023
CONSTRUCTION MGMT PLAN C1.3 8/8/2023
LANDSCAPE PLAN L1.1 8/8/2023
TREE PROTECTION PLAN L1.2 8/8/2023
3D PERSPECTIVE & MATERIALS Z1.2 8/8/2023

ASSESORS PARCEL MAP
FAR: 4789/26136 = 0.183 (18.3%)
IMPERVIOUS SURFACE AREA:

HOUSE ROOF = 1700
GARAGE ROOF = 600 SF
SUNSHADES = 500 SF
DRIVEWAY = 1200 SF
DECKS = 800 SF
TOTAL IMPERVIOUS = 4800 SF
ADJUSTED FLOOR AREA:

UPPER LEVEL = 1650 SF
LOWER LEVEL = 2500 SF
TOTAL LIVING AREA: 4150 SF
GARAGE = 600 SF
(GARAGE LESS) = -400 SF
SEC. 17.6.3 AREA = 439 SF
TOTAL FLOOR AREA: 4789 SF
NOTE: IF PLANS PRINTED 11X17, SCALE MAY NOT MATCH
ZONING TYPE: R-40/CD-1
OCCUPANCY: R3 (SFR)
6 PARKING SPACES:
3 GARAGE
1 UNCOVERED
CONSTRUCTION CLASS: V
FIRE SPRINKLER SYSTEM:

YES
C3 STORMWATER
CONTROL: OPTION 4

BIORETENTION FACILITY

SYMBOLS GENERAL NOTES
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022

SUBJECT

PROPERTY
FIRE NOTES:

1. ALL FIRE PREVENTION WORK TO BE DONE IN ACCORDANCE WITH THE 2019 CALIFORNIA FIRE CODE AND REFERENCE TO NFPA 13D WITH EAVE SPRINKLERS PER MOFD.

2. THIS HOME IS LOCATED IN THE WILDLAND INTERFACE FIRE AREA. THE HOME SHALL COMPLY WITH CRC R337 - IGGNTION RESISTANT CONTRUCTION. NOTE: THE WOOD DECKING SHOWN MUST COMPLY WITH CRC R337.

3. AN ALTERNATE MATERIALS APPLICATION SHALL BE APPROVED THAT ADDRESS AVAILABLE FIRE FLOW AT THE SITE: THE REQUIRED FIRE FLOW FOR THE HOME IS 875 GPM. THE AVAILABLE FLOW IS 314 GPM. THE APPLICATION INDICATES THE SPRINKLER SYSTEM WILL BE UPGRADED TO PROVIDE A 3 SPRINKLER HYDRAULIC DESIGN, AND THE ADDITION OF FIRE SPRINKLERS IN THE BATHROOMS, CLOSETS AND ATTIC SPACES; AS WELL AS SPRINKERS AT ALL EAVES.

Item J.1
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DN
DN
15' - 0"

SIDEYARD

SETBACK
16' - 0"
FROM 40" OAK
12' - 0"
1028'
1027'
1026'
1029'
1030'

SUNSHADE
7' - 0"

MAIN DECK

NEW PROPOSED RESIDENCE
D
C
O
A
T
N
T
T
E
ILE
D
VER AT
LINE
WATER

LATERAL
NEW
WATER
METER

NEW LANDSCAPING

AT FRONT YARD

NEW LANDSCAPING

AT FRONT YARD

CONCRETE DRIVEWAY
C.I.P CONCRETE

PAVERS AT ENTRY
1024.75'
5' MAX HEIGHT

PLANTER WALL
1017' - 6"
1024' - 9"

ELECTRIC LATERAL
3 CAR GARAGE

SETBACK AT STREET
31' - 5" FRONTYARD SETBACK
15' - 0".
1022' - 10"

REAR YARD

SETBACK
19' - 0"

SIDEYARD SETBACK
25' - 0"

SETBACK AT HOUSE
51' - 0"
4' - 0"
4' - 0"
1035' - 0"
T.O PARAPET
CL
REMOVE
OAK
REMOVE
OAK
STUMP
REMOVE
OAK
SLOPE 9%
TO
DRAIN
ELEC.

METER
NORTH
ARROW

GAS LATERAL
GAS
METER
4" SEWER LATERAL

FROM SEWAGE

EJECTOR PUMP

EXISTING
SEWER
MAIN

FAMILY ROOM/KITCHEN
UPPER LEVEL: 1023'
LOWER LEVEL: 1012'

SOFFIT AT

DOTTED LINE
3 C1.1
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
SLOPE 5% TO DRAIN

STRIP DRAIN AT DRIVEWAY

SECONDARY
ELECTRIC BOX;

BY PG&E

STUMP (DEAD TREE,

TO BE REMOVED)
STUMP
DEAD
TREE
5' - 0"
5' - 0"
1015'
1010'
1005'
1000'

EXISTING HEDGE AT

PROPERTYLINE
REMOVE

OAK (DYING)
REMOVE
OAK
REMOVE
BAY
REMOVE
BAY
REMOVE
BAY
995'
990'
1020'
1020'
1015'
1025'
1010'
1005'
6" TO 2' TALL

CURB AT

DRIVEWAY
B.O WALL:
1011' - 6"
1017' - 6"
B.O WALL:
1013' - 6"
B.O WALL:
1017' - 6"
B.O WALL:
1013' - 6"
1035' - 0"
T.O PARAPET
4" DRAINPIPE
REMOVE
BAY
REMOVE
OAK
REMOVE
ACACIA
REMOVE
BAY

EXISTING
FIRE

HYDRANT
54'
FROM
PL
1019' - 0"
1019' - 0"
FIRE/SITE STAIR:

CONCRETE STAIR ACCESS
& CONCRETE LANDING
ACCESS; 4' MIN. WIDE AT
STAIR & 4' - 4" MIN CONCRETE

LADDER PADS IN FRONT

OF EGRES/RESCUE
OPENINGS (CRC 310)
4' - 0"

GARBAGE
ENCL.
9' - 6"
4' - 10"
1/8" = 1'-0" 1
Site Plan
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/8" = 1'-0"
8/7/2023 11:31:36 AM
A1.0

SITE PLAN
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
2 Design Review 1 9/7/2022
Item J.1
Packet Page 490

SETBACK
25' - 0"

FLEETWOOD MULTISLIDE DOOR
16' - 0"
3' - 0" 16' - 0" 3' - 0" 9' - 6" 3' - 0"
19' - 7"
33' - 0"
-
- South Elevation
- B
A2.2
2 North Elevation
2' - 6"
2' - 0" 4' - 9" 9' - 0" 4' - 9"
17' - 0"
17' - 5"
16' - 6"
6' - 6" 19' - 10" 11' - 10"
7' - 0"7' - 0"
2' - 0" 2' - 0"

POWDER ROOM
ENTRY
6' - 6"
16' - 0" 10' - 0"

22.50°

22.50°
26' - 4"

SIDEYARD SETBACK
51' - 0"
SHAFT

SIDEYARD SETBACK
16' - 0"
16' - 4" 36' - 1"
44' - 0"
1 A3.0
GARAGE

DINING ROOM

FAMILY ROOM

KITCHEN
1023' - 0"
A2.1
1 East
Elevation
A2.1
2 West
Elevation
COAT
12' - 10"
2 A3.0
3 A3.0

MAIN DECK
BAR
8' - 0"
2' - 6"
(
IS
G
LAND
AS)
42" MIN. TALL

GUARD RAIL AT

BACKUP SPACE

CONCRETE DRIVEWAY

CONCRETE
FIRE
RISER
ROOM

SETBACK FROM STREET
31' - 5"

FRONTYARD SETBACK FROM
PL
15' - 0".
2 SIDED

FIREPLACE
C.I.P CONCRETE

PAVERS AT ENTRY

NEW LANDSCAPING

AT FRONT YARD

SOFFIT SHOWN

DOTTED, EXTEND

OVER GARAGE ROOF
3' - 2"
DUCT
7' - 6"
5' - 0"

REARYARD SETBACK
33' - 9"
CONCRETE WALL:

CONTINUE TO

STREET FROM

BACKUP SPACE

FLEETWOOD CURTAIN WINDOW
12' - 0"

FLEETWOOD FRONT DOOR
10' - 6"
R
W
EC
IN
ESSED
AT ST
DOW
W
ONE
ALL
CIRCLE
A2.2
1 South Elevation

GARBAGE

ENCLOSURE
LOWER

PLANTER
5' - 10"

SETBACK FROM PL
15' - 0"

STEPS UP

TO GARAGE
1025' - 0"

POTTED PLANTS

FOR SCREENING
4 A4.0
9' - 6"

SOLID DECK - PORCELAIN PAVERS

OVER WATERPROOF MEMBRANE
NOTES:

CLASS A ROOFING ASSEMBLY
1-HR FIRE RATED ASSEMBLY ON ALL EXTERIOR WALLS (5/8" TYPE X GYP. OR 7/8" STUCCO

DOUBLE BLOCKING BETWEEN RAFTER EAVES

EAVE VENTING PER APPROVED COUNTY METHODS

SAFETY GLASS FOR ALL EXTERIOR WINDOWS AND DOORS
VENT LOUVERS IN WALLS SHALL NOT EXCEED 144 SQ IN PER OPENING ALL REQUIREMENTS PER CBC CHAPTER 7A & O.M.C 15.04.626
WINDOW NOTE:

ALL WINDOWS AND GLASS DOOR ASSEMBLY TO COMPLY
WITH SECTION 708A.2.1. ALL GLASS TO BE TEMPERED
IF SAFETY GLAZING TO BE PROVIDED ON ALL WINDOWS: TO
BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MIN.

OF ONE TEMPERED PANE MEETING THE REQUIREMENTS
OF SECTION 707.A.5 AND 707.A.9

GARAGE DOORS SHALL

BE PROVIDED WITH

WEATHER STRIPPING
PER SECTION 708A.4
GARAGE NOTE:

EXTERIOR GARAGE DOORS

SHALL BE PROVIDED WITH

WEATHER STRIPPING TO

RESIST THE INTRUSION OF

EMBERS FROM ENTERING

THROUGH GAPS BETWEEN

DOORS AND DOOR OPENINGS

WHEN VISIBLE GAPS EXCEED
1/8 INCH (3.2 MM). WEATHER

STRIPPING OR SEALS SHALL BE

INSTALLED ON THE BOTTOM,

SIDES, AND TOPS OF DOORS

TO REDUCE GAPS BETWEEN

DOORS AND DOOR OPENINGS
TO 1/8 INCH (3.2 MM) OR LESS.

SELF

CLOSING
HINGES
-
-
North Elevation
- B
4 A3.0

STRIP DRAIN AT DRIVEWAY
HILL

CHARLES
52' - 5"

FIRE PIT (GAS)
10' - 6"

BBQ (GAS)
5' - 0"
2' - 2"
3 A4.0
10 A4.0
2 C1.1
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/4" = 1'-0"
8/7/2023 11:31:38 AM
A1.1

UPPER LEVEL
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 1
Upper Level
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
Item J.1
Packet Page 491
UP
UP
DN
16' - 0"
17' - 2" 19' - 4"
14' - 1" 2' - 0" 16' - 11"
1 A3.0
13' - 1" 4' - 0" 14' - 0"
5' - 6" 15' - 1"
3' - 5"
5' - 6"
A2.1
1 East
Elevation
A2.1
2 West
Elevation

MASTER BEDROOM
2 A3.0
3 A3.0
W
4 D
' - 6"
5' - 6"
4' - 0" 6' - 11" 19' - 5" 4' - 0".
7' - 10"
5' - 9"

MASTER CLOSET
M
B
A
A
STER
TH
BENCH
VALVE
17' - 2" 13' - 6"
CLOSET
DUCT

OFFICE/GYM
BEDROOM 2

GUEST SUITE
BATH 2

GUEST BATH
5' - 0"
1' - 10"

ENTERTAINMENT ROOM

LAUNDRY
2' - 3"
2' - 0"
2' - 0"

ART PLATFORM
STEP
7' - 0"
12' - 7"
A2.2
1 South Elevation
CLOSET
5' - 8"
3' - 4"
DUCT
MIN.
4' - 0"
MIN
4' - 0"

LOWER PLANTER

BACKFILL AT

DRIVEWAY
7' - 0"
8 A4.0
1 HR FIRE RATED AT ALL

UNDERSIDE PROJECTIONS,
TYP. SOLID DECKING TO
COMPLY WITH 709A
WINDOW NOTE:

ALL WINDOWS AND GLASS DOOR ASSEMBLY TO COMPLY
WITH SECTION 708A.2.1.

SAFETY GLAZING TO BE PROVIDED ON ALL WINDOWS: TO
BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MIN.

OF ONE TEMPERED PANE MEETING THE REQUIREMENTS
OF SECTION 707.A.5 AND 707.A.9
4 A3.0
15' - 11" 36' - 6"
SHOWER
SHOWER
33' - 0"
20' - 7"
10' - 5"
15' - 0"

LOWER PLANTER
5' - 0"
5' - 0"

BACKFILL AT

DRIVEWAY

MAIN DECK

SHOWN DOTTED

LANDING

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R10

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R10
34' - 4"
2 C1.1
2' - 0"

CANTILEVER AT

BUILDING LINE, SSD
2' - 3" 1' - 9"
CLOSET
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/4" = 1'-0"
8/7/2023 11:31:39 AM
A1.2

LOWER LEVEL
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 1
Lower Level
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
Item J.1
Packet Page 492

TPO MEMBRANE ROOF

SUNSHADE
MAIN DECK: TPO WATERPROOFING
W/ 3/4" PORCELEIN PAVERS OVER PEDESALS

TPO MEMBRANE ROOF

TPO MEMBRANE ROOF
RIDGE
VALLEY
VALLEY
3 A1.3
6 A4.0

SUNSHADE
DRAIN
STONE VENER;

WATERPROOF

PARAPET CAP

SUNSHADE W/ TPO

WATERPROOF

MEMBRANE
VALLEY

EXTERIOR ENTRY PORCH CEILING
TO COMPLY WITH CBC SECTION 707A.6

ALL EXTERIOR SUNSHADES

TO HAVE CONTINUOUS
SOFFIT VENT, SECTION CBC 707A
SOLAR PANELS:

LOCATION TBD

SUN PATH STUDY

CONDUIT TO ELECTRIC PANEL
D.S

OVERFLOW
UP 2" FROM
T.O SCUPPER
VALLEY
7 A4.0
A1.3
2 CRICKET VALLEY
VALLEY
D.S

OVERFLOW
UP 2" FROM
T.O SCUPPER
D.S
VALLEY
D.S

OVERFLOW
UP 2" FROM
T.O SCUPPER
1035' - 0"
1035' - 0"
6 A4.0
FIRE NOTE:

SOLAR PANELS REQUIRE A SEPARATE

PERMIT FROM MOFD & MUST BE
LOCATED IN ACCORDANCE W/ CFC 1204
ROOF, EAVE AND VENTING NOTES:

CLASS A ROOFING ASSEMBLY
1-HR FIRE RATED ASSEMBLY ON ALL EXTERIOR WALLS,
(5/8" TYPE X GYP. OR 7/8" STUCCO

DOUBLE BLOCKING BETWEEN RAFTER EAVES

EAVE VENTING PER APPROVED COUNTY METHODS

SAFETY GLASS FOR ALL EXTERIOR WINDOWS AND DOORS
VENT LOUVERS IN WALLS SHALL NOT EXCEED 144 SQ IN PER OPENING ALL REQUIREMENTS PER CBC CHAPTER 7A & O.M.C 15.04.626
10 A4.0
2 C1.1
0' - 6"
0' - 9"
0' - 4"

DOWNSPOUT

SCUPPER
0' - 6"
0' - 3"
0' - 5"

SCUPPER

FRONT SIDE
2' X 3"

OVERFLOW,
TYP.

PARAPET
WALL

TORCHED DOWN

MEMBRANE
22 GAUGE GALVANIZED

SHEET METAL

FLASHING

STUCCO, WOOD OR

METAIL SIDING, SEE
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
As
indicated
8/7/2023 11:31:40 AM
A1.3

ROOF PLAN
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 1
Roof Plan
1 1/2" = 1'-0"
2 Scupper/Downspout Detail
1 1/2" = 1'-0" 3
Flashing Cap Detail
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
Item J.1
Packet Page 493
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"

CEMENT BOARD PANELS,

SWISS PEARL OR SYM,
AT ENTRY AND SUNSHADE;
COLOR: KILAMANJARO GREY

TRU EXTERIOR SIDING
W/ 1/8" REVEAL 'SHIP LAP'

SIDING, PAINTED GREY
STONE
VENEER
(SANDSTONE
OR SYM.)
6" THICK

CONCRETE

PLANTER
WALLS

CEMENT BOARD PANELS,

SWISS PEARL OR SYM,
AT ENTRY AND SUNSHADE;
COLOR: KILAMANJARO GREY
42" TALL CABLE

RAILING BY

KEUKA STUDIOS
RAILINGS; COLOR

TO BE GAMBLERS GREY
SMOOTH
STUCCO
SIDING

ALMUMINUM
FRAME
GARAGE
DOOR
ELEC.

METER
52 62
46 PROPOSED AGGREGATE HEIGHT
36' - 0" 2' - 0".

ENTRY
GAS
METER
ENTRY (BEYOND);
ON 22.5 DEG ANGLE

FROM MAIN DECK
10 A4.0

DINING ROOM

BUILDING CONER

ON DIFFERENT

SLOPE PLANE,

SEE SOUTH
ELEVATION, A2.2

REQUIRED AGGREGATE BUILDING HEIGHT
35' - 0"

PROPOSED BUILDING
HEIGHT
29' - 6".
999' - 6"
1037' - 6"

CANTILEVER
DECK
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"

SWISS PEARL
SUNSHADE;

KILAMANJARO
GREY

EXISTING
GRADE

CONCRETE

PLANTER WALL

CONCRETE RETAINING

WALL AT BACKUP SPACE
44" CABLE

RAILING

AT BACKUP
SPACE
STONE VENEER:

SANDSTONE OR SYM

SWISS PEARL
SUNSHADE;

KILAMANJARO
GREY
1030' - 0"
STREET
SMOOTH
STUCCO
SIDING:

CLASIC
GREY

CANTILEVER AT

ENTRY/STAIR
SMOOTH
STUCCO
SIDING:

CLASIC
GREY

BRONZED

ANNODIZED

ALUMINUM FRAME

FRONT DOOR,
GARBAGE ENCLOSURE:

IPE SIDING TO MATCH

ENTRY FACADE
27'- 0" PROPOSED & REQ. BUILDING HEIGHT

PROPOSED AGGREGATE BUILDING HEIGHT
33' - 9"
59 57
MAX REQ. AGGREGATE BUILDING HEIGHT
35' - 0"

SKIRT WALL
6' - 0"

ENCLOSURE
4' - 3"
12" - 18" EXPOSED

CONCRETE, MAX
2' - 0"
GRADE BEAM, TYP.

STUCCO,
SEE. A.D
STUD
WALL

GROUND LINE

INTERIOR
CRAWL
SPACE
VULCAN FOUNDATION VENT:

VFS814S; 8" X 14" STUCCO
SET BACK 3/4"
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
As
indicated
8/7/2023 11:31:41 AM
A2.1

EAST & WEST ELEVATIONS
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0"
1 East Elevation
1/4" = 1'-0" 2
West Elevation
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
1 1/2" = 1'-0" 3
Typical Grade Beam Detail w/ Vent
Item J.1
Packet Page 494
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
2' - 6"
2' - 6"

STONE VENER WALL
COLOR: SANDSTONE

BLACK ALUMINUM
FRONT DOOR;

FLEETWOOD OR SYM

CEMENT BOARD
PANELS: SWISS PEARL
PANELS OR SYM;

DARK GREY
1' - 0"
SMOOTH STUCCO:

COLOR: CLASSIC GREY 3/8" STUCCO
REVEAL

CEMENT BOARD
PANELS AT SUNSHADE:

SWISS PEARL
PANELS OR SYM;

DARK GREY
SMOOTH STUCCO:

COLOR: CLASSIC GREY
SMOOTH STUCCO:

COLOR: CLASSIC GREY

CABLE RAILING

AT MAIN DECK
RECESS
GARAGE

DRIVEWAY
CURB

CONCRETE DRIVEWAY

OVER COMPACTED
BACKFILL AND A.B;
SEE S.S.D

SOLAR PANELS

AT GARAGE ROOF

IPE SIDING

AT ENTRY

PROPOSED BUILDING HEIGHT
14' - 6"
T.O Parape
1035' - 0
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Upper Lev
1023' - 0
Lower Lev
1012' - 0
Lower Level
1012' - 0"
45 DEGREE

ANGLE AT

BUILDING
45 DEGREE

ANGLE AT

BUILDING

DARK ANNODIZED

CURTAIN WALL

WINDOW AT

STAIR/ENTRY

SWISS PEARL
PANELS. CONT.

FROM ENTRY

PRODEMA OR

PARKLEX WOOD

PANELING

SWISS PEARL AT

SUNSHDAE
SMOOTH STUCC;
COLOR: CLASSIC
GREY; W/ 3/8"

STUCCO REVEALS
6' - 0"
2X12 SHIPLAP CANTILEVER
SIDING, TRUEXTERIOR
SIDING

PAINTED BLACK
OR SYM.

CONCRETE

PLANTER
WALL

CONCRETE

DRIVEWAY
WALL
2X12 SHIPLAP
SIDING, TRUEXTERIOR SIDING

PAINTED BLACK
OR SYM.

SMOOTH STUCC;
COLOR: CLASSIC
GREY; W/ 3/8"

STUCCO REVEALS

POTTED PLANTS

AT DECK FOR

SCREENING

SHEETMETAL
DOWNSPOUT;

PAINTED GREY
(MATCH PANEL)

SOLAR PANEL

AT GARAGE ROOF
2' - 6"

PROPOSED AGREGATE BUILDING HEIGHT
36' - 0"
PROPOSED AG. BUILDING HEIGHT AT DINNING ROOM
33' - 6"
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/4" = 1'-0"
8/7/2023 11:31:43 AM
A2.2

NORTH & SOUTH ELEVATIONS
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 2
North Elevation
1/4" = 1'-0" 1
South Elevation
Revision Schedule
Revision
Number Revision Description
Revision
Date
Item J.1
Packet Page 495
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"
ISLAND

KITCHEN MAIN DECK CABLE

RAILING

CRAWL SPACE/

MECH ROOM PLATFORM

FRONT YARD
GAS
METER

SUNSHADE SUNSHADE

W/ DRAIN
T.O PARAPET:

USE TPO CAP

HOOD (EXIT THROUGH ROOF)

PIER, TYP
GRADE
BEAM,
TYP.

GAS

LATERAL
7' - 0".
10' - 6"
SECTION 17.6.3 AREA:
36'- 6" x 10' - 6" = 383 SF

EXISTING
GRADE

ENGINEERED BACKFILL

AT FRONT YARD
4" PERF.

DRAINPIPE

AT FOOTING

WATERPROOFING

AT RETAINING WALL,

PARASEAL OR SYM

W/ MIRADRAIN OR SYM

PROTECTIVE LAYER
36' - 0"
10 A4.0
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"

CANTILEVER
7' - 0"

PIER, TYP,
S.S.D

FOOTING & RETAINING
WALL PER S.D
ENTRY
8' - 0"
GLASS

RAILING

CURTAIN
WALL
WINDOW

AT STAIR
SHAFT
GLASS

RAILING
ART

PLATFORM

CEMENT BOARD
PANEL; SWISS PEARL
C.I.P CONCRETE

PAVERS AT

FRONTYARD

WATERPROOF

MEMBRANE
1009' - 0"
1023' - 0"
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"
GARAGE

GUEST SUITE

DRIVEWAY

SOLAR PANELS

AT ROOF
6' - 6"

WATERPROOF

MEMBRANE AT
WALL; OVERLAP

W/ MEMBRANE

AT GARAGE SLAB
1009' - 0"
1025' - 0"
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"

SUNSHADE

DOUBLE SIDED

FIREPLACE
3' - 6"
7' - 0"
CRAWL
SPACE

EXISTING
GRADE
SECTION 17.6.3 AREA:
16'- 0" x 3' - 6" = 56 SF
FIREPIT: RUN GAS

FROM KITCHEN

ABUTMENT
WALL
BATT INSULATION:

SEE TITLE 24 FOR
ADDTL. INFO.

TV
SCALE
DATE
DRAWN
JOB

ARCHITECT -

BUILDER -

DEVELOPER
500 OAKSHIRE PL.

ALAMO, CA 94596
925-322-1422
1/4" = 1'-0"
8/7/2023 11:31:44 AM
A3.0BUILDING SECTIONS
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 1
Section Through Kitchen
1/4" = 1'-0" 2
Section Through Entry Stair
1/4" = 1'-0"
3 Section Through Garage
Revision Schedule
Revision
Number Revision Description
Revision
Date
1/4" = 1'-0"
4 Section Through Dining Room
Item J.1
Packet Page 496
1' - 0"
0' - 6"

WATERPROOF

MEMBRANE

WATERPROOF

MEMBRANE
FLOOR JOIST:

SEE PLAN
3X P.T MUD SILL
A.B PER PLAN
12" CONC.

RETAINING
WALL
1/2"

TEMPERED

CONCRET

SHEET METAL GUTTER
@ DECK ONLY, CONNECT
TO DOWNSPOUT TO 4"

SOLID DRAINPIPE TO

DISSIPATOR, SEE SITE
STUCC

CR LAURENCE

BASE SHOE

BOLTED TO
FASCIA; SEE
1/2" BOLT TO PLATE

W/ WASHER AND
NUT;

TORCHDOW
N
Z

FLASHIN
G
TURNED
DOWN @
DECK
4X12 P.T
NOTE: CRL Part # B5S; 2-1/2 inches (63.5 mm) wide
by 4-1/8 inches (104.8 mm) high rectangular cross-section.

Designed to work with CRL's TAPER-LOC® Dry Glazed System with 1/2” to 5/8” (12 to 16 mm) monolithic tempered glass.

FRAME IN SOFFIT - SEE
44" TALL MIN
S.S RAILING CAP
BY C.R
6" MINIMUM WIDE

BITUTHANE OR
EQUAL
ALUM. FRAME
WINDOW, DBLE.

PANE,

FLEETWD
5/8"
SHEETROCK2X

HEADER, SEE FRAMING
5/8"

SHEAR PLYWOOD,
S.S.D SCHEDULE

FLOOR OR ROOF

PLYWOOD
SUBFLR.

S.S.D
7/8" THICK STUCCO,
3 COAT OVER

MEMBRANE -
EXTRA
2 PLY
STUCCO
BLDG. PAPER,

SEAL ALL
2X FURRING STRIP, AS
2X2 WINDOW NAILER,
ALL 4 SIDES AS REQ.

SUNSHADE: WHERE

OCCURS,
SHEAR
WALL

LVL DECK JOIST

WATERPROO
F

ALUMINUM SHOE

COVERING/CLADDING

FLASHING

SDS LAG
SCREW

CR LAURENCE
'SIDE MOUNT' SHOE
STUCCO
0' - 1"
SHEET
METAL
PAN
DOOR
M.B FROM SHOE

THROUGH RIM BOARD
CONC.

TOPPING
WALL
BEYOND
6" MINIMUM WIDE

BITUTHANE OR EQUAL
FLASHING ALL 4 SIDES
ALUM. FRAME
WINDOW, DBLE.

PANE, FLEETWD

OR MILGUARD
5/8" SHEETROCKSMOOTH FINISH
2X FRAMING

HEADER, SEE FRAMING PLAN
5/8" SHEETROCK

SHEAR PLYWOOD,
S.S.D SCHEDULE

FLOOR OR ROOF JOIST

PLYWOOD
SUBFLR.

S.S.D

PAREX STUCCO,COAT
OVER 5/8" EXT. RATED

GYP BOARD, DENS

GLASS OR SYM
2X FURRING STRIP, AS REQ.
2X2 WINDOW NAILER,
ALL 4 SIDES AS REQ.

SUNSHADE:

WHERE OCCURS,

SEE ELEVATION
SOLID

BLOCKING

CONTINUOUS SOFFIT VENT,
VULCAN VSC 2021FIRE RATED;
TO COMPLY CBC 707A.5 & 707A.9
JOIST,

FIRE STOPPING CONTINUOUS SOFFIT
VENT:

VULCAN VENT - VSC 2021; COMPLY

CEMENT BOARD

PANEL AT
5/8" EXT. GYP BOARD

W/ STUCCO FINISH
3/4" P.T

SLOPED TPO ROOF (TO
SLP. 1/4/FT
CANT
ROOF JOISTS @ 24" O/C,
SSD

INSULATION
INSULATION PER TITLE 24

EARTHQUAKE STRAPS,

TOP CEILING

STRUC ROOF

DIAGPHRAM,

THERMOPLASITC POLYOFELIN
(TPO) WATERPROOF MEMBRANE

TOP PARPAET
833' - 6"
1/2" PLYWOOD,

RUN WATERPROOF UP AND

OVER PAPRAPET WALL, CAP

WITH TPO 'L' CAP

FIRE RETARENT

ROOF SLIP SHEET
POLYISO RIGID FOAM INSULATION, 1 1/2" MIN.;

SLOPE DRAIN LOCATIONS
1/2"

STAIR TREAD

OR LANDING

SURFACE
1/2"
1/2"

TEMPERED

CRL GLASS
STANDOFFS;
MIN. 2
EVERY
1/2" X 5" LAG
SCREW'
MIN 3"
0' - 9"
MIN. AT LANDING & FLOOR AREAS; 34"-38" @ STAIR
3' - 6"

TOP RAIL
OR
CEMENT
BOARD
PANEL
3 1/2" X 18" PSL

RIM BOARD
NOTE:

USE 2" FIRE STOPPING

CONTINUOUS SOFFIT VENT,
(VULCAN OR SYM.), VENT ALONG
EACH GIRDER, S.S.D (2 TOTAL)

LVL DECK

FRAMING,

TYP, SSD
24" X 24"

PORCELAIN
PAVER

TPO WATERPROOF

MEMBRANE

CONCEALED

PAVER SUPPORT
SYS. BY BISON PED.

STUCCO
SOFFIT
RIGID FOAM:

SLOPE TO
DRAIN

PSL/LVL RIM

BOARD FOR

RAILING

ATTACHMENT
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
SUNSHADE:

CLADDING TO COMPLY
W/ SECTION 708A.3,

NON-COMBUTIBLE

MATERIAL

ROOF/CEILING

THRESHOLD
BBQ
DECK
ANDERSON E SERIES FRENCH DOOR:

THE EXTERIOR SURFACE OR

CLADDING SHALL BE
OF NONCOMBUSTIBLE MATERIAL.

GLASS IN DOOR TO BE MULTIPANE

GLAZING WITH A MINIMUM OF ONE

TEMPERED PANE MEETING THE
REQUIREMENTS OF SECTION 2406

SAFETY GLAZING
EXTERIOR PORTION OF A 1-

HOUR FIRE RESISTIVE

EXTERIOR WALL ASSEMBLY

APPLIED TO THE UNDERSIDE

OF THE RAFTER TAILS OR

SOFFIT INCLUDING

ASSEMBLIES USING THE

GYPSUM PANEL AND

SHEATHING PRODUCTS

LISTED IN THE GYPSUM

ASSOCIATION FIRE

RESISTANCE DESIGN
MANUAL
SCALE
DATE
DRAWN
JOB

ARCHITECT -

BUILDER -

DEVELOPER
500 OAKSHIRE PL.

ALAMO, CA 94596
925-322-1422
As indicated
8/7/2023 11:31:45 AM
A4.0ARCHITECTUAL DETAILS
42 CHARLES HILL
CIRCLE
8/8/2023
HHG
0042

ORINDA, CA
1" = 1'-0" 1
Abutment Wall Detail at Garage/House
3" = 1'-0"
2 Railing Shoe Detail @ Deck
1" = 1'-0"
5 Typical Window Detail
1 1/2" = 1'-0"
8 Railing Detail at Master Slider
1" = 1'-0" 4
Typical Window Detail w/ Sunshade
1" = 1'-0" 6
Typical Sunshade Detail
1" = 1'-0" 7
Typical Class A Roof Assembly Detail
1 1/2" = 1'-0" 9
Railing - Interior Side Mount
Revision Schedule
Revision
Number Revision Description
Revision
Date
3" = 1'-0"
3 Main Deck Paver Detail
1/2" = 1'-0" 10 Section Through Door/Sunshade
Item J.1
Packet Page 497
UP
DN
1028'
1027'
1026'
1029'
1030'
5' MAX HEIGHT

PLANTER WALL
4' - 0"
4' - 0"
REMOVE
OAK
REMOVE
OAK
REMOVE
OAK
NORTH
ARROW
STUMP
STUMP
STUMP
DEAD
TREE

NO TREE
REMOVE
OAK
REMOVE
ACACIA
REMOVE
BAY
REMOVE
BAY
REMOVE
BAY
REMOVE
BAY
REMOVE
OAK
REMOVE
BAY

CANTILEVERED

SECTION
NEW GRADED PAD: EL. 1009'
T.O WALL
1023' - 0"
12" THICK REINFORCED

COCRETE RETAINING WALL
B.O WALL
1011' - 6"
T.O WALL
1025' - 0"
T.O WALL
1025' - 0"
T.O WALL
1023' - 0"
12" THICK

CONCRETE

GRADE BEAM,
TYP, S.S.D

LANDSCAPE

WALL, HEIGHT
VARIES

ENGINEERED
FILL: COMPACT
TO 95%
12" THICK

CONCRETE

GRADE BEAM,
TYP, S.S.D
3 C1.1
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
4" SOLID DRAINPIPE:

CONNECT TO 4" PERF

PIPE AT DISSIPATOR
NOTE: ALL STORM DRAINAGE

WATER TO BE DIRECTED INTO

CLOSED PIPE AT DISSIPATORS,
PER C3 REQ.

OPTION 4 - BIORETENTION FACILITY
LEGEND

ENGINEERED FILL

GRADED PAD

EROSION FENCE
GRADING/DRAINAGE INFORMATION:

TOTAL IMPERVIOUS SURFACE AREA: 2500 SF - HOUSE
TOTAL IMPERVIOUS SURFACE AREA: 1500 SF - DRIVEWAY
TOTAL LAND DISTURBANCE AREA: 1500 SF +/-
TOTAL FILL: 92 CY
TOTAL CUT: 92 CY
TOTAL OFFHAUL: NA
CCC GENERAL GRADING NOTES:

By accepting this permit, the permittee, for himself, his contractors, and employees, promises to save, indemnify anti hold harmless thc County of Contra Costa and its employees, agents and representatives from all liabilities and claims for damages by reason in injury or death to any person(s), or damage to property, from any cause whatsover while in, upon or in any way connected with the work covered by this grading permit, and does further promise to defend these indemnitee in any claim or action arising out of or as a result of the work done under this permit.

All grading, site preparation, placing and compaction of fill to be done in accordance with Contra Costa County Grading Ordinance No. 99-46; also under the direct supervision of the soil engineer. Subsequent to completion of the work, the soil engineer shall submit to the County Building Inspection Department a report stating that all work has been done to its satisfaction.

All grading, site preparation, placing and compaction of fill, to be done in accordance with Contra Costa Count Grading Ordinance No. 99-46, under the direct supervision of the County Senior Grading Inspector.

Contractor to notify Contra Costa County Grading Section 48-hours prior to start of work. (Schedule a 600 Pre-Construction Meeting Inspection) All cut slopes shall be rounded to meet existing grades and blend with surrounding topography. All graded slopes shall be planted with suitable ground cover.

Any deviation from approved plan requires approval of the Contra Costa County Senior Grading Inspector, prior to any changes occurring on the project site.

All slide repair work, keyways, subdrain installation, and buttress fills work shall be inspected by the Grading Section. Report from the Soil Engineer shall be submitted to the Grading Section regarding the slide repair and/or subdrain installation. Note: All keyways require a 601 rough grade inspection approval prior to backfilling.

During grading operations, contractor shall implement dust control measures on site and haul routes, and comply to all federal, state, and local clean water program requirements.

A 601 rough grade inspection approval required prior to. the placement of foundation concrete, (this includes piers and footings).

A final report by the Civil Engineer certifying that all grading, lot drainage and drainage facilities have been completed and the slope planning installed in conformance with the approved plans, shall be submitted to the County prior to issuance of building permits.

Silt and erosion control plans required for work during all seasons. Compliance to Storm Water Pollution Prevention Regulations is at all times, year round.

If there are any existing water wells on this property, you shall contact the County Department of Health Services, Environmental Health Division, prior to any grading in the immediate vicinity of these wells.

Grading work hours are 7:30 a.m. to 5:30 p.m., Monday thru Friday. No grading work will be performed on observed National Holiday. Contra Costa Count Community Development conditions of approvals hours of opcration supercedes the above hours.

CATCH
BASIN
(AT FINISH
GRADE)
DRAIN PIPE NOTES:

THE PERFORATED PIPE AND THE SOLID

DRAIN PIPE CANNOT BE COMBINED UNTIL

DOWNHILL FROM THE HOUSE
PIPE MATERIAL:

PACIFIC PLASTICS OR SYM.
4" SOLID DRAIN PIPE PVC,
ASTM D-2729

EXISTING SLOPE TO REMAIN

NO GRADING

EROSION

CONTROL
FENCE
4 C1.1
4 C1.1
CATCH
BASIN
(AT FINISH
GRADE)
T.O Parapet
1035' - 0"
Upper Level
1023' - 0"
Lower Level
1012' - 0"
1009' - 0"
T.O WALL
B.O WALL
FOOTING, S.S.D
12" THICK

REINFORCED

CONCRETE

RETAINING
WALL
1011' - 0"

GRADED PAD

ELEVATION
12" THICK
GRADE
BEAM

CRAWL SPACE

PIER, TYP

EXISTING
GRADE

ENGINEERED BACKFILL

AT FRONT YARD
4" PERF.

DRAINPIPE

AT FOOTING,

CONNECT TO
ENERGY

DISSIPATORS

WATERPROOFING

AT RETAINING WALL,

PARASEAL OR SYM

W/ MIRADRAIN OR SYM

PROTECTIVE LAYER
1023' - 0"

SUNSHADE
DRAIN
GRADED
PAD
4" DIA SDR 35

SOLID DRAINPIPE

FROM BLDG

DOWNSPOUTS &
DRIVEWAY. SEE

DRAINAGE PLAN
EARTH
4" PERF PIPE
SDR35, 20' LONG

EXISTING GRADE

ON HILLSIDE
4" DIA CLEANOUT
W/ CAP
12" WIDE x 16" DEEP
SECTION OF CLASS 2
PERMEABLE DRAINROCK;

ENTIRE LENGTH OF
DISAPATION STRUCTURE (20')
4" RIPRAP
OVER
NOTE: 90 DEG. ELBOW AT EACH END

W/ SLOTTED COVER FOR OVERFLOW
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
As
indicated
8/7/2023 11:31:46 AM
C1.1

GRADING & DRAINAGE PLAN
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
1/8" = 1'-0"
1 Grading Plan

EDGE OF PAVEMENT
3/16" = 1'-0" 2
Section Through Kitchen - Copy
1/4" = 1'-0" 3
Energy Dissipator Detail
1/2" = 1'-0" 4
Catch Basin Detail
Item J.1
Packet Page 498
DN
DN
1028'
1027'
1026'
1029'
1030'
NORTH
ARROW

EXISTING OAK

AT PROPERTY
CORNER: REMOVE

PER ARBORIST
REPORT

STUMP NO TREE
EXISTI
NG
FI
RE

HYDRANT
54'
FROM
PL

STORAGE CONTAINER

TEMPORARY SHORING WALL TO CREATE ADDITIONAL ROOM ONSTREET SHOULD FOR PARKING

AND DELIVERIES
TEMP. STEMPSTO B.O SITE,REPLACE W/ CONCSTEPS AT BUILDINGFINAL, SEE SITE PLAN 9' - 1"
TEMP SHORINGWALLS, IF NEEDED.SEE SHORING WALLDETAIL
NOTE: THE FOUNDATION AND HOUSE RETAINING WALL WILL BE CONSTRUCTED AND BACKFILLED IN THE FIRST 60 DAYS; ONCE COMPLETE, ADDITIONAL PARKING AND CONSTRUCTION STAGING WILL BE CREATED

CONSTRUCTION

STAGING AREA
PARKING 2
EROSION CONTROLFENCE;SEE GRADINGPLAN, SHEET C1.1
PARKING 1
2 C1.3
TEMP.

POWER
POLE

MAIN DECK HOUSE

TRASH CANS FOR

WEEKLY CURBSIDE

PICKUP - LUINCH

COMPOST, ETC

TYPICAL ORANGE CONSTRUCIONFENCE ALONG FRONT PROPERTY LINE

STRAW WADDLE

AT STREET

TEMPORARY

FACILITY

DELIVERIES

DELIVERIES
GARAGE
CONTRUCTION MANAGEMENT PLAN NOTES:1) 2 PARKING SPACES SHALL BE FIRST CONSTRUCTED ALONG THE WEST SIDE OF THE PROPERTY FOR PARKING OF CONSTRUCTION VEHICLES AND EQUIPMENT.  CONSTRUCTION MATERIALS SHALL BE STAGED OUT OF THE PUBLIC RIGHT OF WAY ON THE PARCEL. (EXHIBIT 2) A SAFETY FENCE (STANDARD ORANGE SAFETY FENCING) SHALL BE TEMPORARILY INSTALLED ALONG THE PROPERTY ENTRANCE.
3) GRADING, DRAINAGE, AND EROSION CONTROL MEASURES SHALL BE FOLLOWED AS INDICATED IN THE GRADING PLAN.4) WHEN PERMITTED IN THE PUBLIC RIGHT-OF-WAY, THE FOLLOWING ACTIVITIES SHALL ONLY BE

ALLOWED DIRECTLY IN FRONT OF THE SUBJECT PROPERTY, UNLESS PRIOR WRITTEN CONSENT OF THE CITY AND AFFECTED PROPERTY OWNER(S) IS OBTAINED:
- DELIVERY, UNLOADING AND STAGING OF CONSTRUCTION MATERIALS AND EQUIPMENT- INSTALLATION OF ABOVE OR UNDERGROUND UTILITIES- INSTALLATION OF ANY DRAINAGE FACILITIES, INCLUDING BUT NOT LIMITED TO, DRAINAGE PIPES, DRAIN INLETS, DRAIN OUTFALL, CULVERTS, SWALES, ETC. - INSTALLATION OF RETAINING WALLS, MAILBOXES, CURBS- INSTALLATION OF TEMPORARY OR PERMANENT DRIVEWAYS- INSTALLATION OF LANDSCAPING- TO THE GREATEST EXTENT POSSIBLE, PARKING OF WORKERS’ VEHICLES 5) THE SITE SHALL BE PROPERLY MAINTAINED DURING CONSTRUCTION OR A STOP-WORK ORDER WILL BE ISSUED BY THE PLANNING DIRECTOR (I.E., REFUSE SHALL BE DISCARDED PROMPTLY, CONSTRUCTION MATERIALS SHALL BE NEATLY STORED, AND THE PUBLIC RIGHT-OF-WAY SHALL NOT BE ENCROACHED UPON).6) NO CONSTRUCTION, ALTERATION, DEMOLITION, GRADING, EXCAVATION OR REPAIR ACTIVITIES (“CONSTRUCTION ACTIVITIES”) MAY OCCUR IN THE CITY DURING TIMES OTHER THAN THOSE SET FORTH IN ORINDA MUNICIPAL CODE SECTION 15.04.180 - WEEKDAYS: MONDAY THROUGH FRIDAY, CONSTRUCTION ACTIVITIES MAY OCCUR BETWEEN THE HOURS OF EIGHT A.M. AND SIX P.M.D- SATURDAYS AND SUNDAYS: ON SATURDAYS AND SUNDAYS, CONSTRUCTION ACTIVITIES MAY OCCUR BETWEEN THE HOURS OF TEN A.M. AND FIVE P.M., EXCEPT THAT ON SUNDAYS ONLY ARESIDENT OF THE SITE AND ONE ADDITIONAL PERSON MAY WORK ON THE SITE- HEAVY CONSTRUCTION EQUIPMENT: USE OF HEAVY CONSTRUCTION EQUIPMENT IS PROHIBITED ON SATURDAYS AND SUNDAYS. 7) TRASH, SCRAP AND DEBRIS SHALL BE STORED IN A CONTAINER ON THE CONSTRUCTION SITE.8) NO PERSON SHALL PLACE OR MAINTAIN A CONTAINER IN THE PUBLIC RIGHT-OF-WAY WITHOUT AN ENCROACHMENT PERMIT.

EXCAVATION CUT
8' - 0"
18' - 0".
8' - 0" 9' - 6" MIN. STEEL I-BEAM: W6X20 @ 5' - 0" O.C MAX

EXISTING GRADE
4X12 LAGGINGFOR SHORING WALL

FILL PIER HOLEWITH GRAVEL AFERBEAM IS PLACED
12" DIA DRILLED HOLE
NOTE: VEHICLE ACCESS BEHINDRETAINING WALL: MAX. WEIGHT = 40,000 LB.

SCALEDATEDRAWN
JOB

ARCHITECT -

BUILDER -

DEVELOPER
500 OAKSHIRE PL.

ALAMO, CA 94596
925-322-1422
As indicated
9/6/2023 2:32:40 PM
C1.3

CONSTRUCTION

MGMT PLAN
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
1/8" = 1'-0" 1 Construction Mgmt Plan
3/8" = 1'-0" 2 Shoring Wall Detail
Item J.1
Packet Page 499
DN
DN
FROM 40" OAK
12' - 0"
1028'
1027'
1026'
1029'
1030'

SUNSHADE

MAIN DECK

NEW PROPOSED RESIDENCE
WATER

LATERAL

NEWWATERMETER

NEW LANDSCAPING AT FRONT YARD

NEW LANDSCAPING

AT FRONT YARD

CONCRETE DRIVEWAY
C.I.P CONCRETE PAVERS AT ENTRY
5' MAX HEIGHTPLANTER WALL

ELECTRIC LATERAL
4' - 0"
4'
-
0"

GARBAGE

ENCLOSURE
REMOVE
OAK
REMOVE
OAK
REMOVE
OAK
TREES TO BE REMOVED:TREE NO: 6 TOTAL OAK - SEE PLANTOTAL DBH = ~99"NOTE: SEE ARBORITS REPORT ANDREFER TO SHEEET:L1.2 - TREE PROTECTION PLANFOR ADDITIONALTREE DETAILS REMOVE
= EXISTING

OAK TREE

LANDSCAPE LEGEND

ENGLISH LAVENDER

PHORMIUM

NANDINA

KARL FOERESTER

COAST LIVE OAK
1 8
4 5
6 2
7 WHITE LANTANA

AGAVE BLUE FLAME
3 LOMANDRA MAT RUSH
9 SMART, WEATHER-BASED

IRRIGATION CONTROLLER

WITH RAIN SENSOR TIMER
IRRIGATION NOTES: AT SERVICE ENTRANCE
1) BACKFLOW PREVENTION DEVICE
2) FLOW SENSOR
3) MAIN SHUT OFF VALVE
4) IRRIGATION CONTROLLER W/ RAIN SENSOR
PLANTING PLAN COMPLIANCE NOTES:MIN. 4 CY OF AMEDMENTS PER1000 SF OF LANDSCAPINGTILLED TO A DEPTH OF 6"MIN. 3" MULCH ON EXPOSED SOILS

WATER POINT OFCONNECTIONWITH MANUAL SHUTOFF VALVE PRESSURE REGULATOR

LOCATED AT WATER SERVICE
IRRIGATION COMPONENT LEGEND IRRIGATION TIMER - RAINBIRD ST8I MANUAL SHUT OFF VALVE - APPOLOO BRAS FNPT BACKFLOW PREVENTION - WATTS 007M1QT-1 FLOW SENSOR - RAINBIRD RSDBEX EMISSION DEVICE - RAINBIRD ACCESSORIES ZONE/VALVE # FLOW RATE (GPM) PLANTING DESCRIPTION HYDROZONE TYPE IRRIGATION METHOD AREA (SQUARE FEET) 1 0.25 SHRUBS LOW WATER USE PLANTS POINT SOURCE 2502 0.25 SHRUBS VERY LOW WATER USE PLANTS POINT SOURCE 3003 0.25 SHRUBS VERY LOW WATER USE PLANTS POINT SOURCE 3504 0.25 TREES LOW WATER USE PLANTS POINT SOURCE 4005 0.25 TREES LOW WATER USE PLANTS POINT SOURCE 300 NOTE: ZONE 4 & 5 FLOW RATE WILL INCEASE TO .40 (GPM) FOR FIRST 3 MONTHS TO INSURE NEW OAK TREES TAKE TO NEW ENVIORMENT

RUSSIAN SAGE
L. ANGUSTIFLOIA
SIZE
1 GAL1 GAL1 GAL

LANTANA MONTEVIDENSIS
COMMON NAME SPECIES PLANT NO.
5 GAL5 GAL5 GAL
5 GAL5 GAL
15 GAL

LOMANDRA HYSTRIX

ZONE (SEE KEY)

AGAVE TEQUILANA

NEW ZEALAND FLAX

NANDINA DOMESTICA

CALAMAGROSTIS ACUTIFLORA

SALVIA YANGII
QUERCUS AGRIFOLIA ZONE 5
TOTAL
ZONE 4ZONE 1
ZONE 4
ZONE 1ZONE 2
ZONE 3, 5
ZONE 2ZONE 3
15152525520151512

COYOTE BUSH

PLANTED ALONG

DRIVEWAY WALL
NORTH
ARROW

LANDSCAPING AT
'LOWER/TERRACE' WALL

EXISTING OAK

AT PROPERTY
CORNER: REMOVEPER ARBORISTREPORT

POTTED PLANTS FOR SCREENING
STUMP
STUMP
STUMP

DEADTREE

LARGE BOULDERS

EXISTING HEDGE DOWN

PROPERTY LINE

NO TREE
REMOVE
OAK
REMOVE
ACACIA
REMOVE
BAY
REMOVE
BAY
REMOVE
BAY
REMOVE
BAY
REMOVE
OAK
REMOVE
BAY
MOFD LANDSCAPING NOTES (FIRE CODE SECTION 325):1) EXTERIOR HAZARD COMPLIANCE1. CUT ANNUAL GRASSES AND WEEDS TO A HEIGHT OF 3” OR LESS2. MAINTAIN THE ROADSIDE FREE OF ENCROACHING VEGETATION WITHIN 3’ HORIZONTALLY AND 15’VERTICALLY FROM EDGE OF ROADWAY3. REMOVE JUNIPER AND BAMBOO WITHIN 10’ OF A ROAD BY THE END OF 20234. THIN OR REMOVE CONCENTRATIONS OF NON-IRRIGATED BRUSH5. REMOVE LADDER FUELS TO CREATE AT LEAST A 6’ AIR GAP BETWEEN THE LOWER PORTIONS OF TREE CANOPY AND THE GROUND OR GROUND FUEL6. REMOVE ALL DEAD OR DYING TREES7. REMOVE ALL GROUND LITTER8. REMOVE ALL COMBUSTIBLE GROUND COVER WITHIN 2’ OF A STRUCTURE TO INCLUDE MULCH & BARK.9. CREATE AT LEAST A 1’ AIR GAP BETWEEN THE GROUND AND LOWER PORTION OF BUSHES, PRIVETS, \ AND OTHER DECORATIVE PLANTS WITHIN 2’ OF STRUCTURES

10. CREATE 6’ OF VERTICAL CLEARANCE BETWEEN TREE CANOPY AND ROOFS11. REMOVE EUCALYPTUS AND MONTEREY PINE WITHIN 6’ OF STRUCTURES2) PLANTS ON THE MOFD PROHIBITED PLANTS LIST SHALL NOT BE PLANTED.3) LANDSCAPING INSPECTION SHALL BE DONE WITH THE CONSTRUCTION INSPECTION M
4 IN '
-
5"
5' MIN. NON-COMBUSTIBLE ZONE AROUND EXT. WALLS OF THE HOME 6' MIN. VERTICAL CLEARENCEBETWEEN THE TREE CANOPY

AND THE ROOF OF THE HOME
EXISTI
NG
FI
RE

HYDRANT
54'
FROM
PL
= NEW TREE TO BE PLANTED INLIEU OF REQUESTEDTREE REMOVALS,SEE KEY FOR TREETYPE 9 9
9 9
9 9
9 9
9 9
9 9
9 15 NEW REPLACEMENT
OAK TREES; SEE CONDITIONS
OF APPROVAL, TREE 9
9 9
ScaleDateDrawnJob

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/8" = 1'-0"
8/30/2023 10:35:53 AM
L1.1

LANDSCAPE PLAN
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/8" = 1'-0" 1 Landscape Plan
Revision Schedule
Revision
Number Revision Description
Revision
Date
1 Fire Review 1 6/7/2022
Item J.1
Packet Page 500
SCALE

DATEDRAWN
JOB

ARCHITECT -

BUILDER -

DEVELOPER
500 OAKSHIRE PL.

ALAMO, CA 94596
925-322-1422
8/30/2023 10:35:54 AM
L1.2

TREE PROTECTION
PLAN
42 CHARLES HILL
CIRCLE
8/8/2023

TRAVERSO
0042

ORINDA, CA
Revision Schedule
Revision
Number Revision Description
Revision
Date
BAY
TREE
BAY
TREE
ACACIA
TREE
OAK
TREE
BAY
TREE
OAK
TREE
BAY
TREE
OAK
TREE
DYING
OAK
TREE
OAK
TREE
OAK
TREE
BAY
TREE
Item J.1
Packet Page 501
UP
UP
DN
SETBACK @ HOUSE CORNER
16' - 0"
15' - 4" 21' - 2"
13' - 9" 2' - 1" 17' - 3"
1 A3.0
5' - 5" 15' - 1"
3' - 4"
5' - 5"
A2.1
1 East
Elevation
A2.1
2 West
Elevation

MASTER BEDROOM
2 A3.0
3 A3.0
5' - 6"
6' - 7" 19' - 9"
6' - 1"
C
M
LO
ASTER
SET
M
B
A
A
STER
TH
BENCH
VALVE
CLOSET

ENTERTAINMENT
BEDROOM 2

GUEST SUITE
BATH 2

GUEST BATH

LAUNDRY

ART PLATFORM
5' - 6"
13' - 5"
A2.2
1 South Elevation
5' - 0"
3' - 4"
MIN.
4' - 1"
MIN
4' - 0"

LOWER PLANTER

BACKFILL AT

DRIVEWAY
5' - 6"
1 HR FIRE RATED AT ALL

UNDERSIDE PROJECTIONS,
TYP. SOLID DECKING TO
COMPLY WITH 709A
WINDOW NOTE:

ALL WINDOWS AND GLASS DOOR ASSEMBLY TO COMPLY
WITH SECTION 708A.2.1.

SAFETY GLAZING TO BE PROVIDED ON ALL WINDOWS: TO
BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MIN.

OF ONE TEMPERED PANE MEETING THE REQUIREMENTS
OF SECTION 707.A.5 AND 707.A.9
4 A3.0
15' - 11" 36' - 6"
SHOWER
SHOWER
33' - 0"
20' - 6"
12' - 0"

BACKFILL AT

DRIVEWAY

MAIN DECK

SHOWN DOTTED

LANDING

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R310

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R10

OFFICE/GYM
3' - 0"
SOFFIT
CLOSET
6' - 6" 5' - 6" 11' - 2"

STORAGE/
MECH.
6' - 3"
12' - 0"
13' - 0"
4' - 9"
4' - 9"
2' - 9"
W D
4' - 9"

INSULATION

AT WALL

FOR SOUND

FUR WALL

AT STAIR
26' - 4"

DROP CEILING
2' - 0"
2' - 0"
2' - 0"
2' - 0"
4' - 0"
5' - 6"
3' - 9"
24' - 0"
1015' - 0"
1013' - 10"
STEP
-7" -7"
1015' - 0"
2' - 0"
STRUC
WALL
4' - 9"
-
---

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R310

EMERGENCY ESCAPE &
RESCUE OPENING, CRC R310
8' - 1"
12' - 10" 21' - 9"
34' - 8"
9' - 1"
Scale
Date
Drawn
Job

ARCH - CONST - DEVELOP
500 OAKSHIRE PLACE
ALAMO, CA 94507
925-322-1422
SHEET
1/4" = 1'-0"
7/23/2024 11:51:44 AM
A1.2

LOWER LEVEL
42 CHARLES HILL
CIRCLE
8/8/2023
CP
0042

ORINDA, CA
1/4" = 1'-0" 1
Lower Level
Revision Schedule
Revision
Number Revision Description
Revision
Date
3 Revision 1 7/23/2024
Item J.1
Packet Page 502
42 Charles Circle
DRA-2026-009, EDP-2026-006, EXC-2026-009
1 Item J.1
Packet Page 503
Project Description
The project includes an appeal of Planning Commission’s denial of request to legalize as-built changes to an approved project, triggering Design Review, Special Design Review, an Elevated Deck, and Exception Permits
Constructed, 4,789 adjusted square-foot (5,919 gross
square-foot (including proposed 730 square-foot ADU)),
three-story, single-family residence on a 26,000 square-foot lot within the RL-40 (Residential Low Density - 40,000 square feet minimum lot size) District.
2 Item J.1
Packet Page 504
Vicinity Map
The project site is located on the north side of Charles Hill Circle, at approximately the midpoint of where Charles Hill Circle intersects with Charles Hill Road and Hartford Road. 3 Item J.1
Packet Page 505
Project Site
42 Charles Hill Circle
RL-20-R RL-20-R
4 Item J.1
Packet Page 506
Zoning
RL-40: Residential Low Density - 40,000 sq. ft. Minimum Lot Size RL-20-R RL-20-R RL-40
5 Item J.1
Packet Page 507
RL-20-R RL-20-R RL-40
RL-40-R
RL-40
RL-20
Lafayette
RL-40: Residential Low Density - 40,000 sq. ft. Minimum Lot Size RL-40-R: Residential Low Density - 40,000 sq. ft. Minimum Lot Size with Ridgeline Overlay RL-20: Residential Low Density - 20,000 sq. ft. Minimum Lot Size Surrounding Zoning
6 Item J.1
Packet Page 508
Site Characteristics
26,000 square-foot lot
Awaiting Final: Single-Family Residence and ADU
Average slope 48%
RL-20-R RL-20-R RL-40
7 Item J.1
Packet Page 509
Background
January 24, 2023, Planning Commission approval of DRA-2022-022, EDP-2022-010, EXC- 2022-017, and TRP-2022-012 to construct a new two-story single-family residence with elevated decks.

October 6, 2023, Staff approved a Building Permit Application and Project Plans (OR-2023- 340) for the applicant to submit to Contra Costa County Building Department.

September 25, 2024, Contra Costa County issued a Building Permit (BIR24-001526) for the approved project.

April 20, 2026, Staff visited the project site to conduct a final inspection. The constructed project did not match the approved plans (significant window and door changes, material changes which increased the building height, an additional floor was added, and the upper deck increased in size).
8 Item J.1
Packet Page 510
Background
April 22, 2026, applicant applied for Design Review, Exception Permit, and Elevated Deck Permit to legalize the modifications made from the previously approved project.

On May 15, 2026, Staff noticed the project for the May 26, 2026, Planning Commission hearing.

On May 26, 2026, at the public hearing, the Planning Commission heard from Staff (recommending approval) and the applicant. Motions to deny and to approve the project both resulted in tie votes, which is treated as a denial of the project and did not adopt a statement of official action.

On June 3, 2026, the Planning Commission’s decision was appealed by the applicant.

On August 5, 2026, Staff noticed the project for the tonight’s City Council hearing. 9 Item J.1
Packet Page 511
Permits Required
Design Review,
Special Design Review,
Elevated Deck Permit,
and Exception Permits
10 Item J.1
Packet Page 512
Elevated Deck
 Approved January 24, 2023
Proposed Project 
11 Item J.1
Packet Page 513
Elevated Deck
^Approved January 24, 2023 Proposed Project ^
12 Item J.1
Packet Page 514
Permits Required
Building Height
Aggregate Building Height
Number of Stories
13 Item J.1
Packet Page 515
Exception Permit – Building Height
^Approved January 24, 2023 Proposed Project ^
14 Item J.1
Packet Page 516
Exception Permit – Aggregate Building Height
^Approved January 24, 2023 Proposed Project ^
15 Item J.1
Packet Page 517
Exception Permit – Number of Stories
^Approved January 24, 2023 Proposed Project ^
16 Item J.1
Packet Page 518
Exception Permit – Number of Stories (ADU)
^Approved January 24, 2023 Proposed Project ^
17 Item J.1
Packet Page 519
Design Review– Material Changes (front)
18 Item J.1
Packet Page 520
Design Review– Material Changes (east)
19 Item J.1
Packet Page 521
Design Review– Material Changes (west)
^Approved January 24, 2023 Proposed Project ^
20 Item J.1
Packet Page 522
Design Review– Material Changes (rear)
21 Item J.1
Packet Page 523
Design Review– Window/Door Changes (front)
22 Item J.1
Packet Page 524
Design Review– Window/Door Changes (east)
23 Item J.1
Packet Page 525
Design Review– Window/Door Changes (west)
24 Item J.1
Packet Page 526
Design Review– Window/Door Changes (rear)
25 Item J.1
Packet Page 527
Photos (as built)
Photos from April 20, 2026, taken during inspection
26 Item J.1
Packet Page 528
Floor Area Distribution, Floor Area Ratio
Areas 2023 Approved Project
(Square Feet)
As-Built Project
(Square Feet)
Net Change
(Square-feet)
Upper Level Floor Area 1,650 1,650 0
Lower Level Floor Area 2,500 2,500 0
Garage 600 600 0
Over 17ft in Height Area 6 439 433
Basement (>4’ above grade) 108 - -108
ADU Area - 730 730
Gross Floor Area 4,864 5,919 1, 055
Garage Credit (§17.6.4[A]) -400 -400 0
Basement Credit -108 - 108
ADU - -730 -730
Adjusted Floor Area 4356 4,789 433
Floor Area Ratio (FAR) 16.8% 18.4% 1.6%
27 Item J.1
Packet Page 529
Floor Area Distribution, Floor Area Ratio
Neighborhood Statistics Lot Size
(Square Feet)
Existing Floor Area
(Square Feet)
FAR
(Square-feet)
High 175,000 6,191 17%
Low 14,000 1,181 1%
Average 61,262 3,238 9%
Median 47,895 2,892 7%
2023 Approved Project 26,000 4,356 16.75%
As-Built Project 26,000 4,789 18.42%
28 Item J.1
Packet Page 530
Proposed Project - Compliance
§17.4 – Residential District Base Development Regulations Parking Required Proposed Status
Enclosed Spaces 2 3 
Unenclosed Spaces 3 (2 for SFR, 1 for ADU) >3 
Minimum Setbacks (Feet) Required Proposed Status
Front Yard
15’ from property line,
>25’ from edge of existing
roadway
15’ from property line,
>25’ from edge of existing
roadway

Side Yard 15 16’ 
Aggregate Side Yard 40 67’ 
Rear Yard 15 33.75’ 
Heights (Feet) Maximum Allowed Proposed Status
Building 27 30.5’ -
Aggregate 35 38.5’ -
Stories 2.5 3 -
Table 2. Development Review Compliance
29 Item J.1
Packet Page 531
Project Description
The project includes an appeal of Planning Commission’s denial of request to legalize as-built changes to an approved project, triggering Design Review, Special Design Review, an Elevated Deck, and Exception Permits
Constructed, 4,789 adjusted square-foot (5,919 gross
square-foot (including proposed 730 square-foot ADU)),
three-story, single-family residence on a 26,000 square-foot lot within the RL-40 (Residential Low Density - 40,000 square feet minimum lot size) District.
30 Item J.1
Packet Page 532
Design Review Standards
31 Item J.1
Packet Page 533
Special Design Review Standards
32 Item J.1
Packet Page 534
Elevated Deck Permit Standards
33 Item J.1
Packet Page 535
Exception Permit Standards
34 Item J.1
Packet Page 536
Notice/Comments – Planning Commission
35 Item J.1
Packet Page 537
Notice/Comments – City Council
36 Item J.1
Packet Page 538
As-Built Photos
37 Item J.1
Packet Page 539
Staff Recommendation
Staff recommends that the City Council adopt
Resolution No. 63-26, approving DRA-2026-009, EDP2026-006, EXC-2026-009, subject to the conditions.

Standard Conditions of Approval
38 Item J.1
Packet Page 540
Hearing Process
The Orinda City Council Policies and Procedures Manual provides the following process for items that are the subject of an appeal, here adapted for the City Council.

1. Item called by presiding officer.

2. Presiding officer reviews order of procedure for public hearing.

3. City Council members disclose any ex-parte communications and site visits occurring outside the public hearing relating to the subject of the hearing

4. Staff summarizes issues before the City Council.

5. Questions from the City Council to staff.

6. Applicant presents arguments in favor of its position (15 minutes including rebuttal time).

7. Questions from City Council to applicant.

8. Appellant presents basis of appeal (15 minutes).

9. Questions from City Council to the applicant.

10. Statements from persons other than the applicant (3 minutes per speaker).

11. Applicant offers rebuttal and concluding remarks (time remaining from the 15 minutes allotted).

12. Following the public testimony portion of the hearing, the presiding officer shall declare the public hearing closed and the matter is then before the City Council. Each Councilmember shall be given the opportunity to speak to the subject. When the Council discussion is concluded, the City Council shall make its decision.
39 Item J.1
Packet Page 541

CITY COUNCIL STAFF REPORT
Department: Administration
Meeting Date: August 18, 2026
SUBJECT:

Designation of Voting Delegate and Alternate at the League of California Cities Annual Conference
EXECUTIVE SUMMARY:

Designate Voting Delegate and Alternate for the League of California Cities Annual Business Meeting at the September 23-25, 2026, League Annual Conference – Anaheim Convention Center.

RECOMMENDATION:

Designate Voting Delegate and Alternate for the League of California Cities Annual Business Meeting at the September 23-25, 2026, League Annual Conference – Anaheim Convention Center.

BACKGROUND:

The City of Orinda participates as a member of the League of California Cities. As an organization the League strives to be the leading advocate for the common interests of California's cities. Their mission statement is:
“To expand and protect local control for cities through education and advocacy to enhance the quality of life for all Californians.”
DISCUSSION:

The League of California Cities 2026 Annual Conference is scheduled for September 23-

25. An important part of the Annual Conference is the Annual Business Meeting. At this meeting, the League membership considers and acts on resolutions that establish League policy.

To vote at the Annual Business Meeting, the City Council must designate a voting Delegate and potential Alternate. Councilmember Latika Malkani is planning to attend.

Unless others are also attending, you may wish to appoint her as the City’s Delegate.

Attachment A outlines the requirements and voting procedures.

The form must be submitted by Tuesday, September 1, 2026.

Item K.1
Packet Page 542
STRATEGIC PLAN INITIATIVE:

Not Applicable.

ATTACHMENTS:

A. Designation of Voting Delegates and Alternates Form and Information Respectfully Submitted by:

Sheri Smith
City Clerk
Approved By:

Linda Smith, City Manager
Item K.1
Packet Page 543
Item K.1
Packet Page 544
Item K.1
Packet Page 545
Item K.1
Packet Page 546
Item K.1
Packet Page 547

Orinda City CouncilAugust 18, 2026

Orinda City Council
August 18, 2026