HomeMy WebLinkAbout04/09/2019
PLANNING
COMMISSION
AGENDA
April 09, 2019
6:30 PM
The Windmill Room at Diamond Bar City Hall
First Floor
21810 Copley Drive
Diamond Bar, CA 91765
Copies of staff reports or other written documentation relating to agenda items are on
file in the Planning Division of the Community Development Department, located at
21810 Copley Drive, and are available for public inspection. If you have questions regarding
an agenda item, please call (909) 839-7030 during regular business hours.
Written materials distributed to the Planning Commission within 72 hours of the Planning Commission
meeting are available for public inspection immediately upon distribution in the City Clerk's office at
21810 Copley Drive, Diamond Bar, California, during normal business hours.
Chairperson Kenneth Mok
Vice Chairperson Naila Barlas
Commissioner Frank Farago
Commissioner Jennifer "Fred" Mahlke
Commissioner William Rawlings
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City of Diamond Bar
Planning Commission
MEETING RULES
PUBLIC INPUT
The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public
may address the Commission on the subject of one or more agenda items and/or other items of which
are within the subject matter jurisdiction of the Diamond Bar Planning Commission. A request to
address the Commission should be submitted in writing at the public hearing, to the Secretary of the
Commission.
As a general rule, the opportunity for public comments will take place at t he discretion of the Chair.
However, in order to facilitate the meeting, persons who are interested parties for an item may be
requested to give their presentation at the time the item is called on the calendar. The Chair may limit
individual public input to five minutes on any item; or the Chair may limit the total amount of time
allocated for public testimony based on the number of people requesting to speak and the business of
the Commission.
Individuals are requested to conduct themselves in a prof essional and businesslike manner.
Comments and questions are welcome so that all points of view are considered prior to the
Commission making recommendations to the staff and City Council.
In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be
posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject
matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission
may act on item that is not on the posted agenda.
INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION
Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the
Community Development Department. Agendas are available 72 hours prior to the meeting at City Hall
and the public library, and may be accessed by personal computer at the contact information below.
Every meeting of the Planning Commission is recorded and duplicate recordings are available for a
nominal charge.
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public speaking area. The service of the cordless microphone and sign language interpreter services
are available by giving notice at least three business days in advance of the meeting. Please telephone
(909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m. and
4:30 p.m., Friday.
HELPFUL CONTACT INFORMATION
Copies of Agenda, Rules of the Commission, CDs of Meetings (909) 839-7030
Email: info@diamondbarca.gov
Website: www.diamondbarca.gov
CITY OF DIAMOND BAR
PLANNING COMMISSION
April 09, 2019
AGENDA
Next Resolution No. 2019-01
CALL TO ORDER: 6:30 p.m.
PLEDGE OF ALLEGIANCE:
1. ROLL CALL: COMMISSIONERS: Frank Farago, Jennifer
"Fred" Mahlke, William Rawlings, Naila Barlas,
Vice Chairperson, Kenneth Mok, Chairperson
2. REORGANIZATION OF PLANNING COMMISSION: SELECTION OF
CHAIRPERSON AND VICE CHAIRPERSON
3. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS:
This is the time and place for the general public to address the members of the
Planning Commission on any item that is within its jurisdiction, allowing the public
an opportunity to speak on non -public hearing and non-agenda items. Please
complete a Speaker’s Card for the recording Secretary (completion of this
form is voluntary). There is a five-minute maximum time limit when
addressing the Planning Commission..
4. APPROVAL OF
AGENDA:
Chairperson
5. CONSENT CALENDAR:
The following items listed on the consent calendar are considered routine and
are approved by a single motion. Consent calendar items may be removed from
the agenda by request of the Commission only:
5.1. Minutes of the Regular Meeting - January 22, 2019
6. OLD BUSINESS:
7. NEW BUSINESS:
8. PUBLIC HEARINGS:
8.1 Development Review No. PL2018-221 - Under the authority of Diamond
APRIL 9, 2019 PAGE 2 PLANNING COMMISSION
Bar Municipal Code Section 22.48, the applicant and property owner are
requesting Development Review approval to construct a 2,520 square-foot
addition at the front and rear of an existing 2,224 square-foot residence on
a 70,781 net square-foot (1.63 net acre) lot. The subject property is zoned
Rural Residential (RR) with an underlying General Plan land use
designation of Rural Residential
PROJECT ADDRESS: 23440 Ridgeline Rd.
Diamond Bar, CA 91765
PROPERTY OWNER: Juliet Chung
2475 Indian Creek Rd.
Diamond Bar, CA 91765
APPLICANT: Diana Cheng
2705 S. Diamond Bar Blvd.
Diamond Bar, CA 91765
ENVIRONMENTAL DETERMINATION: The project has been reviewed
for compliance with the California Environmental Quality Act (CEQA).
Based on that assessment, the City has determined the project to be
Categorically Exempt from the provisions of CEQA pursuant to Article 19
under Section 15301(e) (additions to existing structures) of the CEQA
Guidelines. No further environmental review is required.
RECOMMENDATION: Staff recommends that the Planning Commission
approve Development Review No. PL2018-221, based on the Findings of
Fact, and subject to the conditions of approval as listed within the draft
resolution.
8.2 Development Review No. PL2018-186 - Under the authority of Diamond
Bar Municipal Code Section 22.48, the applicant and property owner are
requesting approval of a Development Review (DR) application for two
new single-family homes on two separate lots:
Residence 1: 10,932 square-foot single-family residence with a
1,928 square-foot garage, 2,691 square feet of porch/balcony/storage
areas and 1,427 square feet of a ccessory structures on a 65,326
square-foot (1.5 gross acre) lot; and
Residence 2: 8,302 square-foot single-family residence with a
2,105 square-foot garage, 2,730 square feet of porch/balcony/storage
areas and a 400 square-foot accessory structure on a 53,580 square-
foot (1.23 gross acre) lot.
The subject properties are zoned rural Residential (RR) with an underlying
General Plan land use designation of Rural Residential. No protected
trees are being removed as part of the project.
APRIL 9, 2019 PAGE 3 PLANNING COMMISSION
PROJECT ADDRESS: 22528 and 22532 Lazy Meadow Lane
Diamond Bar, CA 91765
PROPERTY OWNER: Timbertop Holdings, LLC
150 E. Colorado Blvd., #302B
Pasadena, CA 91105
APPLICANT: Edwin Agabao
556 N. Diamond Bar Blvd. #305
Diamond Bar, CA 91765
ENVIRONMENTAL DETERMINATION: The project has been reviewed
for compliance with the California Environmental Quality Act (CEQA).
Based on that assessment, the City has determined the project to be
Categorically Exempt from the provisions of CEQA pursuant to Article 19
under Section 15303(a) (new construction of up to three single-family
residences) of the CEQA Guidelines. No further environmental review is
required.
RECOMMENDATION: Staff recommends that the Planning Commission
approve Development Review No. PL2018-186, based on the Findings of
Fact, and subject to the conditions of approval as listed within the draft
resolutions.
9. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS:
10. STAFF COMMENTS / INFORMATIONAL ITEMS:
10.1. Project Status Report
11. SCHEDULE OF FUTURE EVENTS:
TRAFFIC AND TRANSPORTATION
COMMISSION MEETING:
Thursday, April 11, 2019, 6:30 pm
Diamond Bar City Hall
Windmill Community Room
21810 Copley Drive
CITY BIRTHDAY PARTY: Saturday, April 13, 2019
11am – 5pm
Pantera Park
738 Pantera Park
CITY COUNCIL MEETING: Tuesday, April 16, 2019 – 6:30 pm
South Coast Air Quality Management
District Auditorium
21825 Copley Drive
APRIL 9, 2019 PAGE 4 PLANNING COMMISSION
PLANNING COMMISSION
MEETING:
Tuesday, April 23, 2019, 6:30 pm
Diamond Bar City Hall
Windmill Community Room
21810 Copley Drive
PARKS AND RECREATION
COMMISSION MEETING:
Thursday, April 26, 2019, 6:30 pm
Diamond Bar City Hall
Windmill Community Room
21810 Copley Drive
CITY COUNCIL MEETING: Tuesday, May 7, 2019 – 6:30 pm
South Coast Air Quality Management
District Auditorium
21825 Copley Drive
12. ADJOURNMENT:
MINUTES OF THE CITY OF DIAMOND BAR
MEETING OF THE PLANNING COMMISSION
JANUARY 22, 2019
CALL TO ORDER:
Chair/Mok called the meeting to order at 6:35 p.m. in the City Hall Windmill Room,
21810 Copley Drive, Diamond Bar, CA 91765.
PLEDGE OF ALLEGIANCE: Commissioner Mahlke led the Pledge of Allegiance.
1. ROLL CALL:
Present: Commissioners Frank Farago, Jennifer “Fred” Mahlke,
Raymond Wolfe, and Chair Ken Mok
Vice Chair Naila Barlas arrived at 6:46 p.m.
Also present: Greg Gubman, Community Development Director;
Grace Lee, Senior Planner and Stella Marquez, Administrative Coordinator.
2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None
3. APPROVAL OF AGENDA: As Presented
4. CONSENT CALENDAR:
4.1 Minutes of the Regular Meeting: December 11, 2018:
C/Mahlke moved, C/Farago seconded, to approve Consent Calendar
Item 4.1 as submitted. Motion carried by the following Roll Call vote:
AYES: COMMISSIONERS: Farago, Mahlke, Wolfe, Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: VC/Barlas
5. OLD BUSINESS: None
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JANUARY 22, 2019 PAGE 2 PLANNING COMMISSION
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6. NEW BUSINESS:
6.1 2018 GENERAL PLAN STATUS REPORT
SP/Lee summarized the report and recommended the Planning
Commission approve and forward the report to the City Council to Receive
and File.
C/Wolfe highlighted 1.1 under the Circulation Element Objective , stating the
City has taken a role to designate the SR60 as a Goods Movement Corridor
and with significant funding from SCAG, it will be interesting to see how that
will shape up under the new leadership. There are no funds in LA County
or in San Bernardino County to realize that plan. Certainly, the City is well
positioned through their arguments because it will have a significant impact
on the communities and the ability for vehicles to move around already
congested streets as people seek alternative routes of travel if the SR60
becomes a primary conduit for goods movement. He noted the governor
said SB1 funds may be tied to City’s ability to meet their housing needs
(RHNA) numbers. C/Wolfe heard that the governor since backtracked;
however, he believes the City needs to keep a watchful eye on where this
administration goes because housing and homelessness will be their
priority for some time which means that anything the administration can do
to incentivize or otherwise force municipalities to take a bigger lead role in
addressing those needs will likely happen.
Chair/Mok said that on Page 2 it states that The Habit drive-thru
construction was completed in early 2019. He asked if that referred to the
restaurant or just the outparcel building for the drive-thru. He drove past
the site today and noticed the drive-thru looked like it had been completed
and the menu board for the drive through is in place.
CDD/Gubman responded to Chair/Mok that the interior for The Habit is near
completion with all of the décor installed. The Habit received a Certificate
of Occupancy with a planned opening date of February 12th.
Chair/Mok asked if the Commissioners would be invited to the opening and
CDD/Gubman said that staff would be sure to keep the Commissioners in
the loop.
C/Wolfe asked if there were ongoing negotiations regarding the vacant
buildings in the Sprouts Center and CDD/Gubman said it was an ongoing
effort. The City lost a couple of major tenants including Big 5 and Petco
when corporate decided to pass on those locations. There is an apparel
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JANUARY 22, 2019 PAGE 3 PLANNING COMMISSION
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store looking to occupy the spaces south of Ross and there will be a salon
opening in one of the spaces north of Sprouts. Staff continues to secure
another restaurant tenant to move into that space as well.
CDD/Gubman noticed a typo on Page 10 in the last sentence of the first
paragraph which reads “the current goal would be to commence
construction in early 2021” and it should continue to read “if full construction
funding is secured, etc.”
C/Wolfe moved, C/Farago seconded to approve the General Status Report
with correction and forward the report to the City Council to receive and file.
Motion carried by the following Roll Call vote:
AYES: COMMISSIONERS: Farago, Mahlke, Wolfe, Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: VC/Barlas
7. PUBLIC HEARING(S):
7.1 DEVELOPMENT REVIEW NO. PL2018-100 – Under the authority of
Diamond Bar Municipal Code Section 22.48, applicant Justin Li and
property owner 21 Property Management LLC, requested Development
Review approval to demolish an existing 1,562 square-foot residence and
construct a 2,527 square-foot single-family residence with 821 square feet
of garage area and 782 square feet of porch area on a 27,034 square-foot
(0.62 acre) lot. The subject property is zoned Low Density Residential (RL)
with an underlying General Plan land use designation of Low Density
Residential.
PROJECT ADDRESS: 340 Fern Place
Diamond Bar, CA 91789
PROPERTY OWNER: 21 Property Management LLC
340 Fern Place
Diamond Bar, CA 91765
APPLICANT: Justin Li
73302 Century Boulevard #A
Garden Grove, CA 92843
CDD/Gubman stated that at the applicant’s request, staff recommended
that the Planning Commission continue this matter to a date uncertain. The
applicant is working on a redesign of the project to address the concerns of
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JANUARY 22, 2019 PAGE 4 PLANNING COMMISSION
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their next-door neighbor with respect to the second story component’s
impact to that neighboring property. When those issues have been
resolved, staff will publish a new hearing notice and reschedule the matter
for Planning Commission consideration.
Chair/Mok opened the public hearing.
There being no one present who wished to speak on this matter, Chair/Mok
closed the public hearing.
C/Farago moved, C/Mahlke seconded, to continue Development Review
No. PL2018-100 to a date uncertain. Motion carried by the following Roll
Call vote:
AYES: COMMISSIONERS: Farago, Mahlke, Wolfe, Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: VC/Barlas
8. PLANNING COMMISSION COMMENTS/INFORMATIONAL ITEMS:
C/Farago said that if this is C/Wolfe’s last Planning Commission meeting, he wants
C/Wolfe to know it has been a pleasure serving with him during what has been a
most enjoyable experience. He thanked C/Wolfe for his service to the Commission
and City.
C/Wolfe said it had been his honor to serve on this Commission and to work with
some really fantastic staff. He knows the Commission will continue to do great
work and he may show up occasionally and draw a speaker card.
Chair/Mok said he looked forward to C/Wolfe’s attendance at future meetings and
wished him all the best.
9. STAFF COMMENTS/INFORMATIONAL ITEMS:
9.1 Project Status Report.
CDD/Gubman reported that there are no items for the February 12 th
agenda. In addition, to date there are no items confirmed for the February
26th meeting date.
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JANUARY 22, 2019 PAGE 5 PLANNING COMMISSION
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10. SCHEDULE OF FUTURE EVENTS:
As listed in the agenda.
ADJOURNMENT: With no further business before the Planning Commission,
Chair/Mok adjourned the regular meeting at 6:55 p.m.
The foregoing minutes are hereby approved this 9th day of April, 2019.
Attest:
Respectfully Submitted,
__________________________________
Greg Gubman
Community Development Director
_______________________________
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PLANNING COMMISSION
AGENDA REPORT
AGENDA ITEM NUMBER: 8.1
MEETING DATE: April 9, 2019
CASE/FILE NUMBER: Development Review No. PL2018-221
PROJECT LOCATION:
23440 Ridgeline Road
Diamond Bar, CA 91765 (APN 8713-032-021)
GENERAL PLAN DESIGNATION: Rural Residential (RR)
ZONING DISTRICT: Rural Residential (RR)
PROPERTY OWNER:
Juliet Chung
2475 Indian Creek Road
Diamond Bar, CA 91765
APPLICANT:
Diana Cheng
2705 S. Diamond Bar Blvd. #188
Diamond Bar, CA 91765
SUMMARY:
The applicant is requesting approval of a Development Review (DR) application to
construct a 2,520 square-foot addition at the front and rear of an existing 2,224 square-
foot residence on 1.72 gross acre lot.
RECOMMENDATION:
Adopt the attached Resolution (Attachment 1) approving Development Review
No. PL2018-221, based on the findings of Diamond Bar Municipal Code (DBMC)
Section 22.48, subject to conditions.
CITY OF DIAMOND BAR ~ 21810 COPLEY DRIVE ~ DIAMOND BAR, CA 91765 ~ TEL. (909) 839-7030 ~ FAX (909) 861-3117
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Development Review No. PL2018-221 Page 2 of 9
BACKGROUND:
The project site is located in the Diamond Bar Country Estates (The Country), on the
south side of Ridgeline Road, east of Flint Rock Road. The property was developed in
1974 under Los Angeles County standards with a 2,224 square -foot, single-family
residence and garage on a 1.72 gross acre (74,923 gross square-foot) lot. There are
no protected trees located on the property.
The proposed project was approved by the Diamond Bar Country Estates Architectural
Committee on October 8, 2018.
The property is legally described as Lot 93 of Tract No. 30091, and the Assessor’s
Parcel Number (APN) is 8713-032-021.
Site and Surrounding General Plan, Zoning and Land Uses
The image below highlights the subject property:
RR
Site (Plan View) Aerial
N RR
RR
RR
Project
Location
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Development Review No. PL2018-221 Page 3 of 9
Project Site
Adjacent Property to East Adjacent Property to West
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The following table summarizes the land use status of the subject property and its
surroundings:
General Plan Designation Zoning
District Land Use
Site Rural Residential RR Single-Family Residential
North Rural Residential RR Single-Family Residential
South Rural Residential RR Single-Family Residential
East Rural Residential RR Single-Family Residential
West Rural Residential RR Single-Family Residential
Project Description
Site Plan
The existing single-story house is situated toward the front of the lot, approximately
46 feet from the edge of the private street easement line.
The proposed addition is located at the front and rear of the existing residence and
consists of the following components:
Living Area
Existing 2,224
Proposed Addition 2,520
Total 4,744
Total Living Area 4,744
Garage/Accessory Structures
Existing Garage 654
Existing Accessory Structures 464
Total Garage Area 1,118
TOTAL FLOOR AREA 5,862
PROJECT SUMMARY (square footage)
The applicant is proposing to remodel the entire house and add to the front and rear of
the house. The proposed remodel and addition will consist of the following
components: common areas, including an entry foyer, living room, dining room, kitchen,
wok kitchen, family room, and entertaining room; master bedroom suite, including a
master bathroom, sauna, and two walk-in closets; two bedrooms with bathrooms and
closets; study room; laundry room; library; an additional bathroom ; and a powder room.
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The height of the existing house is 15’-8”. With the addition, the height will be increased
to 19’-7” as measured from the finished grade to the highest point of the roofline.
Grading Plan
The applicant is proposing to cut 60 cubic yards of soil and fill 243 cubic yards of soil
throughout the property to expand the building pad at the front and rear of the property.
Therefore, 183 cubic yards would have to be imported to the site. Standard dump truck
capacities range from 10 to 15 cubic yards, so the proposed amount of export would
require approximately 13 to 19 total truck trips.
The applicant is proposing four retaining walls with a maximum height of approximately
four feet at the front of the property to support fills above the natural gr ade to expand
the buildable pad for the house. Additionally, one retaining wall, with a maximum height
of one-and-a-half feet, is proposed at the rear of the property to support a fill above the
natural slope in order to extend a pad to create a rear yard area. All exposed portions
of retaining walls will be stuccoed to match the house.
Architecture
The applicant is proposing to change the architectural style to a blend of Italian
Renaissance and Mediterranean Revival. Exterior finishes include Tuscan Villa stone
veneer and smooth troweled stucco. The project includes Mediterranean Revival
features such as rectangular floor plan, keystones above windows, and simple
ornamentation. The project also includes features to emphasize the Italian
Renaissance design vocabulary such as an arched entrance, tall arched and
rectangular windows, and a low-pitched hipped roof with terra cotta/clay roof tiles.
Landscaping: The applicant is proposing to enhance the landscaping by
relandscaping a portion of the front yard with a variety of shrubs, including: 5-gallon star
Proposed Front Elevation
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jasmine, New Zealand flax, and bougainvillea and 15-gallon Japanese boxwood.
Additionally, the applicant is proposing 5-gallon creeping fig to screen the proposed
retaining walls at the front of the property.
All plant types will be drought tolerant and non-invasive species. The project is required
to comply with the City’s Water Efficient Landscaping Ordinance, which is noted on the
preliminary landscape plans and will be verified during building plan check and final
inspections.
ANALYSIS
Review Authority
The proposed project requires a land use approval through the Development Review
process. The analysis that follows provides the basis for staff’s recommendation to
approve the Development Review application.
Development Review (DBMC Section 22.48)
Additions which are equal to or greater than 50 percent of the existing habitable floor
area of all existing structures on site, or substantially change the appearance of an
existing residence require Planning Commission approval of a DR application.
Development Review approval is required to ensure compliance with the City’s General
Plan policies and design guidelines, and to minimize adverse effects of the proposed
project upon the surrounding properties and the City in general.
As stated in Section 22.48.010 of the Development Code, the Development Review
process was established to ensure that new d evelopment and additions to existing
development are consistent with the General Plan “through the promotion of high
functional and aesthetic standards to complement and add to the economic, physical,
and social character” of Diamond Bar.
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Development Standards: The following table compares the proposed project with the
City’s development standards for residential development in the RR zone:
Development
Feature
Residential
Development
Standards
Existing Proposed Meets
Requirements
Front Setback 30 feet 46 feet 46 feet Yes
Side Setbacks 10 feet on one side and
15 feet on the other side
25 feet – east side
20’-9”– west side
22’-2”– east side
16’-9”– west side Yes
Distance to
Structures on
Adjoining Lots
15 feet 39’-3”– east side
135’-8”– west side
36’-5”– east side
131’-5”– west side Yes
Rear Setback 25 feet 21’-6” 27’-6” Yes
Lot Coverage Maximum of 30% 7.9% 11.6% Yes
Building Height
Limit 35 feet 26’-2” 26’-2” Yes
Parking 2-car garage 3-car garage 3-car garage Yes
Compliance with Hillside Management Ordinance (DBMC Section 22.22)
The proposed project was reviewed for compliance with the City’s Hillside Management
Design Guidelines and regulations. The project complies with all of the regulations and
guidelines to ensure that development will complement the character and topography of
hillside areas set forth in the Development Code. The project site was designed with:
All proposed retaining walls associated with the building pads are at a maximum
exposed height of 3 feet, 10 inches and stuccoed to match the existing house;
The subject property is single-story; and
The height of the home will be 19 feet, 7 inches, as measured from the finished
grade to the highest point of the roofline.
The project complies with all of the regulations and guidelines to ensure that
development will complement the character and topography of hillside areas set forth in
the Development Code.
Compatibility with Neighborhood
The project is located between a one -story home to the west and a two-story home to
the east. The proposed addition will not be intrusive to neighboring homes since the
proposed addition will not block existing views from adjacent properties. The adjacent
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homes to the east and west have views to the north and south. The house across the
street to the north is located approximately 400 feet away and has views to the north,
west and east.
Although the applicant is adding 2,520 square feet—more than twice its size—the
house will be smaller in mass and scale compared to other existing homes on similar
lots in The Country. The architecture in The Country is eclectic, and includes a variety
of architectural designs. The scale and proportions of the addition are well balanced
and appropriate for the site. In sum, the proposed project fits the character of the
neighborhood on which it is proposed.
The addition will conform to all development standards, including building height
and setbacks;
A gradual transition between the addition and existing residence is achieved
through appropriate setbacks, building height and window and door placement;
Placement and relationship of windows, doors, and other window openings are
carefully integrated with the building’s overall design;
The architectural design accentuates simplicity of line and form, and restraine d
and understated elegance;
Elevations are treated with detailed architectural elements;
Proper screening for ground and roof -mounted equipment is architecturally
compatible with the dwelling in terms of materials, color, shape, and size and
blends in with the proposed building design; and
The exterior finish materials and colors blend with the natural environment.
Additional Review
The Public Works Department and Building and Safety Division reviewed this project,
and their comments are included in the attached resolution as conditions of approval.
NOTICE OF PUBLIC HEARING:
On March 27, 2019, public hearing notices were mailed to property owners within a
1,000-foot radius of the project site. On March 29, 2019, the notice was published in
the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice
display board was posted at the site, and a copy of the notice was posted at the City's
three designated community posting sites.
Public Comments Received
No comments have been received as of the publication date of this report.
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ENVIRONMENTAL ASSESSMENT:
This project has been reviewed for compliance with the California Environmental Quality
Act (CEQA). Based on that assessment, the City has determined the project to be
Categorically Exempt from the provisions of CEQA pursuant to the provisions of
Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines.
No further environmental review is required.
PREPARED BY:
REVIEWED BY:
Attachments:
A. Draft Resolution No. 2019-XX and Standard Conditions of Approval
B. Site Plan, Floor Plan, and Elevations
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PLANNING COMMISSION
RESOLUTION NO. 2019-XX
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW
NO. PL2018-221 TO CONSTRUCT A 2,540 SQUARE-FOOT ADDITION TO AN
EXISTING 2,224 SQUARE-FOOT RESIDENCE ON A 1.72 GROSS ACRE
(74,923 GROSS SQUARE-FOOT) LOT AT 23440 RIDGELINE ROAD,
DIAMOND BAR, CA 91765 (APN 8713-032-021).
A. RECITALS
1. The property owner, Juliet Chung, and applicant, Diana Cheng, have filed
an application for Development Review No. PL2018-221 to construct a
2,520 square-foot addition to an existing 2,224 square-foot single-family
residence located at 23440 Ridgeline Road, Diamond Bar, County of Los
Angeles, California. Hereinafter in this Resolution, the subject
Development Review shall be referred to as the "Proposed Project."
2. The subject property is made up of one parcel totaling 74,923 gross square
feet (1.72 gross acres). It is located in the Rural Residential (RR) zone with
an underlying General Plan land use designation of Rural Residential.
3. The legal description of the subject property is Lot 93 of Tract No. 30091.
The Assessor’s Parcel Number is 8713-032-021.
4. On March 27, 2019, public hearing notices were mailed to property owners
within a 1,000-foot radius of the Project site. On March 29, 2019,
notification of the public hearing for this project was published in the San
Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers; and
public notices were posted at the City’s designated community posting sites.
In addition to the published and mailed notices, the project site was posted
with a display board.
5. On April 9, 2019, the Planning Commission of the City of Diamond Bar
conducted a duly noticed public hearing, solicited testimony from all
interested individuals, and concluded said hearing on that date.
B. RESOLUTION
NOW, THEREFORE, it is found, determined and resolved by the Planning
Commission of the City of Diamond Bar as follows:
1. The Planning Commission hereby specifically finds that all of the facts set
forth in the Recitals, Part A, of this Resolution are true and correct; and
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2. The Planning Commission hereby determines the Project to be
Categorically Exempt from the provisions of the California Environmental
Quality Act (CEQA) pursuant to the provisions of Article 19,
Section 15301 (e) (additions to existing structures) of the CEQA Guidelines.
Therefore, no further environmental review is required.
C. FINDINGS OF FACT
Based on the findings and conclusions set forth herein and as prescribed under
Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission
hereby finds as follows:
Development Review Findings (DBMC Section 22.48.040)
1. The design and layout of the proposed development is consistent with the
applicable elements of the City's General Plan, City Design Guidelines, and
development standards of the applicable district, design guidelines, and
architectural criteria for special areas (e.g., theme areas, specific plans,
community plans, boulevards or planned developments).
The design and layout of the proposed 2,520 square-foot single-story
addition to the front and rear of an existing single-story, single-family
residence is consistent with the City’s General Plan, City Design Guidelines
and Development Code standards. The mass and scale of the addition are
proportionate to the existing house and surrounding properties.
The project site is not part of any theme area, specific plan, community plan,
boulevard or planned development.
2. The design and layout of the proposed development will not interfere with
the use and enjoyment of neighboring existing or future development s, and
will not create traffic or pedestrian hazards.
The proposed addition will not interfere with the use and enjoyment of
neighboring existing or future developments because the use of the project
site is designed for a single-family home and the surrounding uses are also
single-family homes. According to the applicant, no protected trees exist
on site.
The proposed addition will not interfere with vehicular or pedestrian
movements, such as access or other functional requirements of a single -
family home because it complies with the requirements for driveway widths
and is a continuation of an existing use.
3. The architectural design of the proposed development is compatible with
the character of the surrounding neighborhood and will maintain and
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enhance the harmonious, orderly and attractive development contemplated
by Chapter 22.48: Development Review Standards, the City’s Design
Guidelines, the City's General Plan, or any applicable specific plan.
The project is located between a one -story home to the west and a two-
story home to the east. The proposed addition will not be intrusive to
neighboring homes since the proposed addition will not block existing views
from adjacent properties. The adjacent homes to the east and west have
views to the north and south. The house across the street to the north is
located approximately 400 feet away and has views to the north, west and
east. Although the applicant is adding 2,520 square feet—more than twice
its size—the house will be smaller in mass and scale compared to other
existing homes on similar lots in The Country. The architecture in The
Country is eclectic, and includes a variety of architectural designs. The
scale and proportions of the addition are well balanced and appropriate for
the site.
4. The design of the proposed development will provide a desirable
environment for its occupants and visiting public as well as its neighbors
through good aesthetic use of materials, texture, color , and will remain
aesthetically appealing.
The applicant is proposing to change the architectural style to a blend of
Italian Renaissance and Mediterranean Revival. Exterior finishes include
Tuscan Villa stone veneer and smooth stucco. The project includes
Mediterranean Revival features such as rectangular floor plan, keystones
above windows, and simple ornamentation. The project also includes
features to emphasize the Italian Renaissance design vocabulary such as
an arched entrance, tall arched and rectangular windows, and a low-pitched
hipped roof with terracotta/clay roof tiles. Therefore, the addition will not
negatively impact the look and character of the neighborhood. The
proposed addition will not be intrusive to neighboring homes and will be
aesthetically appealing by integrating a variety of materials, such as
terracotta/clay roof tiles, stucco with a trowel finish, and stone veneer.
Earth-tone shades for the exterior finish are used to soften the building’s
visual impact and assist in preserving the hillside’s aesthetic value. Also,
landscaping is integrated into the site to complement the massing of the
house and blend in with neighboring homes and the natural environment of
the site in order to maintain a desirable environment. The scale and
proportions of the addition are well balanced and appropriate for the site.
5. The proposed development will not be detrimental to public health, safety
or welfare or materially injurious (e.g., negative effect on property values or
resale(s) of property) to the properties or improvements in the vicinity.
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4 PC Resolution No. 2019-XX
Before the issuance of any City permits, the proposed project is required to
comply with all conditions within the approved resolution, and the Bu ilding
and Safety Division and Public Works Departments requirements.
Through the permit and inspection process, the referenced agencies will
ensure that the proposed project is not detrimental to the public health,
safety or welfare or materially injurious to the properties or improvements in
the vicinity.
6. The proposed project has been reviewed in compliance with the provisions
of the California Environmental Quality Act (CEQA).
The proposed project is categorically exempt from the provisions of the
California Environmental Quality Act (CEQA) as set forth under Article 19
Section 15301 (e) (additions to existing structures) of the CEQA guidelines.
Based upon the findings and conclusion set forth above, the Planning Commission hereby
approves this Application, subject to the following conditions:
1. Development shall substantially comply with the plans and documents presented
to the Planning Commission at the public hearing.
2. Standard Conditions. The applicant shall comply with the standard development
conditions attached hereto.
The Planning Commission shall:
a. Certify to the adoption of this Resolution; and
b. Forthwith transmit a certified copy of this Resolution, by certified mail
to the property owner, Juliet Chung, 2475 Indian Creek Road,
Diamond Bar, CA 91765, and applicant, Diana Cheng, 2705 S.
Diamond Bar Boulevard #188, Diamond Bar, CA 91765.
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5 PC Resolution No. 2019-XX
APPROVED AND ADOPTED THIS 9TH DAY OF APRIL 2019, BY THE PLANNING
COMMISSION OF THE CITY OF DIAMOND BAR.
By: ______________________________________
, Chairperson
I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing
Resolution was duly introduced, passed, and adopted, at a regular meeting of the
Planning Commission held on the 9th day of April, 2019, by the following vote:
AYES: Commissioners:
NOES: Commissioners:
ABSENT: Commissioners:
ABSTAIN: Commissioners:
ATTEST: ___________________________
Greg Gubman, Secretary
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6 PC Resolution No. 2019-XX
COMMUNITY DEVELOPMENT DEPARTMENT
STANDARD CONDITIONS
USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND
REMODELED STRUCTURES
PROJECT #: Development Review No. PL 2018-221
SUBJECT: To construct a 2,520 square-foot addition at the front and rear
of an existing 2,224 square-foot residence.
PROPERTY Juliet Chung
OWNER: 2475 Indian Creek Road
Diamond Bar, CA 91765
APPLICANT: Diana Cheng
2705 S. Diamond Bar Blvd. #188
Diamond Bar, CA 91765
LOCATION: 23440 Ridgeline Rd., Diamond Bar, CA 91765
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839 -7030,
FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL REQUIREMENTS
1. The applicant shall defend, indemnify, and hold harmless the City,
and its officers, agents and employees, from any claim, action, or
proceeding to attack, set-aside, void or annul, the approval of
Development Review No. PL2018-221 brought within the time period
provided by Government Code Section 66499.37. In the event the
city and/or its officers, agents and employees are made a party of
any such action:
(a) Applicant shall provide a defense to the City defendants or at
the City's option reimburse the City its costs of defense,
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including reasonable attorneys fees, incurred in defense of
such claims.
(b) Applicant shall promptly pay any final judgment rendered
against the City defendants. The City shall promptly notify the
applicant of any claim, action of proceeding, and shall
cooperate fully in the defense thereof.
2. This approval shall not be effective for any purpose until the applicant
and owner of the property involved have filed, within twenty-one
(21) days of approval of this Development Review No. PL2018-221,
at the City of Diamond Bar Community Development Department,
their affidavit stating that they are aware of and agree to accept all
the conditions of this approval. Further, this approval shall not be
effective until the applicants pay remaining City processing fees,
school fees and fees for the review of submitted reports.
3. All designers, architects, engineers, and contractors associated with
this project shall obtain a Diamond Bar Business License; and a
zoning approval for those businesses located in Diamond Bar.
4. Signed copies of Planning Commission Resolution No. 2018-XX,
Standard Conditions, and all environmental mitigations shall be
included on the plans (full size). The sheet(s) are for information only
to all parties involved in the construction/grading activities and are
not required to be wet sealed/stamped by a licensed
Engineer/Architect.
5. Prior to the plan check, revised site plans and building elevations
incorporating all Conditions of Approval shall be submitted for
Planning Division review and approval.
6. Prior to any use of the project site or business activity being
commenced thereon, all conditions of approval shall be completed.
7. The project site shall be maintained and operated in full compliance
with the conditions of approval and all laws, or other applicable
regulations.
8. Approval of this request shall not waive compliance with all sections
of the Development Code, all other applicable City Ordinances, and
any applicable Specific Plan in effect at the time of building permit
issuance.
9. All site, grading, landscape/irrigation, and roof plans, and elevation
plans shall be coordinated for consistency prior to issuance of City
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8 PC Resolution No. 2019-XX
permits (such as grading, tree removal, encroachment, building, etc.)
or approved use has commenced, whichever comes first.
10. The hours during which construction activities causing the operation
of any tools or equipment used in construction, drilling, repair,
alteration, or demolition work are limited to Monday through
Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not
allowed at any time on Sundays or holidays.
11. The property owner/applicant shall remove the public hearing notice
board within three days of this project's approval.
12. The applicant shall comply with the requirements of City Planning,
Building and Safety Divisions, Public Works Department, and the
Fire Department.
13. Prior to issuance of building permits, the applicant shall record, and
provide the City with a conformed recorded copy of, a Covenant and
Agreement or similar document in a form approved by the City
Attorney, which restricts the rental of rooms or other portions of the
property under two or more separate agreements and prohibits use
of the property as a boarding or rooming house, except to the extent
otherwise permitted by the Diamond Bar Municipal Code or
applicable state or federal law.
B. FEES/DEPOSITS
1. Applicant shall pay development fees (including but not limited to
Planning, Building and Safety Divisions, Public Works Department
and Mitigation Monitoring) at the established rates, prior to issuance
of building or grading permit (whichever comes first), as required by
the City. School fees as required shall be paid prior to the issuance
of building permit. In addition, the applicant shall pay all remaining
prorated City project review and processing fees prior to issuance of
grading or building permit, whichever comes first.
2. Prior to any plan check, all deposit accounts for the processing of
this project shall have no deficits.
C. TIME LIMITS
1. The approval of Development Review No. PL2018-221 expires
within two years from the date of approval if the use has not been
exercised as defined pursuant to Diamond Bar Municipal Code
(DBMC) Section 22.66.050(b)(1). In accordance with DBMC
Section 22.60.050(c), the applicant may request, in writing, a one -
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9 PC Resolution No. 2019-XX
year time extension for Planning Commission consideration. Such a
request must be submitted to the Planning Division prior to the
expiration date and be accompanied by the review fee in accordance
with the Fee Schedule in effect at the time of submittal.
D. SITE DEVELOPMENT
1. This approval is to construct a 2,520 square-foot addition to the front
and rear of an existing single-family residence located at
23440 Ridgeline Road, as described in the staff report and depicted
on the approved plans on file with the Planning Division, subject to
the conditions listed herein.
2. The construction documents submitted for plan check shall be in
substantial compliance with the architectural plans approved by the
Planning Commission, as modified pursuant to the conditions below.
If the plan check submittal is not in substantial compliance with the
approved Development Review and Minor Conditional Use Permit
submittal, the plans may require further staff review and re -
notification of the surrounding property owners, which may delay the
project and entail additional fees.
3. To ensure compliance with the provisions of the Planning
Commission approval, a final inspection is required from the
Planning Division when work for any phase of the project has been
completed. The applicant shall inform the Planning Division and
schedule an appointment for such an inspection.
4. The above conditions shall run with the land and shall be binding
upon all future owners, operators, or successors thereto of the
property. Non-compliance with any condition of approval or
mitigation measure imposed as a condition of the approval shall
constitute a violation of the City’s Development Code. Violations may
be enforced in accordance with the provisions of the Development
Code.
5. Failure to comply with any of the conditions set forth above or as
subsequently amended in writing by the City, may result in failure to
obtain a building final and/or a certificate of occupancy until full
compliance is reached. The City’s requirement for full compliance
may require minor corrections and/or complete demolition of a non -
compliant improvement, regardless of costs incurred where the
project does not comply with design requirements and approvals that
the applicant agreed to when permits were pulled to construct the
project.
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10 PC Resolution No. 2019-XX
6. The project site shall be developed and maintained in substantial
conformance with the approved plans submitted to, approved, and
amended herein by the Planning Commission, collectively attached
referenced as site plans, floor plans, architectural elevations, and
landscape plans on file with the Planning Division, the conditions
contained herein, and the Development Code regulations.
7. All ground-mounted utility appurtenances such as transformers, air
conditioning condensers, etc., shall be located out of public view and
adequately screened through the use of a combination of concrete
or masonry walls, berms, and/or landscaping to the satisfaction of
the Planning Division.
8. All roof-mounted equipment shall be screened from public view.
9. All structures, including walls, trash enclosures, canopies, etc., shall
be maintained in a structurally sound, safe manner with a clean,
orderly appearance. All graffiti shall be removed within 72 hours by
the property owners/occupant.
10. All landscaping, structures, architectural features and public
improvements damaged during construction shall be repair ed or
replaced upon project completion.
E. SOLID WASTE
1. The site shall be maintained in a condition, which is free of debris
both during and after the construction, addition, or implementation of
the entitlement approved herein. The removal of all trash, debris,
and refuse, whether during or subsequent to construction shall be
done only by the property owner, applicant or by a duly permitted
waste contractor, who has been authorized by the City to provide
collection, transportation, and disposal of solid waste from
residential, commercial, construction, and industrial areas within the
City. It shall be the applicant's obligation to insure that the waste
contractor used has obtained permits from the City of Diamond Bar
to provide such services.
2. Mandatory solid waste disposal services shall be provided by the City
franchised waste hauler to all parcels/lots or uses affected by
approval of this project.
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II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT,
(909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL
1. An Erosion Control Plan shall be submitted concurrently with the
grading plan clearly detailing erosion control measures. These
measures shall be implemented during construction. The erosion
control plan shall conform to national Pollutant Discharge Elimination
System (NPDES) standards and incorporate the appropriate Best
Management Practices (BMP’s) as specified in the Storm Water
BMP Certification. For construction activity which disturbs one acre
or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will
be needed.
2. Grading and construction activities and the transportation of
equipment and materials and operation of heavy grading equipment
shall be limited to between the hours of 7:00 a.m. and 7:00 p.m.,
Monday through Saturday. Dust generated by grading and
construction activities shall be reduced by watering the soil prior to
and during the activities and in accordance with South Coast Air
Quality Management District Rule 402 and Rule 403. Reclaimed
water shall be used whenever possible. Additionally, all construction
equipment shall be properly muffled to reduce noise levels.
B. SOILS REPORT/GRADING/RETAINING WALLS
1. A geotechnical report prepared by a Geotechnical Engineer, licen sed
by the State of California, shall be submitted by the applicant for
approval by the City. The geotechnical report may be submitted
concurrently with the grading plan with the understanding that
changes to the geotechnical report may trigger changes to the
grading plan.
2. Grading and drainage plans prepared by a Civil Engineer, licensed
by the State of California, prepared in accordance with the City’s
requirements shall be submitted by the applicant for approval by the
City. A list of requirements for grading plan check is available from
the Public Works Department. All grading (cut and fill) calculations
shall be submitted to the City concurrently with the grading plan.
3. Finished slopes shall conform to City Code Section 22.22.080-
Grading.
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12 PC Resolution No. 2019-XX
4. The grading plan shall show the location of any retaining walls and
the elevations of the top of wall/footing/retaining and the finished
grade on both sides of the retaining wall. Construction details for
retaining walls shall be shown on the grading plan. Calculations and
details of retaining walls shall be submitted to the Building and Safety
Division for review and approval.
5. All equipment staging areas shall be located on the project site.
Staging area, including material stockpile and equipment storage
area, shall be enclosed within a 6 foot-high chain link fence. All
access points in the defense shall be locked whenever the
construction site is not supervised.
6. Grading of the subject property shall be in accordance with the
California Building Code, City Grading Ordinance, Hillside
Management Ordinance and acceptable grading practices.
7. The maximum grade of driveways serving building pad areas shall
be 15 percent. Driveways with a slope of 15 percent shall incorporate
grooves for traction into the construction as required by the City
Engineer.
8. All slopes shall be seeded per landscape plan and/or fuel
modification plan with native grasses or planted with ground cover,
shrubs, and trees for erosion control upon completion of grading or
some other alternative method of erosion control shall be completed
to the satisfaction of the City Engineer and a permanent irrigation
system shall be installed.
9. A pre-construction meeting shall be held at the project site with the
grading contractor, applicant, and city grading inspector at least
48 hours prior to commencing grading operations.
10. Rough grade certifications by project soils and civil engineers and
the as-graded geotechnical report shall be submitted for review and
approval prior to issuance of building permits for the foundation of
the residential structure. Retaining wall permits may be issued
without a rough grade certificate.
11. Final grade certifications by project soils and civil engineers shall be
submitted to the Public Works Department prior to the issuance of
any project final inspections/certificate of occupancy, respectively.
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C. DRAINAGE
1. Detailed drainage system information of the lot with careful attention
to any flood hazard area shall be submitted. All drainage/runoff from
the development shall be conveyed from the site to the natural
drainage course. No on-site drainage shall be conveyed to adjacent
parcels, unless that is the natural drainage course.
2. Prior to the issuance of a grading permit, a complete hydrology and
hydraulic study shall be prepared by a Civil Engineer registered in
the State of California to the satisfaction of the City Engineer and Los
Angeles Public Works Department.
D. UTILITIES
1. Applicant shall relocate and underground any existing on-site utilities
to the satisfaction of the City Engineer and the respective utility
owner (if applicable).
2. Underground utilities shall not be constructed within the drip line of
any mature tree except as approved by a registered arborist.
E. SEWERS/SEPTIC TANK
1. If the existing connection to the LA County sewer main is will be
modified, the applicant shall obtain connection permit(s) from the
City and County Sanitation District prior to issuance of building
permits.
2. If the existing sewer system is to be modified, the applicant shall
construct the new sewer system in accordance with the City, Los
Angeles County Public Works Division, at applicant’s sole cost and
expense. Sewer plans shall be submitted to the Building and Safety
Division for review and approval by the City.
III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION,
(909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
General Conditions:
1. At the time of plan check submittal, plans and construction shall conform to
current State and Local Building Code (i.e. 2016 California Building Code
series will apply prior to January 2020) requirements and all other applicable
construction codes, ordinances and regulations in effect.
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2. Provisions for Cal Green shall be implemented onto plans and certification
shall be provided by a third party as required by the Building Division.
Specific water, waste, low VOC, and related conservation measures shall
be shown on plans. Construction shall conform to the current Cal Green
Code.
Plan Check – Items to be addressed prior to plan approval:
3. The minimum design load for wind in this area is 110 M.P.H. exposures “C”
and the site is within seismic zone D or E. The applicant shall submit
drawings and calculations prepared by a California State licensed
Architect/Engineer with wet stamp and signature.
4. This project shall comply with the energy conservation requirements of the
State of California Energy Commission. All lighting shall be high efficacy or
equivalent per the current California Energy Code 119 and 150(k).
5. Indoor air quality shall be provided consistent with ASHRAE 62.2 as
required per California Energy Code 150(o).
6. Public Works/Engineering Department is required to review and approve
grading plans that clearly show all finish elevations, drainage, and retaining
wall(s) locations. These plans shall be consistent with the site plan
submitted to the Building and Safety Division.
7. “Separate permits are required for retaining walls, and fences over 6’ in
height” and shall be noted on plans.
8. All easements shall be shown on the site plan.
9. Fire Department approval shall be required. Contact the Fire Department to
check the fire zone for the location of your property. If this project is located
in High Hazard Fire Zone, it shall meet requirements of the fire zone per
CBC Chapter 7A.
a. All unenclosed under-floor areas shall be constructed as exterior wall.
b. All openings into the attic, floor and/or other enclosed areas shall be
covered with corrosion-resistant wire mesh not less than 1/4 inch or
more than 1/2 inch in any dimension except where such ope nings are
equipped with sash or door.
c. Eaves shall be protected.
d. Exterior construction shall be one-hour or non-combustible.
e. Fuel modification plans shall be approved through LA County Fire Fuel
Modification Unit.
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f. LA County Fire shall approve plans for fire flow availability due to home
being over 3600 sf as required per CFC Appendix B105.1.
10. All retaining walls shall be separately submitted to the Building and Safety
and Public Works/Engineering Departments for review and approval.
11. A soils report is required per CBC 1803 and all recommendations of the
soils report shall be adhered to.
12. Slope setbacks shall be consistent with California Building Code Figure
1805.3.1 and California Residential Code R403.1.7. Foundations shall
provide a minimum distance to daylight.
13. Light and ventilation shall comply with CBC 1203 and 1205. The study
adjacent the entry shall have the common wall to the living room open and
unobstructed at least 50%. No doors or other obstructions are allowed.
Permit – Items required prior to building permit issuance:
14. Solid waste management of construction material shall incorporate
recycling material collection per Diamond Bar Municipal Code 8.16 of
Title 8. The contractor shall complete all required forms and pay applicable
deposits prior to permit.
15. Prior to building permit issuance, all school district fees shall be paid.
Please obtain a form from the Building and Safety Division to take directly
to the school district.
16. Submit grading plans clearly showing all finish elevations, drainage, and
retaining wall locations. No building permits shall be issued prior to
submitting a pad certification.
17. AQMD notification is required at least 10 days prior to any demolition. Proof
of notification is required at permit issuance.
18. All workers on the job shall be covered by workman’s compensation
insurance under a licensed general contractor. Any changes to the
contractor shall be updated on the building permit.
Construction – Conditions required during construction:
19. Occupancy of the facilities shall not commence until all California Building
Code and State Fire Marshal regulations have been met. The buildings
shall be inspected for compliance prior to occupancy.
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16 PC Resolution No. 2019-XX
20. Every permit issued by the building official under the provisions of this Code
shall expire and become null and void unless the work authorized by such
permit is commenced within one-hundred-eighty (180) days after permit
issuance, and if a successful inspection has not been obtained from the
building official within one-hundred-eighty (180) days from the date of permit
issuance or the last successful inspection. A successful inspection shall
mean a documented passed inspection by the city building inspector as
outlined in Section 110.6.
21. All structures and property shall be maintained in a safe and clean manner
during construction. The property shall be free of debris, trash, and weeds.
22. Existing fencing shall remain in-place during construction including pool
barrier fencing. Any alteration of the fencing may result in a discontinuation
of construction until the fences are returned to its original state.
23. All equipment staging areas shall be maintained in an orderly manner and
screened behind a minimum 6’ high fence.
24. The project shall be protected by a construction fence to the satisfaction of
the Building Official, and shall comply with the NPDES & BMP requirements
(sand bags, etc.). All fencing shall be view obstructing with opaque
surfaces.
25. The applicant shall contact Dig Alert and have underground utility locations
marked by the utility companies prior to any excavation. Contact Dig Alert
by dialing 811 or their website at www.digalert.org.
26. The applicant shall first request and secure approval from the City for any
changes or deviations from approved plans prior to proceeding with any
work in accordance with such changes or deviations.
27. All glazing in hazardous locations shall be labeled as safety glass. The
labeling shall be visible for inspection.
28. Pursuant to California Residential Code (CRC) Section R315, carbon
monoxide detectors are required in halls leading to sleeping rooms.
29. Drainage patterns shall match the approved grading/drainage plan from the
Public Works/Engineering Department. Surface water shall drain away
from the building at a 2% minimum slope. The final as-built conditions shall
match the grading/drainage plan or otherwise approved as -built
grading/drainage plan.
30. Raised platforms/flat surfaces shall slope at least 1/4”/ft with approved and
listed water proofing material. Guardrails shall be provided for these
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surfaces at least 42” minimum in height, 4” maximum spacing between rails,
and capable of resisting at least 20 pounds per lineal foot of lateral load.
31. Special inspections and structural observation will be required in
conformance with CBC 1704 to 1709.
32. All plumbing fixtures, including those in existing areas, shall be low-flow
models consistent with California Civil Code Section 1101.1 to 1101.8.
END
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183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
PRIVATE RESIDENCE
23440 RIDGE LINE RD.SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
8.1.b
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ADDRESS: 23440 RIDGE LINE RD.
'THE COUNTRY ESTATES'
DIAMOND BAR, CA 91765
ASSESSORS PARCEL NUMBER: 8713 -032 -021
ZONING :RR
CONSTRUCTION TYPE: TYPE V, NR (EXISTING)
NUMBER OF STORIES: 1 (EXISTING)
OCCUPANCY: R-3, RESIDENTIAL / U
DESCRIPTION OF WORK: 2520 SF ADDITION AND RENOVATION OF EXISTING
SINGLE FAMILY RESIDENCE FOR TOTAL SQUARE
FOOTAGE OF 4744 SF
LOT AREA: 1.72 GROSS ACRES (74,923 GROSS SQUARE FEET)
1.63 NET ACRES (70,781 NET SQUARE FEET)
CLIENT/OWNER:
TEL:
CONTACT:
SALVATO DESIGN STUDIOS
183 PALATINE DRIVE
ALHAMBRA, CA 91801
909.910.1192
NAME: MICHAEL SALVATO, AIA, LEED AP
E-MAIL: MICHAEL@SALVATODESIGN.COM
ARCHITECT:
TEL:
CONTACT:
TBD GENERAL CONTRACTOR:
TEL:
CONTACT:
CALCIVIC ENGINEERING, INC.
2160 PARNELL WY,
ALTADENA, CA 91001
626.798.2828
IVAN CHIU
E-MAIL: CALCIVICENGINEERING@GMAIL.COM
STRUCTURAL ENGINEER:
TEL:
CONTACT:
JULIET CHUNG
23440 RIDGE LINE RD.
DIAMOND BAR, CA 91765
909.208.4040
E-MAIL:
TBD MECHANICAL/ELECTRICAL/
PLUMBING ENGINEER:
TEL:
CONTACT:
SCOPE OF WORK :RENOVATION OF EXISTING SINGLE -FAMILY RESIDENTIAL DWELLING, NEW ROOF
AND ASSOCIATED STRUCTURAL FRAMING, AND ASSOCIATED SITE WORK
APPROX. BUILDING AREA: +/ -2,520 SF, +/ -1,000 SF REAR DECK
1. GENERAL CONTRACTOR TO COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND
REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.
2. GENERAL CONTRACTOR TO OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY
PUBLIC AUTHORITIES GOVERNING THE WORK.
3. GENERAL CONTRACTOR TO REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD
CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS
OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN
QUESTION.
4. GENERAL CONTRACTOR TO SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR
CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.
5. GENERAL CONTRACTOR TO COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING
TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, AND USE OF BUILDING SERVICES
AND FACILITIES. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.
6. GENERAL CONTRACTOR TO MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND
ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES.
7. GENERAL CONTRACTOR TO MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING
CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY.
8. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF LONG
LEAD ITEMS.
9. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR
OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION
AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS
AS REQUIRED. G.C. SHALL INCLUDE WORK BY OTHERS IN THE CONSTRUCTION SCHEDULE AND
COORDINATE TO ASSURE ORDERLY SEQUENCE OF WORK.
10. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES
IN THE SAME PLANE.
11. "TYPICAL" OR "TYP." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS
THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N.
12. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED.
13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS,
DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON
PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY ARCHITECT
SUPERSEDES OTHER PLANS.
14. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE
NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR." SHALL BE MAINTAINED AND SHALL
ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC.
15. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, U.O.N.
16. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING, VERIFY EXACT
LOCATIONS IN FIELD.
17. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS ON FLOOR WITH CHALK
FOR REVIEW BY ARCHITECT PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT,
CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT.
18. CONTRACTOR SHALL BE RESPONSIBLE AND SHALL PROVIDE ALL BLOCKING, BACKING,
BRACING IN WALLS AND CEILING FOR ALL MILLWORK, EQUIPMENT, SHELVING, FIXTURES, ETC.
AS REQUIRED FOR SUPPORT.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING AS REQUIRED TO
COMPLETE THE WORK. ALL PATCHED SURFACES SHALL MATCH ADJACENT EXISTING AND/OR NEW
SURFACES.
20. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE, REPAIR AND/OR RESTORE ANY WORK THAT IS
DAMAGED AS A RESULT OF WORK PERFORMED DURING CONSTRUCTION TO ITS ORIGINAL STATE AT
NO ADDITIONAL COST TO THE OWNER/TENANT AND TO THE SATISFACTION OF THE ARCHITECT.
21. CONTRACTOR SHALL PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS
COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND PATH OF TRAVEL TO THE
JOB SITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR CARPET.
23. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND SHALL PROVIDE SAID DOCUMENTATION TO
CONSTRUCTION MANAGER UPON COMPLETION OF TENANT CONSTRUCTION. NO EXCEPTIONS.
24. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, SUBMIT PROPOSED RELOCATION
TO ARCHITECT AND ENGINEER FOR APPROVAL.
25. PUBLIC RESTROOMS SHALL NOT BE USED TO CLEAN EQUIPMENT.
26. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY
OF ALL PARTIES PRESENT ON THE JOBSITE IS THE CONTRACTOR'S RESPONSIBILITY.
27. ALL MATERIALS SHALL BE NEW AND SHALL BE DELIVERED TO THE JOBSITE IN AN UNDAMAGED
CONDITION.
28. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL FIRE DAMPERS WHERE DUCTS PASS
THROUGH FIRE RATED PARTITIONS.
1. MATERIALS EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH SECTION 602.2 CMC.
2. ALL PIPING AND DUCT WORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF
SECTIONS 118, 123, 124 TITLE 24 ENERGY STANDARDS, AND TABLE 6 -4 OF CMC.
3. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 112 AND 112
E.E.S.
4. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION
111 -113, 115, 120 -124 TITLE 24 ENERGY STANDARDS.
1. ALL INTERIOR LIGHTING SYSTEMS SHALL COMPLY WITH CALIFORNIA ENERGY COMMISSION
STANDARDS.
2. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER (CEC 2013
SECTION 110.12)
1. ALL WATER CLOSETS TO BE INSTALLED ARE REQUIRED TO BE SINGLE FLUSH TOILETS NOT TO
EXCEED 1.28 GALLONS PER FLUSH (CGBS 2013 SECTION 4.303.1.1)
1. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS'
COMPENSATION INSURANCE CERTIFICATE.
2. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24
REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY
OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE
IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION
3. EXCESS OR WASTE CONCRETE MAY NOTE BE WASHED INTO THE PUBLIC WAY OR ANY OTHER
DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE AWSTES ON SITE
UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
4. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRUCKED FROM THE SITE BY VEHICLE
TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT
SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTIAL DEPOSITIONS MUST
BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
5. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
WATER.
6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED
RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. SEE
ADDITIONAL NOTES OF SECTION E "SOLID WASTE" ON XXX.
7. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE
WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL
APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS
MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY
NOT BE WASHED INTO THE DRAINAGE SYSTEM.
8. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF
THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES, AND/OR
REGULATIONS.
9. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A FENCE AND CANOPY CONSTRUCTED IN
ACCORDANCE WITH THE BUILDING CODE. PEDESTRIAN PROTECTION SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE BUILDING CODE. SCAFFOLDING SHALL NOT BE INCORPORATED
INTO THE PEDESTRIAN PROTECTION UNLESS IT COMPLIES WITH ALL CLEAR HEIGHT AND
WIDTH REQUIREMENTS OF CALIFORNIA TITLE 24 DISABLED ACCESS REQUIREMENTS, AND THE
AMERICANS WITH DISABILITIES ACT (ADA). CONTRACTORS SHALL ASSUME ALL
RESPONSIBILITY FOR REMOVAL AND REPLACEMENT PROTECTION.
10. COMPLIANCE WITH CITY OF DIAMOND BAR MUNICIPAL SECURITY CODE SECTION IS REQUIRED
AT EXTERIOR DOORS AND WINDOWS TO THE BUILDING.
11. FIRE BLOCKING MUST BE REQUIRED AT THE FOLLOWING LOCATIONS:
R302.11 FIREBLOCKING -IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIGN SHALL BE
PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)
AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY
AND THE ROOF SPACE.
FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAM CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES
AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:
-VERTICALLY AT THE CEILING AND FLOOR LEVELS
-HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
SUCH AS THOSE THAT OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM.
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR
LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND
PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE
REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS.
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19
6. FIREBLOCKING OF CORNICES OF A TWO -FAMILY DWELLING IS REQUIRED AT THE LINE OF
DWELLING UNIT SEPARATION
R302.11.1 FIREBLOCKING MATERIALS -EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4,
FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS:
1. TWO INCH (51mm) NOMINAL LUMBER
2. TWO THICKNESSES OF ONE INCH (25.4mm) NOMINAL LUMBER WITH BROKEN LAP JOINTS.
3. ONE THICKNESS OF 23/32 -INCH (18.3mm) WOOD STRUCTURAL PANELS WITH JOINTS
BACKED BY 23/32 -INCH (18.3mm) WOOD STUD STRUCTURAL PANELS.
4. ONE THICKNESS OF 3/4 -INCH (19.1mm) PARTICLEBOARD WITH JOINTS BACKED BY 3/4 -INCH
(19.1mm) PARTICLEBOARD
5. ONE HALF -INCH (12.7mm) GYPSUM BOARD.
6. ONE QUARTER -INCH (6.4mm) CEMENT -BASED MILLBOARD
7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED
MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE.
8. CELLULOSE INSULATION INSTALLED AS TESTED FOR THE SPECIFIC APPLICATION
12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL FIELD VREIFY ALL DIMENSIONS.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
ARCHITECT/DESIGNER.
13. AL TO BE PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION PER CALGREEN CODE
4.410
14. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC -
FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR A WIND -OR -SEISMIC -
RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT
A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER
PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. (SEE
STRUCTURAL DRAWING SHEETS FOR DESIGN DATA INFORMATION.)
1. FIRE DEPARTMENT VEHICLE ACCESS ROADS SHALL ALL BE HARDSCAPE, ALL WEATHER ACCESS
IN ACCORDANCE WITH THE DEPARTMENT'S ALL WEATHER ACCESS REQUIREMENTS. FIRE CODE
503.2.3
2. THE REQUIRED FIRE FLOW IS BASED ON THE FOLLOWING CALCULATION:
TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE VB
FIRE FLOW BASED ON THE TOTAL FLOOR AREA OF ALL FLOOR LEVELS WITHIN THE EXTERIOR
WALLS AND UNDER THE HORIZONTAL PROJECTIONS OF THE ROOF OF THE BUILDING. 2,500 GPM
REDUCTION FOR FIRE SPRINKLERS (MAX 50%): 1,250 GPM
TOTAL FIRE FLOW REQUIRED: 1,250 GPM.
3. ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2.5" BRASS OR BRONZE, CONFORMING TO
AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND SHALL BE
INSTALLED IN COMPLIANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPT. REGULATION 8. FIRE
CODE 507.5 AND REG. 8.
4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS PER FIRE CODE 906.
5. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR MORE
SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,
OPENINGS, OR COMBUSTIBLE EAVES UNLESS AREAS CONTAINING DUMPSTERS OR CONTAINERS
ARE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE CODE 304.3.3.
6. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING
IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND
LEGIBLE FROM THE STREET FRONTING. THE PROPER NUMBERS SHALL CONTRAST WITH THEIR
BACKGROUND, BE ARABIC NUMBERALS OR ALPHABET LETTERS, AND BE A MIN. OF 4 INCHES
HIGH WITH A MIN. STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1
PROPOSED FLOOR AREA (SF): TOTAL
BUILDING 4744
OTHER AREA (SF)
1. (EXISTING) 3 -CAR GARAGE 654
2. FRONT DECK 414
3. REAR AND SIDE DECK 1248
4. (EXISTING) ACCESSORY STRUCTURE #1 320
5. (EXISTING) ACCESSORY STRUCTURE #2 144
SUBTOTAL 7524
LOT COVERAGE:
MAX ALLOWED 30%
EXISTING 7.9%
PROPOSED 11.55%
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
G0.001
COVER SHEET
SHEET
NUMBER SHEET NAME 11
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A3.101 ENLARGED PLANS & INTERIOR ELEVATIONS - POWDER ROOM
A3.102 ENLARGED PLANS & INTERIOR ELEVATIONS - MASTER BATHROOM
A3.103 ENLARGED PLANS & INTERIOR ELEVATIONS - MASTER BATH
A3.104 ENLARGED PLANS & INTERIOR ELEVATIONS - BATHROOM #3 AND
MASTER CLOSET
A3.105 ENLARGED PLANS & INTERIOR ELEVATIONS - BATH #2, LAUNDRY
ROOM, BATH #1
A4.100 WALL SECTIONS
A5.000 EXTERIOR DETAILS
A5.100 DOOR AND FLOOR DETAILS
A5.101 FLOOR DETAILS
A5.200 PARTITION TYPES & DETAILS
A5.300 CASEWORK & MISC. DETAILS
A5.400 CEILING DETAILS
A5.401 CEILING DETAILS
A5.402 MOULDING DETAILS
A5.500 INTERIOR DETAILS
A5.600 WATERPROOFING DETAILS
A5.700 PENETRATION DETAILS
A-4 EXISTING BUILDING ELEVATIONS X X X
A5.301 FAMILY ROOM CASEWORK
01.5 - STRUCTURAL
ST STRUCTURAL NOTES AND DETAILS
S STRUCTURAL NOTES
S1 FOUNDATION PLAN
S2 ROOF AND CEILING FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
SD4 STRUCTURAL DETAILS
02 - MECHANICAL
(M)
DESIGN
BUILD
UNDER SEPARATE PERMIT
03 - ELECTRICAL
(E)
DESIGN
BUILD
UNDER SEPARATE PERMIT
04 - PLUMBING
(P)
DESIGN
BUILD
UNDER SEPARATE PERMIT
SHEET
NUMBER SHEET NAME 11
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00 -GENERAL
G0.000 TITLE SHEET X X X X
G0.001 COVER SHEET X X X X
G0.100 SYMBOLS AND ABBREVIATIONS
G0.101 GENERAL NOTES
G0.200 DBCEA & PLANNING COMMISSION RESOLUTION
G0.300 CAL GREEN RESIDENTIAL
G0.500 DIVISION GENERAL NOTES
G0.501 DIVISION GENERAL NOTES
G0.502 DIVISION GENERAL NOTES
G0.503 DIVISION GENERAL NOTES
G0.504 DIVISION GENERAL NOTES
00.3 - CIVIL
C0.000 EXISTING TOPOGRAPHY MAP X X X X
C1.000 CONCEPTUAL GRADING PLAN X X X X
00.4 - LANDSCAPE
L.001 LANDSCAPE PLAN X X X X
00.5 - ARCHITECTURAL SITE
AS.001 ARCHITECTURAL SITE PLAN X X X X
AS.002 ENLARGED FRONT AND REAR YARD PLANS X X X X
00_DEMOLITION
DM.101 DEMOLITION PLAN X X X X
DM.102 ROOF DEMOLITION PLAN
01 - ARCHITECTURAL
A0.100 DOOR SCHEDULE & TYPES X X X X
A0.200 WINDOW SCHEDULE & TYPES X X X X
A0.300 FINISH SCHEDULES
A1.001 GROUND FLOOR - NEW SLAB PLAN
A1.100 GROUND FLOOR - CONSTRUCTION PLAN X X X X
A1.101 ROOF - CONSTRUCTION PLAN X X X X
A1.200 GROUND FLOOR - SOFFIT PLAN
A1.201 GROUND FLOOR - REFLECTED CEILING PLAN
A1.300 GROUND FLOOR - POWER AND DATA PLAN
A1.400 GROUND FLOOR - FINISH PLAN
A2.100 BUILDING ELEVATIONS - NORTH/SOUTH X X X X
A2.101 BUILDING ELEVATIONS - EAST/WEST X X X X
A2.102 BUILDING ELEVATIONS - ENLARGED AND SET BACK
A2.110 INTERIOR ELEVATIONS
A2.200 BUILDING SECTIONS X X X X
A2.201 BUILDING SECTIONS X X X X
A2.202 BUILDING SECTIONS X X X X
A3.100 ENLARGED PLANS & INTERIOR ELEVATIONS - KITCHEN
MECHANICAL NOTES
ELECTRICAL NOTES
VICINITY MAP
FLOOR AREA SUMMARY
PROJECT SUMMARY
PROJECT TEAM
23440 RIDGE LINE RD. GENERAL NOTES
PLUMBING NOTES
DRAWING INDEX
SCOPE OF WORK
EXISTING FLOOR AREA: 2224 SF
PROPOSED ADDITIONAL FLOOR AREA: 2520 SF
SUBTOTAL: 4744 SF
CALIFORNIA CODE REFERENCES
THIS PROJECT SHALL COMPLY WITH THE CURRENT APPLICABLE CODES AND ORDINANCES:
2016 CALIFORNIA BUILDING CODE, VOLS 1 & 2 (CBC)
2016 CALIFORINA RESIDENTIAL CODE (CRC)
2016 CALIFORNIA MECHANICAL CODE (CMC)
2016 CALIFORNIA PLUMBING CODE (CPC)
2016 CALIFORNIA ELECTRICAL CODE (CEC)
2016 CALIFORNIA FIRE CODE (CFC)
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS)
2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES)
AND THE LOCAL REGULATIONS AND ORDINANCES
SEPARATE PERMITS
1. FIRE SPRINKLERS SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION
2. 'SIMULATED' STONE VENEERS THAT ARE NON -STRUCTURAL
3. RETAINING WALL
4. ELECTRICAL WORK
5. MECHANICAL WORK
6. PLUMBING WORK
CONSTRUCTION NOTE
1. THE CONTRACTOR AND OR OWNER/OWNER'S AGENTS SHALL ADVISE THE ARCHITECT OF ANY AND
ALL DISCREPANCIES IN THE PLANS PRIOR TO THE START OF CONSTRUCTION IN A TIMELY MANNER.
ALSO, DIFFERENCES FROM THE PLANS AND ACTUAL CONDITIONS DISCOVERED DURING THE COURSE
OF ANY DEMOLITION WHICH VARY FROM THE PLANS SHALL ALSO BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT. THE ARCHITECT SHALL REMEDY THE ITEM(S) BY CLARIFICATIONS BY DRAWINGS
OR OTHER MEANS. DISCREPANCIES IN THE DRAWINGS FOUND AFTER THE START OF WORK ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES FOUND IN DEMOLITION ARE THE
SOLE RESPONSIBILITY OF THE OWNER AS A NORMAL AND REASONABLE ISSUE BY THE NATURE OF
UNFORESEEABLE CIRCUMSTANCE BY EITHER ARCHITECT OR CONTRACTOR.
2. PRIOR TO ANY EXCAVATION, CONTACT DIG ALERT AND HAVE UNDERGROUND UTILITY LOCATIONS
MARKED BY THE UTILITY COMPANIES. CONTACT DIG ALERT AT 811 OR AT WEBSITE :
WWW.DIGALERT.ORG.
CONSTRUCTION FIRE NOTE
SCOPE OF WORK
IGNITION RESISTANT CONS. SEC. R327.4 CRC 2013)
R327.4.1 GENERAL - THE MATERIALS PRESCRIBED HEREIN FOR IGNITION RESISTANCE SHALL CONFORM
TO THE REQUIREMENTS OF THIS CHAPTER.
R327.4.2 IGNITION -RESISTANT MATERIAL -IGNITION -RESISTANT MATERIAL SHALL BE DETERMINED IN
ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12 -7A -5 "IGNITION
RESISTANT MATERIAL" OR IN ACCORDANCE WITH THIS SECTION.
F327.4.3 ALTERNATIVE METHODS FOR DETERMINING IGNITION RESISTANT MATERIAL -ANY ONE OF THE
FOLLOWING SHALL BE ACCEPTED AS MEETING THE DEFINITION OF IGNITION -RESISTANT MATERIAL:
1. NONCOMBUSTIBLE MATERIAL -MATERIAL THAT COMPLIES WITH THE DEFINITION FOR
NONCOMBUSTIBLE MATERIALS IN SECTION 202.
2. FIRE -RETARDANT -TREATED WOOD -FIRE -RETARDANT -TREATED WOOD IDENTIFIED FOR EXTERIOR
USE TAHT COMPLIES WITH THE REQUIREMENTS OF SECTION 2303.2 OF THE CALIFORNIA BUILDING
CODE.
3. FIRE -RETARDANT -TREATED WOOD SHINGLES AND SHAKES -FIRE -RETARDANT -TREATED WOOD
SHINGLES AND SHAKES, AS DEFINIED IN SECTION 1505.6 OF THE CALIFORNIA BUILDING CODE AND
LISTED BY STATE FIRE MARSHAL FOR USE AS "CLASS B" ROOF COVERING, SHALL BE ACCEPTED AS
AN IGNITION -RESISTANT WALL COVERING MATERIAL WHEN INSTALLED OVER SOLID SHEATHING.
GENERAL NOTES
GENERAL NOTES CONT'D
FLOOR AREA BREAKDOWN
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 39
23440 RIDGE LINE ROAD
EXISTING TREE
TO BE REMOVED
EXISTING TREE
TO BE REMOVED
EXISTING TREE
TO BE REMOVED
EXISTING WOOD FENCE
TO BE REMOVED
EXISTING BASKETBALL
POLE AND CONCRETE
PAD TO BE REMOVED
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
C0.000
EXISTING TOPOGRAPHY MAP
SCALE: 3" = 1'-0"
EXISTING TOPOGRAPHY MAP1
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 40
UP
1145'
1146'
1147'
1148'
1 1 4 9 '
1 1 5 0 '
1151'
1152'
1
1
5
2
'
1
1
5
3
'
1 1 5 3 '
1 1 5 4 '
1
1
5
4
'
1145'
1 1 4 6 '
1 1 4 7 '
1 1 4 8 '
1149'
1144'
1145'
1146'
1147'
1143' 1142'
1143'
1144'
1
1
45'
1
1
4
6'
1
1
4
7
'
1
1
4
8
'
1
1
4
9
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1
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'
RIDGE LINE ROAD
DRIVEWAY
SIDEYARD
SETBACK
FRONT YARD
SETBACK
NE
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REAR YARD SETBACK LINE, MEASURED
FROM THE REAR OF THE BUILDABLE PAD
OF A DESCENDING SLOPE
PROPOSED SINGLE FAMILY
RESIDENCE ADDITION
PR
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PR
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(E)
(E)
(E)
(E)
PROPOSED SINGLE FAMILY
RESIDENCE ADDITION
EXISTING SINGLE FAMILY
RESIDENCE TO REMAIN
FS: 1152' - 4"
FS: 1152' - 4"
1151' - 8"
1151' - 4 1/2"
1150' - 0"
1150' - 6 1/2"
TW 1152' - 2"
BW 1148' - 6"
1151' - 10"
NEW GARDEN RETAINING WALL, STUCCO
COATED TO MATCH HOME, PRECISION
CONCRETE BLOCK. WALL EXTENTS AS
REQ'D TO ACHIEVE BUILDABLE PAD FLAT
LEVEL, MAX EXPOSED HEIGHT 3'-0" ABOVE
FINISH GRADE
TW 1150' - 2"
BW 1145' - 3 1/2"
(E) 1151'
(E)
(E)
(N)
(N)
(N)
HEIGHT: 1' -4"
HEIGHT: 1' -2"
(E) 1151'(E) 1151'
(E) 1150'
(E) 1149'
(E) 1148'
(E) 1147'
(E) 1146'
NEW LOW GARDEN WALL, STUCCO COATED
TO MATCH HOME, PRECISION CONCRETE
BLOCK.
TW: 1152' - 2"
BW 1147' - 4"
HEIGHT: 2' -5"
TW 1152' - 5 1/2"
BW 1148' - 4"
1150' - 5"
1152' - 4"
SLOPES, MAX
HEIGHT: 2'-2"
TW 1152' - 2"
BW 1149' - 4"
HEIGHT: 2' -2"
HEIGHT: 2' -4"
FG 1149' - 10"
HEIGHT: 2' -4"
FG 1147' - 10 1/2"
FG 1149' - 4"
FG 1150' - 9 1/2"
FG 1149' - 9 1/2"
A V G S L O P E 2 3 /4 " / 1 '-0 "
A V G S L O P E 3 " / 1 '-0 "
A
V
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S
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/
4
"
/
1
'
-
0
"
FG 1151' - 3 1/2"
(E)
70' - 0" TW 1152' - 5 1/2"
BW 1148' - 4"
FG 1151' - 1 1/2"
SLOPES, MAX
HEIGHT: 3'-10"
FG 1148' - 4"
TW 1152' - 2"
BW 1147' - 4"
TW 1152' - 2"
BW 1147' - 4"
HEIGHT: 2'-10"
PROPOSED NEW AREA OF WORK
EXISTING TO REMAIN
PROPOSED NEW CONTOUR
EXISTING CONTOUR CUT/FILL
(E) EXISTING TREE TO BE PRESERVED
PROPERTY LINE
N
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
C1.000
CONCEPTUAL GRADING PLAN
SCALE: 1/8" = 1'-0"
CONCEPTUAL GRADING PLAN1
GRAPHIC LEGEND
GENERAL NOTES
1. ALL GRADING SHALL SHALL BE CONDUCTED IN A MANNER
CONFORMING TO THE RULES AND REQUIREMENTS AS
DETERMINED BY THE LOCAL WATER PURVEYOR AND/OR THE
LOCAL AGENCY
2. IN ADDITION TO THESE NOTES, ALL GRADING SHALL CONFORM
TO THE REQUIREMENTS CONTAINED IN ANY APPLICABLE
PROJECT SOILS REPORT AND ANY SUBSEQUENT ADDENDUM
3. UNDERGROUND SERVICE ALERT (U.S.A.) SHALL BE
CONTACTED FORTY -EIGHT (48) HOURS PRIOR TO START OF
ANY GRADING OPERATIONS.
4. BEFORE BEGINNING GRADING OPERATION, THE CONTRACTOR
SHALL OBTAIN APPROVAL AS REQUIRED FROM THE DIAMOND
BAR DEPARTMENT OF PUBLIC WORKS (ROADS DIVISION) FOR
HAUL ROUTES USED AND METHODS PROVIDED TO MINIMIZE
THE DEPOSIT OF SOILS ON CITY ROADS.
5. ALL CUT OR FILL AREAS SHALL BE CLEARED OF ALL
VEGETATION, INCLUDING ROOTS AND ROOT STRUCTURES,
AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE
PROJECT SITE AND TRANSPORTED TO A SUITABLE DISPOSAL
AREA.
6. FILL MATERIAL SHALL BE SPREAD IN LIFTS NOT EXCEEDING 6"
IN COMPACTED THICKNESS, MOISTENED AND DRIED AS
NECESSARY TO NEAR OPTIMUM MOISTURE CONTENT AND
COMPACED BY AN APPROVED METHOD AND/OR AS DIRECTED
BY A GEOTECHNICAL ENGINEER
7. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED
PRIOR TO PROCEEDING WITH ANY WORK
8. EARTH MOVING AND WORKING OPERATIONS SHALL BE
CONTROLLED TO PREVENT WATER FROM RUNNING INTO
EXCAVATED AREAS.
9. WHEN THE MOISTURE CONTENT OF THE FILL MATERIAL IS NOT
SUFFICIENT TO ACHIEVE REQ'D COMPATION, WATER SHALL BE
ADDED UNTIL THE SOILS ACHIEVE SUFFICIENT MOISTURE
CONTENT. WHEN MOISTURE CONTENT OF THE FILL IS
EXCESIVE, THE MATERIAL SHALL BE AERATED UNTIL REDUCED
TO AN ACCEPTABLE CONTENT TO ACHIEVE THE PROPER
COMPACTION
10. IMPORT SOILS SHALL BE EQUAL TO OR SUPERIOR IN QUALITY
TO THE ON -SITE SOILS
11. CUT SLOPES SHALL NOT EXCEED A GRADE OF 1.5h:1v
VERTICAL, COMBINATION CUT/FILL SLOPES SHALL NOT
EXCEED A 2h:1v SLOPE. SLOPES OVER 3' IN VERTICAL HEIGHT
SHALL BE PLANTED W/ PERENNIAL OR APPROVED EROSION
CONTROL MEASURE
12. SURFACE DRAINAGE SHALL BE PROVIDED AT A MINIMUM OF
2% AWAY FROM THE FOUNDATION OF ANY STRUCTURE
13. ALL TREES THAT ARE TO REMAIN ON SITE SHALL BE
TEMPORARILY FENCED AND PROTECTED AROUND THE DRIP
LINE DURING GRADING
14. ALL EARTHWORK ON HILLSIDES, SOPING, OR MOUNTAINOUS
TERRAIN SHALL BE STABILIZED TO PROTECT AND PREVENT
LOSS OF SOILS
15. CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR ENGINEER
AT LEAST 48 HOURS PRIOR TO START OF ANY GRADING WORK
16. NO ROCK OR SIMILAR MATERIAL GREATER THAN 6" IN
DIAMETER WILL BE PLACED IN THE FILL UNLESS
RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN
SUBMITTED AND APPROVED IN ADVANCE.
17. DRAINAGE IS NOT PERMITTED TO SHEET OVER GRADED
SLOPES STEEPER THAN 5:1. CONCENTRATED DRAINAGE IS
NOT PERMITTED TO DISCHARGE ON ANY GRADED SLOPE
18. A BERM IS REQUIRED AT THE TOP OF ALL FILL SLOPES
19. ANY MODIFICATIONS OF OR CHANGES IN GRADING PLAN MUST
BE REVIEWED/APPROVED PRIOR TO PROCEEDING WITH ANY
WORK
20. SECURE PERMISSION FROM LOCAL AGENCIES AS REQUIRED
FOR CONSTRUCTION, GRADING, AND/OR DISCHARGE OR
DRAINAGE WITHIN STREET RIGHT -OF -WAY
21. GRADING CONTRACTOR SHALL SUBMIT A WRITTEN
STATEMENT VERIFYING THAT THE WORK DONE UNDER HIS
DIRECTION WAS PERFORMED IN ACCORDANCE W/ THE
APPROVED PLANS AND THE REQUIREMENTS OF APPLICABLE
CODES OR DESCRIBING ALL VARIANCES FROM THE APPROVD
PLANS/CODE REQUIREMENTS
22. ALL RECOMMENDATIONS INCLUDED IN THE CONSULTANTS
SOIL AND GEOLOGY REPORTS MUST BE COMPLIED WITH AND
ARE A PART OF THE GRADING SPECIFICATIONS
23. FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF
MAXIMUM DENSITY AS DETERMINED BY ASTM SOIL
COMPACTION TEST D1557 -LATEST VERSION
24. ALL CUT SLOPES SHALL BE INVESTIGATED DURING AND AFTER
GRADING TO DETERMINE IF ANY SLOPE STABILITY PROBLEM
EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL
HAZARDS OR POTENTIAL HAZARDS, SUBMIT RECOMMENDED
REMEDIATION FOR APPROVAL
TOPOGRAPHY SCHEDULE
CUT AREA FILL AREA NET CUT/FILL
(TOTAL AMOUNT OF SOIL TO BE IMPORTED)
981 CF 5,567 CF
4,940 CUBIC FEET / 182.96 CUBIC YARDS
REAR YARD
640 CF
SIDE YARDS REAR YARD FRONT YARD
994 CF MODIFIED TOPOGRAPHY
1621 CF (60.04 CY) 6,561 CF (243 CY)
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 41
UP
DRIVEWAY
SIDEYARD SETBACK
SIDEYARD
SETBACK
FRONT YARD
SETBACK
NE
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THE LANDSCAPE AREA BETWEEN THE
COUNTRY FENCE AND THE EDGE OF STREET
ASPHALT IS EXISTING TURF TO REMAIN. NO
PLANTS OR SHRUBS ARE TO BE PLACED IN
THIS AREA
REAR YARD SETBACK LINE, MEASURED
FROM THE REAR OF THE BUILDABLE
PAD OF A DESCENDING SLOPE
SINGLE FAMILY
RESIDENCE
PR
O
P
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R
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L
I
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PR
O
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L
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E
(E)
(E)
(E)
(E)
(E)
BM
BM
BM
BM
BM BM BM
BM BM BM
TJ
TJ
TJ
TJ TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
BM
BM
BM
BM
BM
BM
BM
BM
BM
BM
BM
BM
BM BM
BM
BM
BM
BM
BM
TJ
TJ TJ TJ TJ TJ TJ TJ
BM
BM
BM
BM
BM
BM
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ
TJ TJ TJ
TJ
TJ TJ
TJ
TJ
TJ TJ TJ
TJ
TJ TJ PT TJ
PT
PT B
B
B
PT
PT TJ
TJ
TJ
5 ' - 2 "
4' - 8"
MULCH
SCREEN HEDGES
SPECIMEN TREE
SHADE TREE
P2
P1
P2
EX
P1
P1
P1 P2
P1
ROOF EAVE
OVERHEAD
(E)
TJ
TJ
TJ
TJ
TJ
TJ
TJ TJ TJ TJ TJ
TJ
TJ
TJ
TJ
TJ
FP TJ
FP
FP
FP
FP
FP FP FP FP FP FP
FP
FP
FP
FP
FP
FP FP FP FP FP
P1
P1
(E)
PT PT PT
PT
TJ TJ TJ TJ TJ TJ TJ TJ TJ TJ MULCH
EXISTING 25'-0"
PEPPERMINT TREE TO
REMAIN
EXISTING 20'-0"
JACARANDA TREE
TO REMAIN
EXISTING 15'-0" INDIAN
LAUREL FIG TREE TO
REMAIN
EXISTING 20'-0"
JACARANDA TREE
TO REMAIN
EXISTING 25'-0"
PEPPERMINT TREE
TO REMAIN
EXISTING 15'-0"
INDIAN LAUREL FIG
TREE TO REMAIN
EXISTING 15'-0"
COMMON LAUREL TREE
TO REMAIN
RIDGE LINE ROAD
TREE PLANTING LEGEND
SYMBOL ABBREVIATION
TREES
BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS
FULL, DENSE,
SYMMETRICAL, WELL -
ROOTED, SPECIMEN
QUALITY, EVERGREEN
FULL, DENSE,
SYMMETRICAL, WELL -
ROOTED, SPECIMEN
QUALITY, EVERGREEN
PER PLAN
PER PLAN
60" BOX
60" BOX
EXISTING TREE, TYPICAL. PROTECT IN PLACE.
REFER TO SHEET L.001 FOR TREE
PROTECTION NOTES
FULL, DENSE,
SYMMETRICAL, WELL -
ROOTED, SPECIMEN
QUALITY, EVERGREEN
PER PLAN 36" BOX
(E)
OLIVE TREE
JACARANDA
ITALIAN
CYPRESS
OLIA EUROPAEA OLI EUR
JACARANDA
MIMOSIFOLIA
JAC MIM
CUPRESSUS
SEMPERVIRENS
CUP SEM
SHRUB AND GROUNDCOVER LEGEND
SYMBOL ABBREVIATION
SHRUBS
BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS
FULL, DENSE, WELL -
ROOTED, SYMMETRICAL
FULL, DENSE, WELL -
ROOTED, SYMMETRICAL
PER PLAN
PER PLAN
5 GALLON
5 GALLON
TRACHELOSPERMUM
JASMINOIDES
STAR
JASMINE
NEW
ZEALAND
FLAX
TJ
FULL, DENSE, WELL -
ROOTED, SYMMETRICAL
24" O.C.
HEDGE
SPACING
15 GALLON BUXUS
MICROPHYLLA
'JAPONICA'
JAPANESE
BOXWOOD BM
PT
BUX MIC
PHORMIUM
TENAX
PHO TEN
TRA JAS
FULL, DENSE, WELL -
ROOTED, SYMMETRICAL
PER PLAN 5 GALLON
ESPALIER
BOUGAINVILLEA BOUGAINVILLEA
'BARBARA
KARST'
B
BOU
FULL, DENSE, WELL -
ROOTED, SYMMETRICAL
PER PLAN 5 GALLON
ESPALIER
FICUS PUMILA CREEPING FIG FIC PUM
FP
OR MATCH EXISTING.
INFILL NEW GRADING
WITH GRASS LAWN.
(TURF AREA IS LESS
THAN 25% OF NEW
LANDSCAPED AREA)
PASPALUM
VAGINATUM
BISCUIT GRASS PAS VAG
PAVING LEGEND
SYMBOL CODE
PAVEMENTS
DESCRIPTION MANUFACTURER SIZE MATERIAL/MODEL REMARKS
CIP CONCRETE ON COMPACTED
AGGREGATE BASE
S.C.D. CONCRETE PAVING -
P1
COLOR FINISH
INTEGRAL COLOR:
WESTWOOD BROWN
ACID ETCHED AND
SEALED, WITH SAW CUT
CONTROL JOINTS
MOCK UP AND SAMPLES
REQUIRED
OLDE TOWNE ANTIQUATED 4"x4",6"x6",
6"x9", 2 3/8"
THK
BRICK FIELD PAVING TREMRON
P2
MAHOGANY ASH PILLOW TOP,
ANTIQUATED FINISH,
RANDOM PATTERN
MOCK UP AND SAMPLES
REQUIRED
EX
EXISTING DRIVEWAY --EXISTING TO REMAIN ---
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/8" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
L.001
LANDSCAPE PLAN
LEGEND
GENERAL NOTES
LAYOUT NOTES
1. VERIFY LOCATION OF BUILDINGS, WALLS, ROADS, AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH ARCHITECTURAL
AND CIVIL ENGINEER'S DRAWINGS.
2. TAKE DIMENSIONS FROM FACE OF CURB, WALL OR BUILDING OR TO CENTERLINE OF COLUMNS OR TREES UNLESS OTHERWISE
NOTED. MEASUREMENTS TO DESIGNATED CENTERLINE(S).
3. TAKE DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE, WORK LINE, FACE OF BUILDING, FACE OF WALL, OR CENTERLINE.
4. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR ROADWAY CENTERLINES, BUILDING
SETBACKS, AND BENCHMARKS.
GRADING NOTES
1. FOR EXISTING TOPOGRAPHY INCLUDING GRADES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, CURBS AND GUTTERS,
EXISTING TREES, ETC., REFER TO THE CIVIL SURVEY.
2. FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW LINES
ACCURATELY AND PROVIDE A MINIMUM 2% AND A MAXIMUM 50% GRADIENT UNLESS OTHERWISE NOTED.
3. HOLD FINISHED GRADES FOR SHRUB AND GROUNDCOVER AREAS 2" (TWO -INCHES) BELOW TOP OF ADJACENT PAVEMENT, CURBS,
OR HEADERS UNLESS OTHERWISE NOTED ON THE DRAWINGS.
4. GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES TO PRODUCE A SMOOTH AND NATURAL APPEARING
TRANSITION BETWEEN RELATIVELY LEVEL AREAS AND SLOPES.
PLANTING NOTES
1. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OF TREE INSTALLED AS SHOWN ON DRAWINGS.
2. PROVIDE MATCHING SIZES AND FORMS FOR ALL SHRUB/GROUNDCOVER PLANTINGS. SPACE EQUALLY (TRIANGULARLY OR GRID) AS
SHOWN UNLESS NOTED OTHERWISE.
3. INSTALL TREES A MINIMUM OF 4' (FOUR -FEET) FROM BACK OF CURB, EDGE OF WALL OR PAVING.
4. FORM 30" (THIRTY -INCH) WATERING BASIN AROUND TREES. FILL BASIN WITH 1 -1/2" (ONE AND ONE -HALF INCH) LAYER OF
AGGREGATE MULCH.
5. LOCATION OF TREES SHALL BE APPROVED BY ARCHITECT PRIOR TO FINAL INSTALLATION.
6. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANTING LEGEND FOR KEY AND CLASSIFICATION.
TREE PROTECTION NOTES
1. THE CONTRACTOR, THROUGHOUT THE DURATION OF THE PROJECT, SHALL BE DIRECTLY RESPONSIBLE FOR PROTECTION AND
WELFARE OF EXISTING TREES, SHRUBS, AND GROUNDCOVER WITHIN AND AROUND THE CONTRACT LIMITS THAT ARE NOTED TO
REMAIN. RESPONSIBILITIES SHALL INCLUDE BUT NOT LIMITED TO:
A. WATERING THROUGHOUT THE DURATION OF CONSTRUCTION
B. PROVIDING ALL PROTECTION FENCING AS REQUIRED AND PROVIDING PROTECTION FROM MECHANICAL DAMAGE, SOIL
COMPACTION, POLLUTION FROM ALL SOURCES, AND DISTRUPTION OF ENVIRONMENTAL SUPPORT THAT WOULD RESULT IN THE
LOSS OF VIGOR OF SAID PLANTINGS.
2. DEFINITIONS:
A. TREE PROTECTION ZONE (TPZ): THE AREA OF "NO CONSTRUCTION" THAT PROHIBITS UNDERGROUND TRENCHING AND IS TO BE
MAINTAINED AS ZONES FREE OF DISTURBANCES AND COMPACTION PRIOR TO INSTALLATION OF PROTECTION FENCE.
B. DRIP LINE: AN IMAGINARY LINE ON THE GROUND AROUND A TREE REPRESENTING ITS OUTERMOST BRANCH TIPS. ALL OF THE
AREA WITHIN THE DRIP LINE OF EXISTIN GTREES TO REMAIN IS TO BE PROTECTED FROM DAMAGE AS SPECIFIED HEREIN,
UNLESS OTHERWISE NOTED.
3. PROTECTION FENCE: PROVIDE ADEQUATE PROTECTION OF EXISTING TREES TO REMAIN AGAINST, ABOVE AND BELOW GRADE
DAMAGE FROM CONSTRUCTION OPERATIONS AND COMPACTION OF CURIAL ROOT ZONE AREAS. INSTALL 4' HIGH ORANGE VINYL
TYPE FENCING AT OR BEYOND CANOPY/DRIP LINE. PROTECTIVE FENCING SHALL BE IN PLACE BEFORE ANY OTHER WORK IS BEGUN
ON SITE, INCLUDING MATERIALS DELIVERY AND STORAGE. THE FENCE WILL BE MAINTAINED AND REMAIN UNTIL THE PROJECT IS
COMPLETE.
A. TRUNK PROTECTION: TAKE EXTREME CARE TO PROTECT THE TRUNK AND ROOTS IN THE TPZ RADIUS, INCLUSIVE OF THE TREE
FOLIAGE.
B. USING TREES AS SUPPORT POSTS, BRACING, POEWR POLES, SIGN POSTS, ROPE ANCHORAGE'S, GUY WIRE SUPPORTS,
POEWR LINES R OTHER SIMILAR FUNCTIONS IS PROHIBITED.
C. THERE SHALL BE NO DISPOSING PAINT, PETROLEUM PRODUCTS, POLLUTED WATER, SOIL STERILANTS, OR OTHER ITEMS
CONSIDERED DELETERIOUS TO THE HEALTH OF TREE ROOTS.
4. DAMAGED TREE(S): ANY TREE TO REMAIN THAT IS DAMAGED OR DESTROYED DUE TO CONSTRUCTION PROCEDURE, CONTRACTOR
NEGLIGENCE OR FAILURE TO PROVIDE ADEQUATE PROTECTION REQUIRES IMMEDIATE NOTIFICATION OF THE OWNER AND
ARCHITECT. CONTRACTOR SHALL COMPENSATE THE OWNER. COORDINATION OF CORRECTIVE REPAIRS AND COST OF
CORRECTIVE REPAIRS SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.
WATER USE AND IRRITATION NOTES:
1. ESTIMATED APPLIED WATER USE ALLOWED FOR THE LANDSCAPE AREA SHALL NOT EXCEED THE MAXIMUM APPLIED WATER
ALLOWANCE CALCULATED PER CITY OF DIAMOND BAR LANDSCAPE WATER USE STANDARDS
2. IRRIGATION OF ALL LANDSCAPED AREAS SHALL BE CONDUCTED IN A MANNER CONFORMING TO THE RULES AND REQUIREMENTS AS
DETERMINED BY THE LOCAL WATER PURVEYOR AND/OR THE LOCAL AGENCY
NEW / RE-LANDSCAPED AREA
REAR YARD SIDE / FRONT YARD TOTAL
2,481 SQUARE FEET 971 SF NEW / RE -LANDSCAPED AREA
(APPROXIMATE SQUARE FOOTAGE)
1510 SF
10/2/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 42
UP
________ ________ 1
AS.002
RIDGE LINE ROAD
DRIVEWAY
________ ________ 2
AS.002
32
'
-
0
"
(NEW)
16' - 9" TO PL
20' - 9"
(NEW)
22' - 2" TO PL
(EXISTING)
25' - 0" TO PL
1
10' - 0"
SIDEYARD SETBACK
LINE
15' - 0"
SIDEYARD SETBACK LINE
FRONT YARD SETBACK
LINE
NEIGHBORING PROPERTY
23504 RIDGE LINE RD.
PARCEL 92
+/- 36' - 5" (NEW CONSTRUCTION)
NEIGHBORING PROPERTY
23420 RIDGE LINE RD.
PARCEL 94
+/- 131' - 5" (NEW CONSTRUCTION)
2
3
A MINIMUM 5 -FOOT WIDE APPROVED FIREFIGHTER
ACCESS WALKWAY LEADING FROM THE FIRE
APPARATUS ACCESS ROAD TO THE BUILDING'S
EXTERIOR OPENINGS SHALL BE PROVIDED FOR FIRE
FIGHTING AND RESCUE PURPOSES. FIRE CODE 504.1
PROVIDE A MINIMUM UNOBSTRUCTED WIDTH OF 20
FEET, EXCLUSIVE OF SHOULDERS, EXCEPT FOR
APPROVED SECURITY GATES IN ACCORDANCE WITH
SECTION 503.6, AND AN UNOBSTRUCTED VERTICAL
CLEARANCE "CLEAR TO SKY" FIRE DEPARTMENT
VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL
PORTIONS OF THE EXTERIOR BUILDING WALLS. FIRE
CODE 503.2.1
1
REAR YARD SETBACK LINE, MEASURED
FROM THE REAR OF THE BUILDABLE
PAD OF A DESCENDING SLOPE
105' - 5"
1
5
4
'
-
0
"
41
0
'
-
7
"
127' - 6"
57
8
'
-
3
"
NEIGHBORING PROPERTY
PARCEL 96
NEIGHBORING PROPERTY
PARCEL 95
N E A R E S T C R O S S S T R E E T : F L I N T R O C K R D A P P R O X . 1 ,4 0 0 F T .
.
4
5
6
6
7
7
+/- 2 0 ' - 0 " 5 ' - 0 "
8
'
-
9
1
/
2
"
+
/
-
1
6
'
-
0
"
+/- 12' - 0" 5' - 0"
13
'
-
3
"
+/
-
1
2
'
-
0
"
RIDGE LINE ROAD S T R E E T E A S E M E N T
3 2 ' - 0 "
3 2 ' - 0 "
3 2 ' - 0 "
EXTENT OF UTILITY
EASEMENT
EXTENT OF GREEN -
BELT EASEMENT
4 6 ' - 0 "
EXISTING 25'-0"
PEPPERMINT TREE TO
REMAIN
EXISTING 20'-0"
JACARANDA TREE
TO REMAIN
EXISTING 15'-0" INDIAN
LAUREL FIG TREE TO
REMAIN
EXISTING 20'-0" JACARANDA TREE
TO REMAIN
EXISTING 25'-0" PEPPERMINT TREE
TO REMAIN
EXISTING 15'-0" INDIAN LAUREL FIG
TREE TO REMAIN
EXISTING 15'-0"
COMMON LAUREL TREE
TO REMAIN
EXISTING 20'-0"
PEPPERMINT TREE TO
BE REMOVED
EXISTING 25'-0" INDIAN LAUREL FIG
TREE TO BE REMOVED
EXISTING 15'-0" INDIAN
LAUREL FIG TREE TO
BE REMOVED
3
HEIGHT: 1' -4" HEIGHT: 1' -2"
HEIGHT: 2' -5"
MAX HEIGHT: 2'-2"
HEIGHT: 2' -2"
HEIGHT: 2' -4"
HEIGHT: 2' -4"
MAX HEIGHT: 3'-10"
HEIGHT: 2' -10"
+/- 135' - 8" (EXISTING) +/- 39' - 3" (EXISTING)
(EXISTING)
20' - 9" TO PL
2 7 ' - 6 "
1. FIRE DEPARTMENT VEHICLE ACCESS ROADS SHALL ALL BE
HARDSCAPE, ALL WEATHER ACCESS IN ACCORDANCE WITH
THE DEPARTMENT'S ALL WEATHER ACCESS REQUIREMENTS.
FIRE CODE 503.2.3
2. THE REQUIRED FIRE FLOW IS BASED ON THE FOLLOWING
CALCULATION:
TYPE OF CONSTRUCTION PER THE BUILDING CODE: TYPE VB
FIRE FLOW BASED ON THE TOTAL FLOOR AREA OF ALL FLOOR
LEVELS WITHIN THE EXTERIOR WALLS AND UNDER THE
HORIZONTAL PROJECTIONS OF THE ROOF OF THE BUILDING.
2,500 GPM REDUCTION FOR FIRE SPRINKLERS (MAX 50%):
1,250 GPM
TOTAL FIRE FLOW REQUIRED: 1,250 GPM.
3. ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2.5" BRASS OR
BRONZE, CONFORMING TO AMERICAN WATER WORKS
ASSOCIATION STANDARD C503, OR APPROVED EQUAL, AND
SHALL BE INSTALLED IN COMPLIANCE WITH THE COUNTY OF
LOS ANGELES FIRE DEPT. REGULATION 8. FIRE CODE 507.5
AND REG. 8.
4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN
LOCATIONS AS PER FIRE CODE 906.
5. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY
OF 1.5 CUBIC YARDS OR MORE SHALL NOT BE STORED IN
BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE
WALLS, OPENINGS, OR COMBUSTIBLE EAVES UNLESS AREAS
CONTAINING DUMPSTERS OR CONTAINERS ARE PROTECTED
BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM. FIRE
CODE 304.3.3.
6. APPROVED BUILDING ADDRESS NUMBERS, BUILDING
NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE
PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET FRONTING. THE PROPER
NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE
ARABIC NUMBERALS OR ALPHABET LETTERS, AND BE A MIN.
OF 4 INCHES HIGH WITH A MIN. STROKE WIDTH OF 0.5 INCH.
FIRE CODE 505.1
1. REFERENCE THE CIVIL PLANS FOR ALL GRADING, ON SITE
CONSTRUCTION, OFF SITE CONSTRUCTION, WHICH MAY
REQUIRE A SEPARATE BUILDING PERMIT.
2. ALL EXTERIOR WALLS NOT ATTACHED TO THE PRIMARY
STRUCTURE SHALL REQUIRE A SEPARATE BUILDING PERMIT.
3. SIDEWALKS, DRIVEWAYS AND OTHER FLAT WORK SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SOIL REPORT.
4. STRUCTURES SHALL BE LOCATED BY A QUALIFIED SURVEYOR
ONLY AND SHALL FURNISH PAD CERTIFICATION REPORT TO
DESIGNER PRIOR TO PLACING OF NEW FOUNDATION.
5. PROPERTY LINE DIMENSIONS ARE PREPARED WITH
INFORMATION FURNISHED BY THE OWNER AND SHALL NOT BE
CONSTRUED TO BE A SURVEY OF THE PROPERTY. FINAL
STRUCTURE PLACEMENT IN RELATION TO THE PROPERTY
LINES SHALL BE AS DESIGNATED ON TEH CIVIL DRAWINGS AND
SHALL CONFORM TO ALL LOCAL ZONING AND BUILDING
CODES, AMENDMENTS AND/OR APPROVED VARIANCES.
BUILDER SHALL LOCATE ALL STRUCTURES AND CERTIFY
COMPLIANCE WITH SETBACKS PRIOR TO ANY WORK.
6. ALL RETAINING WALL AREA TO BE LANDSCAPED.
7. SITE AREAS THAT DROP OFF OVER 30" SHALL BE PROVIDED
WITH A GUARDRAIL 42" H. W/ POST @ 4'-0" O.C. (MAX.)
8. RETAINING WALLS ARE TO BE STUCCO COATED (TO MATCH
THE HOME) PRECISION CONCRETE BLOCK.
9. GARDEN WALLS ARE TO BE STUCCO COATED (TO MATCH THE
HOME) PRECISION CONCRETE BLOCK.
10. NO PROTECTED TREES EXIST ON THE PROPERTY.
SIM
X
REVISION REFERENCE
DESCRIPTION OF SIMILAR OR
OPPOSITE
LOCATION ON ROW WHERE
SHOWN
AREA TO BE DETAILED
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
DIRECTION OF ELEVATION
1
AX.XX
AX.XX.X
X
ALIGN
KEY NOTE
DOOR NUMBER (WITH SCHEDULE)
ALIGN WITH ESTABLISHED
SURFACES
XXXXXX
XX
SECTION SYMBOL AX.XX
X
*REFER TO GENERAL SHEETS FOR ADDITIONAL
GRAPHIC SYMBOLS
NEW PARTITION
EXISTING PARTITION
ELEVATION DATUM POINT
REFERENCE TO PARTITION TYPE XXXX
AREA OF NEW WORK
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
AS.001
ARCHITECTURAL SITE PLAN
SCALE: 1/16" = 1'-0"
SITE PLAN1
LEGEND
GENERAL NOTES
SITE PLAN NOTES
KEYNOTES
1 PROPERTY LINE, REFER TO CIVIL DRAWINGS
2 EXISTING CONCRETE DRIVEWAY TO REMAIN. PRIMARY
VEHICULAR ACCESS TO PROPERTY
3 EXISTING 3'-0" HIGH COMMUNITY VINYL SPLIT RAIL FENCE TO
REMAIN
4 NEW SITE PAVING ACCESS PATH. PRIMARY PEDESTRIAN ENTRY
TO SITE.
5 NEW REAR YARD PATIO
6 NEW GARDEN RETAINING WALL, STUCCO COATED TO MATCH
HOME, PRECISION CONCRETE BLOCK.
7 EXISTING WOOD SHED
23440 RIDGE LINE RD
ZONING : RR
EXISTING BUILDING AREA: 2,224 SF
PROPOSED ADDITIONAL FLOOR AREA: 2,520 SF
TOTAL BUILDING AREA : 4,744 SF
LOT COVERAGE
TOTAL LOT SIZE : 1.63 AC = 70,781 SF
7/20/18 ISSUE FOR DBCEA REVIEW MS
9/04/18 ISSUE FOR DBCEA RESUBMISSION MS
10/2/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 43
7 6 5 4 3 2 1
UP
4
3
2
1
D W
REF.
EXISTING
DRIVEWAY
RIDGE LINE RD.
EXISTING
GARAGE
NEW BUILD AREA
1151' - 8"
1152' - 3"
1150' - 6 1/2"
1151' - 4 1/2"
1152' - 4"
1' - 0" 6' - 0" 1' - 0"
1 9 ' - 1 0 "
3 ' - 6 "
CL
3' - 6"
4 ' - 1 "
1 0 ' - 1 "
3 ' - 7 "
[No Slope]
[No Slope]
1151' - 8"
TW 1152' - 2"
R 8 ' - 5 "
R 6 ' - 8 "
R 7 ' - 9 "
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
2'-4" HIGH GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
NEW TREE, REFER TO
LANDSCAPE PLAN
NEW TREE, REFER TO
LANDSCAPE PLAN
NEW TREE, REFER TO
LANDSCAPE PLAN
NEW TREE, REFER TO
LANDSCAPE PLAN
PLANTER BED
EXISTING 25'-0"
PEPPERMINT
TREE TO REMAIN
PLANTER BED
EXISTING 25'-0"
PEPPERMINT
TREE TO REMAIN
TW 1150' - 2"
R 1 2 ' - 1 "
R 1 1 ' - 5 "
EXISTING 3'-0" HIGH COMMUNITY VINYL
SPLIT RAIL FENCE TO REMAIN
EXISTING 3'-0" HIGH COMMUNITY VINYL
SPLIT RAIL FENCE TO REMAIN
1150' - 5"
TW 1152' - 2"
4 ' - 0 "
1150' - 5"
2'-5" HIGH GARDEN WALL,
STUCCO COATED TO
MATCH HOME, PRECISION
CONCRETE BLOCK
1152' - 4"
1150' - 5"
1 2 ' - 0 " C L R
4' - 0"
2 ' - 9 "
6
A2.201
7
A2.201
2'-2" MAX HEIGHT SLOPED
GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK.
2'-4" HIGH GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
TW 1152' - 2"
FG 1149' - 9"
TW 1152' - 2"
1150' - 0"
TW 1152' - 2"
FG 1149' - 4"
PLANTER BED
2'-10" HIGH GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
2'-2" HIGH GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
3'-10" MAX HEIGHT SLOPED
GARDEN WALL, STUCCO
COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK.
FG 1149' - 10"
FG 1147' - 10"
NEW BUILD AREA
1152' - 4"
REAR YARD
3' - 10" 22' - 4" 27' - 0" 35' - 3" 3' - 10"
NEW CONCRETE PAD
5 ' - 1 1 "
7 ' - 7 "
3 ' - 6 "
EXISTING 20'-0"
JACARANDA
TREE TO REMAIN
EXISTING 15'-0"
INDIAN LAUREL
FIG TREE TO
REMAIN
EXISTING 15'-0"
INDIAN LAUREL
FIG TREE TO
REMAIN
EXISTING 20'-0"
JACARANDA
TREE TO REMAIN
1'-4" MAX HEIGHT GARDEN
WALL, STUCCO COATED TO
MATCH HOME, PRECISION
CONCRETE BLOCK
3 1 ' - 0 " T O F A C E O F W A L L
EQ EQ
3 3 ' - 5 " T O F A C E O F W A L L
2 9 ' - 3 " T O F A C E O F W A L L
TW 1152' - 5 1/2"
FG 1151' - 1 1/2"
NOTE: ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS
A BARRIER -FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL
CHANGES EXCEEDING 1/2' IF BEVELED AT 1:2 MAX. SLOPE, OR
VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4' MAX. AND AT
LEAST 48' IN WIDTH. SURFACE IS STABLE, FIRM, AND SLIP
RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE
IN DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS
OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL
BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO
80% MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4"
PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80".
ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN
THE PATH OF TRAVEL.
N
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
AS.002
ENLARGED FRONT AND REAR YARD PLANS
SCALE: 1/4" = 1'-0"
ENLARGED FRONT YARD PLAN 1
SCALE: 1/4" = 1'-0"
ENLARGED REAR YARD PLAN 2
7/20/18 ISSUE FOR DBCEA REVIEW MS
9/04/18 ISSUE FOR DBCEA RESUBMISSION MS
10/2/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 44
DW
FD
4
2
"
42
"
4
2
"
4
2
"
42"
REF.
S
2
S
S3
48"
T C
S
S
S
S
S
S3
S
S
S
S
3
S
S
S
S
S S
EXISTING CONSTRUCTION TO
REMAIN
EXISTING CONSTRUCTION TO BE
REMOVED
EXISTING TREE TO BE REMOVED
1. REFER TO SHEET G0.100 FOR ABBREVIATIONS & OTHER
GRAPHIC SYMBOLS.
2. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE
HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS
MATERIALS ON THE JOBSITE. IF ASBESTOS OR OTHER
HAZARDOUS MATERIALS ARE DISCOVERED DURING
CONSTRUCTION, ISOLATE THE AFFECTED AREA AND CONTACT
THE OWNER FOR FURTHER INSTRUCTIONS BEFORE
PROCEEDING.
3. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND REGULATIONS PERTAINING TO SAFETY OF
PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.
4. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND
GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND
REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND
WORKERS.
5. ERECT AND MAINTAIN BARRICADES, LIGHTING, AND
GUARDRAILS AS REQUIRED TO PREVENT SPREAD OF DUST,
FUMES, AND SMOKE, ETC., TO OTHER PARTS OF THE
BUILDING. REPAIR DAMAGED SURFACES TO MATCH ADJACENT
SURFACES..
6. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED,
RESTORE EFFECTED AREAS AT NO COST TO THE OWNER.
7. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF
REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS
RESULTING FROM DEMOLITION OPERATIONS.
8. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING
EQUIPMENT, AND FIXTURES AS REQUIRED FOR NEW WORK.
9. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT
WORK.
10. REMOVE ABANDONED ELECTRICAL, TELEPHONE, AND DATA
CABLING AND DEVICES, UNLESS OTHERWISE NOTED.
11. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON
COMPLETION OF WORK. LEAVE CONTRACT AREAS AND SITE
CLEAN, ORDERLY, AND ACCEPTABLE FOR NEW
CONSTRUCTION.
12. G.C. TO CONFIRM CONDITION OF VAV BOXES WITH BUILDING
ENGINEER. G.C. TO VERIFY WITH OWNER IF WORK IS TO
OCCUR.
1
2
3
4
DINING ROOM
LIVING ROOM
ENTRY FOYER
FAMILY ROOM
BREAKFAST NOOK
KITCHEN
BEDROOM #3 MASTER BEDROOM
BATHROOM #1
LAUNDRY ROOM
MASTER BATH
BEDROOM #2
BEDROOM #1
HALLWAY
3-CAR GARAGE
1 1
1
1
11
1
1
2
2
2
2
2 2
2
2
2
2
2
2
2
5
5
8
8
8
8
8
8
6
6
6 6
7
9
8
3
EXISTING DRIVEWAY
DE
M
O
7
11
12
12
12
8
13
13
13
1 ' - 1 1 /2 "
AL
I
G
N
2 ' - 0 "
1 ' - 2 1 /2 "
2 ' - 0 "
1 ' - 2 1 /2 "
N
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
DM.101
DEMOLITION PLAN
KEYNOTES
SHEET NOTES
GRAPHIC LEGEND
1 REMOVE EXISTING LOWER CASEWORK, AND UPPERS,
WHERE OCCUR
2 REMOVE EXISTING FLOORING THROUGHOUT
3 EXISTING CONSTRUCTION TO REMAIN
4 EXISTING FURNACE TO REMAIN
5 DEMOLISH EXISTING 6" RAISED CONCRETE SLAB, PREP
FOR LEVEL FLOORING AT HOUSE INTERIOR
6 REMOVE EXISTING STRUCTURAL POST
7 REMOVE EXISTING WOOD TRELLIS
8 REMOVE EXISTING CONCRETE SLAB
9 EXISTING FIREPLACE TO REMAIN
10 REMOVE EXISTING ROOF, ROOF FRAMING, ROOF
PENETRATIONS, CORBELS, AND DOWNSPOUTS
11 REMOVE EXISTING METAL BASKETBALL POST
12 REMOVE EXISTING FENCING
13 EXISTING TREE TO BE REMOVED/REPLACED. SEE SITE
PLAN FOR INFORMATION
SCALE: 1/4" = 1'-0"
GROUND FLOOR - DEMOLITION PLAN1
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 45
1. REFER TO A5 SERIES SHEETS FOR STANDARD DOOR FRAME DETAILS.
2. CONTRACTOR SHALL VERIFY ALL WALL THICKNESSES AND COORDINATE WITH
DOOR FRAMES.
3. DOOR JAMB LOCATIONS SHALL BE TYPICAL 4" FROM ADJACENT WALL, U.N.O.
4. (N) INTERIOR DOORS/ FRAMES SHALL BE FACTORY FINISHED, U.N.O. (E) DOORS
AND FRAMES SHALL BE REFINISHED AS REQUIRED TO LIKE NEW CONDITION.
5. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK. U.N.O. (SEE PLAN FOR
SIZE). AT DOUBLE INTERIOR DOOR CONDITIONS, PROVIDE DEADBOLT AT TOP OF
INACTIVE DOOR.
6. ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 3/4" THICK EXTERIOR
GRADE. (SEE PLAN FOR SIZE).
7. ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 1 3/8" THICK, SELF CLOSING
AND TIGHT FITTING, AND HAVING A FIRE -PROTECTION RATING OF NOT LESS
THAN 20 MINUTES WHEN TESTED. (SEE PLAN FOR SIZE).
8. ALL ENTRY DOORS TO BE SOLID CORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT
DOUBLE ENTRY DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE
DOOR.
9. ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK (SEE PLAN FOR
SIZE). AT DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF
INACTIVE DOOR.
10. WHERE REQUIRED, PRESSURE SEALS AND SMOKE SEALS MUST COMPLY WITH
DOOR AND FRAME MANUFACTURER'S RECOMMENDATIONS ("S" LABELS) AT ALL
NEW AND EXISTING RATED DOOR ASSEMBLIES PER CURRENT CODE.
11. ALL CLOSERS SHALL BE MOUNTED ON THE INTERIOR ROOM SIDE OF THE DOOR
WHEN REQUIRED BY CODE.
12. ALL CODE REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND
SHALL SWING IN THE DIRECTION OF EGRESS. SPECIAL LOCKING DEVICES SHALL
BE OF AN APPROVED TYPE. NO DEAD BOLTS, NO SLIDING BOLTS, ETC.
13. PROVIDE LEVER HARDWARE WHICH RETRACTS BOTH LOCKS WITH A SINGLE
ACTION.
AL = ALUMINUM
CL = CLEAR ANODIZED
PL = PLASTIC LAMINATE
SC = SOLID CORE
SS = STAINLESS STEEL
HM = HOLLOW METAL
PT = PAINTED
ST = STONE
GL = GLAZED
WV = WOOD VENEER
N = INDICATES NEW ITEMS
R = INDICATED RELOCATED ITEMS
DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE CA DOOR TYPE D DOOR TYPE E DOOR TYPE F
DOOR TYPE G DOOR TYPE H DOOR TYPE L DOOR TYPE M DOOR TYPE N DOOR TYPE P DOOR TYPE Q
OPEN
3"
5"
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A0.100
DOOR SCHEDULE & TYPES
DOOR TYPES
DOOR MARK
DOOR
TYPE
DOOR FRAME
RATING
HARDWA
RE SETS REMARKS
DIMENSIONS
MATERIAL FINISH MATERIAL FINISH WIDTH HEIGHT THICKNESS
A01 A 6' - 0" 7' - 0" 0' - 1 3/4" WD PT WD PT - CUSTOM FRONT ENTRY DOOR
B01 B 6' - 0" 9' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
B02 B 6' - 0" 9' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
B03 B 6' - 0" 9' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
C01 C 6' - 0" 8' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
CAS01 CO 8' - 0" 9' - 0" WD PT - CASED OPENING
CAS02 CO 8' - 0" 9' - 0" WD PT - CASED OPENING
CAS03 CO 10' - 0" 9' - 0" WD PT - CASED OPENING
CAS04 CO 3' - 4" 8' - 0" WD PT - CASED OPENING
CAS05 CO 3' - 4" 8' - 0" WD PT - CASED OPENING
CAS06 CO 4' - 0" 8' - 0" WD PT - CASED OPENING
CAS07 CO 6' - 0" 8' - 0" WD PT - CASED OPENING
CAS08 CO 4' - 0" 8' - 0" WD PT - CASED OPENING
CAS09 CO 6' - 6 1/2" 9' - 0" WD PT CASED OPENING
D01 D 3' - 0" 8' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
E01 E 15' - 0" 8' - 0" 0' - 2 1/4" WD/GL PT/AL WD PT/AL - CALIFORNIA GLASS SLIDING DOOR
F01 F 6' - 0" 8' - 0" 0' - 2" WD/GL PT/AL WD PT/AL -
G01 G 12' - 0" 8' - 0" 0' - 1 3/4" WD/GL PT/AL WD PT/AL -
H01 H 16' - 0" 8' - 0" 0' - 1 1/2" WD PT WD PT - LARGE GARAGE DOOR
L01 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L02 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L03 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L04 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L05 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L06 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L07 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L08 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L09 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L10 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
L11 L 2' - 6" 8' - 0" 0' - 1 3/4" WD PT WD PT -
M01 M 4' - 0" 6' - 8" 0' - 1 3/4" WD PT WD PT -
N01 N 4' - 0" 6' - 8" 0' - 1 3/4" WD PT WD PT -
N02 N 4' - 0" 6' - 8" 0' - 1 3/4" WD PT WD PT -
P01 P 2' - 4" 7' - 0" 0' - 1 3/4" GL GL ST ST -
P02 P 2' - 4" 7' - 0" 0' - 1 3/4" GL GL ST ST -
Q01 Q 9' - 0" 8' - 0" 0' - 1 1/2" WD PT WD PT - SMALL GARAGE DOOR
DOOR HARDWARE NOTES
EXTERIOR DOOR BASIS OF DESIGN: ANDERSEN DOORS E -SERIES
GARAGE DOOR BASIS OF DESIGN: PELLA ARCHITECT SERIES -CARRIAGE HOUSE GARAGE DOOR
INTERIOR DOOR BASIS OF DESIGN: TRUSTILE TS3030
9/04/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 46
1. BUILDER SHALL VERIFY W/ WINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS
HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MINIMUM CLEAR OPENABLE
HEIGHT DIMENSION SHALL BE 24 INCHES . THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION
SHALL BE 20 INCHES AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE
FLOOR. WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT.
2. ALL WINDOW ASSEMBLIES TO HAVE MINIMUM STC 31
3. EQUAL LIGHTS ON ALL WINDOWS
4. GLAZING WILL TYPICALLY BE LOW IRON GLASS WITH A LOW-E COATING ON SURFACE #2 WITH THE
LOWEST REFLECTIVITY AND LEAST TINT TO ACHIEVE THE REQUIRED PERFORMANCE BY
APPLICABLE ENERGY CODES
5. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK, WHEN THE DOOR IS IN A CLOSED POSITION,
SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY -RESISTANT MATERIAL. THIS
PROVISION SHALL NOT APPLY TO VIEWPORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR
GREATEST DIMENSION
6. OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. SUCH DEVICES
SHALL BE GLIDE BARS, BOLTS, CROSSBARS, ETC
7. SLIDING WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING
PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR
PARTIALLY OPEN POSITION
8. PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 60" BUT LESS THAN 48"
SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY RESISTANT MATERIAL.
TYPE A1
CASEMENT
TYPE B1, B6
CASEMENT
TYPE B2
FIXED
TYPE B3
FIXED
TYPE B4
CASEMENT
TYPE C
FIXED
TYPE B5
CASEMENT
TYPE D
CASEMENT
TYPE E
SE
E
E
L
E
V
H
E
I
G
H
T
HE
I
G
H
T
SE
E
E
L
E
V
HE
I
G
H
T
SE
E
E
L
E
V
HE
I
G
H
T
SE
E
E
L
E
V
HE
I
G
H
T
SE
E
E
L
E
V
HE
I
G
H
T
SE
E
E
L
E
V
HE
I
G
H
T
SE
E
E
L
E
V
SE
E
E
L
E
V
HE
I
G
H
T
WIDTH
WIDTH WIDTH
WIDTH
WIDTH
WIDTH WIDTH WIDTH WIDTH
LE
N
G
T
H
WOOD CASING
INTERIOR FINISH PER
SCHEDULE
ALUMINUM CLAD
WOOD WINDOW
CONT. CAULK &
BACKER ROD
INTERIOR
EXTERIOR
3 1/2"
1
1
/
2
"
EXTERIOR
PLASTER
METAL J -
MOULD
TUCK WATERPROOF
MEMBRANE UNDER
FLANGE
SHEATHING PER
STRUCT.
CONT. CAULK & BACKER
ROD AT ALL EDGES
ALUMINUM CLAD WOOD
WINDOW
WOOD
INTERIOR SILL
TRIM SILL. MITER AND
RETURN TO SHEATHING,
SEE JAMB DETAIL
EXTERIOR PLASTER
METAL J -MOULD
INTERIOR EXTERIOR
TUCK WATERPROOF
MEMBRANE UNDER
FLANGE
INTERIOR FINISH
PER SCHEDULE
5
1
/
2
"
WINDOW PER SCHEDULE
EXTERIOR
INTERIOR FINISH
PER SCHEDULE
TRIM, MITER AND
RETURN TO SHEATHING,
SEE JAMB DETAIL
HEADER PER STRUCT.
WOOD CASING
BLOCKING AND
SHIM AS
REQUIRED
EXTERIOR PLASTER
WOOD TRIM, 3/8"X3/4",
1/2 ROUND, RETURN
TO SHEATHING, SEE
JAMB DETAIL
3
1
/
2
"
INTERIOR
1 1/2"
METAL J -MOULD
SHEATHING PER STRUCT.
LAP WATERPROOF
MEMBRANE OVER FLANGE
CLASS A ROOFING
UNDERLAYMENT OVER
PLYWOOD SHEATHING
EXTERIOR PLASTER
SYSTEM OVER
WATERPROOFING
MEMBRANE
PAINTED METAL GUTTER
PLYWOOD SHEATHING
PER STRUCT.
ROOF TILE
ENCLOSURE STRIP
2X10 FRAMING PER
STRUCT.
CONT. CAULK & BACKER
ROD
PER
ROOF
PLAN
12
2X FRAMING
PER STRUCT.
R-21 BATT
INSULATION
1/2" MIN.
EAVE VENT, WHERE
OCCURS
2X8 JOIST FRAMING
PER STRUCT.
1' - 6"
5/8" TYPE "X"
GWB
R-38 BATT
INSULATION
T.O. PLATE
INTERIOR FINISHES
PER SCHEDULE
24 GA. GALVANIZED SHEET
METAL FLASHING W/ DRIP
EDGE
1X12 WOOD FASCIA BOARD
11
1
/
4
"
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A0.200
WINDOW SCHEDULE & TYPES
WINDOW TYPES
WINDOW & GLAZING NOTES
Mark Type Mark Width Height Manufacturer Model Finish Head Detail Jamb Sill Detail Remarks
1 C 1' - 3" 1' - 3" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
2 C 1' - 3" 1' - 3" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
3 C 1' - 3" 1' - 3" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
4 B6 2' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
5 B6 2' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
6 B4 3' - 0" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
7 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
8 B3 1' - 6" 5' - 4" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
9 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
10 B1 2' - 6" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
11 B2 7' - 0" 7' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
12 B1 2' - 6" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
13 D 4' - 9" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
14 D 4' - 9" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
15 D 4' - 9" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
16 B4 3' - 0" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
17 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
18 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
19 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
20 A1 4' - 0" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
21 B4 3' - 0" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
22 B1 2' - 6" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
23 B2 7' - 0" 7' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
24 B1 2' - 6" 5' - 0" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
25 B4 3' - 0" 1' - 6" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
26 B5 2' - 0" 3' - 9" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
27 B5 2' - 0" 3' - 9" ANDERSEN E-SERIES AL/PT TEMPERED GLAZING
28 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
29 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
30 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
31 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
32 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
33 E 1' - 10 1/2" 3' - 9" VELUX VSS AL/PT VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E GLAZING AND EDL STEP FLASHING AT SINGLE
SKYLIGHTS
WINDOW SCHEDULE
SCALE: 3" = 1'-0"
WINDOW JAMB AT EXTERIOR PLASTER 1
SCALE: 3" = 1'-0"
WINDOW SILL AT EXTERIOR PLASTER 2
SCALE: 3" = 1'-0"
WINDOW HEAD AT EXTERIOR PLASTER 3
SCALE: 3" = 1'-0"
ROOF - TILE - EAVE DETAIL 5
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 47
DW
DW
REF. REF.
REF.
1. REFER TO SHEET G SERIES DRAWINGS FOR ABBREVIATIONS &
OTHER GRAPHIC SYMBOLS, & ADDITIONAL FLOOR PLAN NOTES.
2. REFER TO A5 SHEET SERIES FOR TYPICAL PARTITION TYPE
DETAILS.
3. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR, OR
REPLACE SAID DOOR IF NOT ABLE TO REFINISH.
4. ALL INTERIOR PARTITIONS SHALL BE TAPED SMOOTH AND
SANDED TO RECEIVE PAINT OR WALL COVERING.
5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE
LOCATED WITHIN 4" OF ADJOINING PARTITIONS.
6. REMOVE ALL NAILS, PINS, ETC., AND PATCH AND REPAIR ALL
EXISTING HOLES IN GYPSUM BOARD PARTITIONS AS REQUIRED.
PREP TO RECEIVE NEW SPECIFIED FINISHES.
7. PATCH AND REPAIR ANY DAMAGE TO EXISTING PARTITIONS,
PREP FOR NEW FINISHES AS REQUIRED.
8. REPAIR BASE OF WALL AS REQUIRED FOR SMOOTH
INSTALLATION OF WALL BASE.
9. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND
DOORS ON FLOOR WITH CHALK FOR REVIEW BY ARCHITECT
PRIOR TO INSTALLATION.. REVIEW WILL BE FOR DESIGN INTENT.
CONTRACTOR SHALL COORDINATE AND VERIFY ALL
CONDITIONS TO ENSURE PROPER FIT.
10. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR
DIMENSIONING, VERIFY EXACT LOCATIONS IN FIELD.
11. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE
EDGE OF JAMB, U.O.N.
12. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL
PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR
AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION
PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION
PLAN BY ARCHITECT SUPERSEDES OTHER PLANS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL
PROVIDE ALL BLOCKING, BACKING AND BRACING IN WALLS AS
REQUIRED TO SUPPORT ALL WALL MOUNTED FIXTURES, ETC.
14. USE 5/8" TYPE 'X' GYP. BD. THROUGHOUT.
15. ALL GLASS SHALL BE TEMPERED.
16. NEW INTERIOR DOOR AND FRAMES SHALL BE FACTORY
FINISHED. EXISTING REUSED DOORS AND FRAMES SHALL BE
REFINISHED TO LIKE NEW.
17. CONTRACTOR TO VERIFY ALL WALL THICKNESSES AND
COORDINATE WITH DOOR FRAMES.
18. GLAZING IN DOORS AND GLAZING WITHIN 24" OF DOOR SHALL
BE SAFETY GLAZING.
19. EGRESS DOOR SHALL BE READILY OPENABLE FROM THE
EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT, PER CBC 1008.1.9.
20. GYP BOARD AT GARAGE CEILINGS SHALL BE 5/8" TYPE "X" (FIRE
RATED) AND FASTENED WITH 1 7/8" 6d NAILS OR SCREWS AT 6"
ON CENTER.
21. GYP BOARD AT CEILING APPLICATIONS WITH FRAMING AT 24" ON
CENTER SHALL BE 5/8" THICK OR 1/2" SAG RESISTANT GYP.
BOARD.
22. UNDER NO CIRCUMSTANCES IS THE USE OF WATER RESISTANT
GYP. BD. "GREEN BOARD" AS BACKING FOR TILE OR WALL
PANELS IN ANY POTENTIALLY 'WET' AREA TO BE USED.
23. USE ONLY "FIBEROCK BRAND AQUA -TOUGH INTERIOR PANELS"
RATED FOR MOISTURE & MOLD RESISTANCE. SHOWER STALLS
SHALL BE FINISHED WITH A HARD, NON -ABSORBENT MATERIAL
TO A HEIGHT OF 70" ABOVE DRAIN INLET.
24. CONTRACTOR TO PROVIDE NON -ABSORBENT SURFACES FOR A
MINIMUM HEIGHT OF 6 FEET ABOVE THE FINISHED FLOOR.
________ ________ 8
A3.100
1
3
A2.100
2
A2.101 1
A2.100
1
A2.101 2
3
A2.200
2
A2.202
________ ________ 5
A3.102
________ ________ 12
A3.105
A2.110 7
5
A2.201
________ ________ 5
A3.104
2
A2.200
1
A2.200
1 0 0 S F
12
3
W O K K I T C H E N
54 SF
122
PANTRY
52 SF
130
POWDER RM
46 SF
121
BREAKFAST
NOOK
321 SF
120
KITCHEN
350 SF
114
FAMILY ROOM
2 2 S F
15
1
W I N E C L O S E T
________ ________ 6
A3.105
188 SF
112
DINING ROOM
143 SF
100
ENTRY FOYER
346 SF
110
LIBRARY
129 SF
141
STUDY
15
0
H A L L C L O S .
72 SF
132
BATH 2
212 SF
142
BEDROOM 2
117 SF
103
MUD ROOM
77 SF
131
BATH #1
155 SF
102
HALL
76 SF
135
LAUNDRY RM
223 SF
143
BEDROOM 3
SAUNA WC
607 SF
104
EXISTING
3-CAR GARAGE
107 SF
101
ENTRY HALL
ENTRY
3
A2.202
4
A2.201
1
A2.202
A3.105
483 SF
144
MASTER
BEDROOM
168 SF
134
MASTER BATH
155 SF
152
MASTER
CLOS.1
157 SF
164
MASTER CLOS.
2
39 SF
133
BATH #3
226 SF
113
ENTERTAINING
281 SF
111
LIVING ROOM
A2.110 8
4
1152' - 4"
ABSOLUTE ELEVATION
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
21' - 0" 13' - 7" 5' - 11" 8' - 9" 6' - 1" 23' - 8"
22
1
1
1
3
3
3
3
3
3
3
3
3
3
4
4
4 4
4
4
19
'
-
9
"
12
'
-
5
"
12
'
-
7
"
19
'
-
9
"
A2.102 2
A2.102 4
A2.102
3
A4
A4
1A
6
A4
A4
1A
6
A4 A4
A4
1A
6
A4 A4
1A
6
A4 1A6
A4
A4
A 4
1A
6
1A
6
1A
6
1A
6
A4
A4
A4
A4
A4
A4
A4
A4 A4
A4
C01
A0
1
L03
B0
3
B0
1
B0
2
L0
6
H0
1
Q0
1
EX
I
S
T
0
1
L1
0
E0
1
F0
1
M01
G0
1
A2.102
1
A2.110 3
A2.110
6
A2.110 5
A2.110 9
A2.110
1
A2.110 2
4.5
4.5
SETTING OUT
GRIDLINE
SETTING OUT
GRIDLINE
79' - 1"
64
'
-
6
"
D0
1
L0
4
L0
5
L08
L07
L01
L02
L09
N0
1
N0
2
L11
P0
1
P0
2
98
10
11
12
16
17
18
19
20
21
25
23
24
22
26
27
4
5
6
7
GL
A
S
GL
A
S
GL
A
S
CA
S
0
6
CA
S
0
5
CA
S
0
4
CA
S
0
3
CAS02
CAS01
CA
S
0
7
CA
S
0
8
165 SF
115
OUTDOOR
LOUNGE
5
16' - 2 3/4" 10' - 0" 33' - 11" 24' - 2 3/4"
54' - 4 1/2" 30' - 0"
1' - 11" 2' - 9 1/2" 4' - 0 1/2" 4' - 3 1/4" EQ EQ EQ EQ 3' - 5 1/2" 3' - 2 1/4" 5' - 0" 5' - 5" 4' - 11 1/2" 6' - 10 1/4"
23
'
-
1
1
1
/
2
"
49
'
-
1
1
/
4
"
2'
-
0
"
42
'
-
0
"
24
'
-
1
1
3
/
4
"
4'
-
1
"
17
'
-
6
"
2
'
-
6
1
/
2
"
2
'
-
4
"
4
'
-
8
3
/
4
"
2
'
-
4
1
/
4
"
7
'
-
2
3
/
4
"
6'
-
7
1
/
2
"
6'
-
2
"
2'
-
6
3
/
4
"
3'
-
0
1
/
4
"
54' - 4 1/2" 34' - 0"
4' - 10 1/2" 21' - 0" 1' - 9 3/4" 12' - 4" 14' - 4 1/2" 30' - 0"
1' - 10 1/2" 6' - 2 3/4" 9' - 0" 5' - 3 1/2" EQ EQ 9' - 10 1/4" 6' - 4 1/4"
4'
-
0
"
71
'
-
0
3
/
4
"
26
'
-
5
3
/
4
"
10
'
-
1
3
/
4
"
34
'
-
5
1
/
4
"
5'
-
6
1
/
4
"
1
0
'
-
1
1
1
/
4
"
7
'
-
7
1
/
4
"
EQ
E
Q
9'
-
7
1
/
2
"
10
'
-
2
3
/
4
"
6'
-
0
1
/
2
"
2'
-
1
0
1
/
2
"
2'
-
8
"
EQ EQ
EQ EQ
2' - 6 3/4"
2' - 1"
4' - 4 1/4" 10' - 6" 1' - 6"
6'
-
1
0
1
/
2
"
4'
-
1
1
1
/
2
"
2'
-
3
1
/
2
"
1
3
/
4
"
4'
-
1
1
3
/
4
"
5"
7'
-
1
3
/
4
"
2'
-
4
1
/
2
"
5'
-
3
3
/
4
"
3'
-
9
1
/
4
"
4' - 6 1/4" 4' - 6 3/4"
11
'
-
0
1
/
2
"
1
'
-
2
"
7
'
-
2
1
/
4
"
4'
-
1
1
1
/
4
"
2'
-
1
"
3"
2'
-
7
1
/
4
"
4'
-
6
1
/
2
"
5'
-
1
0
3
/
4
"
6'
-
1
0
"
6'
-
6
1
/
4
"
EQ EQ
6' - 0 3/4"
1' - 11 3/4"
2' - 0 3/4"
5' - 0"
5' - 10 1/4" 5' - 9"
10' - 11"
10' - 2 1/2"
8' - 9"
1A6
A4
CAS09
SIM
X
REVISION REFERENCE
DESCRIPTION OF SIMILAR OR
OPPOSITE
LOCATION ON ROW WHERE
SHOWN
AREA TO BE DETAILED
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
DIRECTION OF ELEVATION
1
AX.XX
AX.XX.X
X
ALIGN
KEY NOTE
DOOR NUMBER (WITH SCHEDULE)
ALIGN WITH ESTABLISHED
SURFACES
XXXXXX
XX
SECTION SYMBOL AX.XX
X
*REFER TO GENERAL SHEETS FOR ADDITIONAL
GRAPHIC SYMBOLS
NEW PARTITION
EXISTING PARTITION
ELEVATION DATUM POINT
REFERENCE TO PARTITION TYPE XXXX
AREA OF NEW WORK
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A1.100
GROUND FLOOR - CONSTRUCTION PLAN
KEYNOTES
SHEET NOTES
GRAPHIC LEGEND
1 PROVIDE BACKING FOR FUTURE T.V. MONITOR.
2 NEW HBG PERMACAST TAPERED PLAIN COLUMN WITH POLY
TUSCAN BASE AND CAP
3 PROVIDE BACKING FOR UPPER CABINETS, TYP.
4 VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E
GLAZING AND EDL STEP FLASHING AT SINGLE SKYLIGHTS,
REFER TO DETAIL
SCALE: 1/4" = 1'-0"
GROUND FLOOR - CONSTRUCTION PLAN1
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 1/08/19 ISSUE FOR PLANCHECK #2 MS
2 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 48
A2.100
2
A2.101 1
A2.100
1
A2.101 2
3
A2.200
2
A2.202
5
A2.201
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
2
A2.200
1
A2.200
15' - 9" 15' - 9"
15' - 0"
15' - 0"
15' - 9" 15' - 9"
3
A2.202
3"
/
1
'
-
0
"
3" / 1'-0"
25.00%
3" / 1'-0"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3"
/
1
'
-
0
"
3" / 1'-0"
3"
/
1
'
-
0
"
4
A2.201
1
A2.202
3" / 1'-0"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0" 3" / 1'-0"
3" / 1'-0" 3" / 1'-0"
3"
/
1
'
-
0
"
17' - 10 1/2"
15' - 0" 15' - 0"
12' - 3"
11' - 0"
11' - 0"
11' - 0" 11' - 0" 11' - 0"
12' - 3"
12' - 3"
11' - 0" 11' - 0"
14' - 5 1/4"
14' - 5 1/4"
19' - 6 1/2" 19' - 6 1/2"
17' - 10 1/2"
14' - 6 1/2"
13' - 8"
14' - 6 1/2"
13' - 8"
17' - 11 1/4"
17' - 11 1/4"
15' - 2"
15' - 2"
1' - 11" 5' - 6" 1' - 11"
3'
-
9
"
3'
-
9
"
8'
-
1
"
8'
-
3
"
3'
-
9
"
2' - 11" 7' - 5"
3'
-
6
"
1'
-
1
1
"
3' - 9" 6' - 4"
4' - 3"
1' - 11"
3' - 9"
1' - 10"
2' - 4" 3' - 9"
10
'
-
1
"
1'
-
1
1
"
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
19
'
-
9
"
12
'
-
5
"
12
'
-
7
"
19
'
-
9
"
21' - 0" 13' - 7" 5' - 11" 14' - 10" 23' - 8"
4
4
4 4
4
4
A2.102
3
4.5
4.5
SETTING OUT
GRIDLINE
SETTING OUT
GRIDLINE
SETTING OUT
GRIDLINE
64
'
-
6
"
79' - 1"
32 31
28 29
33
30
SIM
X
REVISION REFERENCE
DESCRIPTION OF SIMILAR OR
OPPOSITE
LOCATION ON ROW WHERE
SHOWN
AREA TO BE DETAILED
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
DIRECTION OF ELEVATION
1
AX.XX
AX.XX.X
X
ALIGN
KEY NOTE
DOOR NUMBER (WITH SCHEDULE)
ALIGN WITH ESTABLISHED
SURFACES
XXXXXX
XX
SECTION SYMBOL AX.XX
X
*REFER TO GENERAL SHEETS FOR ADDITIONAL
GRAPHIC SYMBOLS
NEW PARTITION
EXISTING PARTITION
ELEVATION DATUM POINT
REFERENCE TO PARTITION TYPE XXXX
AREA OF NEW WORK
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
As indicated
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A1.101
ROOF - CONSTRUCTION PLAN
SCALE: 1/4" = 1'-0"
ROOF - CONSTRUCTION PLAN1
SHEET NOTES
KEYNOTES
SHEET NOTES
GRAPHIC LEGEND
1 PROVIDE BACKING FOR FUTURE T.V. MONITOR.
2 NEW HBG PERMACAST TAPERED PLAIN COLUMN WITH POLY
TUSCAN BASE AND CAP
3 PROVIDE BACKING FOR UPPER CABINETS, TYP.
4 VELUX SOLAR POWERED FRESH AIR SKYLIGHT, WITH LOW-E
GLAZING AND EDL STEP FLASHING AT SINGLE SKYLIGHTS,
REFER TO DETAIL
1. REFER TO CONSTRUCTION PLAN FOR SHEET NOTES.
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 49
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
3
A2.200
TOP OF ROOF
19' - 6 1/2"
5
A2.201
2
A2.200
1
A2.200
GARAGE LEVEL
-1' - 6"
4
A2.201
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
1'
-
6
"
________ ________ 5
A2.102
1 2 3 4 5 6
01 02 03 04 05 06
07 08
09 10
11 03 12
13 14 15 10 04
2'
-
9
"
8'
-
0
"
4'
-
3
"
8'
-
1
"
9'
-
1
0
"
EQ EQ EQ EQ
8'
-
0
"
EQ EQ EQ EQ
R
5
2
'
-
9
"
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
6'
-
0
"
08
6'
-
0
"
4.5
EQ EQ
6'
-
0
"
08 08 08
B02 B01
A01
B03
H01 Q01
24
321
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
3
A2.200
TOP OF ROOF
19' - 6 1/2"
5
A2.201
2
A2.200
1
A2.200
4
A2.201
8'
-
1
"
2'
-
0
"
4'
-
9
"
4'
-
8
"
123456
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
08 03
6'
-
0
"
08 08
6'
-
0
"
6'
-
0
"
03
01
02
04 05 06 09 04
03
02
10
10
02 10
01
16
10
10 10 02 10 10
4.5
14 13 15
F01
16
17
G01
22
E01
11
9
D01
8
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/4" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A2.100
BUILDING ELEVATIONS - NORTH/SOUTH
SCALE: 1/4" = 1'-0"
NORTH ELEVATION1
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION2
MATERIAL NOTES
01 TERRA COTTA ROOFING
02 EXTERIOR STUCCO PLASTER, FIELD, HARD TROWEL W/
SW 6036 'ANGORA' PAINT FINISH
03 EXTERIOR STUCCO PLASTER, TRIM, HARD TROWEL W/ SW
6035 'GAUZY WHITE' FINISH
04 PAINTED WOOD TRIM, SW 6035 'GAUZY WHITE' FINISH
05 PAINTED METAL GUTTER
06 PAINTED METAL DOWNSPOUT W/ COLLECTOR BOX
07 STONE VENEER - CORONADO STONE TUSCAN VILLA
SERIES, "MONARCH"
08 EXTERIOR WALL MOUNTED SCONCE, HIGH EFFICACY
LIGHT FIXTURE
09 DECK MOUNTED "FRESH AIR" ELECTRIC SKYLIGHT
10 ALUMINUM CLAD WOOD DOOR/WINDOW ASSEMBLY. BOD
ANDERSEN 'E-SERIES'
11 POWDER COATED METAL JULIET BALCONY RAILING
12 CUSTOM WOOD PANEL DOOR WITH GLASS INFILL
13 PAINTED METAL SPARK ARRESTOR
14 2-CAR GARAGE DOOR, WOOD VENEER SPECIES AND
FINISH TO MATCH FRONT ENTRY DOOR. VEHICLE ACCESS
DOORS SHALL BE TESTED IN ACCORDANCE W/ ASTM E
330 OR ANSI/DASMA 108, TYP (R612.4)
15 1-CAR GARAGE DOOR, WOOD VENEER SPECIES AND
FINISH TO MATCH FRONT ENTRY DOOR. VEHICLE ACCESS
DOORS SHALL BE TESTED IN ACCORDANCE W/ ASTM E
330 OR ANSI/DASMA 108, TYP (R612.4)
16 NEW HBG PERMACAST TAPERED PLAIN COLUMN WITH
TUSCAN BASE AND CAP, COLOR MATCH SHERWIN
WILLIAMS SW 6035 'GAUZY WHITE' OR EQUAL
RESIDENCE DESIGN IS MEDITERRANEAN REVIVAL /
ITALIAN RENAISSANCE ARCHITECTURAL STYLE
9/04/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 50
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
19
'
-
6
"
3
A2.202 1
A2.202
E D C B A
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
08 03 03
01 04 05 06 09 04 02
10 10 02 10
2'
-
9
"
13 02
02 03
710
6
C01
5 4
10 10
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
GARAGE LEVEL
-1' - 6"
3
A2.202
1
A2.202
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
1'
-
6
"
EDCBA
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
03
01 04 05 06 09 04
03 02
01
10 10 02 10 02
06
27 26
25 21 23
20 19 18
06
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/4" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A2.101
BUILDING ELEVATIONS - EAST/WEST
SCALE: 1/4" = 1'-0"
EAST ELEVATION1
SCALE: 1/4" = 1'-0"
WEST ELEVATION2
MATERIAL NOTES
GRAPHIC SYMBOLS
01 TERRA COTTA ROOFING
02 EXTERIOR STUCCO PLASTER, FIELD, HARD TROWEL W/
SW 6036 'ANGORA' PAINT FINISH
03 EXTERIOR STUCCO PLASTER, TRIM, HARD TROWEL W/ SW
6035 'GAUZY WHITE' FINISH
04 PAINTED WOOD TRIM, SW 6035 'GAUZY WHITE' FINISH
05 PAINTED METAL GUTTER
06 PAINTED METAL DOWNSPOUT W/ COLLECTOR BOX
07 STONE VENEER - CORONADO STONE TUSCAN VILLA
SERIES, "MONARCH"
08 EXTERIOR WALL MOUNTED SCONCE, HIGH EFFICACY
LIGHT FIXTURE
09 DECK MOUNTED "FRESH AIR" ELECTRIC SKYLIGHT
10 ALUMINUM CLAD WOOD DOOR/WINDOW ASSEMBLY. BOD
ANDERSEN 'E-SERIES'
11 POWDER COATED METAL JULIET BALCONY RAILING
12 CUSTOM WOOD PANEL DOOR WITH GLASS INFILL
13 PAINTED METAL SPARK ARRESTOR
14 2-CAR GARAGE DOOR, WOOD VENEER SPECIES AND
FINISH TO MATCH FRONT ENTRY DOOR. VEHICLE ACCESS
DOORS SHALL BE TESTED IN ACCORDANCE W/ ASTM E
330 OR ANSI/DASMA 108, TYP (R612.4)
15 1-CAR GARAGE DOOR, WOOD VENEER SPECIES AND
FINISH TO MATCH FRONT ENTRY DOOR. VEHICLE ACCESS
DOORS SHALL BE TESTED IN ACCORDANCE W/ ASTM E
330 OR ANSI/DASMA 108, TYP (R612.4)
16 NEW HBG PERMACAST TAPERED PLAIN COLUMN WITH
TUSCAN BASE AND CAP, COLOR MATCH SHERWIN
WILLIAMS SW 6035 'GAUZY WHITE' OR EQUAL
11/12/18 ISSUE FOR PLANCHECK MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 51
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
3
A2.202
LIBRARY DINING ROOM POWDER RM PANTRY WOK KITCHEN
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
1
A2.202
E D C B A
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
9'
-
0
"
9'
-
0
"
2'
-
9
"
10
'
-
0
"
01 01 02 02 02
________ ________ 11
A5.400 TYP
A5.300
305 06
________ ________ 1
A4.100
________ ________ 2
A4.100
[No Slope]
12
13
14
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
3
A2.202
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
KITCHEN BREAKFAST
NOOK DINING ROOM LIBRARY
1
A2.202
E D C B A
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
2'
-
9
"
11
'
-
3
"
8'
-
0
"
8'
-
0
"
9'
-
0
"
01 01 02 02 02
________ ________ 11
A5.400
________ ________ 13
A5.400
TYP
05 06
9'
-
0
"
[No Slope]
12
13
14
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
ENTRY HALL ENTRY FOYER ENTRY FAMILY ROOM
3
A2.202 1
A2.202
ENTERTAINING
E D C B A
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
01 02
________ ________ 11
A5.400
________ ________ 13
A5.400
01
2'
-
9
"
14
'
-
0
"
9'
-
6
"
14
'
-
1
0
"
05 06
10
OPEN
[No Slope]
12
13
14
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/4" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A2.200
BUILDING SECTIONS
SCALE: 1/4" = 1'-0"
NORTH/SOUTH SECTION 01 1
SCALE: 1/4" = 1'-0"
NORTH/SOUTH SECTION 02 2
SCALE: 1/4" = 1'-0"
NORTH/SOUTH SECTION 03 3
08 JACUZZI TUB PER SPEC INSET ON RAISED STONE
PLATFORM
09 OVERHEAD GARAGE DOOR W/ TRACK
10 ELECTRIC OPERABLE SKYLIGHT. COORDINATE POWER
REQUIREMENTS W/ MANUF.
11 NEW INFILL WALL TO MATCH EXISTING ADJACENT WHERE
EXISTING DOOR REMOVED.
12 EXISTING FINISH GRADE LEVEL
13 AREA OF NEW COMPACTED SOIL FILL FOR LEVEL GRADING
AT REAR YARD
14 NEW GARDEN WALL, STUCCO COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
01 EXISTING SLAB/WALL TO REMAIN
02 NEW SLAB ON GRADE. SEE SLAB EDGE PLAN AND
STRUCTURAL DRAWINGS
03 NEW EXTERIOR COLORED CONCRETE SLAB ON GRADE.
SEE FINISH SCHEDULE FOR COLOR INFORMATION
04 NEW CONCRETE RETAINING WALL BY OTHERS
05 FIELD OF BRICK PAVERS, SEE FINISH SCHEDULE FOR ADD'L
INFORMATION
06 FLUSH CONCRETE CURB WITH INTEGRAL COLOR, 12" WIDE.
SEE FINISH SCHEDULE
07 CUSTOM SAUNA BY OTHERS. GC TO COORDINATE MEP
REQ'S FOR INSTALLATION
SHEET NOTES
9/04/18 ISSUE FOR DBCEA RESUBMISSION MS
11/12/18 ISSUE FOR PLANCHECK MS
1 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
8.1.b
Packet Pg. 52
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
TOP OF ROOF
19' - 6 1/2"
2
A2.202
GARAGE LEVEL
-1' - 6"
3
A2.202 1
A2.202
BEDROOM 3
HALL
BEDROOM 2
E D C B A
4'
-
8
"
4'
-
9
"
2'
-
0
"
8'
-
1
"
1'
-
6
"
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
4'
-
6
"
3'
-
0
"
R
1
'
-
1
"
01 02 02 03 04 04 05 06 06
GROUND FLOOR
0' - 0"
(E) T.O. PLATE
8' - 1"
2
A2.202
GARAGE LEVEL
-1' - 6"
3
A2.202
EXISTING 3-CAR
GARAGE
1
A2.202
MASTER
BEDROOM
MASTER
BEDROOM MASTER BATH MASTER BATH SAUNA
4'
-
9
"
2'
-
0
"
8'
-
1
"
1'
-
6
"
E D C B A
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
01 01 02 05 06 06 07 08 09
2'
-
9
"
10
'
-
0
"
3'
-
0
"
7'
-
0
"
11
'
-
6
"
6'
-
0
"
GROUND FLOOR
0' - 0"
A
8'
-
4
"
SURFACE
INCLINE = <10%
1152' - 4"
1144' - 0"
EXISTING SLOPE
NEW SLOPE
TOE OF SLOPE
3'
-
9
1
/
2
"
PROVIDED
4' - 5"
1150' - 2"
1147' - 9 1/2"
HE
I
G
H
T
(
H
)
DISTANCE REQ'D.
H/3 = 1'-4" MIN.
GROUND FLOOR
0' - 0"
A
1152' - 4"
9'
-
0
"
SURFACE
INCLINE = <10%
1152' - 4"
EXISTING SLOPE
NEW SLOPE
TOE OF SLOPE
1143' - 4"
1151' - 7"
HE
I
G
H
T
(
H
)
PROVIDED
6' - 9 3/4"
DISTANCE REQ'D
H/3 = 3'-0" MIN.
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/4" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A2.201
BUILDING SECTIONS
SCALE: 1/4" = 1'-0"
NORTH/SOUTH SECTION 04 4
SCALE: 1/4" = 1'-0"
NORTH/SOUTH SECTION 05 5
08 JACUZZI TUB PER SPEC INSET ON RAISED STONE
PLATFORM
09 OVERHEAD GARAGE DOOR W/ TRACK
10 ELECTRIC OPERABLE SKYLIGHT. COORDINATE POWER
REQUIREMENTS W/ MANUF.
11 NEW INFILL WALL TO MATCH EXISTING ADJACENT WHERE
EXISTING DOOR REMOVED.
12 EXISTING FINISH GRADE LEVEL
13 AREA OF NEW COMPACTED SOIL FILL FOR LEVEL GRADING
AT REAR YARD
14 NEW GARDEN WALL, STUCCO COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
01 EXISTING SLAB/WALL TO REMAIN
02 NEW SLAB ON GRADE. SEE SLAB EDGE PLAN AND
STRUCTURAL DRAWINGS
03 NEW EXTERIOR COLORED CONCRETE SLAB ON GRADE.
SEE FINISH SCHEDULE FOR COLOR INFORMATION
04 NEW CONCRETE RETAINING WALL BY OTHERS
05 FIELD OF BRICK PAVERS, SEE FINISH SCHEDULE FOR ADD'L
INFORMATION
06 FLUSH CONCRETE CURB WITH INTEGRAL COLOR, 12" WIDE.
SEE FINISH SCHEDULE
07 CUSTOM SAUNA BY OTHERS. GC TO COORDINATE MEP
REQ'S FOR INSTALLATION
SHEET NOTES
SCALE: 1/4" = 1'-0"
FRONT YARD SECTION A 6 SCALE: 1/4" = 1'-0"
FRONT YARD SECTION B 7
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
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GROUND FLOOR
0' - 0"
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3
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1
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-1' - 6"
4
A2.201
LIBRARY ENTRY FOYER
BEDROOM 2
EXISTING 3-CAR
GARAGE
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1 2 3 4 5 6
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PANTRY
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BEDROOM
1 2 3 4 5 6
(N) T.O. PLATE
10' - 1"
T.O.P. HIGH ROOF
14' - 10"
4.5
183 Palatine Drive
Alhambra, California 91801
Telephone +1 909.910.1192
salvato design studios
Project Number
Scale
Description
Project Name
Seal / Signature
Check Date By Issue Description
1/4" = 1'-0"
SINGLE FAMILY RESIDENCE
THE COUNTRY ESTATES
DIAMOND BAR, CA 91765
23440 RIDGE LINE RD.
23440 RIDGE LINE RD.
05.9794.000
A2.202
BUILDING SECTIONS
SCALE: 1/4" = 1'-0"
EAST/WEST SECTION 1 1
SCALE: 1/4" = 1'-0"
EAST/WEST SECTION 01 2
SCALE: 1/4" = 1'-0"
EAST/WEST SECTION 03 3
08 JACUZZI TUB PER SPEC INSET ON RAISED STONE
PLATFORM
09 OVERHEAD GARAGE DOOR W/ TRACK
10 ELECTRIC OPERABLE SKYLIGHT. COORDINATE POWER
REQUIREMENTS W/ MANUF.
11 NEW INFILL WALL TO MATCH EXISTING ADJACENT WHERE
EXISTING DOOR REMOVED.
12 EXISTING FINISH GRADE LEVEL
13 AREA OF NEW COMPACTED SOIL FILL FOR LEVEL GRADING
AT REAR YARD
14 NEW GARDEN WALL, STUCCO COATED TO MATCH HOME,
PRECISION CONCRETE BLOCK
01 EXISTING SLAB/WALL TO REMAIN
02 NEW SLAB ON GRADE. SEE SLAB EDGE PLAN AND
STRUCTURAL DRAWINGS
03 NEW EXTERIOR COLORED CONCRETE SLAB ON GRADE.
SEE FINISH SCHEDULE FOR COLOR INFORMATION
04 NEW CONCRETE RETAINING WALL BY OTHERS
05 FIELD OF BRICK PAVERS, SEE FINISH SCHEDULE FOR ADD'L
INFORMATION
06 FLUSH CONCRETE CURB WITH INTEGRAL COLOR, 12" WIDE.
SEE FINISH SCHEDULE
07 CUSTOM SAUNA BY OTHERS. GC TO COORDINATE MEP
REQ'S FOR INSTALLATION
SHEET NOTES
7/20/18 ISSUE FOR DBCEA REVIEW MS
11/12/18 ISSUE FOR PLANCHECK MS
1 2/15/19 ISSUE FOR PLANCHECK #3 MS
3/29/19 ISSUE FOR DEVELOPMENT REVIEW MS
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8'
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PLANNING COMMISSION
AGENDA REPORT
AGENDA ITEM NUMBER: 8.2
MEETING DATE: April 9, 2019
CASE/FILE NUMBER: Development Review Planning Case No.
PL2018-186
PROJECT LOCATION:
22528 and 22532 Lazy Meadow Lane
GENERAL PLAN DESIGNATION: Rural Residential (RR)
ZONING DISTRICT: Rural Residential (RR)
PROPERTY OWNER:
Timbertop Holdings, LLC
150 E. Colorado Blvd., #302B
Pasadena, CA 91105
APPLICANT:
Edwin Agabao
556 N. Diamond Bar Blvd. #305
Diamond Bar, CA 91765
SUMMARY:
The applicant is requesting approval of a Development Review (DR) application for two
new single-family homes on two separate lots:
Residence 1 – A 10,932 square-foot single-family residence with a 1,928 square-foot
garage, 2,691 square feet of porch/balcony/storage areas and 1,427 square feet of
accessory structures at 22528 Lazy Meadow Drive; and
Residence 2 – An 8,302 square-foot dwelling with a 2,105 square-foot garage, 2,730
square feet of porch/balcony/storage areas, and a 400 square -foot accessory
structure at 22532 Lazy Meadow Drive.
RECOMMENDATION:
CITY OF DIAMOND BAR ~ 21810 COPLEY DRIVE ~ DIAMOND BAR, CA 91765 ~ TEL. (909) 839-7030 ~ FAX (909) 861-3117
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Development Review Planning Case No. PL2018-186
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Adopt the attached Resolutions (Attachments A and D) approving Development Review
No. PL2018-186, based on the findings of Diamond Bar Municipal Code (DBMC)
Section 22.48, subject to conditions.
BACKGROUND:
The project site is located within The Diamond Bar Country Estates (“The Country”), a
gated residential community served by private streets. The subject property is located
on the south side of Lazy Meadow Drive, between Alamo Heights Drive and Blaze Trail,
and is surrounded by single-family homes. There is also a homeowners association
(HOA) recreation facility and administrative offices immediately to the north. Originally,
the two subject properties were part of a larger parcel associated with 22702 Timbertop
Lane, which is the site of the historic “California Bicentennial Home.” A parcel map was
recorded on February 22, 2019, to subdivide the original 4.2-acre property into three
residential lots, resulting in the creation of two new parcels. The Bicentennial Home
and an accessory structure occupy the parcel at the top of the slope, and the two new
parcels are located downslope with frontage along Lazy Meadow Drive . 22528 Lazy
Meadow Drive has two protected trees on site but none are proposed for removal.
22532 Lazy Meadow Drive does not have any protected trees on site.
The proposed project was approved by the Diamond Bar Country Estates Architectural
Committee on September 5, 2018.
The properties are legally described as parcels 2 and 3 of Parcel Map No. 72035.
Site and Surrounding General Plan, Zoning and Land Uses
The image on the following page highlights the subject properties:
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Aerial View
View along Lazy Meadow Dr. Looking West View from Lazy Meadow Dr. Looking South
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Adjacent Property to the West
The following table summarizes the land use status of the subject property and its
surroundings:
General Plan Designation Zoning
District Land Use
Site Rural Residential RR Undeveloped
North Open Space RR HOA Recreation Facility and
Offices
South Rural Residential RR Single-Family Residential
East Rural Residential RR Single-Family Residential
West Rural Residential RR Single-Family Residential
PROJECT DESCRIPTION:
Residence 1 (22528 Lazy Meadow Drive)
Site Plan
As stated, the property’s gross lot area is 65,326 square feet (1.5 gross acres), which
includes a 32-foot wide private street easement for Lazy Meadow Drive. The property is
a rectangular shaped lot and the prope rty’s net buildable area (i.e., minus the private
street easement) is 60,384 square feet (1.38 acres). The property is a hillside property
and is located on an ascending slope that starts from the private street easement to the
rear property line. There are two protected trees on site but none are proposed for
removal.
The proposed house is situated toward the front of the lot, 37 feet from the edge of the
private street easement line on Lazy Meadow Drive and approximately 261 feet from
the rear property line. The front elevation—including the entrance to the proposed
Adjacent Property to the East
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house—faces Lazy Meadow Drive. A circular driveway in the front yard and a driveway
that leads to the garage are proposed. The six-car garage faces the west side property
and is located at the side of the house. A pool, pool house, cabana with fireplace, and
retaining walls are also proposed.
Grading Plan
The applicant is proposing to cut 5,267 cubic yards of soil and fill 513 cubic yards of soil
throughout the property to construct the building pad at the front of the property.
Therefore, 4,754 cubic yards will be exported from the site. Standard dump truck
capacities range from 10 to 15 cubic yards, so the proposed amoun t of export would
require approximately 317 to 475 total truck trips.
The applicant is proposing two retaining walls with a maximum exposed height of six
feet located at the rear of the property to support a cut above the natural grade to create
the buildable pad for the house and rear yard improvements. All exposed portions of
retaining walls will be stuccoed to match the house or cladded with decorative block,
and will not be visible from the street.
Architecture
The architectural style is Italian Renaissance. Exterior finishes include stone veneer
and neutral-toned, smooth stucco. Features proposed to emphasize the Italian
Renaissance design vocabulary include a rectangular, symmetrical building with an
arched entrance with decorative wrought iron front doors, arched and rectangular
windows, concrete balusters, a porch with arches and columns at the front of the house,
and a low-pitched hipped roof with mission tiles.
The proposed three-level house’s floor plan is comprised of the following components:
Basement Floor – Six-car garage, wine cellar, storage areas, and a laundry
room;
Rendering of the Front Elevation for 22528 Lazy Meadow Drive
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First Floor – Common areas (foyer, family room, living room, theater, library,
kitchen, wok kitchen, nook, and dining room), office, two guest bedrooms with
own bathrooms, two powder rooms, pantry, and front porch;
Second Floor – Master suite with a retreat area, bathroom and two walk-in
closets, four bedrooms with bathrooms, computer room, exercise room, and
balcony areas;
735 square feet of patio, balcony and porch areas throughout the two levels of
the residence; and
An elevator providing access to all levels.
The floor area distribution is summarized below:
The height of the building is 29’-10” feet, measured from the finished grade to the
highest point of the roofline.
Landscape Plan
There are 10 trees that exist at the rear of the property. Of the 10 trees, there are two
trees that are classified as protected: one coast live oak and one black walnut trees
which will remain. The applicant is proposing to remove one Canary Island pine tree
(an unprotected tree species) to construct retaining walls due to its encroachment onto
the tree’s drip line; all other existing trees will be protected in place . A condition of
approval is included to require five-foot high chain link fencing to be installed to keep
construction activity, equipment and materials at least five feet outside of the driplines of
all existing trees. Also, a condition of approval requiring site verification prior to grading
activity has been added to ensure compliance with this requirement.
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The applicant is proposing a variety of new trees to be planted throughout the property,
including: three 36-inch box ginkgo trees, three 24-inch box crape myrtle trees, four
Engelmann oak trees, eight Brisbane box trees, and four date palm trees with 15 feet in
trunk height, located in the rear and side yards. Additionally, various 5-gallon and
1-gallon shrubs that have a variety of color, texture, and form are proposed throughout
the front, side and rear yards. Overall, landscaping consist of drought tolerant and non -
invasive species to minimize irrigation and reduce the area of turf. The project is
required to comply with the City’s Water Efficient Landscaping Ordinance, and
compliance will be verified during building plan check and final inspections.
Residence 2 (22532 Lazy Meadow Drive)
Site Plan
The property’s gross lot area is 53,580 square feet (1.23 gross acres), which includes a
64-foot wide private street easement for Lazy Meadow Drive. The property is an
irregular shaped lot and the property’s net buildable area (i.e., minus the private street
easement) is 44,195 square feet (1.01 acres). The property is a hillside property and is
located on an ascending slope that starts from the priva te street easement to the rear
property line. The ascending slope also slopes eastward. The property does not have
any protected trees on site.
The proposed house is situated toward the front of the lot, 32’-6” from the edge of the
private street easement line on Lazy Meadow Drive and approximately 145 feet from
the rear property line. The front elevation—including the entrance to the proposed
house—faces Lazy Meadow Drive. A circular driveway in the front yard and a driveway
that leads to the garage are proposed. The six-car garage faces the west side property
and is located at the side of the house. A pool, cabana with fireplace, and retaining
walls are also proposed.
Grading Plan
The applicant is proposing to cut 12,365 cubic yards of soil and fi ll 170 cubic yards of
soil throughout the property to construct the building pad at the front of the property.
Therefore, 12,195 cubic yards will be exported from the site. Standard dump truck
capacities range from 10 to 15 cubic yards, so the proposed a mount of export would
require approximately 813 to 1,220 total truck trips.
The applicant is proposing four tiered retaining walls with a maximum exposed height of
six feet located at the rear and east side of the property to support a cut above the
natural grade to create the buildable pad for the house and rear yard improvements. All
exposed portions of retaining walls will be stuccoed to match the house or clad ded with
decorative block, and will not be visible from the street.
Architecture
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The architectural style is also Italian Renaissance. Exterior finishes include stone
veneer and neutral-toned, smooth stucco. Features proposed to emphasize the Italian
Renaissance design vocabulary include a square, symmetrical building with decorative
wrought iron front doors and railings, vertically elongated rectangular windows, a porch
with arches and columns at the front of the house, and a low-pitched hipped roof with
mission tiles.
The proposed three-level house’s floor plan is comprised of the following components:
Basement Floor – Six-car garage, wine cellar, storage areas, and a laundry
room;
Ground Floor – Common areas (foyer, family room, living room, media, kitchen,
wok kitchen, nook, bar, and dining room), study, one bedroom with its own
bathroom, two powder rooms, pantry, and front porch;
Second Floor – Master suite with a retreat area, bathroom and walk-in closet,
four bedrooms with bathrooms and walk-in closets, laundry room, and balcony
areas;
504 square feet of patio, balcony and porch areas throughout the two levels of
the residence; and
An elevator providing access to all levels.
The floor area distribution is summarized on the following page:
Rendering of the Front Elevation for 22532 Lazy Meadow Drive
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The height of the building is 31’-8”, measured from the finished grade to the highest
point of the roofline.
Landscape Plan
There are three Canary Island pine trees that exist at the rear of the property. These
trees are not classified as protected trees. The applicant is proposing to remove two of
the trees to construct the rear yard improvements. A condition of approval is included to
require five-foot high chain link fencing to be installed to keep construction activity,
equipment and materials at least five feet outside of the driplines of the existing tree. A
condition of approval requiring site verification prior to grading activity has been added
to ensure compliance with this requirement.
The applicant is proposing a variety of trees to be planted throughout the property,
including: four 36-inch box ginkgo trees, two 24-inch box crape myrtle trees, four
Engelmann oak trees, five Brisbane box trees, and four date palm trees with 15 feet in
trunk height, proposed throughout the front, side and rear yards. Additionally, v arious
5-gallon and 1-gallon shrubs that have a variety of color, texture, and form are proposed
throughout the property. Overall, landscaping consist of drought tolerant and
non-invasive species to minimize irrigation and reduce the area of turf. The project is
required to comply with the City’s Water Efficient Landscaping Ordinance, and
compliance will be verified during building plan check and final inspections.
The subject property is located within the Los Angeles County Fire Department “High
Fire Hazard Severity Zone.” Therefore, the proposed landscaping must comply with the
Fire Department’s Fuel Modification Plan requirements. The landscape plans will be
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submitted for review and approval by the Fire Department during building plan check for
both properties.
ANALYSIS:
Review Authority
The proposed project requires a land use approval through the Development Review
process. The analysis that follows provides the basis for staff’s recommendation to
approve the Development Review application.
Development Review (DBMC Chapter 22.48)
New construction of single-family homes require Planning Commission approval of a
Development Review application. Development Review approval is required to ensure
compliance with the City’s General Plan policies, development standards, and design
guidelines, and to minimize adverse effects of the proposed project upon the
surrounding properties and the City in general.
As stated in Section 22.48.010 of the Development Code, the Development Review
process was established to ensure that new development and additions to exi sting
development are consistent with the General Plan “through the promotion of high
functional and aesthetic standards to complement and add to the economic, physical,
and social character” of Diamond Bar.
Development Standards: The following table compares the proposed project with the
City’s development standards for residential development in the RR zone:
Development
Feature
Residential
Development
Standards
Proposed
(22528 Lazy
Meadow Dr)
Proposed
(22528 Lazy
Meadow Dr)
Meets
Requirements
Front Setback 30 feet 37 feet 32’-6” Yes
Side Setbacks
15 feet on the street
side, 10 feet on one side
40’-3” west side
19’-8” east side
33’-4” west side
34’-9” east side Yes
Side Yard Minimum
Between Adjoining
Structures
25 feet 42’-5” west side
52’-6” east side
53’ west side
63’-9” east side Yes
Rear Setback 25 feet 261’-9” 149’-5” Yes
Lot Coverage Maximum of 30% 12% 10% Yes
Max. Bldg. Height 35 feet 29’-10” 31’-8” Yes
Parking 2-car garage 6-car garage 6-car garage Yes
Retaining Wall
Height
6-foot exposed
(supporting cut)
6-foot exposed
(supporting cut)
6-foot exposed
(supporting cut) Yes
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Compliance with Hillside Management Ordinance (DBMC Section 22.22)
The proposed project was reviewed for compliance with the City’s Hillside Management
Design Guidelines and regulations. The project complies with all of the regulations and
guidelines to ensure that development will complement the character and topography of
hillside areas set forth in the Development Code, and incorporates the following
features:
All proposed retaining walls supporting a cut above the natural grade to create
the buildable pad are at a maximum exposed height of six feet;
Retaining wall heights will be visually mitigated with proposed landscaping and
all exposed portions of retaining walls will be stuccoed to match the house or
clad with decorative block;
From the street view, the basement level is not visible and the building has an
appearance of a two-story structure; and
Earth tone building materials and color schemes are used that blend in with the
natural landscape.
The project complies with all of the regulations and guidelines to ensure that
development will complement the character and topography of hillside areas set forth in
the Development Code.
Compatibility with Neighborhood
The proposed homes complies with the goals and objectives as set forth in the adopted
General Plan and designed to be compatible with the existing homes in the
neighborhood. The new house will not be intrusive to neighboring homes since the
proposed house will not block existing views from adjacent properties. The adjacent
homes to the east and west have views to the north. The home across the street has
views to the north. The existing house to the south has views to the north and west and
is located on a higher pad than the proposed homes.
Both homes are comparable in mass and scale to existing homes on similar lots in The
Country. The architecture in The Country is eclectic, and includes a variety of
architectural designs. The scale and proportions of the proposed home are well
balanced and appropriate for the site. In sum, both homes fit the character of the
neighborhood on which it is proposed.
The new single-family residences will conform to all development standards,
including building height and setbacks, which is consistent with other homes in
The Country;
A gradual transition between the project and adjacent uses is achieved through
appropriate setbacks, building height, landscaping, and window and door
placement;
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The proposed new single-family residences are appropriate in mass and scale to
the site;
Elevations are treated with detailed architectural elements;
Proper screening for ground and roof -mounted equipment is architecturally
compatible with the dwelling in terms of materials, color, shape, and size and
blends in with the proposed building design;
The exterior finish materials and colors blend with the natural environment; and
Effective landscape design should serve the dual purpose of intrinsically
enhancing a project setting, as well as integrating the landscaping into the overall
architectural design. Staff finds the proposed plant palette to be diverse, and the
plant selections are compatible with Southern California native landscapes.
ENVIRONMENTAL REVIEW:
As stated, Parcel Map No. 72035 subdivided the original 4.2-acre property into three
residential lots. During the review of the Tentative Parcel Map, the project was reviewed
for compliance with the California Environmental Quality Act (CEQA). Staff prepared
and filed an Initial Study and the City Council adopted a Mitigated Negative Declaration.
Assembly Bill 52 requires local jurisdictions to notify local Native American tribes of
projects subject to CEQA. In response to the notice sent for the tentative parce l map,
the Gabrieleño Band of Mission Indians (Kizh Nation), informed the City that the project
area lies in an area where their ancestral territories villages adjoined and overlapped.
Due to the project location and the high sensitivity of the area locat ion, the tribe had
requested a certified Native American Monitor to be on site during any and all ground
disturbances (including but not limited to pavement removal, post holing, auguring,
boring, grading, excavation and trenching) to protect any cultural resources which may
be affected during construction or development. This mitigation measure was included
in the Mitigation Program. Since the DR process reviews the development of the site
which includes grading, this mitigation measure was included as a condition of approval
in the draft resolutions for this project.
Because the proposed development of single -family residences on the two parcels was
evaluated in the Negative Declaration, no further environmental review under CEQA is
required.
ADDITIONAL REVIEW
The Public Works Department and Building and Safety Division reviewed this project,
and their comments are included in the attached resolutions as conditions of approval.
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NOTICE OF PUBLIC HEARING:
On March 27, 2019, public hearing notices were mailed to property owners within a
1,000-foot radius of the project site. On March 29, 2019, the notice was published in
the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice
display board was posted at the site, and a copy of the notice was posted at the City's
three designated community posting sites.
Public Comments Received
No comments have been received as of the publication date of this report.
PREPARED BY:
REVIEWED BY:
Attachments:
A. Draft Resolution No. 2019-XX and Standard Conditions of Approval (22528 Lazy
Meadow Dr.)
B. 22528 Lazy Meadow - Site Plan, Floor Plans, Elevations, Landscape Plans, and
Conceptual Grading Plans
C. 22528 Lazy Meadow - Color and Material Board
D. Draft Resolution No. 2019-XX and Standard Conditions of Approval (22532 Lazy
Meadow Dr.)
E. 22532 Lazy Meadow - Site Plan, Floor Plans, Elevations, Landscape Plans, and
Conceptual Grading Plans
F. 22532 Lazy Meadow - Color and Material Board
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PLANNING COMMISSION
RESOLUTION NO. 2019-XX
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND
BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2018-186 TO
CONSTRUCT A NEW 10,932 SQUARE-FOOT SINGLE-FAMILY RESIDENCE WITH
A 1,928 SQUARE-FOOT GARAGE, 2,691 SQUARE FEET OF
PORCH/BALCONY/STORAGE AREAS AND 1,427 SQUARE FEET OF
ACCESSORY STRUCTURES ON A 65,326 SQUARE-FOOT (1.5 GROSS ACRE)
LOT LOCATED AT 22528 LAZY MEADOW LANE, DIAMOND BAR, CA 91765
(PARCEL 2 OF PARCEL MAP NO. 72035).
A. RECITALS
1. The property owner, Timbertop Holdings, LLC, and applicant, Edwin Agabao,
have filed an application for Development Review No. PL2018-186 for the
construction of a new 10,932 square-foot single-family residence with a 1,928
square-foot garage, 2,691 square feet of porch/balcony/storage areas and 1,427
square feet of accessory structures located at 22528 Lazy Meadow Lane,
Diamond Bar, County of Los Angeles, Californ ia. Hereinafter in this Resolution,
the subject Development Review shall be referred to as the "Proposed Project."
2. The subject property consists of one parcel totaling 65,326 square feet (1.5 gross
acres). It is located in the Rural Residential (RR) zone with an underlying General
Plan land use designation of Rural Residential.
3. The property is legally described as parcel 2 of Parcel Map No. 72035.
4. On March 29, 2019, public hearing notices were mailed to property owners within
a 1,000-foot radius of the Project site. On March 29, 2019, notification of the
public hearing for this project was published in the San Gabriel Valley Tribune
and the Inland Valley Daily Bulletin newspapers. Also, public notices were posted
at the project site and the City’s three designated community posting sites.
5. On April 9, 2019, the Planning Commission of the City of Diamond Bar conducted
a duly noticed public hearing, solicited testimony from all interested individuals,
and concluded said hearing on that date.
B. RESOLUTION
NOW, THEREFORE, it is found, determined and resolved by the Planning Commission
of the City of Diamond Bar as follows:
1. The Planning Commission hereby specifically finds that all of the facts set forth
in the Recitals, Part A, of this Resolution are true and correct; and
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2. The Planning Commission hereby determines the Project to be Categorically
Exempt from the provisions of the California Environmental Quality Act (CEQA)
pursuant to the provisions of Article 19, Section 15303(a) (new construction of up
to three single-family residences) of the CEQA Guidelines. Therefore, no further
environmental review is required.
C. FINDINGS OF FACT
Based on the findings and conclusions set forth herein and as prescribed under
Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby
finds as follows:
Development Review Findings (DBMC Section 22.48.040)
1. The design and layout of the proposed development is consistent with the
applicable elements of the City's General Plan, City Design Guidelines, and
development standards of the applicable district, design guidelines, and
architectural criteria for special areas (e.g., theme areas, specific plans,
community plans, boulevards or planned developments):
The design and layout of the proposed single-family residence consisting of a
10,932 square-foot single-family residence with a 1,928 square-foot garage,
2,691 square feet of porch/balcony/storage areas is consistent with the City’s
General Plan, Design Guidelines and development standards. A gradual
transition between the project and adjacent uses is achieved through appropriate
setbacks, building height, landscaping, and window and door placement.
The proposed new single-family residence incorporates various Italian
Renaissance architectural elements such as low-pitched hipped roofs with
mission tiles, decorative wrought iron doors, arched rectangular windows,
concrete balusters, an arched porch with columns, stone veneer and smooth
exterior finishes; and appropriate massing and proportion to meet the intent of
the City’s Design Guidelines.
The project site is not part of any theme area, specific plan, community plan,
boulevard or planned development.
2. The design and layout of the proposed development will not interfere with the use
and enjoyment of neighboring existing or future development s, and will not create
traffic or pedestrian hazards;
The proposed single-family home will not interfere with the use and enjoyment of
neighboring existing or future developments because the use of the project site
is designed for single-family homes and the surrounding uses are also single-
family homes.
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The proposed single-family home will not interfere with vehicular or pedestrian
movements, such as access or other functional requirements of a single-family
home because it complies with the requirements for driveway widths and exceeds
the minimum number of required off-street parking spaces.
3. The architectural design of the proposed development is compatible with the
character of the surrounding neighborhood and will maintain and enhance the
harmonious, orderly and attractive development contemplated by Chapter 22.48:
Development Review Standards, the City’s Design Guidelines, the City's General
Plan, or any applicable specific plan;
The proposed home is comparable in mass and scale to existing homes on
similar lots in The Country. The architecture in The Country is eclectic, and
includes a variety of architectural designs. In addition, from the street view, the
basement level is not visible and the buildings have an appearance of a two-story
structure. The scale and proportions of the proposed home is well balanced and
appropriate for the site. In sum, the proposed home fits the character of the
neighborhood on which it is proposed.
4. The design of the proposed development will provide a desirable environment for
its occupants and visiting public as well as its neighbors through good aesthetic
use of materials, texture, color, and will remain aesthetically appealing;
The architectural style of the home is Italian Renaissance with elements such as
low-pitched hipped roofs with mission tiles, decorative wrought iron doors, arched
rectangular windows, concrete balusters, and arched porch with columns. The
new home will not be intrusive to neighboring homes and will be aesthetically
appealing by integrating a variety of materials, such as smooth neutral-toned
stucco, pre-cast concrete sand finish, stone veneer, wrought iron detailing, and
aluminum clad windows. Earth-tone shades for the exterior finish are used to
soften the building’s visual impact and assist in preserving the hillside’s aesthetic
value. Also, landscaping is integrated into the site to complement the massing
of the home and blend in with neighboring residences and the natural
environment of the site in order to maintain a desirable environment. The scale
and proportions of the proposed home is well balanced and appropriate for the
site.
5. The proposed development will not be detrimental to public h ealth, safety or
welfare or materially injurious (e.g., negative effect on property values or
resale(s) of property) to the properties or improvements in the vicinity.
Before the issuance of any City permits, the proposed project is required to
comply with all conditions within the approved resolution, and the Building and
Safety Division and Public Works Departments requirements.
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Through the permit and inspection process, the referenced agencies will ensure
that the proposed project is not detrimental to the public health, safety or welfare
or materially injurious to the properties or improvements in the vicinity.
6. The proposed project has been reviewed in compliance with the provisions of the
California Environmental Quality Act (CEQA).
The proposed project is categorically exempt from the provisions of the California
Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303(a)
(new construction of up to three single -family residences) of the CEQA
Guidelines.
Based upon the findings and conclusion set forth above, the Planning Commission hereby
approves this Application, subject to the following conditions:
1. Development shall substantially comply with the plans and documents presented
to the Planning Commission at the public hearing.
2. Prior to building permit issuance, the required landscape plan shall be designed
to meet the requirements of the Los Angeles County Fire Department’s Fuel
Modification Plan Guidelines in terms of plant selection, placement and
maintenance. The final landscape and fuel modification plans shall be submitted
to the Los Angeles Fire Department for review and approval.
3. Prior to building permit issuance, a Certification of Design, together with
landscape and irrigation plans prepared by a licensed landscape arch itect, shall
be submitted to the Planning Division for review and approval by the City’s
Consulting Landscape Architect. Landscape and irrigation plans shall comply
with the updated Water Efficient Landscaping Ordinance.
4. Prior to the issuance of a demolition, grading or building permit, the protected
trees shall be barricaded by chain link fencing with a minimum height of five feet,
or by another protective barrier approved by the Community Development
Director or designee. Chain link fencing shall be supported by vertical posts at a
maximum of ten-foot intervals to keep the fencing upright and in place. Barriers
shall be placed at least five (5) feet from the drip line of the trees. A sign posted
on the fencing which states “Warning: Tree Protection Zone” and stating the
requirements of all workers in the protection zone. Throughout the course of
construction, the tree protection fencing shall be maintained and the site shall be
maintained and cleaned at all times. No construction staging or disposal of
construction materials or byproducts, including but not limited to paint, plaster, or
chemical solutions is allowed in the tree protection zone. The fencing plan shall
be shown on the grading plan and other applicable construction documents and
the Applicant, Owner or construction manager shall contact the Planning Division
to conduct a site visit prior to commencement of any work to ensure this condition
is met.
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5. If protective measures fail to ensure the survival of any protected tree during
construction activity or within three years after approval of final inspection, a
minimum of three 24-inch box protected species shall be planted on the property
for each protected tree that dies.
6. A certified Native American Monitor shall be on site during any and all ground
disturbances (including but not limited to pavement removal, post holing,
auguring, boring, grading, excavation and trenching) to protect any cultural
resources which may be effected during construction or development. The
Applicant, Owner or construction manager shall coordinate with the Gabrieleno
Band of Mission Indians (Kizh Nation) and the Planning Division to ensure this
condition is met.
7. Standard Conditions. The applicant shall comply with the standard development
conditions attached hereto.
The Planning Commission shall:
a. Certify to the adoption of this Resolution; and
b. Forthwith transmit a certified copy of this Resolution, by certified mail to
the property owner, Timbertop Holdings, LLC, 150 E. Colorado Blvd.,
#302B, Pasadena, CA 91105; and applicant, Edwin Agabao, 556 N.
Diamond Bar Blvd. Suite 305, Diamond Bar, CA 91765.
APPROVED AND ADOPTED THIS 9TH DAY OF APRIL 2019, BY THE PLANNING
COMMISSION OF THE CITY OF DIAMOND BAR.
By: ______________________________________
, Chairperson
I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing
Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning
Commission held on the 9th day of April, 2019, by the following vote:
AYES: Commissioners:
NOES: Commissioners:
ABSENT: Commissioners:
ABSTAIN: Commissioners:
ATTEST: ______________________________________
Greg Gubman, Secretary
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COMMUNITY DEVELOPMENT DEPARTMENT
STANDARD CONDITIONS
USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND
REMODELED STRUCTURES
PROJECT #: Development Review No. PL 2018-186
SUBJECT: To construct a new 10,932 square-foot single-family residence with a
1,928 square-foot garage, 2,691 square feet of porch/balcony/storage
areas and 1,427 square feet of accessory structures
PROPERTY Timbertop Holdings, LLC
OWNER: 150 E. Colorado Blvd., #302B
Pasadena, CA 91105
APPLICANT: Edwin Agabao
556 N. Diamond Bar Blvd. Suite 305
Diamond Bar, CA 91765
LOCATION: 22528 Lazy Meadow Lane, Diamond Bar, CA 91765
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR
COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL REQUIREMENTS
1. The applicant shall defend, indemnify, and hold harmless the City, and its
officers, agents and employees, from any claim, action, or proceeding to
attack, set-aside, void or annul, the approval of Development Review
No. PL2018-186 brought within the time period provided by Government
Code Section 66499.37. In the event the city and/or its officers, agents
and employees are made a party of any such action:
(a) Applicant shall provide a defense to the City defendants or at the
City's option reimburse the City its costs of defense, including
reasonable attorneys’ fees, incurred in defense of such claims.
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(b) Applicant shall promptly pay any final judgment rendered against
the City defendants. The City shall promptly notify the applicant of
any claim, action of proceeding, and shall cooperate fully in the
defense thereof.
2. This approval shall not be effective for any purpose until the applicant and
owner of the property involved have filed, within twenty-one (21) days of
approval of this Development Review No. PL2018-186, at the City of
Diamond Bar Community Development Department, their affidavit stating
that they are aware of and agree to accept all the conditions of this
approval. Further, this approval shall not be effective until the applicants
pay remaining City processing fees, school fees and fees for the review of
submitted reports.
3. All designers, architects, engineers, and contractors associated with this
project shall obtain a Diamond Bar Business License; and a zoning
approval for those businesses located in Diamond Bar.
4. Signed copies of Planning Commission Resolution No. 2019-XX and
Standard Conditions shall be included on the plans (full size). The
sheet(s) are for information only to all parties involved in the
construction/grading activities and are not required to be wet
sealed/stamped by a licensed Engineer/Architect.
5. Prior to the plan check, revised site plans and building elevations
incorporating all Conditions of Approval shall be submitted for Planning
Division review and approval.
6. Prior to any use of the project site or business activity being commenced
thereon, all conditions of approval shall be completed.
7. The project site shall be maintained and operated in full compliance with
the conditions of approval and all laws, or other applicable regulations.
8. Approval of this request shall not waive compliance with all sections of the
Development Code, all other applicable City Ordinances, and any
applicable Specific Plan in effect at the time of building permit issuance.
9. All site, grading, landscape/irrigation, and roof plans, and elevation plans
shall be coordinated for consistency prior to issuance of City permits (such
as grading, tree removal, encroachment, building, etc.,) or approved use
has commenced, whichever comes first.
10. The hours during which construction activities causing the operation of any
tools or equipment used in construction, drilling, repair, alteration, or
demolition work are limited to Monday through Saturday, between the
hours of 7:00 a.m. and 7:00 p.m., and are not allowed at any time on
Sundays or holidays.
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11. The property owner/applicant shall remove the public hearing notice board
within three days of this project's approval.
12. The applicant shall comply with the requirements of City Planning, Building
and Safety Divisions, Public Works Department, and the Fire Department.
13. Prior to issuance of building permits, the applicant shall record, and
provide the City with a conformed recorded copy of, a Covenant and
Agreement or similar document in a form approved by the City Attorney,
which restricts the rental of rooms or other portions of the property under
two or more separate agreements and prohibits use of the property as a
boarding or rooming house, except to the extent otherwise permitted by
the Diamond Bar Municipal Code or applicable state or federal law.
B. FEES/DEPOSITS
1. Applicant shall pay development fees (including but not limited to
Planning, Building and Safety Divisions, Public Works Department and
Mitigation Monitoring) at the established rates, prior to issuance of building
or grading permit (whichever comes first), as required by the City. School
fees as required shall be paid prior to the issuance of building permit. In
addition, the applicant shall pay all remaining prorated City project review
and processing fees prior to issuance of grading or building permit,
whichever comes first.
2. Prior to any plan check, all deposit accounts for the processing of this
project shall have no deficits.
C. TIME LIMITS
1. The approval of Development Review No. PL2018-186 expires within two
years from the date of approval if the use has not been exercised as def ined
per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In
accordance with DBMC Section 22.66.050(c), the applicant may request, in
writing, a one-year time extension for Planning Commission consideration.
Such a request must be submitted to the Planning Division prior to the
expiration date and be accompanied by the review fee in accordance with the
fee schedule in effect at the time of submittal.
D. SITE DEVELOPMENT
1. This approval is to construct a new 10,932 square-foot single-family
residence with a 1,928 square-foot garage, 2,691 square feet of
porch/balcony/storage areas and 1,427 square feet of accessory
structures located at 22528 Lazy Meadow Lane, as described in the staff
report and depicted on the approved plans on file with the Planning
Division, subject to the conditions listed below.
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2. The construction documents submitted for plan check shall be in
substantial compliance with the architectural plans approved by the
Planning Commission, as modified pursuant to the conditions below. If
the plan check submittal is not in substantial compliance with the approved
Development Review submittal, the plans may require further staff review
and re-notification of the surrounding property owners, which may delay
the project and entail additional fees.
3. To ensure compliance with the provisions of the Planning Commission
approval, a final inspection is required from the Planning Division when
work for any phase of the project has been completed. The applicant shall
inform the Planning Division and schedule an appointment for such an
inspection.
4. The above conditions shall run with the land and shall be binding upon all
future owners, operators, or successors thereto of the property. Non -
compliance with any condition of approval or mitigation measure imposed
as a condition of the approval shall constitute a violation of the City’s
Development Code. Violations may be enforced in accordance with the
provisions of the Development Code.
5. Failure to comply with any of the conditions set forth above or as
subsequently amended in writing by the City, may result in failure to obtain
a building final and/or a certificate of occupancy until full compliance is
reached. The City’s requirement for full compliance may require minor
corrections and/or complete demolition of a non-compliant improvement,
regardless of costs incurred where the project does not comply with design
requirements and approvals that the applicant agr eed to when permits
were pulled to construct the project.
6. The project site shall be developed and maintained in substantial
conformance with the approved plans submitted to, approved, and
amended herein by the Planning Commission, on file with the Planni ng
Division, the conditions contained herein, and the Development Code
regulations.
7. All ground-mounted utility appurtenances such as transformers, air
conditioning condensers, etc., shall be located out of public view and
adequately screened through the use of a combination of concrete or
masonry walls, berms, and/or landscaping to the satisfaction of the
Planning Division.
8. All roof-mounted equipment shall be screened from public view.
9. All structures, including walls, trash enclosures, canopies, etc., shall be
maintained in a structurally sound, safe manner wit h a clean, orderly
appearance. All graffiti shall be removed within 72 hours by the property
owners/occupant.
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10. All landscaping, structures, architectural features and public
improvements damaged during construction shall be repaired or replaced
upon project completion.
E. SOLID WASTE
1. The site shall be maintained in a condition, which is free of debris both
during and after the construction, addition, or implementation of the
entitlement approved herein. The removal of all trash, debris, and refuse,
whether during or subsequent to construction shall be done only by the
property owner, applicant or by a duly permitted waste contractor, who has
been authorized by the City to provide collection, transportation, and
disposal of solid waste from residential, commercial, construction, and
industrial areas within the City. It shall be the applicant's obligation to
insure that the waste contractor used has obtained permits from the City
of Diamond Bar to provide such services.
2. Mandatory solid waste disposal services shall be provided by the City
franchised waste hauler to all parcels/lots or uses affected by approval of
this project.
II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT,
(909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL
1. An Erosion Control Plan shall be submitted concurrently with the grading
plan clearly detailing erosion control measures. These measures shall be
implemented during construction. The erosion control plan shall conform
to national Pollutant Discharge Elim ination System (NPDES) standards
and incorporate the appropriate Best Management Practices (BMP’s) as
specified in the Storm Water BMP Certification. For construction activity
which disturbs one acre or greater soil a Storm Water Pollution Prevention
Plan (SWPPP) will be needed.
2. A new single-family hillside home development project shall include
mitigation measures to:
(i) Conserve natural areas;
(ii) Protect slopes and channels;
(iii) Provide storm drain system stenciling and signage;
(iv) Divert roof runoff to vegetated areas before discharge unless the
diversion would result in slope instability; and
(v) Direct surface flow to vegetated areas before discharge, unless the
diversion would result in slope instability.
3. Grading and construction activities and the transportation of equipment
and materials and operation of heavy grading equipment shall be limited
to between the hours of 7:00 a.m. and 5:00 p.m., Monday through
Saturday. Dust generated by grading and construction activities shall be
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reduced by watering the soil prior to and during the activities and in
accordance with South Coast Air Quality Management District Rule 402
and Rule 403. Reclaimed water shall be used whenever possible.
Additionally, all construction equipment shall be properly muffled to reduce
noise levels.
B. SOILS REPORT/GRADING/RETAINING WALLS
1. A geotechnical report prepared by a Geotechnical Engineer, licensed by
the State of California, shall be submitted by the applicant for approval by
the City.
2. The applicant shall submit drainage and grading plans prepared by a Civil
Engineer, licensed by the State of California, prepared in accordance with
the City’s requirements for the City’s review and approval. A list of
requirements for grading plan check is available from the Public Works
Department. All grading (cut and fill) calculations shall be submitted to the
City concurrently with the grading plan.
3. Finished slopes shall conform to City Code Section 22.22.080-Grading.
4. All easements shall be clearly identified on the grading plan.
5. The grading plan shall show the location of any retaining walls and the
elevations of the top of wall/footing/retaining and the finished grade on
both sides of the retaining wall. Construction details for retaining walls
shall be shown on the grading plan. Calculations and details of retaining
walls shall be submitted to the Building and Safety Division for review and
approval.
6. All equipment staging areas shall be located on the project site. Staging
area, including material stockpile and equipment storage area, shall be
enclosed within a 6 foot-high chain link fence. All access points in the
defense shall be locked whenever the construction site is not supervised.
7. Grading of the subject property shall be in accordance with the California
Building Code, City Grading Ordinance, Hillside Management Ordinance
and acceptable grading practices.
8. The maximum grade of driveways ser ving building pad areas shall be 15
percent. Driveways with a slope of 15 percent shall incorporate grooves
for traction into the construction as required by the City Engineer.
9. All slopes shall be seeded per landscape plan and/or fuel modification plan
with native grasses or planted with ground cover, shrubs, and trees for
erosion control upon completion of grading or some other alternative
method of erosion control shall be completed to the satisfaction of the City
Engineer and a permanent irrigation system shall be installed.
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10. A pre-construction meeting shall be held at the project site with the grading
contractor, applicant, and city grading inspector at least 48 hours prior to
commencing grading operations.
11. Rough grade certifications by project soils and civil engineers and the as-
graded geotechnical report shall be submitted for review and approval
prior to issuance of building permits for the foundation of the residential
structure. Retaining wall permits may be issued without a rough grade
certificate.
12. Final grade certifications by project soils and civil engineers shall be
submitted to the Public Works Department prior to the issuance of any
project final inspections/certificate of occupancy respectively.
C. DRAINAGE
1. Detailed drainage system information of the lot with careful attention to
any flood hazard area shall be submitted. All drainage/runoff from the
development shall be conveyed from the site to the natural drainage
course. No on-site drainage shall be conveyed to adjacent parcels, unless
that is the natural drainage course.
2. Prior to the issuance of a grading permit, a complete hydrology and
hydraulic study shall be prepared by a Civil Engineer registered in the
State of California to the satisfaction of the City Engineer and Los Angeles
Public Works Department.
D. UTILITIES
1. Applicant shall relocate and underground any existing on-site utilities to
the satisfaction of the City Engineer and the respective utility owner.
2. Underground utilities shall not be constructed within the drip line of any
mature tree except as approved by a registered arborist.
E. SEWERS/SEPTIC TANK
1. Applicant shall obtain connection permit(s) from the City and County
Sanitation District prior to issuance of building permits.
2. Applicant, at applicant’s sole cost and expense, shall construct the sewer
system in accordance with the City, Los Angeles County Public Works
Division. Sewer plans shall be submitted for review and approval by the
City.
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III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION,
(909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
General Conditions:
1. At the time of plan check submittal, plans and construction shall conform to
current State and Local Building Code (i.e. 2016 California Building Code series
will apply) requirements and all other applicable construction codes, ordinances
and regulations in effect.
2. Provisions for CAL Green shall be implemented onto plans and certification shall
be provided by a third party as required by the Building Division. Specific water,
waste, low VOC, and related conservation measures shall be shown on plans.
Construction shall conform to the current CAL Green Code.
3. Basements shall not be used for any habitable space. The entire basement is
non-habitable.
Plan Check – Items to be addressed prior to plan approval:
4. The minimum design load for wind in this area is 110 M.P.H. exposures “C” and
the site is within seismic zone D or E. The applicant shall submit drawings and
calculations prepared by a California State licensed Architect/Engineer with wet
stamp and signature.
5. This project shall comply with the energy conservation requirements of the State
of California Energy Commission. All lighting shall be high efficacy or equivalent
per the current California Energy Code 119 and 150(k).
6. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per
California Energy Code 150(o).
7. Public Works/Engineering Department is required to review and approve grading
plans that clearly show all finish elevations, drainage, and retaining wall(s)
locations. These plans shall be consistent with the site plan submitted to the
Building & Safety Division.
8. “Separate permits are required for pool, spa, BBQ area, detached trellises and
gazebos, fountains, and retaining walls” and shall be noted on plans.
9. There shall be design for future electrical vehicle charging including circuitry in
the electrical panel and future conduit.
10. All balconies shall be designed for 1.5 times the live load for the area served per
CBC Table 1607.1 (emergency regulations).
11. All easements shall be shown on the site plan.
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12. Fire Department approval shall be required. Contact the Fire Department to
check the fire zone for the location of your property. If this project is located in
High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC
Chapter 7A.
a. All unenclosed under-floor areas shall be constructed as exterior wall.
b. All openings into the attic, floor and/or other enclosed areas shall be covered
with corrosion-resistant wire mesh not less than 1/4 inch or more than 1/2 inch
in any dimension except where such openings are equipped with sash or
door.
c. Eaves shall be protected.
d. Exterior construction shall be one-hour or non-combustible.
e. Fuel modification plans shall be approved through LA County Fire Fuel
Modification Unit.
f. LA County Fire shall approve plans for fire flow availability due to home being
over 3600 sf as required per CFC Appendix B105.1.
13. All retaining walls shall be separately submitted to the Building & Safety and
Public Works/Engineering Departments for review and approval.
14. A soils report is required per CBC 1803 and all recommendations of the soils
report shall be adhered to.
15. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1
and California Residential Code R403.1.7. Foundations shall provide a minimum
distance to daylight.
16. Light and ventilation shall comply with CBC 1203 and 1205.
17. Design for future electric vehicle charging and solar ready roof shall be provided.
Permit – Items required prior to building permit issuance:
18. Solid waste management of construction material shall incorporate recycling
material collection per Diamond Bar Municipal Code 8.16 of Title 8. The
contractor shall complete all required forms and pay applicable deposits prior to
permit.
19. Prior to building permit issuance, all school district fees shall be paid. Please
obtain a form from the Building and Safety Division to take directly to the school
district.
20. Submit grading plans clearly showing all finish elevations, drainage, and retaining
wall locations. No building permits shall be issued prior to submitting a pad
certification.
21. Connection to the sewer main requires LA County Sanitation District fees paid
and approval.
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22. AQMD notification is required at least 10 days prior to any demolition. Proof of
notification is required at permit issuance.
23. All workers on the job shall be covered by workman’s compensation insurance
under a licensed general contractor. Any changes to the contractor shall be
updated on the building permit.
24. The basement retaining wall must be separated from the house plans and
separately permitted in order to certify the building pad before permit issuance of
the house structure.
Construction – Conditions required during construction:
25. Fire sprinklers are required for new single family dwellings (CRC R313.2).
Sprinklers shall be approved by LA County Fire Department prior to installation
and shall be inspected at framing stage and finalization of construction.
26. Occupancy of the facilities shall not commence until all California Bu ilding Code
and State Fire Marshal regulations have been met. The buildings shall be
inspected for compliance prior to occupancy.
27. Every permit issued by the building official under the provisions of this Code shall
expire and become null and void unless the work authorized by such permit is
commenced within one-hundred-eighty (180) days after permit issuance, and if a
successful inspection has not been obtained from the building official within one-
hundred-eighty (180) days from the date of permit issuance or the last successful
inspection. A successful inspection shall mean a documented passed inspection
by the city building inspector as outlined in Section 110.6.
28. All structures and property shall be maintained in a safe and clean manner during
construction. The property shall be free of debris, trash, and weeds.
29. All equipment staging areas shall be maintained in an orderly manner and
screened behind a minimum 6’ high fence.
30. A height and setback survey may be required at completion of framing and
foundations construction phases respectively.
31. The project shall be protected by a construction fence to the satisfaction of the
Building Official, and shall comply with the NPDES & BMP requirements (sand
bags, etc.). All fencing shall be view obstructing with opaque surfaces.
32. The location of property lines and building pad may require a survey to be
determined by the building inspection during foundation and/or frame inspection.
33. The applicant shall contact Dig Alert and have underground utility locations
marked by the utility companies prior to any excavation. Contact Dig Alert by
dialing 811 or their website at www.digalert.org.
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34. The applicant shall first request and secure approval from the City for any
changes or deviations from approved plans prior to proceeding with any work in
accordance with such changes or deviations.
35. All glazing in hazardous locations shall be labeled as safety glass. The labeling
shall be visible for inspection.
36. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide
detectors are required in halls leading to sleeping rooms.
37. Drainage patterns shall match the approved grading/drainage plan from the
Public Works/Engineering Department. Surface water shall drain away from the
building at a 2% minimum slope. The final as-built conditions shall match the
grading/drainage plan or otherwise approved as-built grading/drainage plan.
38. Decks, roofs, and other flat surfaces shall slope at least 1/4”/ft with approved and
listed water proofing material. Guardrails shall be provided for these surfaces at
least 42” minimum in height, 4” maximum spacing between rails, and capable of
resisting at least 20 pounds per lineal foot of lateral load.
39. Bodies of water that are greater than 18” in depth shall have the required barriers
to prevent unintentional access per CBC 3904.4. Double gates are not allowed
as a pool barrier.
40. Special inspections and structural observation will be required in conformance
with CBC 1704 to 1709.
END
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A. PLANNING DIVISION (909) 839-7033:1. PURSUANT TO CITY COUNCIL RESOLUTION NO. 2017-08 FOR PARCELMAP NO. 72035, THE CONSTRUCTION OF THE SINGLE-FAMILYRESIDENCES ON PARCEL 2 AND 3 SHALL NOT OCCUR SIMULTANEOUSLY.2. PURSUANT TO ENVIRONMENTAL MITIGATION REQUIRED FOR PARCELMAP NO. 72035, PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THEAPPLICANT SHALL CONTACT THE GABRIELENO BAND OF MISSIONINDIANS (KIZH NATION) TRIBE FOR COORDINATION OF A CERTIFIEDNATIVE AMERICAN MONITOR TO BE ON SITE DURING ANY AND ALLGROUND DISTURBANCES (INCLUDING BUT NOT LIMITED TOPAVEMENTREMOVAL, POST HOLING, AUGURING, BORING, GRADING,EXCAVATION AND TRENCHING) TO PROTECT ANY CULTURALRESOURCES WHICH MAY BE EFFECTED DURING CONSTRUCTION ORDEVELOPMENT.3. A RECORDED COVENANT AND AGREEMENT TO MAINTAIN THERESIDENCE AS A SINGLE-FAMILY RESIDENCE WILL BE REQUIRED AS ACONDITION OF APPROVAL. ATTACHED IS A TEMPLATE FOR REFERENCEONLY. A COPY TO BE SIGNED, NOTARIZED AND RECORDED WILL BEPROVIDED AT THE TIME OF BUILDING PLAN CHECK .4. A RECORDED COVENANT AND AGREEMENT WHICH RESTRICTS THEBASEMENT LEVEL TO BE CONVERTED INTO LIVABLE SPACE WILL BEREQUIRED AS A CONDITION OF APPROVAL. ATTACHED IS A TEMPLATEFOR REFERENCE ONLY. A COPY TO BE SIGNED, NOTARIZED ANDRECORDED WILL BE PROVIDED AT THE TIME OF BUILDING PLAN CHECK.5. ALL ROOF- OR GROUND-MOUNTED MECHANICAL EQUIPMENT (E.G., AIRCONDITIONING, HEATING,_ VENTILATION DUCTS AND EXHAUST, WATERHEATERS, ETC.), WASTE AND STORAGE AREAS, AND UTILITY SERVICESSHALL BE SCREENED FROM PUBLIC VIEW FROM ABUTTING PUBLICSTREETS AND RIGHTS-OF-WAY, AND ABUTTING AREA(S) ZONED FORRESIDENTIAL OR OPEN SPACE USES, INCLUDING VIEWS FROM ABOVETHE SUBJECT PROJECT. THE METHOD OF SCREENING SHALL BEARCHITECTURALLY COMPATIBLE WITH OTHER SITE DEVELOPMENT INTERMS OF COLORS, MATERIALS, AND ARCHITECTURAL STYLE SUBJECTTO APPROVAL BY THE DIRECTOR. THE SCREENINGDESIGN/CONSTRUCTION SHALL BLEND WITH THE DESIGN OF THESTRUCTURE(S) AND INCLUDE APPROPRIATELY INSTALLED ANDMAINTAINED LANDSCAPING WHEN ON THE GROUND.B.BUILDING AND SAFETY DIVISION (909) 839 7020:GENERAL CONDITIONS:1. AT THE TIME OF PLAN CHECK SUBMITTAL, PLANS AND CONSTRUCTION SHALLCONFORM TO CURRENT STATE AND LOCAL BUILDING CODE (I.E., 2016CALIFORNIA BUILDING CODE SERIES WILL APPLY) REQUIREMENTS AND ALLOTHER APPLICABLE CONSTRUCTION CODES, ORDINANCES AND REGULATIONS INEFFECT.2.PROVISIONS FOR CAL GREEN SHALL BE IMPLEMENTED ONTO PLANS ANDCERTIFICATION SHALL BE PROVIDED BY A THIRD PARTY AS REQUIRED BY THEBUILDING DIVISION. SPECIFIC WATER, WASTE, LOW VOC, AND RELATEDCONSERVATION MEASURES SHALL BE SHOWN ON PLANS. CONSTRUCTION SHALLCONFORM TO THE CURRENT CAL GREEN CODE.3. BASEMENTS SHALL NOT BE USED FOR ANY HABITABLE SPACE.· THEENTIRE BASEMENT IS NON-HABITABLE :PLAN CHECK- ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL:4.THE MINIMUM DESIGN LOAD FOR WIND IN THIS AREA IS 110 M.P.H. EXPOSURES"C" AND THE SITE IS WITHIN SEISMIC ZONE D OR E.. THE APPLICANT SHALLSUBMIT DRAWINGS AND CALCULATIONS PREPARED BY A CALIFORNIA STATELICENSED ARCHITECT/ENGINEER WITH WET STAMP AND SIGNATURE.5.THIS PROJECT SHALL COMPLY WITH THE ENERGY CONSERVATIONREQUIREMENTS OF THE STATE OF CALIFORNIA ENERGY COMMISSION. ALLLIGHTING .SHALL BE HIGH EFFICACY OR EQUIVALENT PER THE CURRENTCALIFORNIA ENERGY CODE 119 AND 150(K).6.INDOOR AIR QUALITY SHALL BE PROVIDED CONSISTENT WITH ASHRAE 62.2 ASREQUIRED PER CALIFORNIA ENERGY CODE 150(O).7.PUBLIC WORKS/ENGINEERING DEPARTMENT IS REQUIRED TO REVIEW ANDAPPROVE GRADING PLANS THAT CLEARLY SHOW AIJ FINISH ELEVATIONS ,DRAINAGE, AND RETAINING WALL(S) LOCATIONS. THESE PLANS SHALL BECONSISTENT WITH THE SITE PLAN SUBMITTED TO THE BUILDING & SAFETYDIVISION.8."SEPARATE PERMHS ARE REQUIRED FOR POOL, SPC:\, BBQ AREA,DETACHEDTRELLISES AND GAZEBOS ,FOUNTAINS, AND RETAINING WALLS" AND SHALL BENOTED ON PLANS.9.THERE SHALL BE DESIGN FOR FUTURE ELECTRICAL VEHICLE CHARGINGINCLUDING CIRCUITRY IN THE ELECTRICAL PANEL AND FUTURE CONDUIT.10.ALL BALCONIES SHALL BE DESIGNED FOR 1.5 TIMES THE LIVE LOAD FOR THEAREA SERVED PER CBC TABLE 1607.1(EMERGENCY REGULATIONS) .11.ALL EASEMENTS SHALL BE SHOWN ON THE SITE PLAN.12.FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED. CONTACT THE FIREDEPARTMENT TO CHECK THE FIRE ZONE FOR THE LOCATION OF YOURPROPERTY. IF THIS PROJECT IS LOCATED IN HIGH HAZARD FIRE ZONE, IT SHALLMEET REQUIREMENTS OF THE FIRE ZONE PER CBC CHAPTER 7A.a.ALL UNENCLOSED UNDER-FLOOR AREAS SHALL BE CONSTRUCTED ASEXTERIOR WALL.b.ALL OPENINGS INTO THE ATTIC, FLOOR AND/OR OTHER ENCLOSED AREASSHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH NOT LESSTHAN 1/4 INCH OR MORE THAN 1/2 INCH IN ANY DIMENSION EXCEPT WHERESUCH OPENINGS ARE EQUIPPED WITH SASH OR DOOR .c.EAVES SHALL BE PROTECTED.
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c. EAVES SH
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.
d. EXTERIO
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e.FUEL MO
D
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P
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L
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FUEL MO
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.
f. LA COUNT
Y
F
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BEING OV
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8
1
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5
.
1
.
13.ALL RETAININ
G
W
A
L
L
S
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L
B
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P
A
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B
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G
A
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D
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A
F
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AND PUBLIC
W
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K
S
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N
G
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.
14.A SOILS REPO
R
T
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R
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Q
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D
P
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C
B
C
1
8
0
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S
REPORT SHAL
L
B
E
A
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D
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.
15.SLOPE SETBA
C
K
S
S
H
A
L
L
B
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C
O
N
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I
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T
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N
T
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1805.3.1 AND C
A
L
I
F
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N
I
A
R
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D
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T
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A
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4
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3
.
1
.
7
.
F
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D
A
T
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S
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L
P
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I
D
E
A
MINIMUM DIST
A
N
C
E
T
O
D
A
Y
L
I
G
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T
.
16.LIGHT AND VE
N
T
I
L
A
T
I
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S
H
A
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L
C
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Y
W
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C
B
C
1
2
0
3
A
N
D
1
2
0
5
.
17.DESIGN FOR F
U
T
U
R
E
E
L
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C
T
R
I
C
V
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H
I
C
L
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A
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A
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Y
R
O
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H
A
L
L
B
E
PROVIDED.PERMIT- ITEMS REQ
U
I
R
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D
P
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T
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B
U
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L
D
I
N
G
P
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M
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S
U
A
N
C
E
:
18.SOLID WASTE
M
A
N
A
G
E
M
E
N
T
O
F
C
O
N
S
T
R
U
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C
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P
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RECYCLING M
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C
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D
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8
.
1
6
O
F
T
I
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L
E
8
.
THE CONTRA
C
T
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L
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A
N
D
P
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A
P
P
L
I
C
A
B
L
E
DEPOSITS PRI
O
R
T
O
P
E
R
M
I
T
.
19.PRIOR TO BUI
L
D
I
N
G
P
E
R
M
I
T
I
S
S
U
A
N
C
E
,
A
L
L
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B
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.
P
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A
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OBTAIN A FOR
M
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SCHOOL DIST
R
I
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T
.
20.SUBMIT GRADI
N
G
P
L
A
N
S
C
L
E
A
R
L
Y
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I
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,
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RETAINING W
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L
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.
N
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SUBMITTING A
P
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F
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A
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N
.
21.CONNECTION
T
O
T
H
E
S
E
W
E
R
M
A
I
N
R
E
Q
U
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T
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S
A
N
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T
A
T
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D
I
S
T
R
I
C
T
FEES PAID AN
D
A
P
P
R
O
V
A
L
.
22.AQMD NOTIFI
C
A
T
I
O
N
I
S
R
E
Q
U
I
R
E
D
A
T
L
E
A
S
T
1
0
D
A
Y
S
P
R
I
O
R
T
O
A
N
Y
D
E
M
O
L
I
T
I
O
N
.
P
R
O
O
F
OF NOTIFICATI
O
N
I
S
R
E
Q
U
I
R
E
D
A
T
P
E
R
M
I
T
I
S
S
U
A
N
C
E
23.ALL WORKER
S
O
N
T
H
E
J
O
B
S
H
A
L
L
B
E
C
O
V
E
R
E
D
B
Y
W
O
R
K
M
A
N
'
S
C
O
M
P
E
N
S
A
T
I
O
N
INSURANCE U
N
D
E
R
A
L
I
C
E
N
S
E
D
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
.
A
N
Y
C
H
A
N
G
E
S
T
O
T
H
E
CONTRACTOR
S
H
A
L
L
B
E
U
P
D
A
T
E
D
O
N
T
H
E
B
U
I
L
D
I
N
G
P
E
R
M
I
T
.
24.THE BASEMEN
T
R
E
T
A
I
N
I
N
G
W
A
L
L
M
U
S
T
B
E
S
E
P
A
R
A
T
E
D
F
R
O
M
T
H
E
H
O
U
S
E
P
L
A
N
S
A
N
D
SEPARATELY
P
E
R
M
I
T
T
E
D
I
N
O
R
D
E
R
T
O
C
E
R
T
I
F
Y
T
H
E
B
U
I
L
D
I
N
G
P
A
D
B
E
F
O
R
E
P
E
R
M
I
T
ISSUANCE OF
T
H
E
H
O
U
S
E
S
T
R
U
C
T
U
R
E
.
CONSTRUCTION - C
O
N
D
I
T
I
O
N
S
R
E
Q
U
I
R
E
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
:
25.FIRE SPRINKL
E
R
S
A
R
E
R
E
Q
U
I
R
E
D
F
O
R
N
E
W
S
I
N
G
L
E
F
A
M
I
L
Y
D
W
E
L
L
I
N
G
S
(
C
R
C
R
3
1
3
.
2
)
.
SPRINKLERS
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
B
Y
L
A
C
O
U
N
T
Y
F
I
R
E
D
E
P
A
R
T
M
E
N
T
P
R
I
O
R
T
O
INSTALLATION
A
N
D
S
H
A
L
L
B
E
I
N
S
P
E
C
T
E
D
A
T
F
R
A
M
I
N
G
S
T
A
G
E
A
N
D
F
I
N
A
L
I
Z
A
T
I
O
N
O
F
CONSTRUCTI
O
N
.
26.OCCUPANCY
O
F
T
H
E
F
A
C
I
L
I
T
I
E
S
S
H
A
L
L
N
O
T
C
O
M
M
E
N
C
E
U
N
T
I
L
A
L
L
C
A
L
I
F
O
R
N
I
A
B
U
I
L
D
I
N
G
CODE AND ST
A
T
E
F
I
R
E
M
A
R
S
H
A
L
R
E
G
U
L
A
T
I
O
N
S
H
A
V
E
B
E
E
N
M
E
T
.
T
H
E
B
U
I
L
D
I
N
G
S
S
H
A
L
L
B
E
INSPECTED F
O
R
C
O
M
P
L
I
A
N
C
E
P
R
I
O
R
T
O
O
C
C
U
P
A
N
C
Y
.
27.EVERY PERMI
T
I
S
S
U
E
D
B
Y
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
U
N
D
E
R
T
H
E
P
R
O
V
I
S
I
O
N
S
O
F
T
H
I
S
C
O
D
E
SHALL EXPIRE
A
N
D
B
E
C
O
M
E
N
U
L
L
A
N
D
V
O
I
D
U
N
L
E
S
S
T
H
E
W
O
R
K
A
U
T
H
O
R
I
Z
E
D
B
Y
S
U
C
H
PERMIT IS CO
M
M
E
N
C
E
D
W
I
T
H
I
N
O
N
E
-
H
U
N
D
R
E
D
-
E
I
G
H
T
Y
(
1
8
0
)
D
A
Y
S
A
F
T
E
R
P
E
R
M
I
T
ISSUANCE, AN
D
I
F
A
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
H
A
S
N
O
T
B
E
E
N
O
B
T
A
I
N
E
D
F
R
O
M
T
H
E
BUILDING OFF
I
C
I
A
L
W
I
T
H
I
N
O
N
E
-
H
U
N
D
R
E
D
-
E
I
G
H
T
Y
(
1
8
0
)
D
A
Y
S
F
R
O
M
T
H
E
D
A
T
E
O
F
P
E
R
M
I
T
ISSUANCE OR
T
H
E
L
A
S
T
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
.
A
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
S
H
A
L
L
MEAN A DOCU
M
E
N
T
E
D
P
A
S
S
E
D
I
N
S
P
E
C
T
I
O
N
B
Y
T
H
E
C
I
T
Y
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
O
R
A
S
OUTLINED IN
S
E
C
T
I
O
N
1
1
0
.
6
.
28.ALL STRUCTU
R
E
S
A
N
D
P
R
O
P
E
R
T
Y
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
I
N
A
S
A
F
E
A
N
D
C
L
E
A
N
M
A
N
N
E
R
DURING CONS
T
R
U
C
T
I
O
N
.
T
H
E
P
R
O
P
E
R
T
Y
S
H
A
L
L
B
E
F
R
E
E
O
F
D
E
B
R
I
S
,
T
R
A
S
H
,
A
N
D
W
E
E
D
S
.
29.ALL EQUIPME
N
T
S
T
A
G
I
N
G
A
R
E
A
S
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
I
N
A
N
O
R
D
E
R
L
Y
M
A
N
N
E
R
A
N
D
SCREENED BE
H
I
N
D
A
M
I
N
I
M
U
M
6
'
H
I
G
H
F
E
N
C
E
.
30.A HEIGHT AND
S
E
T
B
A
C
K
S
U
R
V
E
Y
M
A
Y
B
E
R
E
Q
U
I
R
E
D
A
T
C
O
M
P
L
E
T
I
O
N
O
F
F
R
A
M
I
N
G
A
N
D
FOUNDATION
S
C
O
N
S
T
R
U
C
T
I
O
N
P
H
A
S
E
S
R
E
S
P
E
C
T
I
V
E
L
Y
.
31. THE PROJECT
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
B
Y
A
C
O
N
S
T
R
U
C
T
I
O
N
F
E
N
C
E
T
O
T
H
E
S
A
T
I
S
F
A
C
T
I
O
N
OF TH BUILDIN
G
O
F
F
I
C
I
A
F
,
A
N
D
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
N
P
D
E
S
&
B
M
P
R
E
Q
U
I
R
E
M
E
N
T
S
(SAND BAGS,
E
T
C
.
)
.
A
L
L
F
E
N
C
I
N
G
S
H
A
L
L
B
E
V
I
E
W
O
B
S
T
R
U
C
T
I
N
G
W
I
T
H
O
P
A
Q
U
E
S
U
R
F
A
C
E
S
.
32.THE LOCATIO
N
O
F
P
R
O
P
E
R
T
Y
L
I
N
E
S
A
N
D
B
U
I
L
D
I
N
G
P
A
D
M
A
Y
R
E
Q
U
I
R
E
A
S
U
R
V
E
Y
T
O
B
E
DETERMINED
B
Y
T
H
E
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
I
O
N
D
U
R
I
N
G
F
O
U
N
D
A
T
I
O
N
A
N
D
/
O
R
F
R
A
M
E
INSPECTION.33.THE APPLICA
N
T
S
H
A
L
L
C
O
N
T
A
C
T
D
I
G
A
L
E
R
T
A
N
D
H
A
V
E
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
Y
L
O
C
A
T
I
O
N
S
MARKED BY T
H
E
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
P
R
I
O
R
T
O
A
N
Y
E
X
C
A
V
A
T
I
O
N
.
C
O
N
T
A
C
T
D
I
G
A
L
E
R
T
B
Y
DIALING 811 O
R
T
H
E
I
R
W
E
B
S
I
T
E
A
T
W
\
N
W
.
D
I
G
A
L
E
R
T
.
O
R
G
.
34.THE APPLICA
N
T
S
H
A
L
L
F
I
R
S
T
R
E
Q
U
E
S
T
A
N
D
S
E
C
U
R
E
A
P
P
R
O
V
A
L
F
R
O
M
T
H
E
C
I
T
Y
F
O
R
A
N
Y
CHANGES OR
D
E
V
I
A
T
I
O
N
S
F
R
O
M
A
P
P
R
O
V
E
D
P
L
A
N
S
P
R
I
O
R
T
O
P
R
O
C
E
E
D
I
N
G
W
I
T
H
A
N
Y
W
O
R
K
IN ACCORDAN
C
E
W
I
T
H
S
U
C
H
C
H
A
N
G
E
S
O
R
D
E
V
I
A
T
I
O
N
S
.
35.ALL GLAZING I
N
H
A
Z
A
R
D
O
U
S
L
O
C
A
T
I
O
N
S
S
H
A
L
L
B
E
L
A
B
E
L
E
D
A
S
S
A
F
E
T
Y
G
L
A
S
S
.
T
H
E
LABELING SHA
L
L
B
E
V
I
S
I
B
L
E
F
O
R
I
N
S
P
E
C
T
I
O
N
.
3
6
.
P
U
R
S
U
A
N
T
T
O
C
A
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
T
I
A
L
C
O
D
E
(
C
R
C
)
S
E
C
T
I
O
N
R
3
1
5
,
C
A
R
B
O
N
M
O
N
O
X
I
D
E
D
E
T
E
C
T
O
R
S
A
R
E
R
E
Q
U
I
R
E
D
I
N
H
A
L
L
S
L
E
A
D
I
N
G
T
O
S
L
E
E
P
I
N
G
·
R
O
O
M
S
.
3
7
.
D
R
A
I
N
A
G
E
P
A
T
T
E
R
N
S
S
H
A
L
L
M
A
T
C
H
T
H
E
A
P
P
R
O
V
E
D
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
F
R
O
M
T
H
E
P
U
B
L
I
C
W
O
R
K
S
/
E
N
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
.
S
U
R
F
A
C
E
W
A
T
E
R
S
H
A
L
L
D
R
A
I
N
A
W
A
Y
F
R
O
M
T
H
E
B
U
I
L
D
I
N
G
A
T
A
2
%
M
I
N
I
M
U
M
S
L
O
P
E
.
T
H
E
F
I
N
A
L
A
S
-
B
U
I
L
T
C
O
N
D
I
T
I
O
N
S
S
H
A
L
L
M
A
T
C
H
T
H
E
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
O
R
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
A
S
-
B
U
I
L
T
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
.
3
8
.
D
E
C
K
S
,
R
O
O
F
S
,
A
N
D
O
T
H
E
R
F
L
A
T
S
U
R
F
A
C
E
S
S
H
A
L
L
S
L
O
P
E
A
T
L
E
A
S
T
1
/
4
N
/
F
T
W
I
T
H
A
P
P
R
O
V
E
D
A
N
D
L
I
S
T
E
D
W
A
T
E
R
P
R
O
O
F
I
N
G
M
A
T
E
R
I
A
L
.
G
U
A
R
D
R
A
I
L
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
F
O
R
T
H
E
S
E
S
U
R
F
A
C
E
S
A
T
L
E
A
S
T
4
2
"
M
I
N
I
M
U
M
I
N
H
E
I
G
H
T
,
4
"
M
A
X
I
M
U
M
S
P
A
C
I
N
G
B
E
T
W
E
E
N
R
A
I
L
S
,
A
N
D
C
A
P
A
B
L
E
O
F
R
E
S
I
S
T
I
N
G
A
T
L
E
A
S
T
2
0
P
O
U
N
D
S
P
E
R
L
I
N
E
A
L
F
O
O
T
O
F
L
A
T
E
R
A
L
L
O
A
D
.
3
9
.
B
O
D
I
E
S
O
F
W
A
T
E
R
T
H
A
T
A
R
E
G
R
E
A
T
E
R
T
H
A
N
1
8
"
I
N
D
E
P
T
H
S
H
A
L
L
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GUAN WANG R.C.E 79702 DATE9. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL OR DIVERTED FLOWS BOTH DURING AND AFTER ALL PHASES 17. EXCAVATIONS FOR STABILITY KEYS AND REMOVAL OF UNSUITABLE SOILS MUST BE OBSERVED AND ACCEPTED IN AND/OR THE ENGINEERING GEOLOGIST OF RECORD.WRITING BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST OF RECORD PRIOR TO THE PLACING FILL.16. GRADING OPERATIONS MUST BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION OF THE SOILS ENGINEER 15. NO ROCK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED IN THE FILL UNLESS 14. ALL GRADED SITES MUST HAVE DRAINAGE SWALES, BERMS, AND OTHER DRAINAGE DEVICES APPROVED AT THE 13. ANY MODIFICATIONS OF, OR CHANGES IN, APPROVED GRADING PLANS MUST BE APPROVED BY THE CITY.12. ALL CUTS SHALL BE OBSEREVED BY THE ENGINEERING GEOLOGIST OF RECORD DURING GRADING SO THAT ANYADVERSE CONDITIONS CAN BE RECOGNIZED AND CORRECTED.11. ROUGH GRADING CERTIFICATE MUST BE SIGNED BY SOILS AND CIVIL ENGINEERS AND APPROVED BY THE CITY 10. ALL OFF-SITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER AND APPROVED IN INSPECTOR PRIOR TO ISSUANCE OF BUILDING PERMITS.ADVANCE BY THE CITY.OF CONSTRUCTION.ROUGH GRADING STAGE.OF THE CITY. A MINIMUM NUMBER OF FIELD DENSITY TESTS ARE TO BE MADE AS FOLLOWS:8. THE UNDERSIGNED CIVIL ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OF UNDER HISEXCAVATION, GRADING AND FILL AND APPENDIX J, GRADING OF THE CALIFORNIA BUILDING CODE (2013)SUPERVISION AND THAT THE PLANS CONFORM TO ALL PERTINENT PROVISIONS OF SECTION 1803,7. NO FILL SHALL BE PLACED UNTIL THE PLACEMENT OF EROSION CONTROL MEASURE FOR THE PROJECT IS ACCEPTED CITY OF DIAMOND BAR GRADING GENERAL NOTESA. ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT.B. ONE TEST FOR EACH 1000 CUBIC YARDS OF MATERIAL PLACED.C. A SUFFICIENT NUMBER OF FINISH SLOPE TESTS TO VERIFY COMPACTION OF THE SLOPE SURFACE.4. ALL FILL SLOPES SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF THE MAXIMUM DENSITY.3. NO GRADING SHALL COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE CITY OF DIAMOND BAR.GRADING OPERATIONS TO VERIFY COMPLIANCE WITH DESIGN CRITERIA. THE RESULTS OF SUCH TESTING SHALL BE 2. ALL HILLSIDE GRADING WITH SLOPES IN EXCESS OF 10% SHALL COMPLY WITH THE HILLSIDE MANAGEMENTORDINANCE AND SHALL TYPICALLY NOT EXCEED 2:1.6. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS, AND INSTALLATIONOF SUBDRAINS (IF NEEDED) IS ACCEPTED BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST.5. SUFFICIENT TESTS OF SOIL PROPERTIES, INCLUDING SOIL TYPES AND SHEAR STRENGTHS SHALL BE MADE DURING 1. ALL GRADING SHALL COMPLY WITH THE PROVISIONS OF SECTION 1803 AND APPENDIX J OF THE CALIFORNIA BUILDINGREPORTED IN THE FINAL AS-GRADED REPORT (PREPARED BY THE APPLICANT AT HIS EXPENSE), OR UPON REQUESTBY THE CITY.CODE (2013) AND ALL AMENDMENTS ADOPTED BY THE CITY.27. CONT
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26. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT (909)839-7040 FORTY-EIGHT (48) HOURS IN 31. TYPE
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CITY.25. THESE PLANS HAVE BEEN CHECKED BY THE CITY OF DIAMOND BAR ONLY FOR CONFORMANCE WITH THE CITY ACCURACY OF THE EXISTING OR PROPOSED DIMENSIONS, LINES OR GRADES SHOWN INCLUDING ALL EXISTING UTILITIES DRAINAGE AND PARKWAY IMPROVEMENTS SHOWN HEREON. NO DETAILED MATHEMATICAL CHECK WAS MADE FOR THE STANDARDS, COMPLIANCE WITH DEVELOPMENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL OF THE 24. FINAL GRADING MUST BE APPROVED BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED.23. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A SHALL BECOME A PART OF THIS GRADING PLAN AND ALL RECOMMENDATIONS CONTAINED THEREIN SHALL BE STRICTLY 22. THE SOILS AND GEOLOGY REPORT PREPARED BY AND DATED 20. FOUNDATION AND/OR WALL EXCAVATION MUST BE OBSERVED AND ACCEPTED IN WRITING BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST OF RECORD PRIOR TO PLACING STEEL OR CONCRETE.21. A REGISTERED CIVIL ENGINEER SHALL SUBMIT A GRADING CERTIFICATE TO THE CITY ENGINEER NO MORE THAN 10 SUBJECT TO THE CITY ENGINEER'S APPROVAL OF SAID ENGINEER'S CERTIFICATE. FINAL GRADING MUST BE APPROVED WORKING DAYS UPON COMPLETION OF FINAL GRADING OPERATIONS. CERTIFICATE OF OCCUPANCY SHALL BE ISSUED SECTION 111 OF THE LOS ANGELES COUNTY BUILDING CODE FOR THE GRADED SITE PRIOR TO APPROVAL BY THE CITY.19. THE SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST OF RCORD MUST MAKE A FINDING IN ACCORDANCE WITH BY FINAL REPORT PRIOR TO APPROVAL BY THE CITY. THE FINAL REPORT MUST INCLUDE AN AS-GRADED GEOTECHNICAL 18. THE SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST OF RECORD MUST DOCUMENT AND ACCEPT ROUGH GRADINGRESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.BY THE CITY BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED.SHOWN OR NOT SHOWN.ADHERED TO.MAP.
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8
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HORSETRAIL LAZYMEADOWDRIVE 139.02'N 62°44'59" E
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2
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NOTE: ROOT BARRIERS SHALL BE 12" DEEPMAX. & LINEAR APPLICATION ONLY.
P
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NOTE: SEE S
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All improvements are to
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MonthAdjust IrrigationScheduleInspect TreeStakingFlush DripValves JanFebMarAprMayJunJulAugSepOctNovDec¥RECOMMENDED MINIMUM LANDSCAPE MAINTENANCE SCHEDULEWEEKLY TASKSMINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE xCheck all irrigation equipment and adjust/ align as required.xRepair irrigation equipment with originally specified materials as needed.xInspect all landscape areas for pests/ pathogens.xWeed all shrub/ groundcover areas as needed.xRemove landscape debris.xAerating and dethatching turf areas.xRepair planting well and/ or grade around plants to eliminate runoff.xPerform corrective pruning to eliminate hazards and damage to plant after2nd Year of Growth.¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥Add Mulch(Maintain 3" Layer)¥¥¥¥Fertilization: Referenceto Agronomical Soil'sreport on these plans ¥¥¥¥
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8.2.c
Packet Pg. 106
PLANNING COMMISSION
RESOLUTION NO. 2019-XX
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW
NO. PL2018-186 TO CONSTRUCT A NEW 8,302 SQUARE-FOOT SINGLE-
FAMILY RESIDENCE WITH A 2,105 SQUARE-FOOT GARAGE, 2,730
SQUARE FEET OF PORCH/BALCONY/STORAGE ARE AS, AND A 400
SQUARE-FOOT ACCESSORY STRUCTURE ON A 53,580 SQUARE-FOOT
(1.23 GROSS ACRE) LOT LOCATED AT 22532 LAZY MEADOW LANE,
DIAMOND BAR, CA 91765 (PARCEL 3 OF PARCEL MAP NO. 72035).
A. RECITALS
1. The property owner, Timbertop Holdings, LLC, and applicant, Edwin
Agabao, have filed an application for Development Review No. PL2018-186
for the construction of a new 8,302 square-foot single-family residence with
a 2,105 square-foot garage, 2,730 square feet of porch/balcony/storage
areas, and a 400 square-foot accessory structure located at 22532 Lazy
Meadow Lane, Diamond Bar, County of Los Angeles, California. Hereinafter
in this Resolution, the subject Development Review shall be referred to as
the "Proposed Project."
2. The subject property consists of one parcel totaling 53,580 square feet (1.23
gross acres). It is located in the Rural Residential (RR) zone with an
underlying General Plan land use designation of Rural Residential.
3. The property is legally described as parcel 3 of Parcel Map No. 72035.
4. On March 29, 2019, public hearing notices were mailed to property owners
within a 1,000-foot radius of the Project site. On March 29, 2019,
notification of the public hearing for this project was published in the San
Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers .
Also, public notices were posted at the project site and the City’s three
designated community posting sites.
5. On April 9, 2019, the Planning Commission of the City of Diamond Bar
conducted a duly noticed public hearing, solicited testimony from all
interested individuals, and concluded said hearing on that date.
B. RESOLUTION
8.2.d
Packet Pg. 107
2 PC Resolution No. 2019-XX
NOW, THEREFORE, it is found, determined and resolved by the Planning
Commission of the City of Diamond Bar as follows:
1. The Planning Commission hereby specifically finds that all of the facts set
forth in the Recitals, Part A, of this Resolution are true and correct; and
2. The Planning Commission hereby determines the Project to be
Categorically Exempt from the provisions of the California Environm ental
Quality Act (CEQA) pursuant to the provisions of Article 19,
Section 15303(a) (new construction of up to three single-family residences)
of the CEQA Guidelines. Therefore, no further environmental review is
required.
C. FINDINGS OF FACT
Based on the findings and conclusions set forth herein and as prescribed under
Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission
hereby finds as follows:
Development Review Findings (DBMC Section 22.48.040)
1. The design and layout of the proposed development is consistent with the
applicable elements of the City's General Plan, City Design Guidelines, and
development standards of the applicable district, design guidelines, and
architectural criteria for special areas (e.g., theme areas, specific plans,
community plans, boulevards or planned developments):
The design and layout of the proposed single-family residence consisting of
a 8,302 square-foot single-family residence with a 2,105 square-foot
garage, 2,730 square feet of porch/balcony/storage areas is consistent with
the City’s General Plan, Design Guidelines and development standards. A
gradual transition between the project and adjacent uses is achieved
through appropriate setbacks, building height, landscaping, and window
and door placement.
The proposed new single-family residence incorporates various Italian
Renaissance architectural elements such as low-pitched hipped roofs with
mission tiles, decorative wrought iron doors, arched and vertically elongated
rectangular windows, concrete balusters, an arched porch with columns,
stone veneer and smooth exterior finishes; and appropriate massing and
proportion to meet the intent of the City’s Design Guidelines.
The project site is not part of any theme area, specific plan, community plan,
8.2.d
Packet Pg. 108
3 PC Resolution No. 2019-XX
boulevard or planned development.
2. The design and layout of the proposed development will not interfere with
the use and enjoyment of neighboring existing or future development s, and
will not create traffic or pedestrian hazards;
The proposed single-family home will not interfere with the use and
enjoyment of neighboring existing or future developments because the use
of the project site is designed for single-family homes and the surrounding
uses are also single-family homes.
The proposed single-family home will not interfere with vehicular or
pedestrian movements, such as access or other functional requirements of
a single-family home because it complies with the requirements for
driveway widths and exceeds the minimum number of required off -street
parking spaces.
3. The architectural design of the proposed development is compatible with
the character of the surrounding neighborhood and will maintain and
enhance the harmonious, orderly and attractive development contemplated
by Chapter 22.48: Development Review Standards, the City’s Design
Guidelines, the City's General Plan, or any applicable specific plan;
The proposed home is comparable in mass and scale to existing homes on
similar lots in The Country. The architecture in The Country is eclectic, and
includes a variety of architectural designs. In addition, from the street view,
the basement level is not visible and the building s have an appearance of
a two-story structure. The scale and proportions of the proposed home is
well balanced and appropriate for the site. In sum, the proposed home fits
the character of the neighborhood on which it is proposed.
4. The design of the proposed development will provide a desirable
environment for its occupants and visiting public as well as its neighbors
through good aesthetic use of materials, texture, color , and will remain
aesthetically appealing;
The architectural style of the home is Italian Renaissance with elements
such as low-pitched hipped roofs with mission tiles, decorative wrought iron
doors, arched and vertically elongated windows, concrete balusters, and
arched porch with columns. The new home will not be intrusive to
neighboring homes and will be aesthetically appeal ing by integrating a
variety of materials, such as smooth neutral-toned stucco, pre-cast concrete
sand finish, stone veneer, wrought iron detailing, and aluminum clad
8.2.d
Packet Pg. 109
4 PC Resolution No. 2019-XX
windows. Earth-tone shades for the exterior finish are used to soften the
building’s visual impact and assist in preserving the hillside’s aesthetic
value. Also, landscaping is integrated into the site to complement the
massing of the home and blend in with neighboring residences and the
natural environment of the site in order to mainta in a desirable environment.
The scale and proportions of the proposed home is well balanced and
appropriate for the site.
5. The proposed development will not be detrimental to public health, safety
or welfare or materially injurious (e.g., negative effect on property values or
resale(s) of property) to the properties or improvements in the vicinity.
Before the issuance of any City permits, the proposed project is required to
comply with all conditions within the approved resolution, and the Building
and Safety Division and Public Works Departments requirements.
Through the permit and inspection process, the referenced agencies will
ensure that the proposed project is not detrimental to the public health,
safety or welfare or materially injurious to the properties or improvements in
the vicinity.
6. The proposed project has been reviewed in compliance with the provisions
of the California Environmental Quality Act (CEQA).
The proposed project is categorically exempt from the provisions of the
California Environmental Quality Act (CEQA) as set forth under Article 19
Section 15303(a) (new construction of up to three single-family residences)
of the CEQA Guidelines.
Based upon the findings and conclusion set forth above, the Planning Commission
hereby approves this Application, subject to the following conditions:
1. Development shall substantially comply with the plans and documents
presented to the Planning Commission at the public hearing.
2. Prior to building permit issuance, the required landscape plan shall be
designed to meet the requirements of the Los Angeles County Fire
Department’s Fuel Modification Plan Guidelines in terms of plant selection,
placement and maintenance. The final landscape and fuel modification
plans shall be submitted to the Los Angeles Fire Department for review and
approval.
3. Prior to building permit issuance, a Certification of Design, together with
8.2.d
Packet Pg. 110
5 PC Resolution No. 2019-XX
landscape and irrigation plans prepared by a licensed landscape architect,
shall be submitted to the Planning Division for review and approval by the
City’s Consulting Landscape Architect. Landscape and irrigation plans shall
comply with the updated Water Efficient Landscaping Ordinance.
4. Prior to the issuance of a demolition, grading or building permit, the
protected trees shall be barricaded by chain link fencing with a minimum
height of five feet, or by another protective barrier approved by the
Community Development Director or designee. Chain link fencing shall be
supported by vertical posts at a maximum of ten-foot intervals to keep the
fencing upright and in place. Barriers shall be placed at least five (5) feet
from the drip line of the trees. A sign posted on the fencing which states
“Warning: Tree Protection Zone” and stating the requirements of all workers
in the protection zone. Throughout the course of construction, the tree
protection fencing shall be maintained and the site shall be maintained and
cleaned at all times. No construction staging or disposal of construction
materials or byproducts, including but not limited to paint, plaster, or
chemical solutions is allowed in the tree protection zone. The fencing plan
shall be shown on the grading plan and other applicable construction
documents and the Applicant, Owner or construction manager shall contact
the Planning Division to conduct a site visit prior to commencement of any
work to ensure this condition is met.
5. If protective measures fail to ensure the survival of any protected tree during
construction activity or within three years after approval of final inspection,
a minimum of three 24-inch box protected species shall be planted on the
property for each protected tree that dies.
6. A certified Native American Monitor shall be on site during any and a ll
ground disturbances (including but not limited to pavement removal, post
holing, auguring, boring, grading, excavation and trenching) to protect any
cultural resources which may be effected during construction or
development. The Applicant, Owner or construction manager shall
coordinate with the Gabrieleno Band of Mission Indians (Kizh Nation) and
the Planning Division to ensure this condition is met.
7. Standard Conditions. The applicant shall comply with the standard
development conditions attached hereto.
The Planning Commission shall:
a. Certify to the adoption of this Resolution; and
b. Forthwith transmit a certified copy of this Resolution, by certified mail
8.2.d
Packet Pg. 111
6 PC Resolution No. 2019-XX
to the property owner, Timbertop Holdings, LLC, 150 E. Colorado
Blvd., #302B, Pasadena, CA 91105; and applicant, Edwin Agabao,
556 N. Diamond Bar Blvd. Suite 305, Diamond Bar, CA 91765.
APPROVED AND ADOPTED THIS 9TH DAY OF APRIL 2019, BY THE PLANNING
COMMISSION OF THE CITY OF DIAMOND BAR.
By: ______________________________________
, Chairperson
I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing
Resolution was duly introduced, passed, and adopted, at a regular meeting of the
Planning Commission held on the 9th day of April, 2019, by the following vote:
AYES: Commissioners:
NOES: Commissioners:
ABSENT: Commissioners:
ABSTAIN: Commissioners:
ATTEST: ______________________________________
Greg Gubman, Secretary
8.2.d
Packet Pg. 112
7 PC Resolution No. 2019-XX
COMMUNITY DEVELOPMENT DEPARTMENT
STANDARD CONDITIONS
USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND
REMODELED STRUCTURES
PROJECT #: Development Review No. PL 2018-186
SUBJECT: To construct a new 8,302 square-foot single-family residence
with a 2,105 square-foot garage, 2,730 square feet of
porch/balcony/storage areas, and a 400 square -foot accessory
structure
PROPERTY Timbertop Holdings, LLC
OWNER: 150 E. Colorado Blvd., #302B
Pasadena, CA 91105
APPLICANT: Edwin Agabao
556 N. Diamond Bar Blvd. Suite 305
Diamond Bar, CA 91765
LOCATION: 22532 Lazy Meadow Lane, Diamond Bar, CA 91765
ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT.
I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030,
FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL REQUIREMENTS
1. The applicant shall defend, indemnify, and hold harmless the City,
and its officers, agents and employees, from any claim, action, or
proceeding to attack, set-aside, void or annul, the approval of
Development Review No. PL2018-186 brought within the time period
provided by Government Code Section 66499.37. In the event the
city and/or its officers, agents and employees are made a party of
any such action:
8.2.d
Packet Pg. 113
8 PC Resolution No. 2019-XX
(a) Applicant shall provide a defense to the City defendants or at
the City's option reimburse the City its costs of defense,
including reasonable attorneys’ fees, incurred in defense of
such claims.
(b) Applicant shall promptly pay any final judgment rendered
against the City defendants. The City shall promptly notify the
applicant of any claim, action of proceeding, and shall
cooperate fully in the defense thereof.
2. This approval shall not be effective for any purpose until the applicant
and owner of the property involved have filed, within twenty-one
(21) days of approval of this Development Review No. PL2018-186,
at the City of Diamond Bar Community Development Department,
their affidavit stating that they are aware of and agree to accept all
the conditions of this approval. Further, this approval shall not be
effective until the applicants pay remaining City processing fees,
school fees and fees for the review of submitted reports.
3. All designers, architects, engineers, and contractors associated with
this project shall obtain a Diamond Bar Business License; and a
zoning approval for those businesses located in Diamond Bar.
4. Signed copies of Planning Commission Resolution No. 2019-XX and
Standard Conditions shall be included on the plans (full size). The
sheet(s) are for information only to all parties involved in the
construction/grading activities and are not required to be wet
sealed/stamped by a licensed Engineer/Architect.
5. Prior to the plan check, revised site plans and building elevations
incorporating all Conditions of Approval shall be submitted for
Planning Division review and approval.
6. Prior to any use of the project site or business activity being
commenced thereon, all conditions of approval shall be completed.
7. The project site shall be maintained and operated in full compliance
with the conditions of approval and all laws, or other applicable
regulations.
8. Approval of this request shall not waive compliance with all sections
of the Development Code, all other applicable City Ordinances, a nd
any applicable Specific Plan in effect at the time of building permit
issuance.
8.2.d
Packet Pg. 114
9 PC Resolution No. 2019-XX
9. All site, grading, landscape/irrigation, and roof plans, and elevation
plans shall be coordinated for consistency prior to issuance of City
permits (such as grading, tree removal, encroachment, building,
etc.,) or approved use has commenced, whichever comes first.
10. The hours during which construction activities causing the operation
of any tools or equipment used in construction, drilling, repair,
alteration, or demolition work are limited to Monday through
Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not
allowed at any time on Sundays or holidays.
11. The property owner/applicant shall remove the public hearing notice
board within three days of this project's approval.
12. The applicant shall comply with the requirements of City Planning,
Building and Safety Divisions, Public Works Department, and the
Fire Department.
13. Prior to issuance of building permits, the applicant shall record, and
provide the City with a conformed recorded copy of, a Covenant and
Agreement or similar document in a form approved by the City
Attorney, which restricts the rental of rooms or other portions of the
property under two or more separate agreements and prohibits use
of the property as a boarding or rooming house, except to the extent
otherwise permitted by the Diamond Bar Municipal Code or
applicable state or federal law.
B. FEES/DEPOSITS
1. Applicant shall pay development fees (including but not limited to
Planning, Building and Safety Divisions, Public Works Department
and Mitigation Monitoring) at the established rates, prior to issuance
of building or grading permit (whichever comes first), as required by
the City. School fees as required shall be paid prior to the issuance
of building permit. In addition, the applicant shall pay all remaining
prorated City project review and processing fees prior to issuance of
grading or building permit, whichever comes first.
2. Prior to any plan check, all deposit accounts for the processing of
this project shall have no deficits.
C. TIME LIMITS
1. The approval of Development Review No. PL2018-186 expires within
8.2.d
Packet Pg. 115
10 PC Resolution No. 2019-XX
two years from the date of approval if the use has not been exercised as
defined per Diamond Bar Municipal Code (DBMC)
Section 22.66.050 (b)(1). In accordance with DBMC
Section 22.66.050(c), the applicant may request, in writing, a one-year
time extension for Planning Commission consideration. Such a request
must be submitted to the Planning Division prior to the expiration date
and be accompanied by the review fee in accordance with the fee
schedule in effect at the time of submittal.
D. SITE DEVELOPMENT
1. This approval is to construct a new 8,302 square-foot single-family
residence with a 2,105 square-foot garage, 2,730 square feet of
porch/balcony/storage areas, and a 400 square-foot accessory
structure located at 22532 Lazy Meadow Lane, as described in the
staff report and depicted on the approved plans on file with the
Planning Division, subject to the conditions listed below.
2. The construction documents submitted for plan check shall be in
substantial compliance with the architectural plans approved by the
Planning Commission, as modified pursuant to the conditions below.
If the plan check submittal is not in substantial compliance with the
approved Development Review submittal, the plans may require
further staff review and re-notification of the surrounding property
owners, which may delay the project and entail additional fees.
3. To ensure compliance with the provisions of the Planning
Commission approval, a final inspection is required from the
Planning Division when work for any phase of the project has been
completed. The applicant shall inform the Planning Division and
schedule an appointment for such an inspection.
4. The above conditions shall run with the land and shall be binding
upon all future owners, operators, or successors thereto of the
property. Non-compliance with any condition of approval or
mitigation measure imposed as a condition of the approval shall
constitute a violation of the City’s Development Code. Violations may
be enforced in accordance with the provisions of the Development
Code.
5. Failure to comply with any of the conditions set forth above or as
subsequently amended in writing by the City, may result in failure to
obtain a building final and/or a certificate of occupancy until full
compliance is reached. The City’s requirement for full compliance
may require minor corrections and/or complete demolition of a non -
8.2.d
Packet Pg. 116
11 PC Resolution No. 2019-XX
compliant improvement, regardless of costs incurred where the
project does not comply with design requirements and approvals that
the applicant agreed to when permits were pulled to construct the
project.
6. The project site shall be developed and maintained in substantial
conformance with the approved plans submitted to, approved, and
amended herein by the Planning Commission, on file with the
Planning Division, the conditions contained herein, and the
Development Code regulations.
7. All ground-mounted utility appurtenances such as transformers, air
conditioning condensers, etc., shall be located out of public view and
adequately screened through the use of a combination of concrete
or masonry walls, berms, and/or landscaping to the satisfaction of
the Planning Division.
8. All roof-mounted equipment shall be screened from public view.
9. All structures, including walls, trash enclosures, canopies, etc., shall
be maintained in a structurally sound, safe manner with a clean,
orderly appearance. All graffiti shall be removed within 72 hours by
the property owners/occupant.
10. All landscaping, structures, architectural features and public
improvements damaged during construction shall be repaired or
replaced upon project completion.
E. SOLID WASTE
1. The site shall be maintained in a condition, which is free of debris
both during and after the construction, addition, or implementation of
the entitlement approved herein. The removal of all trash, debris,
and refuse, whether during or subsequent to construction shall be
done only by the property owner, applicant or by a duly permitted
waste contractor, who has been authorized by the City to provide
collection, transportation, and disposal of solid waste from
residential, commercial, construction, and industrial areas within the
City. It shall be the applicant's obligation to insure that the waste
contractor used has obtained permits from the City of Diamond Bar
to provide such services.
2. Mandatory solid waste disposal services shall be provided by the City
franchised waste hauler to all parcels/lots or uses affected by
approval of this project.
8.2.d
Packet Pg. 117
12 PC Resolution No. 2019-XX
II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT,
(909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
A. GENERAL
1. An Erosion Control Plan shall be submitted concurrently with the
grading plan clearly detailing erosion control measures. These
measures shall be implemented during construction. The erosion
control plan shall conform to national Pollutant Discharge Elimination
System (NPDES) standards and incorporate the appropriate Best
Management Practices (BMP’s) as specified in the Storm Water
BMP Certification. For construction activity which disturbs one acre
or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will
be needed.
2. A new single-family hillside home development project shall include
mitigation measures to:
(i) Conserve natural areas;
(ii) Protect slopes and channels;
(iii) Provide storm drain system stenciling and signage;
(iv) Divert roof runoff to vegetated areas before discharge unless
the diversion would result in slope instability; and
(v) Direct surface flow to vegetated areas before discharge, unless
the diversion would result in slope instability.
3. Grading and construction activities and the transportation of
equipment and materials and operation of heavy grading equipment
shall be limited to between the hours of 7:00 a.m. and 5:00 p.m.,
Monday through Saturday. Dust generated by grading and
construction activities shall be reduced by watering the soil prior to
and during the activities and in accordance with South Coast Air
Quality Management District Rule 402 and Rule 403. Reclaimed
water shall be used whenever possible. Additionally, all construction
equipment shall be properly muffled to reduce noise levels.
B. SOILS REPORT/GRADING/RETAINING WALLS
1. A geotechnical report prepared by a Geotechnical Engineer, licen sed
by the State of California, shall be submitted by the applicant for
approval by the City.
2. The applicant shall submit drainage and grading plans prepared by
a Civil Engineer, licensed by the State of California, prepared in
accordance with the City’s requirements for the City’s review and
8.2.d
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13 PC Resolution No. 2019-XX
approval. A list of requirements for grading plan check is available
from the Public Works Department. All grading (cut and fill)
calculations shall be submitted to the City concurrently with the
grading plan.
3. Finished slopes shall conform to City Code Section 22.22.080-
Grading.
4. All easements shall be clearly identified on the grading plan.
5. The grading plan shall show the location of any retaining walls and
the elevations of the top of wall/footing/retaining and the finished
grade on both sides of the retaining wall. Construction details for
retaining walls shall be shown on the grading plan. Calculations and
details of retaining walls shall be submitted to the Building and Safety
Division for review and approval.
6. All equipment staging areas shall be located on the project site.
Staging area, including material stockpile and equipment storage
area, shall be enclosed within a 6 foot-high chain link fence. All
access points in the defense shall be locked whenever the
construction site is not supervised.
7. Grading of the subject property shall be in accordance with the
California Building Code, City Grading Ordinance, Hillside
Management Ordinance and acceptable grading practices.
8. The maximum grade of driveways serving building pad areas shall
be 15 percent. Driveways with a slope of 15 percent shall incorporate
grooves for traction into the construction as required by the City
Engineer.
9. All slopes shall be seeded per landscape plan and/or fuel
modification plan with native grasses or planted with ground cover,
shrubs, and trees for erosion control upon completion of grading or
some other alternative method of erosion control shall be completed
to the satisfaction of the City Engineer and a permanent irrigation
system shall be installed.
10. A pre-construction meeting shall be held at the project site with the
grading contractor, applicant, and city grading inspector at least 48
hours prior to commencing grading operations.
11. Rough grade certifications by project soils and civil engineers and
the as-graded geotechnical report shall be submitted for review and
8.2.d
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14 PC Resolution No. 2019-XX
approval prior to issuance of building permits for the foundation of
the residential structure. Retaining wall permits may be issued
without a rough grade certificate.
12. Final grade certifications by project soils and civil engineers shall be
submitted to the Public Works Department prior to the issuance of
any project final inspections/certificate of occupancy respectively.
C. DRAINAGE
1. Detailed drainage system information of the lot with careful attention
to any flood hazard area shall be submitted. All drainage/runoff from
the development shall be conveyed from the site to the natural
drainage course. No on-site drainage shall be conveyed to adjacent
parcels, unless that is the natural drainage course.
2. Prior to the issuance of a grading permit, a complete hydrology and
hydraulic study shall be prepared by a Civil Engineer registered in
the State of California to the satisfaction of the City Engineer and Los
Angeles Public Works Department.
D. UTILITIES
1. Applicant shall relocate and underground any existing on-site utilities
to the satisfaction of the City Engineer and the respective utility
owner.
2. Underground utilities shall not be constructed within the drip line of
any mature tree except as approved by a registered arborist.
E. SEWERS/SEPTIC TANK
1. Applicant shall obtain connection permit(s) from the City and County
Sanitation District prior to issuance of building permits.
2. Applicant, at applicant’s sole cost and expense, shall construct the
sewer system in accordance with the City, Los Angeles County
Public Works Division. Sewer plans shall be submitted for review
and approval by the City.
III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION,
(909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS:
General Conditions:
8.2.d
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15 PC Resolution No. 2019-XX
1. At the time of plan check submittal, plans and construction shall conform to
current State and Local Building Code (i.e. 2016 California Building Code
series will apply) requirements and all other applicable construction codes,
ordinances and regulations in effect.
2. Provisions for CAL Green shall be implemented onto plans and certification
shall be provided by a third party as required by the Building Division.
Specific water, waste, low VOC, and related cons ervation measures shall
be shown on plans. Construction shall conform to the current CAL Green
Code.
3. Basements shall not be used for any habitable space. The entire basement
is non-habitable.
Plan Check – Items to be addressed prior to plan approval:
4. The minimum design load for wind in this area is 110 M.P.H. exposures “C”
and the site is within seismic zone D or E. The applicant shall submit
drawings and calculations prepared by a California State licensed
Architect/Engineer with wet stamp and signature.
5. This project shall comply with the energy conservation requirements of the
State of California Energy Commission. All lighting shall be high efficacy or
equivalent per the current California Energy Code 119 and 150(k).
6. Indoor air quality shall be provided consistent with ASHRAE 62.2 as
required per California Energy Code 150(o).
7. Public Works/Engineering Department is required to review and approve
grading plans that clearly show all finish elevations, drainage, and retaining
wall(s) locations. These plans shall be consistent with the site plan
submitted to the Building & Safety Division.
8. “Separate permits are required for pool, spa, BBQ area, detached trellises
and gazebos, fountains, and retaining walls” and shall be noted on plans.
9. There shall be design for future electrical vehicle charging including circuitry
in the electrical panel and future conduit.
10. All balconies shall be designed for 1.5 times the live load for the area served
per CBC Table 1607.1 (emergency regulations).
11. All easements shall be shown on the site plan.
12. Fire Department approval shall be required. Contact the Fire Department to
8.2.d
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16 PC Resolution No. 2019-XX
check the fire zone for the location of your property. If this project is located
in High Hazard Fire Zone, it shall meet requirements of the fire zone per
CBC Chapter 7A.
a. All unenclosed under-floor areas shall be constructed as exterior wall.
b. All openings into the attic, floor and/or other enclosed areas shall be
covered with corrosion-resistant wire mesh not less than 1/4 inch or
more than 1/2 inch in any dimension except where such openings are
equipped with sash or door.
c. Eaves shall be protected.
d. Exterior construction shall be one-hour or non-combustible.
e. Fuel modification plans shall be approved through LA County Fire Fuel
Modification Unit.
f. LA County Fire shall approve plans for fire flow availability due to home
being over 3600 sf as required per CFC Appendix B105.1.
13. All retaining walls shall be separately submitted to the Building & Safety and
Public Works/Engineering Departments for review and approval.
14. A soils report is required per CBC 1803 and all recommendations of the
soils report shall be adhered to.
15. Slope setbacks shall be consistent with California Building Code Figure
1805.3.1 and California Residential Code R403.1.7. Foundations shall
provide a minimum distance to daylight.
16. Light and ventilation shall comply with CBC 1203 and 1205.
17. Design for future electric vehicle charging and solar ready roof shall be
provided.
Permit – Items required prior to building permit issuance:
18. Solid waste management of construction material shall incorporate
recycling material collection per Diamond Bar Municipal Code 8.16 of Title
8. The contractor shall complete all required forms and pay applicable
deposits prior to permit.
19. Prior to building permit issuance, all school district fees shall be paid.
Please obtain a form from the Building and Safety Division to take directly
to the school district.
20. Submit grading plans clearly showing all finish elevations, drainage, and
retaining wall locations. No building permits shall be issued prior to
submitting a pad certification.
8.2.d
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17 PC Resolution No. 2019-XX
21. Connection to the sewer main requires LA County Sanitation District fees
paid and approval.
22. AQMD notification is required at least 10 days prior to any demolition. Proof
of notification is required at permit issuance.
23. All workers on the job shall be covered by workman’s compensation
insurance under a licensed general contractor. Any changes to the
contractor shall be updated on the building permit.
24. The basement retaining wall must be separated from the house plans and
separately permitted in order to certify the building pad before permit
issuance of the house structure.
Construction – Conditions required during construction:
25. Fire sprinklers are required for new single family dwellings (CRC R313.2).
Sprinklers shall be approved by LA County Fire Department prior to
installation and shall be inspected at framing stage and finalization of
construction.
26. Occupancy of the facilities shall not commence until all California Bu ilding
Code and State Fire Marshal regulations have been met. The buildings
shall be inspected for compliance prior to occupancy.
27. Every permit issued by the building official under the provisions of this Code
shall expire and become null and void unless the work authorized by such
permit is commenced within one-hundred-eighty (180) days after permit
issuance, and if a successful inspection has not been obtained from the
building official within one-hundred-eighty (180) days from the date of permit
issuance or the last successful inspection. A successful inspection shall
mean a documented passed inspection by the city building inspector as
outlined in Section 110.6.
28. All structures and property shall be maintained in a safe and clean manner
during construction. The property shall be free of debris, trash, and weeds.
29. All equipment staging areas shall be maintained in an orderly manner and
screened behind a minimum 6’ high fence.
30. A height and setback survey may be required at completion of framing and
foundations construction phases respectively.
31. The project shall be protected by a construction fence to the satisfaction of
8.2.d
Packet Pg. 123
18 PC Resolution No. 2019-XX
the Building Official, and shall comply with the NPDES & BMP requirements
(sand bags, etc.). All fencing shall be view obstructing with opaque
surfaces.
32. The location of property lines and building pad may require a survey to be
determined by the building inspection during foundation and/or frame
inspection.
33. The applicant shall contact Dig Alert and have underground utility locations
marked by the utility companies prior to any excavation. Contact Dig Alert
by dialing 811 or their website at www.digalert.org.
34. The applicant shall first request and secure approval from the City for any
changes or deviations from approved plans prior to proceeding with any
work in accordance with such changes or deviations.
35. All glazing in hazardous locations shall be labeled as safety glass. The
labeling shall be visible for inspection.
36. Pursuant to California Residential Code (CRC) Section R315, carbon
monoxide detectors are required in halls leading to sleeping rooms.
37. Drainage patterns shall match the approved grading/drainage plan from the
Public Works/Engineering Department. Surface water shall drain away
from the building at a 2% minimum slope. The final as-built conditions shall
match the grading/drainage plan or otherwise approved as -built
grading/drainage plan.
38. Decks, roofs, and other flat surfaces shall slope at least 1/4”/ft with
approved and listed water proofing material. Guardrails shall be provided
for these surfaces at least 42” minimum in height, 4” maximum spacing
between rails, and capable of resisting at least 20 pounds per lineal foot of
lateral load.
39. Bodies of water that are greater than 18” in depth shall have the required
barriers to prevent unintentional access per CBC 3904.4. Double gates are
not allowed as a pool barrier.
40. Special inspections and structural observation will be required in
conformance with CBC 1704 to 1709.
END
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Packet Pg. 124
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A. PLANNING DIVISION (909) 839-7033:1. PURSUANT TO CITY COUNCIL RESOLUTION NO. 2017-08 FOR PARCELMAP NO. 72035, THE CONSTRUCTION OF THE SINGLE-FAMILYRESIDENCES ON PARCEL 2 AND 3 SHALL NOT OCCUR SIMULTANEOUSLY.2. PURSUANT TO ENVIRONMENTAL MITIGATION REQUIRED FOR PARCELMAP NO. 72035, PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THEAPPLICANT SHALL CONTACT THE GABRIELENO BAND OF MISSIONINDIANS (KIZH NATION) TRIBE FOR COORDINATION OF A CERTIFIEDNATIVE AMERICAN MONITOR TO BE ON SITE DURING ANY AND ALLGROUND DISTURBANCES (INCLUDING BUT NOT LIMITED TOPAVEMENTREMOVAL, POST HOLING, AUGURING, BORING, GRADING,EXCAVATION AND TRENCHING) TO PROTECT ANY CULTURALRESOURCES WHICH MAY BE EFFECTED DURING CONSTRUCTION ORDEVELOPMENT.3. A RECORDED COVENANT AND AGREEMENT TO MAINTAIN THERESIDENCE AS A SINGLE-FAMILY RESIDENCE WILL BE REQUIRED AS ACONDITION OF APPROVAL. ATTACHED IS A TEMPLATE FOR REFERENCEONLY. A COPY TO BE SIGNED, NOTARIZED AND RECORDED WILL BEPROVIDED AT THE TIME OF BUILDING PLAN CHECK .4. A RECORDED COVENANT AND AGREEMENT WHICH RESTRICTS THEBASEMENT LEVEL TO BE CONVERTED INTO LIVABLE SPACE WILL BEREQUIRED AS A CONDITION OF APPROVAL. ATTACHED IS A TEMPLATEFOR REFERENCE ONLY. A COPY TO BE SIGNED, NOTARIZED ANDRECORDED WILL BE PROVIDED AT THE TIME OF BUILDING PLAN CHECK.5. ALL ROOF- OR GROUND-MOUNTED MECHANICAL EQUIPMENT (E.G., AIRCONDITIONING, HEATING,_ VENTILATION DUCTS AND EXHAUST, WATERHEATERS, ETC.), WASTE AND STORAGE AREAS, AND UTILITY SERVICESSHALL BE SCREENED FROM PUBLIC VIEW FROM ABUTTING PUBLICSTREETS AND RIGHTS-OF-WAY, AND ABUTTING AREA(S) ZONED FORRESIDENTIAL OR OPEN SPACE USES, INCLUDING VIEWS FROM ABOVETHE SUBJECT PROJECT. THE METHOD OF SCREENING SHALL BEARCHITECTURALLY COMPATIBLE WITH OTHER SITE DEVELOPMENT INTERMS OF COLORS, MATERIALS, AND ARCHITECTURAL STYLE SUBJECTTO APPROVAL BY THE DIRECTOR. THE SCREENINGDESIGN/CONSTRUCTION SHALL BLEND WITH THE DESIGN OF THESTRUCTURE(S) AND INCLUDE APPROPRIATELY INSTALLED ANDMAINTAINED LANDSCAPING WHEN ON THE GROUND.B.BUILDING AND SAFETY DIVISION (909) 839 7020:GENERAL CONDITIONS:1. AT THE TIME OF PLAN CHECK SUBMITTAL, PLANS AND CONSTRUCTION SHALLCONFORM TO CURRENT STATE AND LOCAL BUILDING CODE (I.E., 2016CALIFORNIA BUILDING CODE SERIES WILL APPLY) REQUIREMENTS AND ALLOTHER APPLICABLE CONSTRUCTION CODES, ORDINANCES AND REGULATIONS INEFFECT.2.PROVISIONS FOR CAL GREEN SHALL BE IMPLEMENTED ONTO PLANS ANDCERTIFICATION SHALL BE PROVIDED BY A THIRD PARTY AS REQUIRED BY THEBUILDING DIVISION. SPECIFIC WATER, WASTE, LOW VOC, AND RELATEDCONSERVATION MEASURES SHALL BE SHOWN ON PLANS. CONSTRUCTION SHALLCONFORM TO THE CURRENT CAL GREEN CODE.3. BASEMENTS SHALL NOT BE USED FOR ANY HABITABLE SPACE.· THEENTIRE BASEMENT IS NON-HABITABLE :PLAN CHECK- ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL:4.THE MINIMUM DESIGN LOAD FOR WIND IN THIS AREA IS 110 M.P.H. EXPOSURES"C" AND THE SITE IS WITHIN SEISMIC ZONE D OR E.. THE APPLICANT SHALLSUBMIT DRAWINGS AND CALCULATIONS PREPARED BY A CALIFORNIA STATELICENSED ARCHITECT/ENGINEER WITH WET STAMP AND SIGNATURE.5.THIS PROJECT SHALL COMPLY WITH THE ENERGY CONSERVATIONREQUIREMENTS OF THE STATE OF CALIFORNIA ENERGY COMMISSION. ALLLIGHTING .SHALL BE HIGH EFFICACY OR EQUIVALENT PER THE CURRENTCALIFORNIA ENERGY CODE 119 AND 150(K).6.INDOOR AIR QUALITY SHALL BE PROVIDED CONSISTENT WITH ASHRAE 62.2 ASREQUIRED PER CALIFORNIA ENERGY CODE 150(O).7.PUBLIC WORKS/ENGINEERING DEPARTMENT IS REQUIRED TO REVIEW ANDAPPROVE GRADING PLANS THAT CLEARLY SHOW AIJ FINISH ELEVATIONS ,DRAINAGE, AND RETAINING WALL(S) LOCATIONS. THESE PLANS SHALL BECONSISTENT WITH THE SITE PLAN SUBMITTED TO THE BUILDING & SAFETYDIVISION.8."SEPARATE PERMHS ARE REQUIRED FOR POOL, SPC:\, BBQ AREA,DETACHEDTRELLISES AND GAZEBOS ,FOUNTAINS, AND RETAINING WALLS" AND SHALL BENOTED ON PLANS.9.THERE SHALL BE DESIGN FOR FUTURE ELECTRICAL VEHICLE CHARGINGINCLUDING CIRCUITRY IN THE ELECTRICAL PANEL AND FUTURE CONDUIT.10.ALL BALCONIES SHALL BE DESIGNED FOR 1.5 TIMES THE LIVE LOAD FOR THEAREA SERVED PER CBC TABLE 1607.1(EMERGENCY REGULATIONS) .11.ALL EASEMENTS SHALL BE SHOWN ON THE SITE PLAN.12.FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED. CONTACT THE FIREDEPARTMENT TO CHECK THE FIRE ZONE FOR THE LOCATION OF YOURPROPERTY. IF THIS PROJECT IS LOCATED IN HIGH HAZARD FIRE ZONE, IT SHALLMEET REQUIREMENTS OF THE FIRE ZONE PER CBC CHAPTER 7A.a.ALL UNENCLOSED UNDER-FLOOR AREAS SHALL BE CONSTRUCTED ASEXTERIOR WALL.b.ALL OPENINGS INTO THE ATTIC, FLOOR AND/OR OTHER ENCLOSED AREASSHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH NOT LESSTHAN 1/4 INCH OR MORE THAN 1/2 INCH IN ANY DIMENSION EXCEPT WHERESUCH OPENINGS ARE EQUIPPED WITH SASH OR DOOR .c.EAVES SHALL BE PROTECTED.
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;
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;
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;
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(
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)
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3
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7
:
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.
M
.
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5
:
0
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.
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,
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4
0
2
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4
0
3
.
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L
A
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L
B
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V
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R
P
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B
L
E
.
A
D
D
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T
I
O
N
A
L
L
Y
,
A
L
L
C
O
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S
T
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C
T
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N
E
Q
U
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M
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T
S
H
A
L
L
B
E
P
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P
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L
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F
F
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D
T
O
R
E
D
U
C
E
N
O
I
S
E
L
E
V
E
L
S
.
c. EAVES SH
A
L
L
B
E
P
R
O
T
E
C
T
E
D
.
E
X
T
E
R
I
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R
C
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N
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T
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N
S
H
A
L
L
B
E
O
N
E
-
H
O
U
R
O
R
NON-COM
B
U
S
T
I
B
L
E
.
d. EXTERIO
R
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
B
E
O
N
E
-
H
O
U
R
O
R
N
O
N
-
C
O
M
B
U
S
T
I
B
L
E
.
e.FUEL MO
D
I
F
I
C
A
T
I
O
N
P
L
A
N
S
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
T
H
R
O
U
G
H
L
A
C
O
U
N
T
Y
F
I
R
E
FUEL MO
D
I
F
I
C
A
T
I
O
N
U
N
I
T
.
f. LA COUNT
Y
F
I
R
E
S
H
A
L
L
A
P
P
R
O
V
E
P
L
A
N
S
F
O
R
F
I
R
E
F
L
O
W
A
V
A
I
L
A
B
I
L
I
T
Y
D
U
E
T
O
H
O
M
E
BEING OV
E
R
.
3
6
0
0
S
F
A
S
R
E
Q
U
I
R
E
D
P
E
R
C
F
C
A
P
P
E
N
D
I
X
8
1
0
5
.
1
.
13.ALL RETAININ
G
W
A
L
L
S
S
H
A
L
L
B
E
S
E
P
A
R
A
T
E
L
Y
S
U
B
M
I
T
T
D
T
O
T
H
E
B
U
I
L
D
I
N
G
A
N
D
S
A
F
E
T
Y
AND PUBLIC
W
O
R
K
S
/
E
N
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
S
F
O
R
R
E
V
I
E
W
A
N
D
A
P
P
R
O
V
A
L
.
14.A SOILS REPO
R
T
I
S
R
E
Q
U
I
R
E
D
P
E
R
C
B
C
1
8
0
3
A
N
D
A
L
L
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
T
H
E
S
O
I
L
S
REPORT SHAL
L
B
E
A
D
H
E
R
E
D
T
O
.
15.SLOPE SETBA
C
K
S
S
H
A
L
L
B
E
C
O
N
S
I
S
T
E
N
T
W
I
T
H
C
A
L
I
F
O
R
N
I
A
B
U
I
L
D
I
N
G
C
O
D
E
F
I
G
U
R
E
1805.3.1 AND C
A
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
T
I
A
L
C
O
D
E
R
4
0
3
.
1
.
7
.
F
O
U
N
D
A
T
I
O
N
S
S
H
A
L
L
P
R
O
V
I
D
E
A
MINIMUM DIST
A
N
C
E
T
O
D
A
Y
L
I
G
H
T
.
16.LIGHT AND VE
N
T
I
L
A
T
I
O
N
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
C
B
C
1
2
0
3
A
N
D
1
2
0
5
.
17.DESIGN FOR F
U
T
U
R
E
E
L
E
C
T
R
I
C
V
E
H
I
C
L
E
C
H
A
R
G
I
N
G
A
N
D
S
O
L
A
R
R
E
A
D
Y
R
O
O
F
S
H
A
L
L
B
E
PROVIDED.PERMIT- ITEMS REQ
U
I
R
E
D
P
R
I
O
R
T
O
B
U
I
L
D
I
N
G
P
E
R
M
I
T
I
S
S
U
A
N
C
E
:
18.SOLID WASTE
M
A
N
A
G
E
M
E
N
T
O
F
C
O
N
S
T
R
U
C
T
I
O
N
M
A
T
E
R
I
A
L
S
H
A
L
L
I
N
C
O
R
P
O
R
A
T
E
RECYCLING M
A
T
E
R
I
A
L
C
O
L
L
E
C
T
I
O
N
P
E
R
D
I
A
M
O
N
D
B
A
R
M
U
N
I
C
I
P
A
L
C
O
D
E
8
.
1
6
O
F
T
I
T
L
E
8
.
THE CONTRA
C
T
O
R
S
H
A
L
L
C
O
M
P
L
E
T
E
A
L
L
R
E
Q
U
I
R
E
D
F
O
R
M
S
A
N
D
P
A
Y
A
P
P
L
I
C
A
B
L
E
DEPOSITS PRI
O
R
T
O
P
E
R
M
I
T
.
19.PRIOR TO BUI
L
D
I
N
G
P
E
R
M
I
T
I
S
S
U
A
N
C
E
,
A
L
L
S
C
H
O
O
L
D
I
S
T
R
I
C
T
F
E
E
S
S
H
A
L
L
B
E
P
A
I
D
.
P
L
E
A
S
E
OBTAIN A FOR
M
F
R
O
M
T
H
E
B
U
I
L
D
I
N
G
A
N
D
.
S
A
F
E
T
Y
D
I
V
I
S
I
O
N
T
O
T
A
K
E
D
I
R
E
C
T
L
Y
T
O
T
H
E
SCHOOL DIST
R
I
C
T
.
20.SUBMIT GRADI
N
G
P
L
A
N
S
C
L
E
A
R
L
Y
S
H
O
W
I
N
G
A
L
L
F
I
N
I
S
H
E
L
E
V
A
T
I
O
N
S
,
D
R
A
I
N
A
G
E
,
A
N
D
RETAINING W
A
L
L
L
O
C
A
T
I
O
N
S
.
N
O
B
U
I
L
D
I
N
G
P
E
R
M
I
T
S
S
H
A
L
L
B
E
I
S
S
U
E
D
P
R
I
O
R
T
O
SUBMITTING A
P
A
D
C
E
R
T
I
F
I
C
A
T
I
O
N
.
21.CONNECTION
T
O
T
H
E
S
E
W
E
R
M
A
I
N
R
E
Q
U
I
R
E
S
L
O
S
A
N
G
E
L
E
S
C
O
U
N
T
Y
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
FEES PAID AN
D
A
P
P
R
O
V
A
L
.
22.AQMD NOTIFI
C
A
T
I
O
N
I
S
R
E
Q
U
I
R
E
D
A
T
L
E
A
S
T
1
0
D
A
Y
S
P
R
I
O
R
T
O
A
N
Y
D
E
M
O
L
I
T
I
O
N
.
P
R
O
O
F
OF NOTIFICATI
O
N
I
S
R
E
Q
U
I
R
E
D
A
T
P
E
R
M
I
T
I
S
S
U
A
N
C
E
23.ALL WORKER
S
O
N
T
H
E
J
O
B
S
H
A
L
L
B
E
C
O
V
E
R
E
D
B
Y
W
O
R
K
M
A
N
'
S
C
O
M
P
E
N
S
A
T
I
O
N
INSURANCE U
N
D
E
R
A
L
I
C
E
N
S
E
D
G
E
N
E
R
A
L
C
O
N
T
R
A
C
T
O
R
.
A
N
Y
C
H
A
N
G
E
S
T
O
T
H
E
CONTRACTOR
S
H
A
L
L
B
E
U
P
D
A
T
E
D
O
N
T
H
E
B
U
I
L
D
I
N
G
P
E
R
M
I
T
.
24.THE BASEMEN
T
R
E
T
A
I
N
I
N
G
W
A
L
L
M
U
S
T
B
E
S
E
P
A
R
A
T
E
D
F
R
O
M
T
H
E
H
O
U
S
E
P
L
A
N
S
A
N
D
SEPARATELY
P
E
R
M
I
T
T
E
D
I
N
O
R
D
E
R
T
O
C
E
R
T
I
F
Y
T
H
E
B
U
I
L
D
I
N
G
P
A
D
B
E
F
O
R
E
P
E
R
M
I
T
ISSUANCE OF
T
H
E
H
O
U
S
E
S
T
R
U
C
T
U
R
E
.
CONSTRUCTION - C
O
N
D
I
T
I
O
N
S
R
E
Q
U
I
R
E
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
:
25.FIRE SPRINKL
E
R
S
A
R
E
R
E
Q
U
I
R
E
D
F
O
R
N
E
W
S
I
N
G
L
E
F
A
M
I
L
Y
D
W
E
L
L
I
N
G
S
(
C
R
C
R
3
1
3
.
2
)
.
SPRINKLERS
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
B
Y
L
A
C
O
U
N
T
Y
F
I
R
E
D
E
P
A
R
T
M
E
N
T
P
R
I
O
R
T
O
INSTALLATION
A
N
D
S
H
A
L
L
B
E
I
N
S
P
E
C
T
E
D
A
T
F
R
A
M
I
N
G
S
T
A
G
E
A
N
D
F
I
N
A
L
I
Z
A
T
I
O
N
O
F
CONSTRUCTI
O
N
.
26.OCCUPANCY
O
F
T
H
E
F
A
C
I
L
I
T
I
E
S
S
H
A
L
L
N
O
T
C
O
M
M
E
N
C
E
U
N
T
I
L
A
L
L
C
A
L
I
F
O
R
N
I
A
B
U
I
L
D
I
N
G
CODE AND ST
A
T
E
F
I
R
E
M
A
R
S
H
A
L
R
E
G
U
L
A
T
I
O
N
S
H
A
V
E
B
E
E
N
M
E
T
.
T
H
E
B
U
I
L
D
I
N
G
S
S
H
A
L
L
B
E
INSPECTED F
O
R
C
O
M
P
L
I
A
N
C
E
P
R
I
O
R
T
O
O
C
C
U
P
A
N
C
Y
.
27.EVERY PERMI
T
I
S
S
U
E
D
B
Y
T
H
E
B
U
I
L
D
I
N
G
O
F
F
I
C
I
A
L
U
N
D
E
R
T
H
E
P
R
O
V
I
S
I
O
N
S
O
F
T
H
I
S
C
O
D
E
SHALL EXPIRE
A
N
D
B
E
C
O
M
E
N
U
L
L
A
N
D
V
O
I
D
U
N
L
E
S
S
T
H
E
W
O
R
K
A
U
T
H
O
R
I
Z
E
D
B
Y
S
U
C
H
PERMIT IS CO
M
M
E
N
C
E
D
W
I
T
H
I
N
O
N
E
-
H
U
N
D
R
E
D
-
E
I
G
H
T
Y
(
1
8
0
)
D
A
Y
S
A
F
T
E
R
P
E
R
M
I
T
ISSUANCE, AN
D
I
F
A
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
H
A
S
N
O
T
B
E
E
N
O
B
T
A
I
N
E
D
F
R
O
M
T
H
E
BUILDING OFF
I
C
I
A
L
W
I
T
H
I
N
O
N
E
-
H
U
N
D
R
E
D
-
E
I
G
H
T
Y
(
1
8
0
)
D
A
Y
S
F
R
O
M
T
H
E
D
A
T
E
O
F
P
E
R
M
I
T
ISSUANCE OR
T
H
E
L
A
S
T
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
.
A
S
U
C
C
E
S
S
F
U
L
I
N
S
P
E
C
T
I
O
N
S
H
A
L
L
MEAN A DOCU
M
E
N
T
E
D
P
A
S
S
E
D
I
N
S
P
E
C
T
I
O
N
B
Y
T
H
E
C
I
T
Y
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
O
R
A
S
OUTLINED IN
S
E
C
T
I
O
N
1
1
0
.
6
.
28.ALL STRUCTU
R
E
S
A
N
D
P
R
O
P
E
R
T
Y
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
I
N
A
S
A
F
E
A
N
D
C
L
E
A
N
M
A
N
N
E
R
DURING CONS
T
R
U
C
T
I
O
N
.
T
H
E
P
R
O
P
E
R
T
Y
S
H
A
L
L
B
E
F
R
E
E
O
F
D
E
B
R
I
S
,
T
R
A
S
H
,
A
N
D
W
E
E
D
S
.
29.ALL EQUIPME
N
T
S
T
A
G
I
N
G
A
R
E
A
S
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
I
N
A
N
O
R
D
E
R
L
Y
M
A
N
N
E
R
A
N
D
SCREENED BE
H
I
N
D
A
M
I
N
I
M
U
M
6
'
H
I
G
H
F
E
N
C
E
.
30.A HEIGHT AND
S
E
T
B
A
C
K
S
U
R
V
E
Y
M
A
Y
B
E
R
E
Q
U
I
R
E
D
A
T
C
O
M
P
L
E
T
I
O
N
O
F
F
R
A
M
I
N
G
A
N
D
FOUNDATION
S
C
O
N
S
T
R
U
C
T
I
O
N
P
H
A
S
E
S
R
E
S
P
E
C
T
I
V
E
L
Y
.
31. THE PROJECT
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
B
Y
A
C
O
N
S
T
R
U
C
T
I
O
N
F
E
N
C
E
T
O
T
H
E
S
A
T
I
S
F
A
C
T
I
O
N
OF TH BUILDIN
G
O
F
F
I
C
I
A
F
,
A
N
D
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
T
H
E
N
P
D
E
S
&
B
M
P
R
E
Q
U
I
R
E
M
E
N
T
S
(SAND BAGS,
E
T
C
.
)
.
A
L
L
F
E
N
C
I
N
G
S
H
A
L
L
B
E
V
I
E
W
O
B
S
T
R
U
C
T
I
N
G
W
I
T
H
O
P
A
Q
U
E
S
U
R
F
A
C
E
S
.
32.THE LOCATIO
N
O
F
P
R
O
P
E
R
T
Y
L
I
N
E
S
A
N
D
B
U
I
L
D
I
N
G
P
A
D
M
A
Y
R
E
Q
U
I
R
E
A
S
U
R
V
E
Y
T
O
B
E
DETERMINED
B
Y
T
H
E
B
U
I
L
D
I
N
G
I
N
S
P
E
C
T
I
O
N
D
U
R
I
N
G
F
O
U
N
D
A
T
I
O
N
A
N
D
/
O
R
F
R
A
M
E
INSPECTION.33.THE APPLICA
N
T
S
H
A
L
L
C
O
N
T
A
C
T
D
I
G
A
L
E
R
T
A
N
D
H
A
V
E
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
Y
L
O
C
A
T
I
O
N
S
MARKED BY T
H
E
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
P
R
I
O
R
T
O
A
N
Y
E
X
C
A
V
A
T
I
O
N
.
C
O
N
T
A
C
T
D
I
G
A
L
E
R
T
B
Y
DIALING 811 O
R
T
H
E
I
R
W
E
B
S
I
T
E
A
T
W
\
N
W
.
D
I
G
A
L
E
R
T
.
O
R
G
.
34.THE APPLICA
N
T
S
H
A
L
L
F
I
R
S
T
R
E
Q
U
E
S
T
A
N
D
S
E
C
U
R
E
A
P
P
R
O
V
A
L
F
R
O
M
T
H
E
C
I
T
Y
F
O
R
A
N
Y
CHANGES OR
D
E
V
I
A
T
I
O
N
S
F
R
O
M
A
P
P
R
O
V
E
D
P
L
A
N
S
P
R
I
O
R
T
O
P
R
O
C
E
E
D
I
N
G
W
I
T
H
A
N
Y
W
O
R
K
IN ACCORDAN
C
E
W
I
T
H
S
U
C
H
C
H
A
N
G
E
S
O
R
D
E
V
I
A
T
I
O
N
S
.
35.ALL GLAZING I
N
H
A
Z
A
R
D
O
U
S
L
O
C
A
T
I
O
N
S
S
H
A
L
L
B
E
L
A
B
E
L
E
D
A
S
S
A
F
E
T
Y
G
L
A
S
S
.
T
H
E
LABELING SHA
L
L
B
E
V
I
S
I
B
L
E
F
O
R
I
N
S
P
E
C
T
I
O
N
.
3
6
.
P
U
R
S
U
A
N
T
T
O
C
A
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
T
I
A
L
C
O
D
E
(
C
R
C
)
S
E
C
T
I
O
N
R
3
1
5
,
C
A
R
B
O
N
M
O
N
O
X
I
D
E
D
E
T
E
C
T
O
R
S
A
R
E
R
E
Q
U
I
R
E
D
I
N
H
A
L
L
S
L
E
A
D
I
N
G
T
O
S
L
E
E
P
I
N
G
·
R
O
O
M
S
.
3
7
.
D
R
A
I
N
A
G
E
P
A
T
T
E
R
N
S
S
H
A
L
L
M
A
T
C
H
T
H
E
A
P
P
R
O
V
E
D
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
F
R
O
M
T
H
E
P
U
B
L
I
C
W
O
R
K
S
/
E
N
G
I
N
E
E
R
I
N
G
D
E
P
A
R
T
M
E
N
T
.
S
U
R
F
A
C
E
W
A
T
E
R
S
H
A
L
L
D
R
A
I
N
A
W
A
Y
F
R
O
M
T
H
E
B
U
I
L
D
I
N
G
A
T
A
2
%
M
I
N
I
M
U
M
S
L
O
P
E
.
T
H
E
F
I
N
A
L
A
S
-
B
U
I
L
T
C
O
N
D
I
T
I
O
N
S
S
H
A
L
L
M
A
T
C
H
T
H
E
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
O
R
O
T
H
E
R
W
I
S
E
A
P
P
R
O
V
E
D
A
S
-
B
U
I
L
T
G
R
A
D
I
N
G
/
D
R
A
I
N
A
G
E
P
L
A
N
.
3
8
.
D
E
C
K
S
,
R
O
O
F
S
,
A
N
D
O
T
H
E
R
F
L
A
T
S
U
R
F
A
C
E
S
S
H
A
L
L
S
L
O
P
E
A
T
L
E
A
S
T
1
/
4
N
/
F
T
W
I
T
H
A
P
P
R
O
V
E
D
A
N
D
L
I
S
T
E
D
W
A
T
E
R
P
R
O
O
F
I
N
G
M
A
T
E
R
I
A
L
.
G
U
A
R
D
R
A
I
L
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
F
O
R
T
H
E
S
E
S
U
R
F
A
C
E
S
A
T
L
E
A
S
T
4
2
"
M
I
N
I
M
U
M
I
N
H
E
I
G
H
T
,
4
"
M
A
X
I
M
U
M
S
P
A
C
I
N
G
B
E
T
W
E
E
N
R
A
I
L
S
,
A
N
D
C
A
P
A
B
L
E
O
F
R
E
S
I
S
T
I
N
G
A
T
L
E
A
S
T
2
0
P
O
U
N
D
S
P
E
R
L
I
N
E
A
L
F
O
O
T
O
F
L
A
T
E
R
A
L
L
O
A
D
.
3
9
.
B
O
D
I
E
S
O
F
W
A
T
E
R
T
H
A
T
A
R
E
G
R
E
A
T
E
R
T
H
A
N
1
8
"
I
N
D
E
P
T
H
S
H
A
L
L
H
A
V
E
T
H
E
R
E
Q
U
I
R
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D
B
A
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R
I
E
R
S
T
O
P
R
E
V
E
N
T
U
N
I
N
T
E
N
T
I
O
N
A
L
A
C
C
E
S
S
P
E
R
C
B
C
3
9
0
4
.
4
.
D
O
U
B
L
E
G
A
T
E
S
A
R
E
N
O
T
A
L
L
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W
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A
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P
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A
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.
4
0
.
S
P
E
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I
A
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P
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W
I
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B
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D
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C
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F
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1
7
0
4
T
O
1
7
0
9
.
8
.
2
.
e
P
a
c
k
e
t
P
g
.
1
2
6
5
4
0
5
3
5
5
3
0
5
2
5
5
2
0
5
1
5
5
1
0
5
0
5
5
0
0
5
4
5
5
4
0
5
3
5
5
3
0
5
2
5
5
2
0
5
1
5
5
1
0
5
0
5
5
0
0
5
4
5
5
5
0
5
5
5
5
6
0
5
6
5
5
7
0
5
7
5
5
8
0
5
8
5
5
9
0
5
9
5
6
0
0
6
0
5
6
1
0
6
1
5
1
5
0
9
1
9
L
O
T
1
3
0
O
F
T
R
A
C
T
N
O
.
3
0
5
7
8
,
I
N
T
H
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C
I
T
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O
F
D
I
A
M
O
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D
B
A
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,
C
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F
L
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,
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T
A
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A
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P
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C
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D
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D
I
N
B
O
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K
7
8
5
P
A
G
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S
1
-
2
5
O
F
M
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P
S
,
I
N
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F
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Y
R
E
C
O
R
D
E
R
O
F
S
A
I
D
C
O
U
N
T
Y
.
EARTHWORK QUANTITIES:CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT MAY VARY DUE TOOTHER UNKNOWN FACTORS. (SITE CONDITION, SOIL ENGINEER' S RECOMMENDATION) CUT C.Y.; FILL (INCLUDED 15%SHRINKAGE) C.Y..OVEREXCAVATION C.Y.; 15%SHRINKAGE C.Y..820.00 12,365.17170.31
N
O
T
T
O
S
C
A
L
E
T
G
6
8
0
-
A
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GUAN WANG R.C.E 79702 DATE9. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL OR DIVERTED FLOWS BOTH DURING AND AFTER ALL PHASES 17. EXCAVATIONS FOR STABILITY KEYS AND REMOVAL OF UNSUITABLE SOILS MUST BE OBSERVED AND ACCEPTED IN AND/OR THE ENGINEERING GEOLOGIST OF RECORD.WRITING BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST OF RECORD PRIOR TO THE PLACING FILL.16. GRADING OPERATIONS MUST BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION OF THE SOILS ENGINEER 15. NO ROCK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED IN THE FILL UNLESS 14. ALL GRADED SITES MUST HAVE DRAINAGE SWALES, BERMS, AND OTHER DRAINAGE DEVICES APPROVED AT THE 13. ANY MODIFICATIONS OF, OR CHANGES IN, APPROVED GRADING PLANS MUST BE APPROVED BY THE CITY.12. ALL CUTS SHALL BE OBSEREVED BY THE ENGINEERING GEOLOGIST OF RECORD DURING GRADING SO THAT ANYADVERSE CONDITIONS CAN BE RECOGNIZED AND CORRECTED.11. ROUGH GRADING CERTIFICATE MUST BE SIGNED BY SOILS AND CIVIL ENGINEERS AND APPROVED BY THE CITY 10. ALL OFF-SITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER AND APPROVED IN INSPECTOR PRIOR TO ISSUANCE OF BUILDING PERMITS.ADVANCE BY THE CITY.OF CONSTRUCTION.ROUGH GRADING STAGE.OF THE CITY. A MINIMUM NUMBER OF FIELD DENSITY TESTS ARE TO BE MADE AS FOLLOWS:8. THE UNDERSIGNED CIVIL ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OF UNDER HISEXCAVATION, GRADING AND FILL AND APPENDIX J, GRADING OF THE CALIFORNIA BUILDING CODE (2013)SUPERVISION AND THAT THE PLANS CONFORM TO ALL PERTINENT PROVISIONS OF SECTION 1803,7. NO FILL SHALL BE PLACED UNTIL THE PLACEMENT OF EROSION CONTROL MEASURE FOR THE PROJECT IS ACCEPTED CITY OF DIAMOND BAR GRADING GENERAL NOTESA. ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT.B. ONE TEST FOR EACH 1000 CUBIC YARDS OF MATERIAL PLACED.C. A SUFFICIENT NUMBER OF FINISH SLOPE TESTS TO VERIFY COMPACTION OF THE SLOPE SURFACE.4. ALL FILL SLOPES SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF THE MAXIMUM DENSITY.3. NO GRADING SHALL COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE CITY OF DIAMOND BAR.GRADING OPERATIONS TO VERIFY COMPLIANCE WITH DESIGN CRITERIA. THE RESULTS OF SUCH TESTING SHALL BE 2. ALL HILLSIDE GRADING WITH SLOPES IN EXCESS OF 10% SHALL COMPLY WITH THE HILLSIDE MANAGEMENTORDINANCE AND SHALL TYPICALLY NOT EXCEED 2:1.6. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS, AND INSTALLATIONOF SUBDRAINS (IF NEEDED) IS ACCEPTED BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST.5. SUFFICIENT TESTS OF SOIL PROPERTIES, INCLUDING SOIL TYPES AND SHEAR STRENGTHS SHALL BE MADE DURING 1. ALL GRADING SHALL COMPLY WITH THE PROVISIONS OF SECTION 1803 AND APPENDIX J OF THE CALIFORNIA BUILDINGREPORTED IN THE FINAL AS-GRADED REPORT (PREPARED BY THE APPLICANT AT HIS EXPENSE), OR UPON REQUESTBY THE CITY.CODE (2013) AND ALL AMENDMENTS ADOPTED BY THE CITY.27. CONT
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POOL-SPA FENCING & SAFETY BARRIER:PROPERTY FENCING AND GATES SHALL BE PERMANENT AND NOT LESS THANFIVE FEET (5'-0") HIGH ABOVE GRADE/SLAB. ALL GATES IN THE FENCING SHALLBE MAINTAINED AS SELF-CLOSING AND SELF-LATCHING WITH EVERY LATCHING DEVICENOT LESS THAN FIVE FEET (5’-0") ABOVE THE GROUND/FINISHED SURFACE.DRIVEWAY AND GARAGE VEHICLE-ACCESS DOORS, OVERHEAD DOORS, AND DOUBLEGATES AND DOORS ARE NOT PERMITTED AS PART OF THE FENCING OR ENCLOSURE. ALLGATES SHALL OPEN AWAY FROM POOL SIDE.ALL DOORS PROVIDING ACCESS TO POOL SHALL BE EQUIPPED WITHAPPROVED EXIT ALARMS OR BE SELF-CLOSING AND LATCHING DEVICES WITH RELEASEMECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR. APPLICABLEDOORS: SLIDING GLASS AND SWINGING DOORS, DOORS FROM THE MAIN HOUSE,ATTACHED GARAGE, GUEST HOUSE, POOL
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MonthAdjust IrrigationScheduleInspect TreeStakingFlush DripValves JanFebMarAprMayJunJulAugSepOctNovDec¥RECOMMENDED MINIMUM LANDSCAPE MAINTENANCE SCHEDULEWEEKLY TASKSMINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE xCheck all irrigation equipment and adjust/ align as required.xRepair irrigation equipment with originally specified materials as needed.xInspect all landscape areas for pests/ pathogens.xWeed all shrub/ groundcover areas as needed.xRemove landscape debris.xAerating and dethatching turf areas.xRepair planting well and/ or grade around plants to eliminate runoff.xPerform corrective pruning to eliminate hazards and damage to plant after2nd Year of Growth.¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥¥Add Mulch(Maintain 3" Layer)¥¥¥¥Fertilization: Referenceto Agronomical Soil'sreport on these plans ¥¥¥¥
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Packet Pg. 146
Project Status Report CITY OF DIAMOND BAR
January 22, 2019 COMMUNITY DEVELOPMENT DEPARTMENT
LEGEND PH = PUBLIC HEARING
X = NON PUBLIC HEARING
AP = ASSIGNED PLANNER
PC = PLANNING COMMISSION
AR = ADMINISTRATIVE REVIEW
CC = CITY COUNCIL
PROPERTY LOCATION
PLANNING COMMISSION REVIEW File # AP Applicant PC
1/22/19
CC
2/5/19
PC
2/12/19
CC
2/19/19
PC
2/26/19
CC
3/5/19
340 Fern Pl.
(New single family residence)
DR PL2018-100 NTE Justin Le PH
ADMINISTRATIVE REVIEW
Property Location AP Applicant
None
PENDING ITEMS
Property Location File # AP Applicant Status
850 Brea Canyon Rd.
(Hotel, Office, Retail)
GPA/ZC/DR PL2017-169 GL Phyllis Shih Third incomplete letter sent 8/24/18 - waiting for additional information
22307 Broken Twig
(New single family residence)
DR PL2017-213 MN Pete Volbeda Second incomplete letter sent 9/27/2018 – waiting for additional
information
1607 Derringer
(Addition and remodel to single family
residence)
DR PL2018-157 NTE Incomplete letter sent 9/27/2018 – waiting for additional information
205 S. Diamond Bar Blvd.
(Monument sign)
MCUP PL2018-113 MN Under review
750 N. Diamond Bar Blvd.
(Convert to medical office)
CUP PL2017-139 MN Howard Zelefsky Third incomplete letter sent 11/14/18 - waiting for additional information
1111 N. Diamond Bar Blvd.
(New Single family residence
GPA/ZC/DR PL2015-253 GL JWL Associates Fifth incomplete letter sent 5/29/18 - waiting for additional information
1139 S. Diamond Bar Blvd.
(Façade remodel and interior subdivision
of space)
DR PL2018-51 NTE Jack Wu Incomplete letter sent 4/26/18 – waiting for additional information
233 Gentle Springs
(Alcohol sales)
MCUP PL2018-222 IF Incomplete letter sent 12/19/18 - waiting for addition information
21044 Golden Springs #D-4
(Learning Center)
CUP PL2018-242 NTE Under review
2432 Indian Creek
(New single family residence)
DR PL2018-226 MN Incomplete letter sent 12/18/18 - waiting for addition information
10.1
Packet Pg. 147
Project Status Report CITY OF DIAMOND BAR Page 2
January 22, 2019 COMMUNITY DEVELOPMENT DEPARTMENT
PENDING ITEMS (continued)
Property Location File # AP Applicant Status
22528 and 22532 Lazy Meadow Dr.
(New single family residence)
DR PL2018-186 MN Second incomplete letter sent 1/9/19 – waiting for addition information
22609 Mountain Laurel
(Addition to single family residence)
DR PL2017-98 MN Archie Jiang Second Incomplete letter sent 6/18/18 – waiting for additional information
23135 Ridge Line Rd.
(New single family residence)
DR PL2018-233 MN Incomplete letter sent 1/8/19 - Incomplete letter sent 12/18/18 - waiting
for addition information
23331 Ridge Line Rd.
(Addition to single family residence)
DR PL2017-138 NTE Tuan Tran Under review
23440 Ridge Line Rd.
(Addition to single family residence)
DR PL2018-221 NTE Incomplete letter sent 12/13/18 - waiting for addition information
24030 Shotgun
(New single family residence)
DR PL2016-195 NTE Pete Volbeda Fourth incomplete letter sent 3/14/18 – waiting for additional information
Various locations in public right-of-way
(wireless facilities)
CUP PL2017-69 MN Anthony Serpa Second incomplete letter sent 2/28/18 - waiting for additional information
10.1
Packet Pg. 148
MEMORANDUM
TO: Members of the Planning Commission
! Ii
DMMOND BAR
COMMUNITY DEVELOPMENT DEPARTMENT
FROM: Stella Marquez, Administrative Coordinator
DATE: April 9, 2019
SUBJECT: Agenda Item No. 10.1 — Project Status Report
Dear Commissioners:
Inadvertently, we provided you in your agenda packet the wrong Project Status Report.
Attached is the corrected Project Status Report dated April 9, 2019.
We apologize for our error.
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CITY OF DIAMOND BAR
NOTICE OF PUBLIC MEETING
AND AFFIDAVIT OF POSTING
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
CITY OF DIAMOND BAR
I, Stella Marquez, declare as follows:
On April 9, 2019, the Diamond Bar Planning Commission will hold a Regular
Meeting at 6:30 p.m. at City Hall, Windmill Community Room, 21810 Copley Drive,
Diamond Bar, California.
I am employed by the City of Diamond Bar. On April 5, 2019, a copy of the
Planning Commission Agenda was posted at the following locations:
South Coast Quality Management
District Auditorium
21865 East Copley Drive
Diamond Bar, CA 91765
Diamond Bar Library
21800 Copley Drive
Diamond Bar, CA 91765
Heritage Park
2900 Brea Canyon Road
Diamond Bar, CA 91765
City of Diamond Barr City Hall
21810 Copley Drive
Diamond Bar. CA 91765
I declare under penalty of perjury that the foregoing is true and correct.
Executed on April 9, 2019, at Diamond Bar, California.
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Stella Marquez /
Community Develop T5f Dept.
CDA7.stellaWfidavitposting. doe