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HomeMy WebLinkAbout02-13-2024PLANNING COMMISSION AGENDA Tuesday, February 13, 2024 6:30 PM Diamond Bar City Hall — Windmill Community Room 21810 Copley Drive, Diamond Bar, CA 91765 PUBLIC ADVISORY: Members of the public are encouraged to participate and address the Planning Commission during the public comment portion of the meeting either in person or via teleconference. CHAIR VICE CHAIR COMMISSIONER COMMISSIONER COMMISSIONER WILLIAM RAWLINGS RUBEN TORRES NAILA BARLAS MAHENDRA GARG RAYMOND WOLFE How to Observe the Meeting From Home: Members of the public can observe the meeting by calling 1 (562) 247-8321, Access Code: 639-240-222 or visiting https://attendee.gotowebinar.com/register/6642327201847628117. How to Submit Public Comment: Please note that the meeting will proceed at the Windmill Conference Room should comments by teleconferencing become infeasible due to an Internet or power outage, or due to technical problems outside the City's control. If you wish to make certain that your comments are heard, please attend the meeting in person or send an email by 4:00 p.m. on the day of the meeting/hearing The public may provide public comment by attending the meeting in person, by sending an email, or by logging into the teleconference. Please send email public comments to Planning@DiamondBarCA.gov by 4:00 p.m. on the day of the meeting and indicate in the Subject Line "FOR PUBLIC COMMENT." Written comments will be distributed to the Planning Commission members and read into the record at the meeting, up to a maximum of five minutes. Members of the public will be called upon one at a time during the Public Comment portion of the agenda. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. American Disability Act Accommodations: Pursuant to the Executive Order, and in compliance with the Americans with Disabilities Act, if you need special assistance to participate in the Planning Commission Meeting, please contact the Community Development Office (909) 839-7030 within 72 hours of the meeting. Commission recordings will be available upon request the day following the Planning Commission Meeting. City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT Members of the public may address the Planning Commission on any item of business on the agenda during the time the item is taken up by the Planning Commission. In addition, members of the public may, during the Public Comment period address the Planning Commission on any Consent Calendar item or any matter not on the agenda and within the Planning Commission's subject matter jurisdiction. Any material to be submitted to the Planning Commission at the meeting should be submitted through the Minutes Secretary. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. The Chairperson may adjust this time limit depending on the number of people wishing to speak, the complexity of the matter, the length of the agenda, the hour and any other relevant consideration. Speakers may address the Planning Commission only once on an agenda item, except during public hearings, when the applicant/appellant may be afforded a rebuttal. Public comments must be directed to the Planning Commission. Behavior that disrupts the orderly conduct of the meeting may result in the speaker being removed from the meeting. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE PLANNING COMMISSION Agendas for regular Planning Commission meetings are available 72 hours prior to the meeting and are posted in the City's regular posting locations and on the City's website at www.diamondbarca.gov. The Planning Commission may take action on any item listed on the agenda. 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 upon request. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Planning Commission, Recordings of Meetings (909) 839-7030 Email: info(a-_)diamondbarca.gov Website: www.diamondbarca.aov The City of Diamond Bar thanks you in advance for taking all precautions to prevent spreading the COVID-19 virus. CITY OF DIAMOND BAR PLANNING COMMISSION February 13, 2024 ►IT Next Resolution No. 2024-02 CALL TO ORDER: 6:30 p.m. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Barlas, Garg, Wolfe, Vice Chair Torres, Chair Rawlings 2. APPROVAL OF AGENDA: Chair 3. PUBLIC COMMENTS: "Public Comments" is the time reserved on each regular meeting agenda to provide an opportunity for members of the public to directly address the Planning Commission on consent calendar items or other matters of interest not on the agenda that are within the subject matter jurisdiction of the Planning Commission. Although the Planning Commission values your comments, pursuant to the Brown Act, members of the Planning Commission or staff may briefly respond to public comments if necessary, but no extended discussion and no action on such matters may take place. There is a five-minute maximum time limit when addressing the Planning Commission. Please complete a speaker card and hand it to the Minutes Secretary (completion of this form is voluntary). The Planning Commission will call on in -person speakers first and then teleconference callers, one at a time to give their name and if there is an agenda item number they wish to speak on before providing their comment. If you wish to speak on a public hearing item or Planning Commission consideration item, you will then be called upon to speak at that point in the agenda. 4. 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 Planning Commission only: 4.1 Minutes of the Planning Commission Regular Meeting — August 22, 2023. 4.2 Minutes of the Planning Commission Regular Meeting — January 23, 2024. 5. OLD BUSINESS: None. FEBRUARY 13, 2024 PAGE 2 PLANNING COMMISSION 91 7. NEW BUSINESS: None. PUBLIC HEARING(S): 7.1 Development Review and Tree Permit No. PL2023-53 - Under the authority of DBCC Sections 22.38 and 22.48, the applicant and property owners are requesting Development Review approval to demolish an existing 3,888 square -foot residence and construct a new 4,662 square - foot, two-story, single-family residence with a 726 square -foot attached garage, 263 square feet of balcony area, 1,000 square -foot accessory dwelling unit with 60 square -foot porch, swimming pool and rear yard improvements on a 1.3 gross acre lot. A Tree Permit is also requested to remove three (3) protected California black walnut trees and replace with nine (9) coast live oak trees on site. The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 2330 Indian Creek Road Diamond Bar, CA 91765 PROPERTY OWNER: Joy Pingwei Pan and Jianmei Wang 2375 Vineyard Street Upland, CA 91786 APPLICANT: Michael Wang 2636 Corralitas Drive Los Angeles, CA 90039 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) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. RECOMMENDATION: Staff recommends that the Planning Commission approve Development Review and Tree Permit No. PL2023-53 based on the findings of fact, and subject to the conditions of approval as listed within the draft resolution. 7.2 Development Review No. PL2023-66 - Under the authority of DBCC Section 22.48, the applicant and property owner are requesting Development Review approval to add 1,646 square feet of first and second floor living area, and 92 square feet of balcony space to an existing 1,884 square -foot, two-story, single-family residence on a 9,305 gross square -foot lot. The subject property is zoned Low Density Residential (RL) with an underlying General Plan land use designation of Low Density Residential. FEBRUARY 13, 2024 PAGE 3 PLANNING COMMISSION PROJECT ADDRESS PROPERTY OWNER 915 Pantera Drive Diamond Bar, CA 91765 Luc Le 915 Pantera Drive Diamond Bar, CA 91765 APPLICANT: Walt Patroske 2132 S. Grove Avenue, Unit F Ontario, CA 91761 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. Therefore, no further environmental review is required. RECOMMENDATION: Staff recommends that the Planning Commission approve Development Review No. PL2023-66 based on the findings of fact, and subject to the conditions of approval as listed within the draft resolution. 8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9. STAFF COMMENTS / INFORMATIONAL ITEMS: 10. SCHEDULE OF FUTURE EVENTS: PRESIDENTS' DAY HOLIDAY: Monday, February 19, 2024 In recognition of the holiday, City offices will be closed. City offices will re -open Tuesday, February 20, 2024. CITY COUNCIL MEETING: Tuesday, February 20, 2024, 6:30 pm South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA FEBRUARY 13, 2024 PAGE 4 PLANNING COMMISSION PLANNING COMMISSION Tuesday, February 27, 2024 MEETING: CANCELLED (Windmill Room will be used as a Primary Election voting center from February 24, 2024, through March 5, 2024.) CITY COUNCIL MEETING: Tuesday, March 5, 2024, 6:30 pm South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA PLANNING COMMISSION Tuesday, March 12, 2024, 6:30 pm MEETING: Windmill Community Room Diamond Bar City Hall 21801 Copley Drive CITY COUNCIL MEETING: Tuesday, March 19, 2024, 6:30 pm South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA PLANNING COMMISSION Tuesday, March 26, 2024, 6:30 pm MEETING: Windmill Community Room Diamond Bar City Hall 21801 Copley Drive 11. ADJOURNMENT 4.1 MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION AUGUST 22, 2023 CALL TO ORDER: Chair/Rawlings called the meeting to order at 6:30 p.m. in the City Hall Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: Vice Chair Torres led the Pledge of Allegiance. ROLL CALL: Commissioners Naila Barlas, Mahendra Garg, Raymond Wolfe, Vice Chair Ruben Torres, and Chair/William Rawlings Staff Present: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney; Grace Lee, Planning Manager; May Nakajima, Senior Planner; Stella Marquez, Administrative Coordinator. 2. APPROVAL OF AGENDA: As Submitted. 3. PUBLIC COMMENTS: None Offered. 4. CONSENT CALENDAR: 4.1 Minutes of the May 23, 2023, Regular Planning Commission Meeting. C/Wolfe moved, C/Garg seconded, to approve the Minutes of the May 23, 2023, Regular Planning Commission meeting. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Garg, Wolfe, VC/Torres, Chair/Rawlings NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: Barlas ABSENT: COMMISSIONERS: None 4.2 Minutes of the Planning Commission Regular June 13, 2023, Meeting. C/Wolfe moved, C/Barlas seconded, to approve the Minutes of the June 13, 2023, Regular Planning Commission meeting. Motion carried by the following Roll Call vote: Packet Pg. 7 4.1 AUGUST 22, 2023 AYES: NOES: ABSENT: 5. OLD BUSINESS: 91 7. NEW BUSINESS: 2 COMMISSIONERS COMMISSIONERS COMMISSIONERS None None PUBLIC HEARING(S): PLANNING COMMISSION Barlas, Garg, Wolfe, VC/Torres, Chair/Rawlings None None 7.1 Conditional Use Permit No. PL2023-32 — Under the authority of Diamond Bar City Code Section 22.58, the property owner and applicant requested a Conditional Use Permit to operate a Pilates fitness studio at a 1,322 square - foot lease space at Diamond Hills Plaza, a 203,167 square -foot multi -tenant shopping center. The subject property is zoned Community Commercial (C- 2) with an underlying General Plan land use designation of General Commercial. W0011x"r_1979]C *V PROPERTY OWNER 21349 Cold Springs Lane Diamond Bar, CA 91765 ROIC Diamond Hills Plaza, LLC 11250 El Camino Real, Suite 200 San Diego, CA 92130 APPLICANT: Roger Chan for Almond Health, LLC 12965 Beach Boulevard Stanton, CA 90680 SP/Nakajima presented staff's report and recommended Planning Commission approval of Conditional Use Permit No. PL2023-32, based on the Findings of Fact, and subject to the Conditions of Approval as listed within the Resolution. Chair/Rawlings opened the public hearing. Roger Chan, franchisee, thanked the Planning Commission for their consideration and said he looked forward to being in Diamond Bar. Chair/Rawlings closed the public hearing. Packet Pg. 8 4.1 AUGUST 22, 2023 3 PLANNING COMMISSION C/Barlas moved, C/Garg seconded, to approve Conditional Use Permit No. PL2023-32, based on the Findings of Fact and subject to the Conditions of Approval as listed within the Resolution. Motion carried 5-0 by the following Roll Call vote: AYES: COMMISSIONERS NOES: COMMISSIONERS ABSENT: COMMISSIONERS Barlas, Garg, Wolfe, VC/Torres, Chair/Rawlings None None 8. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: There were no comments offered. 9. STAFF COMMENTS/INFORMATIONAL ITEMS: CDD/Gubman reported that no items were slated for the September 12t" meeting and wished everyone a Happy Labor Day. As noted in the agenda. ADJOURNMENT: With no further business before the Planning Commission, Chair/Rawlings adjourned the Regular Planning Commission meeting at 6.41 p.m. The foregoing minutes are hereby approved this day of 2023. William Rawlings, Chair Attest: Respectfully Submitted, Greg Gubman, Community Development Director Packet Pg. 9 4.2 MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION JANUARY 23, 2024 CALL TO ORDER: Vice Chair/Torres called the meeting to order at 6:30 p.m. in the City Hall Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: C/Wolfe led the Pledge of Allegiance. ROLL CALL: Commissioners Naila Barlas, Mahendra Garg, Raymond Wolfe, and Vice Chair Ruben Torres ABSENT: Chair William Rawlings STAFF PRESENT: Greg Gubman, Community Development Director (telephonically); James Eggart, Assistant City Attorney; Grace Lee, Planning Manager; Dat Tran, Associate Planner; and Stella Marquez, Administrative Coordinator 2. APPROVAL OF AGENDA: As Submitted. K3 4 5 DI CONSENT CALENDAR: 4.1 Minutes of the October 24, 2023, Regular Planning Commission Meeting. C/Wolfe moved, C/Barlas seconded, to approve the Minutes of the October 24, 2023, Regular Planning Commission meeting. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Torres NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: Chair Rawlings OLD BUSINESS: None NEW BUSINESS: None Packet Pg. 10 4.2 JANUARY 23, 2024 7 0 0 PUBLIC HEARING(S): PLANNING COMMISSION 7.1 Conditional Use Permit No. PL2023-60 — Under the authority of DBCC Section 22.58, the property owner and applicant are requesting a Conditional Use Permit to operate a dance studio within a 1,242 square -foot tenant suite at Towne Centre Village, a 78,651 square -foot, multi -tenant shopping center. The subject property is zoned Regional Commercial (C-3) with an underlying General Plan land use designation of General Commercial. PROJECT ADDRESS PROPERTY OWNER 1137 Grand Avenue Diamond Bar, CA 91765 Diamond Bar Grand, LLC 2727 West Coast Highway Newport Beach, CA 92663 APPLICANT: Angelica Gacutan-Viloria for Kapiliwaiokeao 1120 Bahia Court, Apt A Ontario, CA 91762 AP/Tran presented staff's report and recommended Planning Commission approval of Conditional Use Permit No. PL2023-60, based on the Findings of Fact, and subject to the Conditions of Approval as listed within the Resolution. Vice Chair/Torres opened the public hearing. With no one requesting to speak, Vice Chair/Torres closed the public hearing. C/Wolfe moved, C/Garg seconded, to approve Conditional Use Permit No. PL2023-60, based on the Findings of Fact and subject to the Conditions of Approval as listed within the Resolution. Motion carried 4-0 by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Torres, NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: Chair/Rawlings PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: There were no comments offered. STAFF COMMENTS/INFORMATIONAL ITEMS: Senior Planner/Lee reported there is one item scheduled for the February 13, 2024, Packet Pg. 11 4.2 JANUARY 23, 2024 meeting, a remodel to a home at 915 Pantera Drive. 10. SCHEDULE OF FUTURE EVENTS: As noted in the agenda. PLANNING COMMISSION ADJOURNMENT: With no further business before the Planning Commission, Vice Chair/Torres adjourned the Regular Planning Commission meeting at 6:44 p.m. The foregoing minutes are hereby approved this day of 2024. Ruben Torres, Vice Chair Attest: Respectfully Submitted, Greg Gubman, Community Development Director Packet Pg. 12 7.1 PLANNING COMMISSION AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION ZONING DISTRICT: PROPERTY OWNER: APPLICANT: SUMMARY: 7.1 February 13, 2024 Development Review and Tree Permit No. PL2023-53 2330 Indian Creek Road Diamond Bar, CA 91765 (APN 8713-037-001) Rural Residential (RR) Rural Residential (RR) Joy Pingwei Pan and Jianmei Wang 2375 Vineyard Street Upland, CA 91786 Michael Wang 2636 Corralitas Drive Los Angeles, CA 90039 The applicant is requesting approval of a Development Review (DR) application to demolish an existing 3,888 square -foot residence and construct a new 4,662 square - foot, two-story, single-family residence with a 726 square -foot attached garage, 263 square feet of balcony area, a 1,000 square -foot accessory dwelling unit (ADU) with a 60 square -foot porch, a swimming pool and rear yard improvements on a 1.3 gross acre lot. A Tree Permit (TP) is also requested to remove three protected California black walnut trees and replace them with nine coast live oak trees on site. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review and Tree Permit No. PL2023-53, based on the findings of Diamond Bar City Code (DBCC) Sections 22.48 and 22.38, subject to conditions. Packet Pg. 13 7.1 M_[43:(iZT611101113 The project site is located in the Diamond Bar Country Estates (The Country), on the southwest corner of Indian Creek Road and Clear Creek Lane. The property was developed in 1977 under Los Angeles County standards with a 3,888 square -foot, single-family residence and garage. An arborist report prepared for this project (Trees and Design, December 11, 2023) identified seven protected trees and 13 unprotected trees on the property. The proposed project was approved by the Diamond Bar Country Estates Architectural Committee on November 7, 2023. The property is legally described as Lot 70 of Tract No. 23483, and the Assessor's Parcel Number (APN) is 8713-037-001. Site and Surrounding General Plan, Zoning and Land Uses The image below highlights the subject property: x f 8' Y RR RR x �1 Project Locaflan s~ P. r r A RR T� _ N Or Site (Plan View) Aerial Development Review and Tree Permit No. PL2023-53 Page 2 of 11 Packet Pg. 14 7.1 Proiect Site Adjacent Property to the West The following table summarizes the land use status of the subject property and its surroundings: DesignationGeneral Plan District Site Rural Residential RR Single -Family Residential North Rural Residential RR Single -Family Residential South East Rural Residential Rural Residential RR RR Single -Family Residential Single -Family Residential West Rural Residential RR Single -Family Residential Development Review and Tree Permit No. PL2023-53 Page 3 of 11 Packet Pg. 15 7.1 Project Description .qitP Plan As stated, the property's gross lot area is 58,370 square feet (1.3 acres), which includes a 32-foot wide private street easement along the frontages of Indian Creek Road and Clear Creek Lane. The parcel is a generally square -shaped with a net buildable area (i.e., minus the private street easement and restricted use area at the southwest corner of the property) of 36,160 square feet (0.8 acres). The parcel is a hillside property with a descending slope at 24 percent that starts from the private street easement to the rear property line. The proposed house is situated towards the north side of the lot, 30'-2" from the edge of the private street easement line along Indian Creek Road and 15 feet from the edge of the private street easement line along Clear Creek Lane. The entrance to the residence faces Indian Creek Road and a circular driveway provides access to a three -car garage. A detached 1,000 square -foot ADU with 60 square -foot porch is proposed to the west side of the main residence. Rear yard improvements such as a pool, spa, and fire pit are also proposed in the rear yard. There are seven protected trees on the property. Three are proposed for removal, as further discussed under the "Tree Permit" section below. Grading Plan The applicant is proposing to cut 884 cubic yards of soil and fill 493 cubic yards of soil throughout the property to expand the existing building pad. Therefore, 391 cubic yards would have to be exported from the site. The applicant is proposing two retaining walls, with a maximum height of four feet, at the rear of the property to support fills below the natural grade to expand the buildable pad for the house. All exposed portions of the proposed retaining walls will have a decorative finish, with the use of split -faced block, stone, or painted stucco to match the house. Architecture The architectural style of the residence is a modern design introducing a coordinated palette of exterior finish materials, roof lines, and architectural projections. The project is designed to have a variety of elements to reflect the architectural style, including the following design features: flat roof, dark -colored shiplap siding, aluminum windows with black trim, sliding glass patio doors and glass railings, wood screen and a sectional wood garage door in a cedar finish. The use of a simple color scheme and quality materials enhances the minimalist style. Additionally, the design includes balcony/patio areas for the main residence and ADU. Development Review and Tree Permit No. PL2023-53 Page 4 of 11 Packet Pg. 16 7.1 Front Elevation The proposed two -level house's floor plan is comprised of the following components: • First Floor — Garage, common areas (foyer, great room, kitchen with wok, dining room), gym, study room, two powder rooms, laundry room and one bedroom with a bathroom and walk-in closets. The ADU includes a living/dining room, kitchen, two bedrooms and two bathrooms. • Second Floor — Master suite with a bathroom and walk-in closet, two bedrooms, one bathroom, and a family room. • Patio/balcony areas totaling 323 square feet are proposed throughout the two levels of the residence as well as the ADU. The floor area distribution is summarized below: PROJECT SUMMARY (sauare footaael Living Area 5,662 o First Floor 2,969 o Second Floor 1,693 o ADU 1,000 Non -Livable Area 1,049 o Garage 726 o Balconies 263 o ADU Porch 60 TOTAL FLOOR AREA 6,711 The height of the building is 24 feet, measured from the finished grade to the highest point of the roofline. Landscaae Plan A total of five unprotected trees and three protected California black walnut trees are proposed for removal. The California black walnut trees will be replaced at a 3:1 ratio and a condition of approval is included in the attached Resolution requiring the planting of nine coast live oak trees. The Tree Permit section below provides further analysis on the removal of trees and appropriate mitigation. All other trees will be replaced at a Development Review and Tree Permit No. PL2023-53 Page 5 of 11 Packet Pg. 17 7.1 1:1 ratio. The applicant is proposing a variety of trees to be planted throughout the property, including two 24-inch box jacarandas, one 24-inch box blue palo verde, and seven 15-gallon fruit trees in the front, side and rear yards. A total of 19 trees will be planted to replace the eight trees proposed for removal. At project completion, there will be a total of 31 trees onsite (19 replacement trees and 12 existing trees). 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 consists 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 submitted for review and approval by the Fire Department during building plan check. ANALYSIS: Review Authority The proposed project requires Planning Commission review and approval of two entitlement applications: Development Review (DR) and a Tree Permit (TP). The analysis that follows provides the basis for staff's recommendation to approve the DR and TP applications. Development Review (DBCC Chapter 22.48) New construction of a single-family home requires 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 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. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Development Review and Tree Permit No. PL2023-53 Page 6 of 11 Packet Pg. 18 7.1 • • • 30 feet 30 feet Yes 15 feet on one side, • ' 15' — east side Yes 10 feet on the other 12' — west side .. • 25 feet 148 feet — south side Yes 77'-10" —west side • • 25 feet 25 feet Yes • Maximum of 30% 11 % Yes • 35 feet 24 feet Yes • 2-car garage 3-car garage Yes • 4-foot exposed 4-foot exposed Yes (supporting fill) (supporting fill) Tree Permit (DBCC Section 22.38.110) A Tree Permit is required when the removal or protection of a protected tree is requested. A protected tree is any of the following: • Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater, and located on parcels larger than one-half acre in area; • Trees of significant historical or value as designated by the City Council; • Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; • Any tree required to be planted as a condition of approval for a discretionary permit; or • A stand of trees, the nature of which makes each tree dependent upon the others for survival. Trees that are so damaged, diseased or in danger of falling (as verified by an arborist) that cannot be effectively preserved, or its presence is a threat to other protected trees or existing or proposed structures are exempted from being replaced at a three to one (3:1) ratio. The applicant submitted a tree report prepared by a licensed arborist (Trees and Design) dated December 11, 2023. There are seven California black walnut trees that are considered protected with a DBH that ranges between 12 and 39 inches. Four Development Review and Tree Permit No. PL2023-53 Page 7 of 11 Packet Pg. 19 7.1 protected trees will remain on the property with the exception of three that are in fair condition. The arborist recommended removal of these trees as it will impact grading activities. Protected trees will be replaced at a 3:1 ratio with nine coast live oak trees, which is the required amount of mitigation trees to be planted. Due to the scarcity of California black walnuts in local inventories, it is recommended that coast live oak trees be used as mitigation trees. Therefore, nine 5-gallon coast live oak trees will be planted towards the rear of the property. The arborist recommends that mitigation trees are planted at five gallon each, due to the quantity and the survivability of smaller container stock of native species. Furthermore, the arborist recommends that mitigation trees be planted only in winter months between November and March to take advantage of the natural rain season and recommends specific irrigation methods during the summer and fall months. These measures are included as conditions in the attached resolution. The four California black walnut trees to remain will be retained and protected in place with protective, chain -link fencing to be installed prior to construction activities. For work close to the protected zone, protective measures shall include, but are not limited to the following: • Tree protection fencing will be a minimum of five feet high and located five feet from the drip line of the trees. • Fencing will be of a flexible configuration or chain link, supported by vertical posts at a maximum of ten -foot intervals to keep the fencing upright and in place. • 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. These protective measures are included as conditions in the attached resolution. Development Review and Tree Permit No. PL2023-53 Page 8 of 11 Packet Pg. 20 7.1 2f': 7iT . �•'�f � - may.= 1 0 r =.�•-�}fir+�n Fl•_n -- \ \ � rib- LTATU!r: i Location of Trees C L E h CIN L A' i E LE r Et Legend 0 Protected trees to remain 0 Protected trees to he removed Mitigation trees Protective fencing Compliance with Hillside Management Ordinance (DBCC 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- 0 The maximum building height is 24 feet, where 35 feet is allowed; • Architectural treatment is provided on all sides of the building with varying setbacks and projections-, and • All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet. 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. Development Review and Tree Permit No. PL2023-53 Page 9 of 11 Packet Pg. 21 7.1 Compatibility with Neighborhood The proposed house will be located on an existing flat pad but will be extended for a larger building footprint and rear yard improvements. The new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. The property to the west will continue to have views from the rear yard to the south. The property to the south will continue to have views to the southwest. The property across the street to the north will continue to have views to the north. The proposed house 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. The scale and proportions of the proposed home 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 project incorporates the principles of the City's Residential Design Guidelines as follows: • The new single-family residence will conform to all development standards, including building height, lot coverage 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; • The proposed new single-family residence is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; 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. 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 February 2, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on February 2, 2024. A notice display board was Development Review and Tree Permit No. PL2023-53 Page 10 of 11 Packet Pg. 22 7.1 posted at the site, and a copy of the notice was posted at the City's designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. 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 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. PREPARED BY: �IayhuKdNrkajima, ssi ciat tanner 211312024 0ATlI ATM=1oil cif 11 Af-AAA ZIA zoj f 611cle'a d�mw Grf e Lee, genior Planner 1 /30/2024 Gr C bma ommuni Development Director 1/3112024 Attachments: A. Draft Resolution No. 2024-XX, Standard Conditions of Approval B. Site Plan, Floor Plan, Elevation, Roof Plan, Conceptual Landscape Plan, Grading Plan C. Color and Material Board D. Arborist Report Dated December 11, 2023 Development Review and Tree Permit No. PL2023-53 Page 11 of 11 Packet Pg. 23 7.1.a PLANNING COMMISSION RESOLUTION NO. 2024-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2023-53 TO DEMOLISH AN EXISTING RESIDENCE AND CONSTRUCT A NEW 4,662 SQUARE -FOOT, TWO-STORY, SINGLE-FAMILY RESIDENCE WITH A 726 SQUARE -FOOT ATTACHED GARAGE, 263 SQUARE FEET OF BALCONY AREA, 1,000 SQUARE -FOOT ACCESSORY DWELLING UNIT WITH A 60 SQUARE -FOOT PORCH, SWIMMING POOL AND REAR YARD IMPROVEMENTS ON A 1.3 GROSS ACRE (58,370 GROSS SQUARE -FOOT) LOT LOCATED AT 2330 INDIAN CREEK ROAD, DIAMOND BAR, CA 91765 (APN 8713-037-001). A TREE PERMIT IS ALSO REQUESTED TO REMOVE THREE PROTECTED CALIFORNIA BLACK WALNUT TREES AND REPLACE WITH NINE COAST LIVE OAK TREES ON SITE. A. RECITALS The property owners, Joy Pingwei Pan and Jianmei Wang, and applicant, Michael Wang, have filed an application for Development Review and Tree Permit No. PL2023-53 for a property located at 2330 Indian Creek Road, Diamond Bar, County of Los Angeles, California. 2. The following approvals are requested from the Planning Commission: (a) Development Review to demolish an existing residence and construct a new 4,662 square -foot, two-story, single-family residence with a 726 square -foot attached garage, 263 square feet of balcony area, 1,000 square -foot accessory dwelling unit (ADU) with 60 square -foot porch, swimming pool and rear yard improvements. (b) Tree Permit to remove three protected California black walnut trees and replace with nine coast live oak trees on site. Hereinafter in this Resolution, the subject Development Review and Tree Permit shall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 58,370 gross square feet (1.3 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 4. The legal description of the subject property is Lot 70 of Tract No. 23483, and the Assessor's Parcel Number (APN) is 8713-037-001. 5. On February 2, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the Project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on February 2, 2024. Packet Pg. 24 7.1.a Also, public notices were posted at the project site and the City's designated community posting sites. 6. On February 13, 2024, 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: 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 Environmental Quality Act (CEQA) pursuant to the provisions of Article 19 Section 15303(a) (construction of a new single-family residence) 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 City Code (DBCC) Sections 22.48 and 22.38, this Planning Commission hereby finds as follows: Development Review Findings (DBCC Section 22.48.040) 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 of the Project is consistent with the applicable elements of the City's General Plan, City Design Guidelines and development standards. The City's General Plan Policy LU-P-56 requires that development on privately - owned, residentially designated land in hillside areas shall be compatible with the surrounding natural areas promoting design principles such as minimizing grading, preserving existing vistas, incorporate site and architectural design that is sensitive to the hillsides, and require fuel modification. To minimize grading, the new residence is proposed on an existing buildable pad which will be expanded to comply with the minimum rear yard setback. All exposed portions of retaining walls will have a decorative finish, with the use of split - faced block or painted stucco to match the house as to not detract from the hillside. The Project will also be required to implement fuel modification. 2 Packet Pg. 25 7.1.a A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement. Additionally, the design includes balcony/patio areas throughout the two levels of the home. All elevations are architecturally treated and strongly articulated through projections along the visible fagade [City's Design Guidelines B. Architecture (3)]. The Project complies with all development standards of the Rural Residential zoning district by complying with all development standards such as required setbacks, building height, and lot coverage. 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 developments, and will not create traffic or pedestrian hazards; The proposed single-family house 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. The new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. The property to the west will continue to have views from the rear yard to the south. The property to the south will continue to have views to the southwest. The property across the street to the north will continue to have views to the north. The proposed single-family house 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 City's General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City's General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The City's Design Guidelines Architecture (1) requires compatibility with the surrounding character including harmonious building style, form, size, color, material and roofline. 3 Packet Pg. 26 7.1.a The scale and proportions of the proposed residence are well balanced and appropriate for the 1.3 gross -acre site. The modern architectural style is compatible with other homes in the neighborhood since the architecture in The Country is eclectic, and includes a variety of architectural designs. The Project minimizes negative impacts on surrounding uses since the house will not block existing views from adjacent properties. In sum, the Project 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 applicant is proposing a modern design introducing a coordinated palette of new exterior finish materials, roof lines, and architectural projections. The project is designed to have a variety of elements to reflect the architectural style, including the following design features: flat roof, dark -colored shiplap siding, aluminum windows with black trim, sliding glass patio doors and glass railings, wood screen and a sectional wood garage door in a cedar finish. Through the use of a simple color scheme and quality materials that have texture and color, the proposed residence will not be intrusive to neighboring homes. 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 proposed home 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; and 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) (construction of a new single-family residence) of the CEQA Guidelines. 0 Packet Pg. 27 7.1.a Tree Permit Finding (DBCC Section 22.38.110) 1. Preservation of the tree is not feasible and would compromise the property owner's reasonable use and enjoyment of property or surrounding land and appropriate mitigation measures will be implemented in compliance with DBCC Section 22.38.130 (Tree replacement/relocation standards) below. The applicant submitted a tree report prepared by a licensed arborist (Trees and Design) dated December 11, 2023. There are seven California black walnut trees that are considered protected with a DBH that ranges between 12 and 39 inches. Four protected trees will remain on the property with the exception of three that are in fair condition. The arborist recommended removal of these trees as it will impact grading activities. Protected trees will be replaced at a 3:1 ratio with nine coast live oak trees, which is the required amount of mitigation trees to be planted. Due to the scarcity of California black walnuts in local inventories, it is recommended that coast live oak trees be used as mitigation trees. Therefore, nine 5-gallon coast live oak trees will be planted towards the rear of the property. The arborist recommends that mitigation trees are planted at five gallon each, due to the quantity and the survivability of smaller container stock of native species. The planting of nine new protected species will provide sufficient replacement of the natural landscape. Trees to remain will be retained and protected in place with protective, chain - link fencing to be installed prior to construction activities. These protective measures are included as conditions below. 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 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 5 Packet Pg. 28 7.1.a 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. All work conducted close to the protected zone of the protected oak trees shall be performed within the presence of a qualified arborist. A 48-hour notice shall be provided to the arborist and the Planning Division prior to the planned start of work. 6. Replacement trees shall be planted on site and shall be subject to a minimum of three years of maintenance and monitoring to ensure their successful establishment. Any trees lost or observed to be in poor or declining health within the three-year establishment period shall be replaced at a minimum ratio of 1:1 (non -protected trees) and 3:1 (protected trees). After all trees have been established, all temporary irrigation systems (i.e., those outside of project landscaping and Fuel Modification Zones) shall be removed. 7. Landscaping within Fuel Modification Zones shall be limited to locally native plant species. 8. Prior to final inspection, the Applicant, Owner or construction manager shall contact the Planning Division to verify that replacement trees are planted only during winter months between November and March to take advantage of the natural rain season. If construction is completed between April and October, a refundable landscape deposit in the amount of $5,000 shall be submitted to the Planning Division to ensure replacement trees are planted the following winter. 9. During the summer and fall months, trees shall be irrigated to mimic natural rainfall patterns. One irrigation cycle shall be used long enough to thoroughly soak the root zones down to 36 inches below grade. The contractor shall not over water and shall space waterings weekly, or until the root zone is allowed to dry out. A soil probe shall be used prior to irrigation cycles to verify the root zone is properly dried out. 10. On the landscape plans submitted during plan check, replace the jacaranda trees with a non-invasive species. Packet Pg. 29 7.1.a 11. 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 owners, Joy Pingwei Pan and Jianmei Wang, 2375 Vineyard Street, Upland, CA 91786 and applicant, Michael Wang, 2636 Corralitas Drive, Los Angeles, CA 90039. APPROVED AND ADOPTED THIS 13TH DAY OF FEBRUARY 2024, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. go William Rawlings, 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 13th day of February 2024, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 7 Packet Pg. 30 7.1.a f'7`Y COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review and Tree Permit No. PL2023-53 SUBJECT: To demolish an existing residence and construct a new 4,662 square -foot, two-story, single-family residence with a 726 square - foot attached garage, 263 square feet of balcony area, 1,000 square -foot accessory dwelling unit with 60 square -foot porch, swimming pool and rear yard improvements. A Tree Permit (TP) is also requested to remove three (3) protected California black walnut trees and replace with nine (9) coast live oak trees on site. PROPERTY Joy Pingwei Pan and Jianmei Wang, 2375 Vineyard Street, OWNERS: Upland, CA 91786 APPLICANT: Michael Wang, 2636 Corralitas Drive, Los Angeles, CA 90039 LOCATION: 2330 Indian Creek Road, 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 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 and Tree Permit No. PL2023-53 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. PC Resolution No. 2024-XX Packet Pg. 31 7.1.a (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 and Tree Permit No. PL2023-53, 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.2024-XX, Standard Conditions, and all conditions of approval 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, 9 PC Resolution No. 2024-XX Packet Pg. 32 7.1.a 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 Saturdays, 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 City 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, and Public Works Department) 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 and Tree Permit No. PL2023-53 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar City Code (DBCC) Section 22.66.050 (b)(1). In accordance with DBCC Section 22.60.050(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. 10 PC Resolution No. 2024-XX Packet Pg. 33 7.1.a D. SITE DEVELOPMENT 1. This approval is to demolish an existing residence and construct a new 4,662 square -foot, two-story, single-family residence with a 726 square - foot attached garage, 263 square feet of balcony area, 1,000 square - foot accessory dwelling unit (ADU) with 60 square -foot porch, swimming pool and rear yard improvements at 2330 Indian Creek Road, 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- 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. 11 PC Resolution No. 2024-XX Packet Pg. 34 7.1.a 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 ensure 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. F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. (i) In the case of a conflict, where more restrictive provisions are contained in the current State and Local Building Code or in the Fire Code, the more restrictive provisions shall prevail. (ii) Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. 12 PC Resolution No. 2024-XX Packet Pg. 35 7.1.a (iii) Exterior walls shall be surfaced with noncombustible or fire-resistant materials. (iv) Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in compliance with the building code. 2. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. Prior to issuance of a grading permit, the applicant shall submit an Erosion Control Plan concurrently with the grading plan to the Public Works Department for review and approval. The Erosion Control Plan shall clearly detail erosion control measures that will 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. A Storm Water Pollution Prevention Plan (SWPPP) will be required for construction activity which disturbs one acre or greater of soil. 2. Per NPDES Permit (CAS004004) for MS4 Discharges within the Coastal Watershed of Los Angeles County (Order No. R4-2021-0105), 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. These mitigation measures shall be included with the submitted grading plans and implemented during construction. 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 13 PC Resolution No. 2024-XX Packet Pg. 36 7.1.a 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. Prior to issuance of a grading permit, the applicant shall submit a geotechnical report concurrently with the grading plan to the Public Works Department for review and approval. The geotechnical report shall be prepared by a Geotechnical Engineer, licensed by the State of California. 2. Prior to issuance of a grading permit, the applicant shall submit drainage and grading plans to the Public Works Department for review and approval. Drainage and grading plans shall be prepared by a Civil Engineer, licensed by the State of California and in accordance with the City's requirements. 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 Diamond Bar City Code Section 22.22.080- Grading. 4. All easements and flood hazard areas 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 14 PC Resolution No. 2024-XX Packet Pg. 37 7.1.a 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. Prior to issuance of a grading permit, the applicant shall submit a stockpile plan to the Public Works Department for review and approval. Stockpile plan shall show the proposed location for stockpile for grading export materials, and the route of transport. 11. Prior to issuance of a grading permit, the applicant shall submit non- interference letters for all interfering on -site easements from affected owner/utility company. 12. Prior to issuance of a grading permit, the applicant shall submit an approval letter from the Homeowner's Association for all proposed work within the private streets of Indian Creek Rd and Clear Creek Ln. 13. Prior to commencement of grading operations, 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 work commencing. 14. Prior to issuance of building permits for the foundation of the residential structure, the applicant shall submit rough grade certifications by project soils and civil engineers and the as -graded geotechnical report to the Public Works Department for review and approval. Retaining wall permits may be issued without a rough grade certificate. 15. Prior to issuance of any project final inspections/certificate of occupancy, the applicant shall submit final grade certifications by project soils and civil engineers to the Public Works Department. C. DRAINAGE 1. Prior to issuance of a grading permit, the applicant shall submit a detailed drainage system information of the lot with careful attention to any flood hazard area to the Public Works Department. 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 County Public Works Department. 15 PC Resolution No. 2024-XX Packet Pg. 38 7.1.a D. UTILITIES 1. Prior to issuance of a grading permit, easements for public utility and public service purposes shall be offered and shown on a detailed site plan for dedication to the City or affected utility company. Legal description, plat and plans shall be to the satisfaction the City Engineer and the utility companies. 2. Prior to issuance of a grading permit, the applicant shall submit Will Serve Letters to the Public Works Department, stating that adequate facilities are or will be available to serve the proposed project from all utilities such as, but not limited to, phone, gas, water, electric, and cable. 3. Prior to issuance of any project final inspections/certificate of occupancy, the applicant shall relocate and underground any existing on -site utilities to the satisfaction of the City Engineer and the respective utility owner. 4. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: General Conditions: 1. Plans and construction shall conform to current State and Local Building Code (i.e., 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of permit issuance. 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be 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). 16 PC Resolution No. 2024-XX Packet Pg. 39 7.1.a 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. The following statement shall be included on the plans: "Separate permits are required for pool, spa, fire pit, ADU, an retaining walls." 8. 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 140.6 to 140.9. 9. Rooftop solar installations shall be provided in accordance with CA Energy Code 140.10. 10. New gas appliances shall be designed to be electric ready per CA Energy Code 150.0(t) to (v). 11. Design for future energy storage system shall be provided including 225 busbar rating of panel per CA Energy Code 150.0(s). 12. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 13. All easements shall be shown on the site plan. 14. 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. 15. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 17 PC Resolution No. 2024-XX Packet Pg. 40 7.1.a 16. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 17. 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. 18. Bicycle parking shall be provided as per CAL Green 5.106.4.1. Permit — Items required prior to building permit issuance: 19. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 20. 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. 21. 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. 22. Sewer connections require sewer connection fees and approval from the LA County Sanitation District. 23. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 24. All workers on the job shall be covered by workers' compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 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 Building 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 year 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 18 PC Resolution No. 2024-XX Packet Pg. 41 7.1.a 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. 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. 31. 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. 32. 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. 33. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 34. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 35. 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. 36. 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. 37. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 38. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. END 19 PC Resolution No. 2024-XX Packet Pg. 42 7.1.b ARCHITECTURAL & CONSTRUCTION SITE RULES (a) All sites must have a chain link fence on the front and sides with a cloth screen (hunter green) before construction can begin. The Association may authorize a temporary variance of this requirement if deemed appropriate. (b) All portable bathrooms must be hidden from view if possible. (c) Each site must have a trash receptacle and they must be completely off the street and covered at night to deter rodents and animals. (d) Unloading of equipment or materials using the street requires a flagman. (e) Streets must be cleaned daily. M Sandbags must be placed strategically to protect against water runoff. (g) The Owner and Contractor are jointly responsible for damage to streets. (h) There must be an approved copy of the building plans on site at all times during its construction. (i) No stockpiling of dirt shall be allowed on any lot without a valid grading permit and Architectural Committee approval. Q) Construction project will be charged according to applicable Construction Vehicle Access Fees — See Fee Schedule. ABBREVIATIONS AND SYMBOLS AFF ABOVE FINISHED FLOOR ALUM=LUMINUM 02 DETAIL BLDG BUILDING -- IDENTIFICATION CLG CEILING IDENTIFIES LOCATION OF DETAIL CLR CLEAR CONC CONCRETE — DBL DOUBLE DIM DIMENSION DIN DOWN z ELEVATION DS DOWN SPOUT A21 ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN EL ELEVATION ARROW INDICATES DIRECTION ELECT ELECTRICAL EQUIP EQUIPMENT EXIST EXISTING EXT EXTERIOR SECTION FF FINISHED FLOOR 1 SHEET IDENTIFICATION WHERESHEET SECTION DRAWN FG FINISH GRADE ARROW INDATESDIREC ION FLR FLOOR HT HEIGHT IN INCH ROOM IDENTIFICATION MAX MAXIMUM ROOM NUMBER MECH MECHANICAL 101 FOYER ROOM NAME MTL METAL MIN MINIMUM OC ON CENTER REVISION PLAS PLASTER CLOUD AROUND REVISION RD ROOF DRAIN -0 OPTIONAL ACCOMPANY REVISION NUMBER WITH DATE IN REVISION REQ'D REQUIRED 4 COLUMN ON APPROPRIATE SHEET RM ROOM SS STAINLESS STEEL SCHED =CHEDULE WORK POINT, CONTROL POINT SECT SECTION OR DATUM POINT SHT SHEET SQ SQUARE STD STANDARD STRUCT STRUCTURAL 1 0 WINDOW TAG TOC TOP OF CONCRETE TOP TOP OF PLATE TOR TOP OF ROOF O DOOR TAG TEL TELEPHONE TMPR TEMPERED TYP TYPICAL WP WATER PROOF PROJECT AREA SUMMARY AREA SUMMARY (SFD) FIRST FLOOR LIVING AREA: 2,969 SF SECOND FLOOR LIVING AREA: 1,693 SF TOTAL LIVING AREA (SFD): 4,662 SF BALCONIES: 263 SF 3-CAR GARAGE: 726 SF CARPORT: 180 SF AREA SUMMARY (DETACHED ADU) ADU LIVING AREA: 1,000 SF COVERED PORCH 59.5 SF FLOOR AREA CALCULATION LOT AREA: 36,160 SF LIVING AREA: 4,662 SF ADU (800 EXEMPT) 200 SF FLOOR AREA RATIO: (4,862 158,370 (GROSS LOT AREA)) 8.33% LOT COVERAGE CALCULATION GROSS LOT AREA: 58,370 PRIVATE STREET EASEMENT: 13,939 JSF RESTRICTED USE AREA: 8,271 NET LOT AREA: 36,160 SF FIRST FLOOR LIVING AREA: 2,969 SF 3-CAR GARAGE 726 SF ADU (800 SF EXEMPT) 200 SF ADU PORCH 59.5 SF TOTAL COVERAGE AREA: 3,954.5 SF (3,954.5 / 58,370 (GROSS LOT AREA)) 6.77' LEGAL INFO OWNER: JOY PINGWEI PAN JIANMEI WANG ADDRESS: 2330 INDIAN CREEK ROAD DIAMOND BAR, CA 91765 LOT AREA: 36,160 SF (NET LOT AREA) A.P.N.: 8713-037-001 ZONE: RL TRACT: 23483 LOT: 70 NO. OF STORY: 2 (SFD) / 1 (ADU) LIVING AREA: 4,662 SF (SFD) / 1,000 SF (ADU) BEDROOMS: 4 BED (SFD) / 2 BED (ADU) BATHROOMS: 4.5 BATH (SFD) / 2 BATH (ADU) OCCUPANCY GROUP: R-3/1.11 CONSTRUCTION TYPE: VB PARKING: 3 ENCLOSED (SFD) + 1 UNCOVERED (ADU) HIGH FIRE ZONE: YES FIRE SPRINKLERS: YES (SEPARATE PERMITS) SOLAR PV: YES (SEPARATE PERMITS) DEMOLITION: ALL EXISTING STRUCTURES GRADING: YES PROJECT DESCRIPTION DEMOLISH EXISTING 2-STORY HOME FOR A PROPOSED NEW CONSTRUCTION OF A MODERN TWO-STORY 4,662 SF SINGLE FAMILY DWELLING CONSISTING OF 4 BEDROOMS / 4.5 BATH, 263 SF OF BALCONIES, 726 SF 3-CAR ATTACHED GARAGE, DETACHED 1,000 SF 2 BED / 2 BATH ADU UNIT WITH A 59.5 SF COVERED PORCH AND 1 UNCOVERED PARKING SPACE FOR ADU UNIT. APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CITY OF DIAMOND BAR MUNICIPAL CODE AND LOCAL AMENDMENTS PAN & WANG RESIDENCE 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 :M91[1191W1111 i SHEET INDEX ADMINISTRATIVE TO TITLE SHEET T1 TOPOGRAPHIC SURVEY DEMO PLAN T2 HOA APPROVAL (RESERVED) T3 EXTERIOR 3D RENDERS ARCHITECTURAL AO SITE PLAN Al FIRST FLOOR PLAN A2 SECOND FLOOR PLAN A3 ROOF PLAN A4 BUILDING ELEVATIONS A5 BUILDING ELEVATIONS A6 WINDOW & DOOR SCHEDULE (SFD) A7 WINDOW & DOOR SCHEDULE (ADU) LANDSCAPE L1 EXISTING TREE INVENTORY L2 CONCEPTUAL LANDSCAPE PLAN L2 COLOR CONCEPTUAL LANDSCAPE PLAN L3 ENLARGED LANDSCAPE PLAN L4 LANDSCAPE MATERIAL REFERENCE L5 LANDSCAPE LIGHTING PLAN CIVIL CO CONCEPTUAL GRADING PLAN PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 I'1r1 pI usd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: SCALE: NTS SHEET TITLE: TITLE SHEET PROJECT DATA 1 PLANNING #2 09/12/23 DATE: 12.27.22 2 PLANNING #3 12/13/23 3 4 5 SHEET NUMBER: TO 6 7 no. revision/issue: date Packet Pg. 43 7.1.b / FENCE-NG 118 .71 1230.33 ` `3 sr a srr- O pti 8� \ 5 1230 \ O FENCE-NG 118 .208TREE / x \ ~ �� xNG 1175.02 \ 1229.84 qj0 Match Line �\ o " FS J \ �� Dirt/G oss Z1229.07 \ \ ` See Beloereonw H FS 1229.49 x FS 1229.15\ "�`xFS 1228.6E FL 1228.89 --,FL 1228.87 \ D o \ \ 65 %xFS 1228.42 / FL 122 11 \ EP 1229.35 \ \ \ \ / EP 1229.29 EP 1229.27 \ / (D / / L 1228.71 x / \ FS 1228.35 / \ \ 0 /xFS 1228.06 EP 1229.14 \ / \ FL 1228.41� \ ONC 1228.6� R 1 9 . 0 0' L 7 =2 3 X FH x 4 , / FS 1227.75 / / / ° \�L 1228.1 \ G EP 1228.4 \ \ "ICONG 1229.23 11�" / xNG .34 FL 1227.9 ° 4 \ NG 1231 x P \ xFS 1227 53 / °q ° \ FS 1227 25 x / ONC 1228.24 `.`.`.`.`.`.`.`.`.`+` `.`. ° \ S� \I xFS 1227.40 a TREE 0 °6.CONC 1230.08 FL 1227.69 °QQ . ` . a . . . . . ` . . ` . . . . . ` . . . G 123 3 ° \ WW.� \ P1227.97 Cb6"\OW.. .. . . . .W. .W. -W -W- .W. .W-W -W -W- .W. .` \ \ xNG' 12.37 y� \,,F L 1227.01 .` ... .+.y. .y. .+. .+.y.W.y.W.+. .+.y. .y. .+. .+.y. .y. .+. .W \ PARCEL 2, PER TITLE REPORT FL 1227.41 ENCE 1228.E �W xFS 1227.22 / / EASEMENT FOR INGRESS & EGRESS 6' 1227.33 v V ITEMS 6,9,11 & 14 OF TITLE REPOR ° . `. `... `... `. `. `. `... '......x G W123i a . . . W ` . . . . . \ \ G P 7.70 tio66 Core t2<6a P CEL 2,4'ER TITLE REPORT ��.`.`.`.`.`.`.`.`.`.`.`.`.'.`.`.`.`.`.`.'.`.`.`.` ` G cONC 1230.951 \ EASE NT FOR INGRESS & EGRESS \ 5� r? FL 1227.33� / . ITEMS 6, 11 & 14 OF TITLE REPOR FS 1225.83 116. ENCE % / .. ... .. W Dirt/Gross ... W . y Z6 .(,6 FS 1227.03 / i EP 67 ° a *NQ 12307 W W \ \ \ ONC 12-4'0C °CONC i231.13 WWW WWW WWWWWWWWW WWL WWWWWWWWL WWW WWWWW .W31.4E. .W.W.W. .W. .W.W.W.W. .W. .W.W.W. . -NG 12 a \ i s . . . . . . . . . . . . . . . . . .x. . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . \ FL 1227.1 ; . ° ° / ° 12� l4, Concrete . . ... .. W .. . . .NGW1231.. . 4 . . . 4 . . 4 .\ `. W . . 4 . \kEL 1225.60 BENCH MARK ° . . . . . . . . . . . . . NC 1227.p °. ..... .. ..... .. ..... .. ..... ...... EP 1225.96CONC121.08 ASSUMED RIM ELEV.= 122670' $SMH 226,87 AWWWW WWWW SSMH 126.70 i . . INV 1218.02CONC � / i ° ° 4 ^ ° CON\ 39 / W j . y i CO P228 28, \II % ° C9NC 1230.69 CONC 1231.0E ° , ` , © ` ` , SQ,,j�.� ,xFL 1226.89 a ° CONC 1229.43 ONC J230.1$ y °a �p 0p \ \ FS 1224.13\« 4 � ° a ° j ° ° ° CONC 1231.1 0��. xNG-1231.18 ONC 1227.15 �$ POST Q G� \ �O FS 1226.62 1p� ° a ° ... ......... ... Q OOo ° o ° . `a PLANT 1230.92 Q . . . . . . . . ,f FL 1i ° ° ° ° 1231 a9 TREoE�Q�80p1� ° � R°EE�Q . W. •W . • W. CONC12 70 POSTOPOST �a PLANTERCONC 128.03 �s�°g1230.82 a D `EP 1226.94 a QT ° )'$ \ \ \ �L\1\2 2 \3.8\E �PLANTER 1231°13 . . . . . . . .. xES°1230°15 . . . . . .REE EP1224.19Q 4 ```++++ PLANTER°1231.19 aFL 1226.391-W %oncrete° fl - ° PLAN R 1230'96 \ \ ` . ` . ` . ` ` � C 12�9°55 i�1 ° ° a ° \� xNG 1231y55 \ \ EP 1226.60 a ° a e 4, PST ±+±+ +±+` '+'� Dirt/Gross N.G -5. a Q° v \/ 1 \ \x a . . . . . . ���j \ FS 1221.81 / PLANTER 1231.18 PLAN �232.30 . `. . . \\ �OQO \x�1G 227.57 G �h728.80 T 2�E ° j - ° ° a n1 G ° I xNG 1231.32 xNG 1230.85 W • W . W . W . ` .xNG'1229y36... ... . \ U ° LANTER 1232.49 11 Dlly ° GOte W . y . y y . y ` . y . y y + . y Q� °CONC 12J1, y Bul` / NC 1231.28 xNG 1231.05 , , . . . \ TREE, 8 NG 1230.79 A X TING / ° CO \ J `x` T m \W \FL 1221.65 \ v Dirt/Grass y ° J \ - - - N e CONC 12 1. -CL 1231.51 NG 1230.0E v cre4 NG 1230.18 . . . . . . . . . .. W\ COIfC G1230.9 �� x 1230 xNG EP 1222.00 W.'.W.W.W.W.'.W '.W ".W o \ tnn CONC123f.11 tnK1 0 xNG1230.80 W.`.W.W.W.W.`. W.W.W.W. AO nFyc \ F .. .. . . . . . . . . . i xNG 1230.89 xING `1227.70 . NG 1228.45 . . . \ - - - - - - - - - TW-CL 1231.08 x . . . . . \ AG 1228.4E \ . .NG1230.01 .`.`.`.`.`.`.`.`.`.`.`.`.`.`. 0 �O i i�� .xN61'i2752- 0 1 27.40 THE \ \ \ FS 1219. 5\ W. . .+. . .+. . . .+. . .+. .+. D�j�O "xNG122�5.3..`.`. . . . .`.`.`.`. \ \ �� ............ \ \ \ NG 1228.47x `. WWW W 4 W . W W x K 1 x G 122 xNG 1225.20 \ \ \ RESTRICTEI) USE AREA ^+ xNG 1175.28 /1171.19 BRIEF LEGAL DESCRIPTION LOT 70 OF TRACT No. 23483, IN UNINCORPORATED TERRITORY OF THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 790, PAGES 5 THROUGH 19 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 8713-037-001 BASIS OF BEARING TOPOGRAPHIC SURVEY 2330 INDIAN CREEK ROAD, DIAMOND BAR, CA 91765 NOTES UNDERGROUND UTILITIES EXCEPT FOR THOSE SHOWN HEREON NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY OR LOCATION OF ANY UTILITY EXISTING ON THE SITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. LEGEND AND SYMBOLS ABBREVIATIONS LOT LINE AC ASPHALTIC CONCRETE ---- CENTER LINE CB CATCH BASIN •-.-• CHAIN LINK FENCE CONC CONCRETE o-o-o IRON FENCE CL CENTER LINE 0 WOODEN FENCE CD CURB DRAIN ® BLOCK WALL AD AREA DRAIN RETAINING WALL W WATER FDC FIRE DEPARTMENT CONNECTION STREET LIGHT H B HOSE BIB TREE EG EDGE OF GUTTER ICV IRRIGATION CONTROL VALVE PINE TREE FH FIRE HYDRANT PALM TREE FF FINISH FLOOR FL FLOW LINE PPP POWER POLE FS : FINISH SURFACE STD FW FACE OF WALL STREET SIGN TC TOP OF CURB ElSTLT STREET LIGHT POOL BOX TRW TOP OF RETAINING WALL WM QO WATER METER TW TOP OF WALL D4 WATER VALVE BFL BACK FLOW PREVENTER C/0 CLEANOUT FIRE HYDRANT OBLD BOLLARD SS SANITARY SEWER ®GM GAS METER FW FRONT OF WALK C GUY WIRE BW : BACK OF WALK DEL ELECTRICAL BOX LE : LANDSCAPE EDGE PARK PARKING SIGN i \ y NG 12 0.2? y \ °�Q C9 \ FS 1231.26 Q 1231 i DECK v N i 1 xNG 1223.5 \ \ 'xkL 1218.81 \ \ \ TREE V ° a a ° G 1227.82 �j� i$ Q �/ _ \ 8 ° ° a CONC A230.9e , W-CL 1231.0 N� 4.33 1220 \ EP 1219.1 \ \ \ 1 a x NG 1231.01x \ \ r'OOcrete THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N43009'50"W OF A COURSE IN THE STREET CENTERLINE OF CLEAR CREEK LANE AS SHOWN ON THE MAP OF TRACT No. 23483, M.B. 790, PAGES 5 TO 19. BENCHMARK ASSUMED SSMH RIM ELEVATION = 1226.70 FT. DATE OF SURVEY MARCH 24, 2019 o 0 ° Q ° ° CONC 1230.° TREE 0� V - ° a° 0.52 Got e ° ° 9 i yy CL NG 1228.90 x \ �D��\0 0 Q ° °CONC 1.230.81 xNG 122712 \ ENCE 1233.88 \ � V CONC 1230. b ° ° x , W NG 11230.48 227.98 NG x1218.56 \° x EE 0 8 h xN 1228.43 W-CL 1230.43 AG 1229.43 �10 ......`.`.`. rENE N01� NG 1219.0E NG 0� �` `.`.`.`.`.`. .Y ` . . 121 � \ FEN6E-NG 1227.9 � .`WWWWWWWWW' o;.���` ....�. v".........' / r \ ENCE-NG 12 .08 / FE E-I�214.7 1 _\ VA, X�/ RESTRICTED USE AREA RES NG 1 tiN \ FE E-NG 1 3.06 \ 0 \ N \ \ \ 1192.31 x/ -NG h194.69 v 8 TREE 0� V 70 83, M.B. 790 - 5/19 - - AREA = 144,480 SQ.FT. 1.02 ACRE-' - - 1210 / ------------- x NG 1201.46 -NG 1185.71 TREE 1183.88 _Di xNG 1179.64 1200 11 3 J0 A`o Vt J % Match Line See Top Hereon \ cF \ \ NGx .`�9 221.54 xNG 1223\ ` \ \ 1\ ` x \ ZFS1215.80 Dirt/Grass NG 124\50 'xFL 1215.52 NG 1219.68 \ \ / \ xF EP1215. \\ / x \ G\18.35 / \ x / \ \ P / xNG 1217.58 / \ FND. SPK RCE 26368 PER Pg10 PAGE 41\ PLAN SCALE: 1" = 8' 8' 4' 0' 8' 16' GRAPHIC SCALE PL LqN� s\ 9 GEORGE BARAJAS No. 839 o F Q \CAO/ GEORGE BARAJAS, PLS 8399 11-30-2023 DATE Packet Pg. 44 7.1.b FF J ,MAE& •�.tr s�...-4.r �.:._-.:. iilli&.�m i PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 m pI usd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: SCALE: NTS SHEET TITLE: EXTERIOR RENDERINGS 1 DATE: 08.02.23 2 3 4 5 SHEET NUMBER: T3 6 7 no. revision/issue: date ADJACENT O"'C\ VOCPt\OIA AREA SUMMARY (SFD 7.1.b LOT COVERAGE CALCULATION L LC 1/2" THK. TEMPERED GLASS ACCESS GATE SWINGING AWAY FROM POOL SELF -CLOSING / SELF LATCHING DEVICE NO LOWER THAN 60" FROM GROUND. 4" MAX 1/2" THK. TEMPERED GLASS S.: FR CV MARINE GRADE 4MELESS GLASS SPIGOT 2 FRAMELESS POOL FENCE DETAIL SCALE: 1/4" = V-0" POOL FENCE AND SAFETY MEASURES NOTES & REQUIREMENTS (a) Except as provided in Section 115925, when a building permit is issued for the construction of a new swimming pool or spa or the remodeling of an existing swimming pool or spa at a private single-family home, the respective swimming pool or spa shall be equipped with at least two of the following seven drowning prevention safety features: (1) An enclosure that meets the requirements of Section 115923 and isolates the swimming pool or spa from the private single-family home. (2) Removable mesh fencing that meets American Society for Testing and Materials (ASTM) Specifications F2286 standards in conjunction with a gate that is self -closing and self -latching and can accommodate a key lockable device. (3) An approved safety pool cover, as defined in subdivision (d) of Section 115921. (4) Exit alarms on the private single-family home's doors that provide direct access to the swimming pool or spa. The exit alarm may cause either an alarm noise or a verbal warning, such as a repeating notification that "the door to the pool is open." (5) A self -closing, self -latching device with a release mechanism placed no lower than 54 inches above the floor on the private single-family home's doors providing direct access to the swimming pool or spa. (6) An alarm that, when placed in a swimming pool or spa, will sound upon detection of accidental or unauthorized entrance into the water. The alarm shall meet and be independently certified to the ASTM Standard F2208 "Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared type alarms. A swimming protection alarm feature designed for individual use, including an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water, is not a qualifying drowning prevention safety feature. (7) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the features set forth above and has been independently verified by an approved testing laboratory as meeting standards for those features established by the ASTM or the American Society of Mechanical Engineers (ASME). (b) Before the issuance of a final approval for the completion of permitted construction or remodeling work, the local building code official shall inspect the drowning safety prevention features required by this section and, if no violations are found, shall give final approval. An enclosure shall have all of the following characteristics: (a) Any access gates through the enclosure open away from the swimming pool, and are self -closing with a self -latching device placed no lower than 60 inches above the ground. (b) A minimum height of 60 inches. (c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. (d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater than four inches in diameter. (e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over. i I � 3 ZO SbaS�[1', — �t�O— Z� CP ACK \ 25' REAR Y ARD SE- Eo , , 1 _()ZZT \ I� 11 I 611 V �o� p � CO,- \ cezo otet �, \TVY 1229 � ' • `\ � /� � mll 22 2 (E) COUNTRY WI E PICKET \ FENCE TO REMAI Q. `y\ _ - _ U22 \ �\ POOL FENCING(GO"MINFROM \ �� — _ -_ _- - _ OPPOSITE GRADE) OS MPX E%ED HEIGHT N') I - ---- J-I POOLFENCING(fi0'MINFROM ZL M OPPOSITE GRADE) — — — j I00 o� $ram O Ea J v FG 122Ts Fc 12za. - �y\ POOL FENCING (60 IIIN-GROUND POOL III AUTO TIC PO L II BY OTHERGD�OtZl COVERR TURNSI E (d MAX WATER DEPTH) I PR PANE R,]]3.11 PIT T',EN19 \ TG POOL gUTOMATIC POOL COVER 1 NL� - -----------r�MOTORSIDE / --VZCt N IN-GROUNDSPA L-J TW EXPOSED XPO / \ !I\ �Fb. ILE m— (62'WgTER DEPTH) -- MqX EXPOS _MAXHTSE I TW=1226' / C � '\ ;FG7223 MAX EXPOSED HEIGHT COWN TO OOLDOWN To $ - I P_. C LF CLOSE IATCH \ GATE (G MIN) UT' FENCING (fi0' // I \\ POOL IN) N TW-1229' l\ /j 3�_ �� MAX EXPOSED HEIGHT (4') It ,Na, 2113 FL BALCONY LINE iS.(IAXOIXGI SELF-CLOS0"HATCH 2ND FL LINE GATE MINFL N .) �2�NllL LINE I \ \ (E) COUNTRY WI E PICKET \ _ FENCE TO REMAI LANDSCAPE�j/ \ TRAS BYOTHERS \\ - O G F M 1 �aCU�aC NIT ENCL� \ 3-CAR GARAGE BALCONY LI E �FINURVIR EL " 30' FRONT SETBACK LINE (FROM PQ \\ _ __ IN '� -15'M- FLRE NE OFFSET LANDSCAPE \ BY OTHERS o I O — %y! - - --- \ /� I (E)DRIVEWAV APPROACH \\ )COUNTRY WIDE PICKET � i F CE TO REMAIN \\ IRE HYDRANT \\ O ZS=So — � £-21 III 1 z 7T- LANDSCAPE BLOC BV OT DISTANCE BETWEEN ADJ� <V I I .moo .1 COVERED PATIO (59.5 SF) 1 I�DP DETACHED ADU UNIT ADU PARKING 2 BED I2 BATH 1,00D SF l N (UNCOVERED) L7 1 1 I I s (LAND ® I � J ' I � LANDSCAPE I \ BY OTHERS 1 F[,,0Z,00ob9rq q 8ZZI ` f (E) DRIVEWAY FENCE TO REMAIN ed �WN{WI�� 1 GAS METER INDIAN CREEK ROAD - - - - - - - - - - - - ,8S' - �HOZA - -- -5 - - - - - - - - - - - -- 9Z2t yN/ kJ- 4yg nSSb 1 SITE PLAN FIRST FLOOR LIVING AREA: SECOND FLOOR LIVING AREA: 2,969 1,693 SF SF TOTAL LIVING AREA (SFD): 4,662 SF BALCONIES: 263 SF 3-CAR GARAGE: 726 SF CARPORT: 180 SF AREA SUMMARY (DETACHED ADU ADU LIVING AREA: 1,000 SF COVERED PORCH 59.5 SF FLOOR AREA CALCULATION LOT AREA: 36,160 SF LIVING AREA: 4,662 SF ADU (800 EXEMPT) 200 SF FLOOR AREA RATIO: (4,862 / 58,370 (GROSS LOT AREA)) 8.33% i1v BUILDING LEGEND I SS LOT AREA: 58,370 SFATE STREET EASEMENT: 13,939 SFTRICTED USE AREA: 8,271 SFLOT AREA: 36,160 SF FIRST FLOOR LIVING AREA: 2,969 SF 3-CAR GARAGE 726 SF ADU (800 SF EXEMPT) 200 SF ADU PORCH 59.5 SF TOTAL COVERAGE AREA: 3,954.5 SF (3,954.5 / 58,370 (GROSS LOT AREA)) FIRST FLOOR LIVING AREA (SFD) SECOND FLOOR LIVING AREA (SFD) LIVING AREA (DETACHED ADU) PROJECT: 2-STORY MODERN HOME WITH DETACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 m pl usd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: LANDSCAPE STRUCTURAL ENGINEER SURVEYOR KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 1/16�� = 1 -0" DATE: 12.27.22 SHEET TITLE: PROPOSED SITE PLAN SHEET NUMBER: AO 1 PLANNING #2 09/12/23 2 PLANNING #3 12/13/23 3 4 5 6 7 - no. revision/issue: date Packet Pg. 46 10 20 2.1 O3 3.1 3.3 O 50 5.1 5.3 A4 60 6.1 6.3 81'.0" 22'-0" 42'-6" 16'-6" 9' 8° I 5'-0" O O 20'.9" I 2.1 O 3.1 24" D/W .yak► ------iPANTRY L_J__1__L-J__1__L_J__ ER POWDER .................. BALCONY LINE .................. L RDG 30" ✓INE 18" RZR 30" n O 9 010 2ND FL LINE ------------- ...................................... V...................................... I 1 I 13 P P. KITCHEN r-- i ......................0. ...o ..................... t.. i ..................................... ------------ 2ND FL LINE ;STACKED', WASHER DRYER LAUNDRY D a ATE 10 EATE rl j 8'-0" 16'-9" L 6'-0" L 15'-6" 15'- 3.3 O O 5.1 5.3 a4 O 6.1 6.3 31'-6" ifl 10 11 9 12 10'-0" 3-6" 33'.0" i- 10'-0" 17'-0" 25'-0" 46 PATIO �4 ATE "' EATE 48 (59.5 SF) 0......... .... 47 41'....................................... O 6" OR GREATER WALL 4" WALL SCALE: 3/16" = V-0" I-, NORTH PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mpluSd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 3/16�� = 1 -0" SHEET TITLE: 1ST FLOOR PLAN 1 DATE: 12.27.22 2 3 � c�EO R�y� � JIA ZHOU TF1'J v ZHU NO. C-371t *- �� E `r 9TFOF C 4 rJ SHEET NUMBER: A 1 6 7 no. revision/issue: date Packet Pg. 47 r� O O O O 2.1 3.1 3.3 l4J l5J 5.1 5.3 l6l 6.1 6.3 8 9 10 WALL LEGEND - 6" OR GREATER WALL 4" WALL 2ND FLOOR PLAN SCALE: 3/16" = V-0" r1 lO PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mpluSd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 3/16�� = 1 -0" SHEET TITLE: 2ND FLOOR PLAN 1 DATE: 12.27.22 2 3 AR �SEO Cy/T k, �G JiA ZHOU F v ZHU NO. C-37131 tl'J, E 9TFOF 5 SHEET NUMBER: A2 6 7 no. revision/issue: date Packet Pg. 48 11 12 13 14 15 16 r. O1 1O 2O 2.1 O3 3.1 3.3 4O 5O 5.1 5.3 � 6O 6.1 6.3 7O 8 9 10 1O 2O 2.1 O3 3.1 3.3 40 5O 5.1 5.3 � 6O 6.1 6.3 7O 8 9 10 O O O O 11 1�. 12 13 14 PROOF PLAN SCALE: 3/16" = V-0" 15 16 NORTH O O O O PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mpluSd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 3/16�� = 1 -0" SHEET TITLE: ROOF PLAN 1 DATE: 12.27.22 2 3 �� y�TE' �V S�IA v ZHU NO. C-37131 * J'j E 9 l�cOF C 4 5 SHEET NUMBER: A3 6 7 no. revision/issue: date Packet Pg. 49 O O 2.1 F.F. EL 1241' o2ND FLOOR EL. 1240' T.O.P.1 Y U Oa0 L 1 w U AS w a � Ir N m iV L (HORI2 rl F.F. EL 1230' O O O O O O 51 61 21 RTICAL) LJ �r7_ 9 O 10 --- (VERTICAL) 4 18 A5 AS I I 40'.,:: 16 13 1�. 11 10 9 8 O6 O3 i (VERTICAL) EL.1242.5'* -__ _ T.O. PARAPET EL.1240' -_ T.O.P.1 4 � AS Q 42 � in 0 F.F. EL 123" J; 1S OLFT OLFT OR EL 1229.5' N.W. ELEVATION SCALE: 3/16" = V-0" O ------------------------------------------ --- --------------------------------- EL. 1253.5' T.O.PARAPET (UNDERSIDE) (VERTICAL) T.O. E EL.1242.5' T.O. PARAPET F.F. EL 1241' 2ND FLOOR o EL. 1240' - --- — -- - - - - --- - --- - EL. 1240' } T.O.P.1 T.O.P.1 ! 12 AS U IDE) A5 AS AS o a1 O5 © 7', 1 (HORIZONTAL) 1 (HORIZONTAL) EL 1230' ( F.F. EL 1230' }� FINISH FLOOR',.___ .. �, 1S OLFT OR Y EL 1229.5' EL 1229.5' F.G. $ 1 (VERTICAL) S. E. ELEVATION SCALE: 3/16" = V-0" MATERIAL EXTERIOR FINISH FINISH ACRYLIC PAINT ACRYLIC PAINT PREFINISHED SCHEDULE COLOR STARGAZING DE6336 STARGAZING DE6336 OAK MFG. JAMES HARDIE JAMES HARDIE OTHERS 1 FIBER CEMENT ARTISAN SHIPLAP SIDING 2 FIBER CEMENT ARTISAN SHIPLAP SIDING 3 WOOD SCREEN 4 GUARDRAIL TEMPERED GLASS CLEAR OTHERS cj 6 7 1/2" MILLWORK REVEAL CLASS "A" ROOFING PARAPET CAP ALU. MEMBRANE ALU. BLACK POWDERCOAT GRANULE 30 FR WHITE BLACK POWDERCOAT FRY REGLET GAF OTHERS SLIDING DOORS THERMAL ALU. BLACK FLEETWOOD 9 WINDOWS THERMAL ALU. BLACK MILGARD 10 PIVOT DOOR WD. CLAD ALU. WD. CLAD VERTICAL GRAIN WHITE OAK PIVOT DOOR CO. CLOPLAY 11 GARAGE DOOR RESERVE MODERN DARK CEDAR 12 EXTERIOR LIGHTING COMPOSITE COASTAL ELEMENTS BLACK HINKLEY PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mplusd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 3/16�� = 1 -0" SHEET TITLE: BUILDING ELEVATIONS 1 DATE: 12.27.22 2 3 4 5 SHEET NUMBER: A4 6 7 no. revision/issue: date Packet Pg. 50 0 0 EL. 1253.5' T.O.PARAPET - - - - - - - 0 0 0 EL. 1242.5' T.O. PARAPET o _F.F. EL124V 2ND FLOOR N �EL.1240' T.O.P.1 2 A4 _�F.F. EL 1230' 115T FLOOR S.W. ELEVATION ADU SCALE: 3/16" = 1'-0" N.E. ELEVATION ADU SCALE: 3/16" = 1'-0" MOD 10 11 N.E. ELEVATION SCALE: 3/16" = 1'-0" S.W. ELEVATION SCALE: 3/16" = 1'-0" EXTERIOR FINISH SCHEDULE MATERIAL FINISH COLOR MFG. 1 FIBER CEMENT ARTISAN SHIPLAP SIDING ACRYLIC PAINT STARGAZING DE6336 JAMES HARDIE 2 FIBER CEMENT ARTISAN SHIPLAP SIDING WOOD SCREEN ACRYLIC PAINT PREFINISHED STARGAZING DE6336 OAK JAMES HARDIE OTHERS 3 4 GUARDRAIL TEMPERED GLASS CLEAR OTHERS rj 1/2" MILLWORK REVEAL ALU. BLACK POWDERCOAT FRY REGLET 6 CLASS "A" ROOFING MEMBRANE GRANULE 30 FIR WHITE GAF 7 PARAPET CAP ALU. BLACK POWDERCOAT OTHERS 8 SLIDING DOORS THERMAL ALU. BLACK FLEETWOOD 9 WINDOWS THERMAL ALU. BLACK MILGARD 10 PIVOT DOOR WD. CLAD ALU. VERTICAL GRAIN WHITE OAK PIVOT DOOR CO. 11 GARAGE DOOR WD. CLAD RESERVE MODERN DARK CEDAR CLOPLAY 12 EXTERIOR LIGHTING COMPOSITE COASTAL ELEMENTS BLACK HINKLEY PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mplusd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: STRUCTURAL ENGINEER SURVEYOR LANDSCAPE KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: � SCALE: 3/16�� = 1 -0" SHEET TITLE: BUILDING ELEVATIONS 1 DATE: 12.27.22 2 3 4 5 SHEET NUMBER: A5 6 7 no. revision/issue: date Packet Pg. 51 7.1. b 0 60" FX T.G. O i i" q CAS q ROS ;CAS l'`:.G. \ \ o FX O q CV M cD O -o 2'-6" 5-0 2'-6" CAS i - FX FX J IIII (Xo) (5) OC 0 N O O:;:r 1 r r r r r r 1 1 ST FL WINDOWS SCALE: 1/4" = 1'-0" 7'-6" 2'-6" 2'-6" 5'-0" 4'_0" 6_0" 2'_6" i i' q CAS q CAS q Cn � ; co i 20 26 19 21 !22 9 - FX 0 En co co 27 co 9 N 17 18 24 - bo r r r 2 2ND FL WINDOWS SCALE: 1/4" = 1'-0" 10'-0" (XXO) (T.G.) 16-0" OVERHEAD GARAGE DOOR 3 EXTERIOR DOORS SCALE: 1/4" = 1'-0" 2'-6" L Z-8" 121�30 O9 1321 4 INTERIOR DOORS SCALE: 1/4" = 1'-0" C9 bo i \ N i AWN i T.G. 0 z, CAS 23 �� 16-0" 0 33 (XXO) (T.G.) 10'-0" I � I cj c1 c1 cj OVERHEAD Uj �0 GARAGE DOOR Uj ci cj ci cj 2'-8" T-0" L T-0" 1 20 22 23 14 19 32 2 28 31 3 60 2'-6" 6'-0" 2'-6" i CAS CAS ,`nD CAS FX CAS LO T.G. `v v .• i 10 13 08 11 O o q q M M M 16-0" 24 (XXO) (T.G.) 9'-01, 6'-0" T-0" C9 bo 4'-6" 3'-9° 9" w �•\ z i 0I \ PIVOT 00 o / I I T-0" o ,AWN\ FROST\ T.G. 12 3'-0" L T-0" CD 00 EXTERIOR DOOR SCHEDULE ® ROOM W X H JMB. TYPE REMARKS MFG 1 FOYER 4'6"X8'6" 5.25" PIVOT "POLA" WHITE OAK PIVOT DOOR CO. 2 GARAGE 16'X8'4" - O.H. WD. CLAD "WHITE OAK" CLOPLAY 3 GARAGE 8'X8'4" - O.H. WD. CLAD "WHITE OAK" CLOPLAY 4 GARAGE 3'0"X8'6" 5.25" ALU 3200-T BLACK (FIRST GLZ) FLEETWOOD 5 PRP. KITCH 3'0"X8'6" 5.25" ALU 3200-T BLACK (CLR GLZ) FLEETWOOD 6 KITCHEN 10'X8'6" 7.25" XXO 3070-T BLACK FLEETWOOD 7 GREAT RM 16'X8'6" 7.25" XXO 3070-T BLACK FLEETWOOD 24 2FL HALL 15'X8'6" 5.25" XXO 3070-T BLACK FLEETWOOD 33 MST. BED 16'X8'6" 7.25" XXO 3070-T BLACK FLEETWOOD 5'-4" 64 16 26 29 6-8" 2'-6" L 2'-8" T-0" 34 10 18 11 2� 9'-0" 3'4' 60" i / CAS FX X(T.G.) L 10'-0" '-6" 6-0" 2'-6" 2 i� CAS FX CAS i ` T.G. FX FX ::11EE1 15 o dl� DOOR SCHEDULE ® ROOM W X H JMB. TYPE REMARKS MFG 8 GARAGE 3'0"X8'0" 5.25" SC 20 MIN "S-RATING" SELF -LATCH / CLOSE 9 LAUNDRY 2'8"X8'0" 5.25" SC DUMMY ETO 10 LAUNDRY 2'6"X8'0" 3.5" SC LOUVERED DOOR 11 1 FL FURNACE 2'8"X6'0" 5.25" SC DUMMY 12 PANTRY 2'6"X8'0" 3.5" SC DUMMY ETO 13 PRP. KITCH 2'8"X8'0" 3.5" SC DUMMY ETO 14 STUDY 3'0"X8'0" 5.25" sC PRIVACY ETO 15 POWDER 2'8"X8'0" 5.25" sC PRIVACY ETO 16 GYM 5'4"X8'0" 3.5" LH-A PRIVACY ETO 17 BATH 2 2'6"X8'0" 3.5" sC PRIVACY ETO 18 WATER HTR 2'6"X8'0" 3.5" sC LOUVERED DOOR 19 BED 1 3'0"X8'0" 3.5" sC PRIVACY ETO 20 CLOSET (HIS) 2'8"X8'0" 3.5" sC DUMMY ETO 21 CLOSET(HER) 2'8"X8'0" 3.5" sC DUMMY ETO 22 BATH 1 2'8"X8'0" 3.5" sC PRIVACY ETO 23 BATH 1 2'8"X8'0" 3.5" sC PRIVACY ETO 25 BED 3 2'8"X8'0" 5.25" sC PRIVACY ETO 26 BED 3 5'0"X8'0" - HC BYPASS CLOSET 27 2FL FURNACE 2'8"X6'0" 3.5" sC DUMMY 28 BED 4 2'8"X8'0" 3.5" sC PRIVACY ETO 29 BED 4 5'0"X8'0" - HC BYPASS CLOSET 30 BATH 3 2'6"X8'0" 3.5" SC PRIVACY ETO 31 FAMILY RM 2'8"X8'0" 5.25" sC DUMMY ETO 32 MST. BED 3'0"X8'0" 5.25" sC PRIVACY ETO 34 MST. BATH 2'8"X8'0" 5.25" POCKET MORTISE ETO 35 MST. BATH 2'8"X8'0" 3.5" sC PRIVACY ETO '-0" 4 WINDOW SCHEDULE ® ROOM W X H HDR TYPE TMPR REMARKS 1 FOYER 610"X710" 102" FX YES LO-E 2 3 4 5 POWDER STUDY STUDY GARAGE 1'6"X5'0" 2'6"X7'0" 7'6"X7'0" 6'0"X4'6" 102" 102" 102" 102" CAS MULTI MULTI SL YES NO YES YES LO-E / FROST LO-E LO-E LO-E 6 7 LAUNDRY PRP.KITCH BED 1 4'0"X4'6" 102" SL YES LO-E 4'0"X4'6" 102" SL YES LO-E 8 2'6"X5'6" 102" CAS MULTI NO LO-E 9 10 BED 1 BED 1 11'X5'6" 102" YES NO LO-E LO-E 2'6"X5'6" 102" CAS 11 BED 1 2'6"X5'6" 3'0"X3'0" 102" CAS NO LO-E 12 BATH 1 102" AWN YES LO-E / FROST 13 GYM 2'6"X5'6" 102" CAS NO LO-E 14 GYM 9'0"X5'6" 102" MULTI MULTI YES LO-E 15 DINING 10'X7'0" 102„ YES LO-E 16 DINING 4 0 X7 0 216"X616" 102 102" FX MULTI YES NO LO-E LO-E 17 BED 3 18 BED 3 BED 3 7'6"X6'6" 2'6"X5'0" 2'6"X5'0" 2'6"X5'0" 102" MULTI YES NO NO LO-E LO-E 19 102" 102" 102" CAS CAS CAS 20 21 BED 4 BED 4 LO-E NO LO-E 22 BED 4 5'0"X5'0" 102" FX YES LO-E 23 BATH 3 4'0"X2'6" 102" AWN YES LO-E 24 MST. BATH 7'6"X6'6" 102" MULTI MULTI YES LO-E / 25 26 MST. W.I.C. MST. BED 2'6"X6'6" 2'6"X5'0" 102" NO LO-E 102" CAS NO LO-E 27 28 MST. BED FAMILY 2'6"X5'0" 3'0"X5'0" 102" CAS NO LO-E 102" CAS NO LO-E 29 FAMILY 9'0"X5'0" 102" MULTI YES LO-E PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mplusd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: LANDSCAPE STRUCTURAL ENGINEER SURVEYOR KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: SCALE: 1/4" = V-0" SHEET TITLE: WINDOW & DOOR SCHED (SFD) 1 DATE: 08.02.23 2 3 �� �V cJ�IA AR ZHOU C v ZHU N0. C-37131 * E JA9 TFA�� OF C 4 5 SHEET NUMBER: 6 7 no. revision/issue: date Packet Pg. 52 4'-6� 4'-0" 5'-0" FX T.G. AWN 40 M r WINDOWS SCALE: 1 /4" = 1'-0" co AWN \\ FROST o T.G. - `� CAS (OX) 41 44 U') LO Lj i' i i� 0 `D 42 43 47 0 0 M M 2'-0" L 8' 0"L Z_6" o ;CAS M OST .G. 45 i i i' i i CAS Un 46 48 3'-0" L 8'-0" 2' 6" 2'-62'-6" 2' 8° t 6'-0" 2'_6° 40 41 42 46 I (47) I 43 45 48 2 DOORS SCALE: 1 /4" = 1'-0" WINDOW SCHEDULE ® ROOM W X H HDR TYPE TMPR REMARKS 40 KITCHEN 4'6"X5'0" 102" MULTI YES LO-E 41 BATH 1 4'0"X2'6" 102" AWN YES LO-E / FROST 42 BED 1 2'611X516" 102" CAS NO LO-E 43 BED 1 5'0"X5'6" 102" XO NO LO-E 44 MST. BATH 4'0"X2'6" 102" AWN YES LO-E / FROST 45 MST. BATH MAST. BED 2'0"X3'0" 102" CAS YES LO-E / FROST LO-E 46 8'0"X5'6" 102" FX/CAS NO 47 LIVING RM 5'0"X5'6" 102" XO NO LO-E 48 LIVING RM 2'6"X5'6" 102" CAS NO LO-E DOOR SCHEDULE ® ROOM W X H JMB. TYPE REMARKS MFG 40 ENTRY 3'0"X8'0" 5.25" sC MULTUS "STAINED OAK" ETO 41 DINING 8'-0"X8'-0" 5.25" XO 2-PANEL SLIDER MILGARD 42 BATH 1 2'6"X8'0" 3.5" SC PRIVACY ETO 43 BED 1 2'8"X8'0" 3.5" SC PRIVACY ETO 44 BED 3 6'0"X8'0" - HC BYPASS CLOSET 45 MASTER 2'8"X8'0" 3.5" SC PRIVACY ETO 46 MST. CLOSET 2'6"X8'0" 3.5" SC DUMMY ETO 47 MST. BATH 2'6"X8'0" 3.5" SC PRIVACY ETO 48 WATER HTR 2'6"X8'0" 3.5" SC LOUVERED DOOR - PROJECT: 2-STORY MODERN HOME WITH ATTACHED ADU PROJECT ADDRESS: 2330 INDIAN CREEK RD. DIAMOND BAR, CA 91765 mplusd 2636 Corralitas Drive Los Angeles, CA 90039 (T) 213.399.9676 (E) michael@mplusd.net CONSULTANTS: LANDSCAPE STRUCTURAL ENGINEER SURVEYOR KURT FISCHER STRUCTURAL ENGINEERING GM SURVEYING JYC LANDSCAPE ARCHITECTURE 17547 VENTORA BLVD, STE 302 3635 SHADOW GROVE RD TEL: (951)317-6825 ENCINO, CA 91316 PASADENA, CA 91107 EMAIL: JENNYHYE@YAHOO.COM TEL: (818)796-3099 TEL: (818)402-5461 LIC. NO. 5059 CIVIL ENGINEER GEOTECHNICAL ENGINEER TRITECH ENGINEERING ASSOCIATES GEOTEK 135 N. SAN GABRIEL BLVD 1548 N. MAPLE ST SAN GABRIEL, CA 91775 CORONA, CA 92878 TEL: (626)570-1918 TEL: (951)710-1160 ISSUED FOR: SCALE: 1/4" = V-0" SHEET TITLE: WINDOW & DOOR SCHED (ADU) 1 DATE: 08.02.23 2 3 A �S�p RCh/T \V� JIA ZHOU FcJ v ZHU NO. C-37131 *" J'J, E 9TFOF C 4 5 SHEET NUMBER: A7 6 7 no. revision/issue: date Packet Pg. 53 0 7 / TYP. 3" THICK WALK —ABLE BARK MULCH BETWEEN THE SPLIT / RAIL FENCE AND THE STREET PER HOA REQUIREMENT. TYP./ /:.:.. /�� TYP/ 6.6 G . N BENCH MARK ASSUMED RIM ELEV. 1226.70' / ssi22s 7o LPL SSMH /r TYP. IN INV 1218.02 / E\ R\J� NPR PPe�O� 1 0 TYP. 3 �oF / 7 101 Noj / , 3" THICK WALK —ABLE BARKMULCH BETWEEN THE SPLIT RAIL FENCE AN6 D THE STREET / PER HOA REQUIREMENT. TYP. ;•;"; ,^..' / ES ES ES3 / / / ��" RP°� / k �titi RELO. HERE \ _ did \\ \ 0 E7 �/ TrP. �,, _ 8 E7 12 11 �9m ES E3 \ 3" THICK WALK —ABLE BARK MULCH BETWEEN THE SPLIT RAIL FENCE AND THE STREET wv E2 / \ER HOA REQUIREMENT. TYP. iv v ES A \ ES \ 14- • TYP.� / / E9 0 \ S0 p00 p664' TYP. 12 0 \\\ \ 2.5 3 I o , E 6 E1 / X \F�9 � �titio 10 �aa �/ 13 \ o-jZg�°�OSF 17 \ / 10, 19" M —�zz4 E8 ; , — avy —V -22-2-- — — 2 \\ — —NOS— — — — — — — — — V' l \ i 2o -- -- -- — /--------- ----------- o — — E7 — — — — i \\ \J/ u♦ i/ o/ ���°�,`OJa / / // / // / /_1210— E 51 No.2483,M6.X T_ACTN8713-_ Appr. 037-0 \ \ \ _ /J/ 13 EXISTING TREE INVENTORY 1 /16"=1'-0" WW El \\ \ \ \ \ \ \ x -- — \ RESTRICTED US nREn / / / _ - — — — _ — — — \ \ \ \ \ \ \ y n211 \\ \\ \v �,cl- 5 �/ N. TREE PROTECTION E10 ZONE, PER ARBORIST V REPORT, TYP. 24 M. / 1 A \ I\ 1 36" M. �( E10 " TREE PROTECTI REST I nREn FENCE, PER ARBORIST REPORT, TYP. TREE PROTECTION I ZONE, PER ARBORIST / REPORT, TYP. \ I / / 13 I r I jti; EXISTING TREE LEGEND TREE SYMBOL AMOUNT DESCRIPTION El E2 K ° E3 �� E4 o \� E5 �\1 o E6 -I� o E7 E8 U o E9 K E10 c A ES1 n C.IVG ES2 V .I V'7 ES3 c �.ti�> V 2 15", 22" DIA. EXISTING LIQUIDAMBAR TREE TO REMAIN 1 6" DIA. EXISTING NORFOLK ISLAND PINE TREE TO REMAIN 1 15" DIA. EXISTING QUEEN PALM TO MAIN 1 6" DIA. EXISTING PRUNUS TREE TO REMAIN 1 6" DIA. EXISTING LOQUAT TREE TO BE REMOVED 1 4" DIA. LEMON TREE TO BE REMOVED 3 12", 17", 39" DIA. BLACK WALNUT TREE TO BE REMOVED 2 20", 14" DIA. FAN PALM TREE TO BE REMOVED 3 17",16",15" DIA. CAMPHOR TREE TO BE REMOVED 4 36" 24", 36", 19" DIA. MULTI-TRUNKK BLACK WALNUT TREE TO REMAIN, REFER TO ARBORIST REPORT FOR TREE PROTECTION FENCE DETAIL EXISTING 6' H. FICUS NITIDA SHRUB HEDGE TO REMAIN 2 EXISTING 5", 4" DIA. PYGMY DATE PALM TO REMAIN 2 EXISTING 6", 8" DIA. PYGMY DATE PALM TO BE RELOCATED HERE HARDSCAPE REFERENCE LEGEND KEY NOTE SYM. COLOR /FINISH ❑1 m CONCRETE PAVING W/ CONTROL JOINT, NATURAL COLOR AND SAND BLAST FINISH POOL DECK W/ DECORATIVE STONE PAVER CONCRETE PAVING W/ 1" DIA. BLACK MEXICAN PEBBLE BAND CHARCOAL COLOR W/ SAND BLAST FINISH ® Ey ® SET 3 RAIL COUNTRY FENCE, EX. TO PRESERVE, NEW FENCE TO MATCH EX. FENCE, PER COUNTY STANDARD. ❑5 SLOPE RETAINING WALL, NATURAL GRAY SPLIT FACE BLOCK WALL TRASH BIN AREA 6" CONIC. MOW CURB FIRE PIT WITH GAS LINE, BY OTHER POOL EQUIPMENT, BY OTHER CONCRETE STEPS, PER ARCH. © . ------- ® ❑9 1 Q 11 a STEPPING STONE, MAX. 2' IN SIZE POOL FENCE & GATE PER ARCH. PLAN TREE PROTECTION FENCE, REFER TO ARBORIST REPORT FOR DETAIL 12 13 X NOTE: 1. FRONT COUNTRY FENCE, EX. TO PRESERVE IF POSSIBLE. ANY NEW FENCE SHOULD MATCH EX. FRONT COUNTRY FENCE PER COUNTY STANDARD. 2. ALL EXPOSED PORTION OF RETAINING WALLS SHOULD BE A DECORATIVE FINISH SUCH AS SPLIT -FACED BLOCK OR STUCCO TO MATCH THE RESIDENCE. OAK AND SYCAMORE TREE PROTECTION NOTES: THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY MEASURE ARE IN PLACE TO PREVENT ANY OAK AND SYCAMORE TREES FROM BEING DAMAGED, PER THE PROTECTED TREE (ARBORIST) REPORT. PROTECTIVE FENCING AT THE TREE PROTECTIVE ZONE (TPZ) MUST BE IN PLACE AT ALL TIMES, AS SHOWN ON THE ARBORIST'S REPORT OR MINIMUM 15' FROM THE OUTSIDE EDGE OF TREE TRUNK IF NOT SHOWN. FENCING MAY BE MOVED TEMPORARY TO ALLOW FOR NECESSARY CONSTRUCTION WORK, BUT SHALL BE PUT BACK AS QUICKLY AS POSSIBLE. NO HARDSCAPE CONSTRUCTION, GRADING, COMPACTION, OR TRENCHING, NO STORAGE OF MATERIALS, VEHICLES, OR DEBRIS, AND NO WASHING OF CHEMICALS OR EQUIPMENT ARE ALLOWED WITHIN THE TPZ, EXCEPT AS ALLOWED PER A PROJECT ENCROACHMENT PERMIT. ALL DEMOLITION AND GRADING WITHIN TPZ TO BE DONE WITH HAND TOOLS UNDER ARBORIST'S SUPERVISION. ALL NECESSARY TRENCHING SHOULD BE DONE BY HAND WITH PNEUMATIC OR HYDRAULIC SOIL EXCAVATION TOOLS AND ROOTS AND ROOTS LARGER THAN 1-1/2" SHOULD NOT BE CUT. THESE MEASURES MUST BE CONTINUOUSLY MAINTAINED THROUGHOUT CONSTRUCTION. *THE EXISTING PROTECTED TREES IN THE NATIVE VEGETATION AREA, OUTSIDE OF THE CONSTRUCTION/GRADING LIMITS SHALL BE BARRICADED BY CHAIN LINK FENCING WITH A MINIMUM HEIGHT OF FIVE FEET. 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 AWAY FROM THE NATIVE VEGETATION AREA. STATEMENT: I HAVE COMPLIED WITH THE CRITERIA WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. LANDSCAPE ARCHITECT: JENNY YE LICENSE: CA 5059 SIGNATURE: OWNER/ DEVELOPER: MS. YAOYAO WANG PHONE: 1(909) 967-6163 EMAIL: YAOYA08801 @GAMIL.COM SHEET INDEX: L-1 EXISTING TREE & HARDSCAPE PLAN L-2 CONCEPTUAL LANDSCAPE PLAN L-3 LANDSCAPE ENLARGEMENT PLAN L-4 LANDSCAPE MATERIAL BOARD L-5 LANDSCAPE SITE LIGHTING PLAN REVISIONS BY GONGEPT 06-10-22 GONGEPT 07-08-22 GONGEPT 11-28-22 04-0-23 06-03-23 06-26-23 10-02-23 10-12-23 11-18-23 12-13-23 Jyc LANDSCAPE ARCHITECTURE PHONE: (951)317-6825 Email: jennyhye@yahoo.com o � 6DSCgp N0 09��y si -A Signature —I Renew) Date Date tJ�Q F OF CAL\F z J nW U U) i z W W V Z U) LLI J XF- I— w wLu x U) f'1 w 0 w Q w � Z z z V1 L W �M I�� ll �L V N Q DATE 12-15-25 SCALE DRAWN JOB 220503 SHEET L-1 OF 5 SHEETS Packet Pg. 54 7.1.b / o \Iz / vaoPc� / 3" THICK WALK -ABLE BARK / MULCH BETWEEN THE SPLIT / RAIL FENCE AND THE STREET PER HOA REQUIREMENT. TYP./ N O / G # ��P..'. BENCH MARK _\�`i / •' •� • , ° ; • � ASSUMED RIM ELEV. 1226.70' `` / • ; �; • , • / / SSMH 1226.70 ��� SSMH / / ,l/ " ' # •,�. INV 1218.02 � MUK WALK-ABUF BARK LCHCBETWEEN THE SPLITRAI FENCE AND THE /' / gyp'•; + + / ���/ / ��oN S�SgPo� N ET PER HOA REQUIREMENT. TYP. RCS + / j l' '.0•. # (/ \ / ///// � �H ES3• � / TREE MITIGATION: TOTAL BLACK WALNUT TREE REMOVED: 3 TOTAL REQUIRED MITIGATION TREE AMOUNT: 9 BOTANICAL NAM E/ TREE QNTY SIZE COMMON NAME * QUERCUS AGRIFOLIA T4 9 5 GAL. COAST LIVE OAK TOTAL PROVIDED MITIGATION TREE AMOUNT: 9 *1. PER THE ARBORIST REPORT RECOMMENDS 5—GALLON MITIGATION TREES DUE TO THE QUANTITY AND SURVIVABILITY OF SMALLER CONTAINER STOCK OF NATIVE SPECIES. *2. ARBORIST REPORT 4.1 ADDENDUM �1 CONCLUSIONS: 4.1.1 TREE 1 SHALL BE PRUNED BY A CERTIFIED ARBORIST TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) STANDARDS FOR PROPER TREE PRUNING. THIS TREE APPEARS TO NOT BE Es PRUNED BY A TREE PROFESSIONAL THAT IS ISA CERTIFIED. 4.1.2 THE MITIGATION TREES SHALL BE PLANTED ONLY IN WINTER E3 / \ MULCHCBETWEEN^THE SPIT MONTHS BETWEEN NOVEMBER AND MARCH TO TAKE ADVANTAGE OF RAIL FENCE AND THE STREET THE NATURAL RAIN SEASON. TREES MAY NEED ADDITIONAL SUMMER "" E2 / ' ' ' ' \ER HOA REQUIREMENT. TYP. \ AND FALL WATER AND SHALL ONLY BE IRRIGATED TO MIMIC NATURAL RAINFALL PATTERNS. ONE IRRIGATION CYCLE SHALL BE USED LONG ENOUGH TO THOROUGHLY SOAK THE ROOT ZONES DOWN TO 36" BELOW GRADE. THE CONTRACTOR SHALL NOT OVER # # V., + + WATER AND SHOULD SPACE WATERINGS WEEKLY, OR UNTIL THE ROOT ZONE IS ALLOWED TO DRY OUT. A SOIL PROBE SHALL BE USED PRIOR TO IRRIGATION CYCLES TO VERIFY THE ROOT ZONE IS PROPERLY DRIED OUT. ' ® / 4.1.3 THE TWO LIQUIDAMBAR TREES AT THE NORTHWEST CORNER }� + + OF THE PROPERTY ARE NOW TO REMAIN PROTECTED IN PLACE. THEY DO NOT NEED TO BE MITIGATED FOR. 4.1.4 TREE 8 IS NOW NOT BEING REMOVED SO THERE ARE ONLY 3 TREES TO BE REMOVED. THE MITIGATION OF 3:1 IS NOW FOR 3 \ TREES AT A TOTAL OF 9 NEW 5 GALLON QUERCUS AGRIFOLIA. i v 5 ® �� OE9 / \ Sjoar aeE°2 TYP. z 3 I- RELO. HERE l i l l \ ,ycPF` # \ qvP. \ 3 0 13 \`)% \ tititi° O/ POO�N� ' O \ 1 10 ` \p 1 1 \ \ / OOI BP ") e F G 2 1 i \ - - -� - `� (( +emu E8 x - 22-2-- _ ♦ A / S\o `s955F I II IIIIIII \ � ♦ � � �N `N 9 � — — — — — — — — — 00 p p p p Ip p i �� ® ®VON Pam" — XEll \ I• P .I. P .I. P I'j \ — — — — — — — — — — — — — — — — — \ \ \ J N 411 — — — — — — \ I•I• I•I• I•I. / j / / — — — v \ V A \ V A / _1210— E6 •I•,oJ�/ / / / / /� _------- --_— ----- 790=5119 CT No. 23483, M—B— TRP� g 13-037-001 13 E10 __--� 1200-- _----- \\\\\\\ \\ \\ \\ �\ \ \\ / �-\--3611M > / / /RESTRI&ED US�n1zEn/ EXISTING NAATIV1= \ \ \ \ \ \ n \ SLOP€ -PLANTING N LANDSCAPE PLAN J) 1 /16"=1'-O" Y/ A' TO REMAIN \ \ \ \ \ \ \ \ AREA CALCULATION: �4 aTREE PROTECTION P`�� P ZONE, PER ARBORIST E10 \1 AREA (SQ. FT.) PERCENTAGE BUILDING 3,954.5 10.94% HARDSCAPE 5,794.7 16.03% LANDSCAPE 26,410.8 73.04% LOT AREA 36,160.0 100.00% V REPORT, TYP. 24" M. / / \-` / \ \ I \ 1 36" M. 4 E10 REQUIRED MIX OF PLANT MATERIALS TrP. ' TREE PROTECTION l I fl I `� / / REST FENCE, PER ARBORIST REPORT, TYP. + TREE PROTECTION I I ZONE, PER ARBORIST / REPORT, TYP. �\ I I / / 3 I i STATEMENT: \ / I HAVE COMPLIED WITH THE CRITERIA WATER EFFICIENT LANDSCAPE ORDINANCE AND \ V1 APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. LANDSCAPE ARCHITECT: JENNY YE LICENSE: CA 5059 SIGNATURE: PLANT MATERIAL REQUIRED % OF MIX PROVIDED % OF MIX TREES (12 TREES, FRUIT TREE NOT INCLUDED) 24—INCH BOX (3 EA.) 20% 25% *5—GALLON (9 EA.) 80% 75% SHRUB 5—GALLON 70% 72% 1—GALLON 30% 28% GROUNDCOVER COVER WITHIN 2 YEARS 100% 100% EXISTING TREE LEGEND TREE SYMBOL AMOUNT DESCRIPTION E1 �f 1) 2 15", 22" DIA. EXISTING LIQUIDAMBAR TREE TO REMAIN E2 K 0 A 1 6" DIA. EXISTING NORFOLK ISLAND PINE TREE TO REMAIN E3 01& 1 15" DIA. EXISTING QUEEN PALM TO MAIN E4 o \� 19 1 6" DIA. EXISTING PRUNUS TREE TO REMAIN E5 I I �� 1 6" DIA. EXISTING LOQUAT TREE TO BE REMOVED o E6 I o 1 4" DIA. LEMON TREE TO BE REMOVED �� E7 �� , 3 12", 17", 39" DIA. BLACK WALNUT TREE TO BE REMOVED E8 J � 2 20", 14" DIA. FAN PALM TREE TO BE REMOVED U (� E9 o �/� 3 1711, 16", 15" DIA. CAMPHOR TREE TO BE REMOVED �y 4 36", 24", 36",19" DIA. MULTI-TRUNKK BLACK WALNUT TREE TO REMAIN, E10 K 0 REFER TO ARBORIST REPORT FOR TREE PROTECTION FENCE DETAIL ES 1 - / // EXISTING 6' H. FICUS NITIDA SHRUB HEDGE TO REMAIN n � E S 2 > 2 EXISTING 5", 4" DIA. PYGMY DATE PALM TO REMAIN v n ES3 L tic > 2 EXISTING 6", 8" DIA. PYGMY DATE PALM TO BE RAJ RELOCATED HERE HARDSCAPE REFERENCE LEGEND KEY NOTE SYM. COLOR /FINISH m CONCRETE PAVING W/ CONTROL JOINT, NATURAL COLOR AND SAND BLAST FINISH POOL DECK W/ DECORATIVE STONE PAVER ❑3 CONCRETE PAVING W/ 1" DIA. BLACK MEXICAN PEBBLE BAND CHARCOAL COLOR W/ SAND BLAST FINISH 3 RAIL COUNTRY FENCE, EX. TO PRESERVE, NEW FENCE TO MATCH EX. FENCE, PER COUNTY STANDARD. SLOPE RETAINING WALL, NATURAL GRAY SPLIT FACE BLOCK WALL TRASH BIN AREA 6" CONC. MOW CURB FIRE PIT WITH GAS LINE, BY OTHER POOL EQUIPMENT, BY OTHER ® �o- © O ------- ® 1 Q CONCRETE STEPS, PER ARCH. STEPPING STONE, MAX. 2' IN SIZE POOL FENCE & GATE PER ARCH. PLAN 11 12 a Q 13 TREE PROTECTION FENCE, REFER TO ARBORIST REPORT FOR DETAIL NOTE: 1. FRONT COUNTRY FENCE, EX. TO PRESERVE IF POSSIBLE. ANY NEW FENCE SHOULD MATCH EX. FRONT COUNTRY FENCE PER COUNTY STANDARD. 2. ALL EXPOSED PORTION OF RETAINING WALLS SHOULD BE A DECORATIVE FINISH SUCH AS SPLIT -FACED BLOCK OR STUCCO TO MATCH THE RESIDENCE. PLANTING LEGEND BOTANICAL NAME/ WATER USE TREE SYMBOL QNTY SIZE COMMON NAME PLANT FACTOR JACARANDA MIMOSIFOLIA MODERATE T1 2 24" BOX JACARANDA .5 T2- 1 24" BOX CERCIDIUM FLORIDUM LOW BLUE PALO VERDE .3 15 GAL. FRUIT TREE TO BE SELECTED MODERATE T3 + 7 T4 9 BY OWNER •5 *5 GAL. QUERCUS AGRIFOLIA COAST LIVE OAK (*MITIGATION TREE) LOW .3 SHRUB SYMBOL S1 O 64 5 GAL OLEA EUROPAEA 'MONTRA' LOW LITTLE OLLIE DWARF OLIVE .3 AGAVE S.XA. 'BLUE FLAME' LOW S2 16 5 GAL BLUE FLAME AGAVE .3 S3 12 5 GAL PHORMIUM TENAX 'RUBRUM' LOW NEW ZEALAND FLAX .3 1 GAL SENECIO VITALIS 'SERPENTS' LOW 59 S4 O BLUE CHALK STICKS .3 FICUS NITIDA (MATCH EXISTING) MODERATE S5 5 15 GAL INDIAN LAUREL FIG (HEDGE) .5 S6 30 5 GAL UM DECORUM 'SUNBURST' LOW . C PPIER PINWHEEL S7 34 5 GAL ALOE STRIATA LOW ` W CORAL ALOES .3 1 GAL KALANCHOE THYRSIFLORA LOW S8 43 FLATJACK PLANT .3 CISTUS 'GRAYSWOOD PINK' LOW S9 O 50 5 GAL GRAYSWOOD PINK ROCK ROSE S10 O 29 5 GAL PHLOMIS FRUTICOSA LOW JERUSALEM SAGE .3 LOW LAVANDULA ANGUSTIFOLIA S11 O 28 5 GAL ENGLISH LAVENDER .3 GROUNDCOVER QNTY. SPACING GC1 TRI- AR ANGSPACING 6" O.C. SEDUM R. 'ANGELINA' PLANT LOW FLATS ANGELINA STONE CROP .3 GC2 -= = - TRI- ANGULAR 6" O.C. DYMONDIA MARGARETAE LOW SPACING FLATS DYMONDIA 3 GC3 x x x x TRI- ANGULAR 3' O.C. MYOPORUM PARVIFOLIUM LOW x x x x SPACING 1 GAL N.C.N. •3 TURF TURF (SANT. AUGUSTINE GRASS) LOW .6 — HERB GARDEN MODERATE .5 3" THICK WALK-ON BARK MULCH COVER, SHREDDED WOOD CHIPS 1"-3" LENGTH, 3 8"-5/8" DIAMETER -- NOTE: 1. PROVIDE 3" THICK BARK MULCH UNDER ALL GROUNDCOVER /SHRUB TYP. REVISIONS BY GONGEPT 06-10-22 GONGEPT 07-08-22 GONGEPT II-28-22 04-0-23 06-03-25 06-26-23 10-02-23 10-12-23 11-15-25 12-13-23 0I-10-24 Jyc LANDSCAPE ARCHITECTURE PHONE: (951)317-6825 Email: jennyhye@yahoo.com O �p,NDSCgpF N0. 6 �� co s y w n Signature '--t Renewl Date ��9J. Date tJ`P F �F CAL \F�� Z nJ W U (/ / 0 Z Q J J D W U Z O w U J H F- LU w w Q O Q w z z (,/1 w IL N Q DATE OI-10-24 SCALE DRAWN JOB 220505 SHEET L-2 OF 5 SHEETS Packet Pg. 55 7.1.b N64000'20"E 116.58' — -- O*f O�'M EXISTING TREE LEGEND N D IAN CREEK LANE � TREE SYMBOL AMOUNT DESCRIPTION 'E1 � � a � 2 15", 22"DIA. EXISTING LIQUIDAMBAR TREE TO REMAIN Rq/4 FCy B l'j��� �'!/ `C E2 K 0 1 6" DIA. EXISTING NORFOLK ISLAND PINE TREE TO REMAIN vs pFR 1/04 CF gT�FFN qB�F - — — — E3 . 1 15" DIA. EXISTING QUEEN PALM TO MAIN /10TF R __e�OF' yF Spy/T f �� FMFN� TRFFT _ — — — \ E4 (\\ 01) 1 6" DIA. EXISTING PRUNUS TREE TO REMAIN —------------- -- — — —-------------- --- �� - —---------- ----- " ", �� �`�' 36", 24", 36", 19" DIA. MULTI-TRUNKK BLACK WALNUT TREE TO REMAIN, E104 REFER TO ARBORIST REPORT FOR TREE PROTECTION FENCE DETAIL Awax „ O „ (E) DRIVEWAY APPROACH EXISTING 6 H. FICUS NITIDA SHRUB HEDGE TO REMAIN MB MB „"" ES1 E DRIVEWAY APPROACH � ES2 2 EXISTING DIA. PYGMY DATE PALM TO REMAIN X > 5 4 „ 6D 8 D 3N PB ++ ++00 O — — •- - _ ,��/ j/ „ ° " "„ yLj(� T/y/C/� ES3 2 RELOCATE HERE . PYGMY DATE PALM TO BE O 0OO O EXISTING IA + + ++ Y. x 4° �58� O / — _ _ _ _ — — / x // „ „ "„ FR /y CF Fiy B�F B PLANTING LEGEND + - + + - - xL x / /� - - - - - T •/ / / x // // x x j j „ „ ° I?et Tye Sp�R� BOTANICAL NAME/ WATER USE ++ ++ x �� //� _ — _ / // / // / /` „ " ' "„"„ RFMFN STRUT TREE SYMBOL QNTY SIZE COMMON NAME PLANT FACTOR + , �' // „ -, ' T FT JACARANDA MIMOSIFOLIA + /// / / // x / " „ " " �'/� T1 2 24 BOX JACARANDA MODERATE + + + / / / 5 + + // / / F �. '- ` ° ' " CERCIDIUM FLORIDUM LOW + -- - — / / // RF�O� _ -1230 _ _ T2 1 24 BOX BLUE PALO VERDE 3 + _ o / FRUIT TREE TO BE SELECTED MODERATE + + + //// / F \ FS'2 FS, /�/ j/ „ °, \\ T3 • 7 15 GAL. BY OWNER 5 ®RF", T4 9 *5 GAL. QUERCUS AGRIFOLIA LOW +++++ / �� yF TURF TURF /// „ ' COAST LIVE OAK (*MITIGATION TREE) 3 + (D „ \ -SHRUB SYMBOL \ OLEA EUROPAEA 'MONTRA' LOW + ++ + / ' 15' MIN. WIDE FIR LANE OFFSET + \ jj \ S1 64 5 GAL ++ ++ + // LITTLE OLLIE DWARF OLIVE .3 \ 16 5 GAL AGAVE S.XA. 'BLUE FLAME' LOW + + + / 1 + + ++ / w I �/ \\ S2 BLUE FLAME AGAVE .3 + ,+ + + O /----------------------- o — �I / \ PHORMIUM TENAX 'RUBRUM' LOW + + + S3 12 5 GAL NEW ZEALAND FLAX .3 ++++ + // 00/ + + + � // `� _ _ x / x � / "„ " " " ° \ S4 � 59 1 GAL SENECIO VITALIS 'SERPENTS' LOW + + + / / 30' FRONT SETBACK LINE (FROM PL) _ „ " \ O BLUE CHALK STICKS .3 + + — — — — — — — — UP / + — — / + + + � � � x � � " ' '- ' \ FICUS NITIDA (MATCH EXIST + ING) MODERATE + + + +O � + + +v x °Oo / + + I I ® I I �/ / F 51229.83' + + + I OO F.S1ILANDIN )I — -------- B O} + + + + + + 0 [E] 1 +++++� IEL1229.5' _ 5 15 GAL INDIAN LAUREL FIG (HEDGE) •5 'SUNBURST' LOW ' AEONIUM DECORUM S6 . 30 5 GAL COPPER PINWHEEL .3 0 / " ' " S7 34 5 GAL ALOE STRIATA LOW ----� CORAL ALOES .3 F I KI " KALANCHOE THYRSIFLORA LOW Q 1 + + + A+ ADU FINISH FLOOR I I j ` S8 43 1 GAL FLATJACK PLANT .3 + + + + O I PARKING 3-CAR GARAGE + � (UNCOVERED) i I \ AREA 0// "„ ` „ " "„ S9 + EL123o' 2 BED / 2BA O 50 5 GAL GISTUS RAYSWOOD YPINKOD PINK' ROCK ROSE LOW + + + DETACHED UNIT I /j 1 + + � BATH I I + +I� O I FINISH FLOOR 1,000 SF I // " " S10 PHLOMIS FRUTICOSA LOW + I /c I .......................................... " 29 AL JERUSALEM SAGE 3 + + + + o / L - - - - - -J ❑ LAVANDULA ANGUSTIFOLIA LOW + + +\ I / " " " "„ Sill O 28 5 GAL + + + O WH I // ENGLISH LAVENDER .3 r 1 A GROUNDCOVER QNTY. SPACING +++ + 0 O ++ ++ + a3' I 2-STORY SINGLE FAMILY DWELLING C II ` / „ "„ „ " "„ GC1 ��� ANGULAR 6" SEDUM R. 'ANGELINA' PLANT 0 Le0 C LOW IFS'(LANDING) 229.83'F.S. LANDIN ❑ 4 BED / 4.5 BATH „ " " " SPACING FLATS ANGELINA STONE CROP .3 + + + + + COVERED PATIO (59.5 SF) I 4,662 SF ❑ , „ / " \ _ _ _ _ _ _ + I o 5 -0 °„ " _ _ _ _ = 6" O.C. DYMONDIA MARGARETAE LOW TRI + ANGU ++ ++ ' ° o ❑� \ ®I \ // " " \ GC2 PACING FLATS DYMONDIA .3 1 +++++ O -(Da(, i / „ '- „ \ GC x x x x ANGULAR 3 O.C. MYOPORUM PARVIFOLIUM LOW \ + + „ ' + 1/A /, ,/, /� / / ,/, / /, /� /� I \ SPACING 1 N.C.N. 1 ++ ++ + / '/ / / /' /,/' /, /' // / '// /' / '/ /' / '/' / '/' ts' I Y./ " " „ " " '- " TURF— TURF SANT. UGUSTINE GRASS 3 /� /' � / � � � ( ) LOW + + + + + '/' / /' / '/, /' / '/; / '/' / /, 2t A/, /, / /// '/ / A/, /// /// // ,/, 0 /// /// ' AA / "„ " " "„ + /, �A / / / / / / / / / / /, '/ / / 0 / MODERATE + +� / / / / % i 2ND FL LINE FINISH FLOOR \ + + + / '�, / / �A / '/, / '/ / '/' / /' / / /, /, / /, / /, / / ' URF// /_ „ „ ' \ HERB GARDEN .5 + + + + ,/ / ,/ / A/ / A/ /A /A I 2ND FL LINE / \ / + + + + A, , A/, A/, ' A/, �� ���������� ��������������� I EL1229.83' +++ + SO` /O4-F.S. (LANDING)+ / +/------ - - - - - - — — - --— — — — — — — — — — — — — — — — — — — — +++ '2ND FL BALCONY LINE 229.3 10 F.LS.++++ EL 1230' ++++ PLANT- TO -SCREEN WALL $FINISH FLOOR ++ A \ " 0 ' I I G) --- a - IL oft EL 1229 i DIN EL 1229.5' DN F.S. PAVER — — — — �/— — — ----------\ „ — ----- EL 1227.OS IN GROUND SPA I 1 I — _ _ _ _ _ _ _ _ iF.S.ITILE I-- —— \\ OTHERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �--_(42' WATER DEPTH) 02 - I r I I - I \1224=�===��=o „ kil- �EL - - --__------------ �_ B.O.POOL / I — — — — --_— — —_— ___— BY OTHER WATER DEPTH)I ♦ " '„ " " \ ap POOL / 1 ❑ x x x I EL 122ILI ' _— /// -----------=-----00 0 LIMIT �OF, WORK/ FOUNDATION PLANT TO -SCREEN WALL x \\0\\� 10 \� a o/'/ /' /' SST // /// //-' ,, \`\ ` , 19%��✓ �' I �, TREE PROTECTION O � \'o \ \ \ FENCE, PER ARBORIST \ \ \ \ \ REPORT, TYP. \ \ X� m / 1 C \\_ \\\ \\ TREE PROTECTION -ZONE, �� �\ 1 PER ARBORIST REPORT, TYP. v V / k, 44 X �- 13 a v, / % 12 x ,E 3� v , / / / m / / / / / / / / - - - �� ` \ REVISIONS BY PROJECT NAME: DATE 12-13-23 1 / I / /PROTECTION\ \ 1 GONGEPT 06-10-22 ��� �-(E No, pF9,p SHEET TITTLE: SCALE PER PLAN NRDSC / / / TREE _ \CUSTOM HOME ;FENCE, PER ARBORIST — — — � � 1'� \ � �� ��y sos �y REPORT, TYP. • 1 \ � _ _ �`I � GONGEPT 07-08-22 Jyc� �� � -� LANDSCAPE CONCEPT DRAWN TREE PROTECTION ZONE, `� \ c� m Signature --I �`, ' ' � � 12-07-22 04-IS-23 LANDSCAPE L„ 9 PER ARBORIST REPORT, � �\ /� , , TYP. --- - ` _ _ ` ` \ 06-05-23 06-28-23 ARCHITECTURE �� 8eW Date ENLARGEMENT LANDSCAPE PLAN _ �� 10-02-23 II-18-23 9� Date �� (Y1 —�_�0� — — PHONE: (951)317-6825 F Q`/8"=1'-0° 0 48' / / / / - -JL 119� ��, 12-13-23 Email:jennyhye@yahoo.comN11 OF CALAF 23 3 O INDIAN CREEK RD, JOB 220503 DIAMOND BAR , CA 91765 SHEET L-3 OF 5 SHEETS Packet Pg. 56 7.1.b A. NATURAL COLOR CONC. PAVING W/ BLACK PEBBLE INFILL D. FIRE PIT - . -.'! I; G. STEPPING STONE Crysta I White X-50 (79) Base 100 + -M 4 B. POOL DECKING W/ NATURAL STONE PAVER E. SMALL BLACK PEBBLE H. SLOPE CONIC. RETAINING WALL LAHABRA CRYSTAL WHITE STUCCO FINISH w J. FRAMELESS GLASS POOL FENCE ,4 REVISIONS BY CONCEPT 0(9-10-22 CONCEPT 01-08-22 CONCEPT II-28-22 04-18-23 06-03-23 06-26-23 10-02-23 10-12-23 JYC LANDSCAPE ARCHITECTURE PHONE: (951)317-6825 Email: jennyhye@yahoo.com O �,N, ADSCgp E N0 Cos CD m c-) r Signature Renewl Dale CP�'9T Date F OF CA0\ J Q — W CD W Q � Q W Lu U 0. Z Q W U � U) uJ 0 LL Z w Q J w J H F W W INC Q W � 0 W � Q � Q � w [—� O Z W a � l DATE 10-12-25 SCALE DRAWN JOB 220505 SHEET L-4 OF 5 SHEETS Packet Pg. 57 7.1.b LANDSCAPE SITE LIGHTING LEGEND N64000'20"E 116.58' _ -- -------------------------------- MATERIAL & FINISH SYMBOL DESCRIPTION MOUNTING HEIGHT MFG./ CATALOG NO. N D I A N CREEK LANE 3,, PATHWAY LIGHT 23"NIGHT BLACK LED wEHT, #1 LANDSCAPE PATH � LIGHT, #13T81 OR EQUAL BLACK POWDER COATED HAMPTONBAY LED #JA002601 L R,q/4 �C// wq O �/j, i' WALL LIGHT ALUMINUM, 3.3" H. x10.6"W. OR EQUAL. pFR y�NCF gTwFqB�F _ _ _ - - BLACK POWDER COATED HAMPTON BAY LED #305445332 q RFQ'vD FN ry TtiF BqR� _ _ _ - - - - \ \ \ \ \ �' UPLIGHT IN PLANTER AREA ALUMINUM, 5.25" H. OR EQUAL. /RF F ST p��T - - \ POOL & SPA LIGHT BY OTHER -- MF,yT - �� - - - - - - - - - - - - - - - - - --------- -- --------- ---- „' „"° " ,," „" „ „" „LIGHT SWITCH LOCATION PER OWNER - p „-' „-' " „ " — — — - „ „ „ „ „ „ „ „ RIVEWAY APPROACH " "„ „ " „ „ " "„ „ „ „ " " „ " „ " „ " " " '- . / TRANSFORMER W/TIM E RIVEWAY APPROACH / / /// " „ „ „ " „ „ „ " MB ER () - x SITE VERIFY LOCATION WITH OWNER " _ " ' O " LIGHTING NOTE DN PIS _ 00 ++++ 00 _ C O OCj CC - - - _ _ _ = - •- _ - ///�// " "„ \ M� T/y/� 1. THE DESIGN IS DIAGRAMMATIC, ACTUAL LOCATIONS OF LIGHT FIXTURES, POWER SUPPLIES, O O 00 O SWITCHES, PUMPS, ETC. MAY BE ADJUSTED BY CONTRACTOR ON SITE. + + - - - - — - // C F 2. THE CONTRACTOR SHALL COORDINATE WITH OWNER ON LOCATIONS OF EXISTING POWER x O _� J- _ ++ + /+ \ 4 �• �58 / / / 00 I x ' �� // "„ ° "„ " "„ \ y°q R NO �yF egRlf SUPPLY AND DETERMINE POWER CONSTRAINS FOR BEST LOCATION. + r, q + + r+ y X L x ��// / T / / 00 x — /% ///!c0 x�' \ /// „ " " " „ \ FQU/R TtiF Spl iT + +� ++' �� •� • // - — - / // / / //� // O/ " '„ " ' \ FMFN STR�' 3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY CONDUIT, J-BOXES, WIRES, TIMERS, 1 + + +I1 / / O/// // \ \ //O /�/ ETC. AS REQUIRED FOR A COMPLETE AND OPERATING JOB. + ++ + i /////// / / _ _ / //I I / �// '- " „ " \ 4. ALL FIXTURES SHALL HAVE BELOW GRADE JUNCTION BOXES. 1+ +\+ ++ +/O/ _ / - - - V //_ % \ 5. PROVIDE SAMPLES TO OWNER FOR APPROVAL ON COLOR, TEXTURE AND FINISH OF LIGHT >-- / 1 + + +++-'�/i \ " \\ FIXTURES. I+ + + ' / // / \ \� / O/ 6. ALL LIGHTING SHALL BE INSTALLED PER LOCAL AND STATE CODES AND REGULATIONS. + + + + + x O// / \ / „ 1 + ++ ++ + / // \ 1228 - - 7. THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR FINAL LIGHT SWITCH LOCATIONS // AND REMOTE CONTROL UNITS. SUBMIT SHOP DRAWINGS TO OWNER FOR APPROVAL. _ \ / \ + + 15' MIN. WIDE FIR ANE OFFSET 1 + + + — — // ++ ++ ++ "„ " \ 8. UNDERGROUND 12-VOLT CABLES SHALL BE #12-2 OR HEAVIER GAUGE CABLE. MAXIMUM 1 + + + / // " ' \ RUN LENGTHS SHALL BE 100'. + + + + + / 1 +++ + I----- / \ + + + O / - - - - - - - - - - - - - - - - - - - - - - j _ , \� v " 9. USE DOUBLE #12-2 OR LARGER CABLES SUCH AS #8-2 WHEN RUNS EXCEED 100'. + + + / / /O / // A + + + +/�' /�/� // i /// /� x x / x / ','„ \\ 10. CABLES SHALL BE INSTALLED AT 6" MIN. DEPTH AND SHOULD FOLLOW BARRIERS SUCH AS + SIDEWALK EDGES, SPRINKLER RUNS, ETC. WHEREVER POSSIBLE. 1 + + ++ /// / O 30' FRONT SETBACK LINE (FROM PL)�/ " \ 11 +++++� > I \ +++++ , n I I- -------- B - - + x I I' 1+++� o O 1 11. PROVIDE 12 EXCESS CABLE BURIED AT EACH FIXTURE TO ALLOW FOR FUTURE FIXTURE ADJUSTMENT AS PLANT MATERIAL MATURES. 13. LIGHTING TO BE LOW LUMEN (150 OR LESS PER FIXTURE) AND LOW KEVIN (3000 OR LESS) ADU ++++++\ O / I PARKING I 3-CAR GARAGE LJ tQ + r� r DETACHED ADU UNIT I AREA 1+++++� I (UNCOVERED) I I + + 2 BED / 2 BATH 1 ++ ++I�+ O I 1,000SF O + I ® I I I + + � " \ + + +++ I ®® O „ + O \ O + + ++ ++ + 2-STORY SINGLE FAMILY DWELLING I � \ OEl „ + + + 4 BED / 4.5 BATH 1 + + +(�� COVERED PATIO (59.5 SF) I 4,662 SF / \ 1 0 ++++ ++ i o O + + + + 0000000 I " 0 , I + + O \ I + \ 1 +++ /�//,// / / / / / / /, , ICI + / / / / / / / / / / / / / / / / / / / / + /, /, /, / /, / � / / ________ I / /„ ++++++++� I / / /' / / El / /' / / // / / / / '/ / / / / / / / / / / / / // / / / '/ '/ ------ —2ND FL LINE --- // \ + / /, /, O 1+ + / / / / / / / / ++ + + / �/, �/, / / � / �, / I 2ND FL LINE + + / / / - _ + +++++---------------------------------- + ❑ / � /i + + + + ♦ . -' p LAND ZO_SC-REN WALL + / // r \ LIT-- 1`.+ + + / - i •�� _-----_--- OHO / ----- _ Ir I 1_______________ - I „ " '„ „ „ 1224- I=------------ 1___________ ___ \ „ „ •00 •,,, POOL \ \ • • • I ' n' \ i `-- 1 O EO. \ POOL 000 \ 2 O S 00 �_______________ _____ _000 LIMIT WORK/ FOUNDATION PLANT TO SCREEN WALL \ \ I \ x // // /--- \— \� \\ \\ \\ \\\\� O \\ /CID I \ t-d 12 c� -A \ / \ YO 83 \� / _44 v A 1 / / // / // // /� �� �� / / / / / / X �/� ♦� ��� v v A \ �� \ LED WALL LIGHT LED UPLIGHT 1200x 3 � - � v DATE REVISIONS BY NDSC / PROJECT NAME: I I-I8-23 �P AP�c SHEET TITTLE: ITE LIGHTING PLAN ' / -/ // - ' ,\ GONGEPT06-I0-22 ���Oy.lE N0, sq�C� CUSTOM HOME SCALE PER PLAN TP1 / -- I �� 0 ti0 4' 8' / / / / / / ,� �� T - GONGEPT 07-OS-22 Jyc `�'' �� DRAWN /8"=1 ' 0" / / W m I2-01-22 04-IS-23 NOTE: THE GARDEN LIGHTING IS TO BE LOW LUMEN (150 // / / — — — — _ - — — — — _ 06-05-23 0(9-2S-23 IO-02-23 II-0-23 OR LESS PER FIXTURE) AND LOW KEVIN (3000 OR LESS) // // // // / / — — _ — — — \'��'' �C— — — --- LANDSCAPE ARCHITECTURE PHONE: (951)317-6825 Email: jennyhye@yahoo.com c' Signature —q enew ate (P�F Date O���Q OF CALF S I T E L I G H T I N G PLAN 23 3 0 INDIAN CREEK RD, JOB 220503 DIAMOND BAR , CA 91765 SHEET L-5 OF 5 SHEETS Packet Pg. 58 7.1.b 20 CONCEPTUAL GRADING PLAN 0 20 SCALE 1 " 12"-HIGH EARTH BERM / PL AVERAGE SLOPE: �Op,O NxA 6 �. PARCEL 2, PER TITLE RI EASEMENT FOR INGRESS ITEMS 6,9,11 & 14 OF TITI / / / / / RESTRICTED U� lo, loe / \ \ \ \ \ \ \ \ \ \ CALCULATING AVERAGE SLOPE: \\\ SLOPE _ 0.002296 x I L \ \ A \ \ 0.002296 x 2 x 5,404.7 \\ _ 1.021 = 24.3% 1 = CONTOUR INTERVAL IN FEET L = SUMMATION OF LENGTH OF ALL CONTOURS A = AREA IN NET ACRES OF PARCEL BEING CONSIDRED 1217.50FG )PE SETBACK IIN 15' 2N 0 0 r` N N Co O O U) LL 0 0 rn N T � / Cq N N / / viaz9.a3''�� 1770')A C 18.00 SLOPE SETBACK N EX.GRADE PILE PER STRUCTURAL PLAN nRlp STRI / T D UAREA / �,/ /. / i / FF 1230_00 ABBREVIATIONS: LEGEND: AC ............. Asphalt Concrete (100.25) .......... Existing Elevation C/B ........... Catch Basin CBW .......... Conc. Block Wall — —101 — .... Ex. Ground Contour Line CONC...... Concrete--X--X-- ....... Chain Link Fence CONST...... Construct D/A ........... Driveway Appron---- "---- "---- ....... Wrought Iron Fence DMH .......... Drainage Manhole -7-7-7?. 7. Ex. Structure IDS ........... Downspout DWY........... Driveway ............. Fire Hydrant EP ............. Edison Pole moo- ............ Street Light EX ............. Existing Area Light FH ............. Fire Hydrant FL ............. Flow Line Elevation Hv ............. Height of Wall ......... Ex. Tree, Diameter GV ............. Gas Valve INV............ Invert Elevation 10" LS ........... Landscape Area P/A ........... Planter Area P/L ........... Property Boundary Line PLANTER WALL PVMT......... Pavement ...... Prop. Flow Line for Swale S/W .......... Sidewalk SMH .......... Sewer Manhole Prop. Sheet Flow TC ............. Top of Curb Elevation ...... Ex. Flow TG ............. Top of Grate Elevation X ...... Area Drain TW ............. Top of Wall Elevation WM ............ Water Meter ............. Catch basin WV ............. Water Valve C&G ............ Curb & Gutter UT ............ Underground Transformer..To Remain ET ............ Electrical Room ALL STORMDRAIN LINES AND GRATE INLETS SHOWN ON PLAN ARE PROPOSED. VICINITY MAP TG 680-C-5 NOT TO SCALE (9N TOTAL LOT AREA (GROSS) = 44,480 SF (1.02 AC) TOTAL LOT AREA (NET) = 44,480 SF (1.02 AC) DISTURBED AREA = 23,283 SF (0.534 AC) THE EXISTING IMPERVIOUS AREA = 6,550 SF THE PROPOSED IMPERVIOUS AREA = 11,625 SF EARTHWORK QUANTITIES: CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT MAY VARY DUE TO OTHER UNKNOWN FACTORS. (SITE CONDITION, SOIL ENGINEE' S RECOMMENDATION) CUT: 884.2 CUBIC YARDS, FILL(INCLUDING 15%SHRINKAGE: 492.9 CUBIC YARDS. TOTAL: 1,377.1 CUBIC YARDS, OVEREXCAVATION: 672.2 CUBIC YARDS. 15%SHRINKAGE 100.8 CUBIC YARDS EXPORT: 290.4 CUBIC YARDS. 1ALL BE BARRICADED BY CHAIN LINK FENCING WITH A MINIMUM HEIGHT OF FIVE FEET. CHAIN LINK FENCING SHALL BE 1PPORTED BY VERTICAL POSTS AT A MAXIMUM OF TEN -FOOT INTERVALS TO KEEP THE FENCING UPRIGHT AND IN PLACE. The works within Clear Creek Ln will require review and approval I 160- 20 PROTECTION-ZONE/FENCE MIN. 5' BEYOND DRIP LINE /-'/ T 11.4 / 19An PL 1240 I 1230 I 1220 I 1210 I 1200 I 1190 is BENCHMARK ASSUMED SSMH RIM ELEVATION = 1226.70 FT. SCALE: 1 "=20' F_ I I �I 18 LOPE SETBACK ZI oI 3: $:51 c�I LL o � U_ O C O , N - j cV N MI° ---OFF-1-2,3QAD------ N oEX.GRADE N . DETAIL 1 ' I �• 'MIN 15' LOPE SETBACK PILE PER STRUCTURAL PLAN I I I I ----------------- I RADE by the HOA. CLEAR CREEK LANE PL CL PL 32' 32' 7.71'---j16.28'-- 15.72' y I I IW CD O In O O co N N co —1 4.4' i— 1226 THE WORKS WITHIN INDIAN CREEK RD WILL REQUIRE REVIEW AND APPROVAL BY THE HOA. INDIAN CREEK ROAD PL CL PL 32 32 LL N 00 �o QVvESS/o l 06 q EX.GRADE 04 N N C- 22% ------ - 1 °% IN MAN - 2 w rri No. 79702 * EXP. 09-30-24 C/VIA �\Q F of C CITY OF DIAMOND BAR GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE SECTION B THIS PLAN HAS BEEN REVIEW BY SCALE: 1 "=20' AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORT(S) DATED PROJECT NO. REVIEW WAS LIMITED TO THE GEOTECHINICAL ASPECTS OF THE PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE SUBDIVISION ACCURACY OF DIMENSIONS, MEASUREMENTS,CALCULATIONS, BASIS OF BEARINGS LAND SURVEY OR ANY PORTION THEREOF. THE BEARINGS SHOWN HEREON ARE BASED ON THE CIVIL ENGINEERING BEARING N43009'50"W OF A COURSE IN THE STREET & DESIGN CENTERLINE OF CLEAR CREEK LANE AS SHOWN ON 135 N. SAN GABRIEL BLVD. THE MAP OF TRACT No. 23483, M.B. 790, PAGES 5 TO 19. TRITECH SAN GABRIEL, CA 91775 SOIL ENGINEER RGE DATE ENGINEERING TEL: (626) 570-1918 GROUP EMAIL: info@tritechengineer.com ENGINEER GEOLOGIST CEG DATE APN: 8713-037-001 LEGAL DESCRIPTION: PLANS APPROVED BY: CITY OF DIAMOND BAR: LOT 70 OF TRACT No. 23483, IN UNINCORPORATED TERRITORY OF THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 790, PAGES 5 THROUGH 19 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. DAVID G. LIU CITY ENGINEER RCE 44053 DATE PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: OWNER: SITE ADDRESS: 2330 INDIAN CREEK ROAD DIAMOND BAR, CA 91765 DATE CONCEPTUAL GRADING PLAN 01/11/2024 DRAWN BY: SM CHECK BY: SCALE: 1"=20' GUAN WANG RCE 79702 DATE Packet Pg. 59 MATERIAL COLOR BOARD 2330 INDIAN CREEK RD. DIAMOND BAR LOT 70 - TRACT 23483 PRIMARY WALL CLADDING MFG: JAMES HARDIE NAME: ARTISAN SHIPLAP SIDING COLOR: DUNN-EDWARDS "STARGAZING" DE-6336 ACCENT WALL CLADDING MFG: DELTA MILLWORKS NAME: ACCOYA BARNWOOD COLOR: IVORY - SMOOTH 1/4 SAWN PIVOT ENTRY DOOR MFG: PIVOT DOOR CO. MODEL: POLA FINISH: WHITE OAK GARAGE DOOR MFG: CLOPLAY MODEL: RESERVE MODERN FINISH: CEDAR / STAIN TO MATCH ENTRY ROOFING MATERIAL MFG: GAF ROOFING MODEL: ENERGYCAP 30 FIR GRANULE FINISH: STANDARD WHITE WINDOWS MFG: MILGARD MODEL: THERMALLY IMPROVED ALU. COLOR: BLACK PATIO DOORS MFG: FLEETWOOD MODEL: 3070-T MULTI -SLIDE FINISH: BLACK 7.1.c GLASS RAILING MFG: CR LAURENCE FINISH: ANON IZED BLACK SHOE / TOPRAIL Packet Pg. 60 Trees M Desi n g Landscape Architecture /Consulting Arboriculture 2351 Bouganvillea Cir. Corona, CA 92879 - (909) 528-3257 - treesanddesign@gmail.com - CA 5785 - WE-9665A Tree Report Addendum #1 December 11, 2023 Client: Joy Pan, Jianmei Wang Residence 2330 Indian Creek Drive Diamond Bar, CA 91765 Project: Single Family Residence in Diamond Bar Location: 2330 Indian Creek Drive, Diamond Bar, CA 91765 Arborist: Jeffrey Trojanowski, ASLA, ISA; Trees and Design RLA - CA-5785 ISA - WE-9665A Contents: 1. Introduction/Instructions/Limitations 2. Tree Survey Details 3. Tree Survey Comments 4. Conclusions 5. Arborist Disclosure Statement 6. Appendix A: Arborist Certifications 7. Appendix B: Tree Photo Catalogue 8. Appendix C: Tree Inventory Matrix 9. Appendix D: Tree Location Plan 10. Appendix E: Tree Protection Plan 11. Appendix F: Tree Protection Detail 1.0 Introduction/Instructions/Limitations: 1.1 This addendum was commissioned by Michael Wang of MPLUSD to resurvey trees for health and sustainability for the trees within the limits of 2330 Indian Creek Drive, in the City of Diamond Bar, CA. Packet Pg. 61 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 1.2 The proposed development will update the existing residence and landscape. The trees on this property have been inventoried, tagged, and surveyed for their health and suitability. 1.3 The tree survey was taken on Saturday February 6, 2021. 1.3.1 The tree resurvey was taken on Saturday June 17, 2023 1.4 The limits of the tree report are within property lines of the existing site. Delineated with a white vinyl split rail fence to the south, block and tubular steel fence to the east, this street to the north, and Indian Creek Drive to the West. There is white flagging with red polka dots that is used to delineate limits of work at the southeast corner where there were gaps on the fencing and the property line was not delineated. 1.5 This tree report and inventory only reflects the trees on site at time of the report. No shrubs were surveyed on this report and inventory. 1.6 All the trees have been inspected from the ground level using visual observation. If a more detailed report is needed, it will be outlined within the recommendations. 1.7 Trees are living organisms whose conditions and health can change rapidly. The limitation of this report is 6 months from the date of the survey, due to human/vehicle interaction and weather. 1.8 Trees that are less than 4" DBH, trees that have been cut down or damaged, and only have smaller branches upright becoming trunks, or trees that were dead were not considered for this inventory, as there are is no monetary or mitigatable value. 2.0 Tree Survey Details: 2.1 The tree survey includes all alive trees that will be affected by construction, as shown on the attached plan. Each tree has been tagged, given a number for identification, shown on the plan, can given a category based on its quality and value. 2.2 The health categories are as follows: G - Good These trees are in good health and structure, free of disease and infestation F - Fair These trees are in moderate/fair health, and have structural defects and/or poor growth habits. P - Poor These trees are in poor health, have structural defects and/or poor growth habits, and are dying or dead. 2.3 The tree health categories were founded based on the five different factors of the trees. These are: Roots, Trunk, Scaffold Branches, Small Branches/Twigs, and Foliage/Buds. Each factor has two categories: health and structure. Each category has four levels (1-4) to rate the category, giving a tree a score between 10-40. They are then assigned a percentage for health. 2.4 The tree heights and widths were measured with a Merritt Hypsometer. Page 2 of 16 Packet Pg. 62 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 2.5 The stem diameters have been taken at approximately 4'-6" above the ground, or Diameter at Breast Height (DBH) 3.0 Tree Notes: 3.1 There are 7 protected Juglans californica (California Black Walnut) on site. Three of the seven trees are to be protected and the remaining four shall be removed and mitigated for. 3.1.1 Tree 4, Juglans californica, is of poor form, both by growth and pruning in the past. This tree has poor trunk and scaffold branch health and structure. This tree shall be removed for development and mitigated for. 3.1.2 Tree 7, Juglans californica, is of poor form, and up against the existing deck. This tree shall be removed for development and mitigated for. 3.1.4 Tree 9, Juglans californica, is of poor form, and growing as a multi -trunk shrub and growing in competition with an adjacent Toyon shrub. Both root zones are 24"-36" apart from each other. This tree shall be removed for development and mitigated for. 3.2 The two Washingtonia robusta (Mexican Fan Palm) shall be removed on the slope. These trees are not protected or mitigatable. 3.3 There are three Cinnamomum camphora (Camphor Tree) that are near death and are in danger of major branch failure. These trees shall be removed for development. 3.4 Trees 13-16 shall be protected in place during construction. Surrounded by a protection fence per the protection plan. 3.5 The two Liquidambar styraciflua (American Sweet Gum) (trees 18-19) at the Northwest corner of the property are healthy, but in the right of way close to the new driveway. These trees shall be removed and mitigated for. 3.6 At the west property line, trees 19 & 20, shall remain and be protected. There is a lemon tree adjacent to these trees that will also be protected. This lemon tree was not documented due to size, however, will be protected. 3.1 Addendum #1 Tree Notes: 3.1.1 There are still 7 protected Juglans californica (California Black Walnut) on site. Four of the seven trees are to be protected and the remaining three shall be removed and mitigated for. 3.1.1.1 Tree 1 has been pruned within the last week or so. The branches have been left on the ground. This is a protected tree. This tree was not pruned properly as shown on Photos 26-27. This tree shall be pruned to be cut to industry standards. Page 3 of 16 Packet Pg. 63 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 3.1.1.2 Tree 2 has storm damage. The main vertical stem has snapped and is leaning over. It is still thriving and shall not be touched. There are small seedlings growing under the main canopy, along with some weeds that have not been pruned, due to being within the dripline of the protected tree. These shall be removed with loppers and hand saws as to not damage the protected tree. (Photo 28) 3.1.1.3 Tree 3 has a small seedling growing on the downhill side of the tree. This shall be protected as well, however, there are weeds growing under the protected canopies. These shall be removed with loppers and hand saws as to not damage the protected tree. 3.1.1.4 Tree 4 at the time of the original survey had 3 trunks. This tree also had a lot of rot at the bottom of the trunk where the different trunks grew together. During this survey, there is only one trunk left, the healthiest of the stems. This tree shall still be removed for development and mitigated for. (Photo 29) 3.1.1.5 Tree 8 is now outside the limit of grading and shall remain and be protected. 3.1.2 Trees 10,11, and 12 are all Cinnamomum camphora. In the original report these trees were near death. Now, trees 10 and 11 are only growing water sprouts, and are still in very poor health. Tree 12 is completely dead. These trees still shall be removed for development with no mitigation. 4.0 Conclusions: 4.1 Please refer to the protection plan for full protection of the trees. Trees to remain shall be protected with protection fencing and signs during construction. 4.2 An 8.5" x 11" sign shall be placed on every tree protection fence notifying a protection. 4.3 The four Juglans californica in the back yard that are to be removed are to be mitigated for at 3:1. They shall be replaced at 3:1. 12 new trees shall be planted on site. The species shall be Quercus agrifolia, and shall be placed on the undisturbed slope of the property. It is recommended that they are installed at 5 gallon each, due to the quantity and the survivability of smaller container stock of native species. 4.4 The two Liquidambar trees at the Northwest corner of the property are to be mitigated for at 2:1. 4.1 Addendum #1 Conclusions: 4.1.1 Tree 1 shall be pruned by a Certified Arborist to the International Society of Arboriculture (ISA) standards for proper tree pruning. This tree appears to not be pruned by a tree professional that is ISA certified. 4.1.2 The mitigation trees shall be planted only in winter months between November and March to take advantage of the natural rain season. Trees may need additional summer and fall water and shall only be irrigated to mimic natural rainfall patterns. One irrigation cycle shall be used long enough to thoroughly soak the root zones down to 36" Page 4 of 16 Packet Pg. 64 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 below grade. The contractor shall not over water and should space waterings weekly, or until the root zone is allowed to dry out. A soil probe shall be used prior to irrigation cycles to verify the root zone is properly dried out. 4.1.3 The two Liquidambar trees at the Northwest corner of the property are now to remain protected in place. They do not need to be mitigated for. 4.1.4 Tree 8 is now not being removed so there are only 3 trees to be removed. The mitigation of 3:1 is now for 3 trees at a total of 9 new 5 gallon Quercus agrifolia. 5.0 Arborist Disclosure Statement: Arborists are tree specialists who use their experience, education, knowledge, and training to examine and protect trees, recommend measures to enhance the beauty and health of the trees, and attempt to reduce the risk of living near trees. Clients may choose to accept or disregard the recommendations of the arborist, or seek additional advice. An Arborist cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms that fail in ways we do not fully understand. Conditions are often hidden within trees and below ground. Arborist cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specified period of time. Likewise, remedial treatments, like medicine, cannot be guaranteed. Treatment, root cutting, pruning and removal of trees may involve considerations beyond the scope of the arborist's services such as property boundaries, property ownership, site lines, disputes between neighbors, landlord -tenant matters, etc. Arborists cannot take such issues into account unless complete and accurate information is given to the arborist. The person hiring the arborist accepts full responsibility for authorizing the recommended treatment or remedial measures. Trees can be managed, but they cannot be controlled. To live near a tree one is accepting some degree of risk. The only way to eliminate all tree risks is to remove all trees. Page 5 of 16 Packet Pg. 65 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 6.0 Appendix A: Arborist Certifications C+i i 'Tt Op 5�. x .k ■ a +, G m w LU M LO o�0 cc o OU�a maw m rnu-LOO H z O1 M Fw0vn uD r nrULO a U cn w co QUJ tz a- Q Q1 Cr2— CC U W U ��O Q �Q N Q W N U n. c* U N u 0 Z a k m O't N Q O Z �+7 � m A ti^ O X a N w O ofuj [D u a K N 0 z w U s u H Y C/? 3 0 Z Or � U O oc ¢ H W J Q� 00 ¢ > N CO 3 Z 0- LLJ (D ¢ � U >- o L.0 m ¢ w Z LL o u V) Of LU M O m Page 6 of 16 Packet Pg. 66 ITT TJWT-- em � 4e 4t JPt -MUI JF, Ak "24 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 Photo Photo 7 Photo 6 Photo 8 Page 7 of 16 Packet Pg. 68 q •71 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 Photo 17 Photo 19 Photo 18 Photo 20 Page 10 of 16 Packet Pg. 71 Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 Photo 21 Photo 23 Photo 22 Photo 24 Page 11 of 16 Packet Pg. 72 q Vlln T� n I 9yyyryryyyy''' \ py i t, l i 1 t Arborist Report 1 2330 Indian Creek Drive, Diamond Bar, CA I December 11, 2023 Photo 29 Page 13 of 16 Packet Pg. 74 � \ k \ 2 $ 0 * E / 2 E 3 / m gaeuaw ƒ \ / i \ = s \ \ CL ƒ 4-k E E & 3 m = a 2 R tw \ \ 4.1 U M f § § \ E E & 0 0% OD / / / e % R % R . 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'e 2 _ >1 = 0 0 0 o J e o 00 E E E a = _BB x 3 3 3 E=�t- s 2 3 E E E a 0 @ r k ° \ m / / / 3 § 3 / 3 aweNl� mmog ƒ \ ƒ \ \ \ ƒ \ ƒ \ 2 2 { { E k m m m 0 s s e§___ ___= 2 !E e= 2 _ § § § o o = o n% E e=CL E 2 / n m -2 E E E== 2°__ .g $¢ EC E E r\\ O O O �« 2 a #au± t r r=¥ o c c A n# r o w o o\\\\ ICl- \\ 7.1.d Packet Pg. 75 c I� o U 7U-I U 17 0 � o 16 ° ° 14 15 bJ0 H 18 13 Ins �-I N iU—I M CIO pug19 20 v • FxjS"ING i BU/4U/NG 5 11 6 7 10 12 N o o � o 00 N $ TREE TAG SCHEDULE Z p w ® TREES TO BE PROTECTED IN PLACE � Z Q O TREES TO BE REMOVED AND MITIGATED Q W Z # FOR (PROTECTED TREES) Q p ® TREES TO BE REMOVED Q a W � ' � z 2 0 TREES TO BE PROTECTED IN PLACE: — #'s:1, 2, 3, 8,13-19 Z • I]Ib— M N Z Z •� TREES TO BE REMOVED �1 Packet Pg. 76 7.1.d TREE NOTES �o � U INDIAN 1. TREE CANOPIES SHOWN ARE CONCEPTUAL ONLY. CREEK SANE - WHEN PLACING PROTECTION FENCING, CONTRACTOR SHALL PLACE 60" OUTSIDE OF THE DRIPLINE OF THE TREE. o v o o o ao � � o t ----- 7 2. WITHIN THE TREE PROTECTION ZONE: ° 2.1. NO MECHANICAL EXCAVATION IS ALLOWED. x o v 18 � � � ONLY HAND DIGGING 3 2.2. NO HEAVY EQUIPMENT OR TOOL STORAGE 1 x 2.3. NO MATERIAL STORAGE CIO \+ 3. DURING HAND EXCAVATION, IF ROOTS LARGER pub 9 \ k k I THAN 3" ARE ENCOUNTERED, THE CERTIFIED 1 x ARBORIST IS TO BE CALLED AND MADE AWARE OF r THESE ROOTS. IN THEIR PRESENCE, THE ROOTS SHALL BE CUT WITH CLEAN STRAIT CUTS TO THE DISCRETION OF THE CERTIFIED ARBORIST. 4. UTILITIES SHALL BE PLACED OUTSIDE THE ROOT PROTECTION ZONE. IF IN THE EVENT THEY NEED TO BE PLACED WITHIN THE ROOT PROTECTION N o I ZONE, THE CONTRACTOR SHALL HAND DIG ALL o oo TRENCHES, AND MANEUVER AROUND ALL MAJOR � N STRUCTURAL ROOTS AND SLEEVE THE UTILITY 2' IN EITHER DIRECTION WHEN IN CONTACT WITH A ROOT. ❑ 5. IRRIGATION SHALL NOT BE PLACED WITHIN THE U / \ ROOT PROTECTION ZONE. IF A MAINLINE AND OR / WATER DISTRIBUTION LINES (LATERAL LINES) m ARE SHOWN THROUGH THE ROOT PROTECTION ZONE, IT SHALL BE MANEUVERED AROUND THE Q ROOT PROTECTION ZONE AND NOT PLACED O U ,I3oe�9o� / WITHIN. NO EXCEPTIONS. Z SYMBOL LEGEND ? Q \ i"oe \ \ \ z a 2 \�\� 1 \ / TREES TO BE PROTECTED IN polooU Z x PLACE Z Q � U \\ Z w w \ x X "'fi— X— X TEMPORARY 6' HIGH v Q } CONSTRUCTION FENCE w f a w PANELS LINKED TOGETHER p d H Packet Pg. 77 7.1.d o u cC `� cn u b-C v ?--1 7� C) bJD F� v Crown drip line or other limit of Tree Protection area. See Notes: o tree preservation plan for fence alignment. 1-See specifications for additional tree protection requirements. ( 1 M oo 2- No pruning shall be performed except Poe � U by approved arborist. u o 3- Noequipment shall o operate inside the 4) p � protective fencing including during fence installation and removal. 4- No equipment or material shall be a stored inside the protective fencing, \ including the fencing itself. N O O O N � � O N 60" 60" Tree Protection ry fence: Chain link fencing. Steel posts t installed at 8' o.c. r � U 8.5" x 11" sign laminated in 2" x 6' steel posts �q plastic spaced or approved equal. Q every 50' 5" thick Z W along the KEEP OUT layer of mulch. fence. TREE W b PROTECTION Q Q CO AREA Maintain existing Z grade with the tree W W 0 ; '%;%; %;;'%; '�;� %`protection fence unless otherwise Z indicated on the a plans. U d Q SECTION VIEW Z Z Q H TREE �PRO�TE�CTIO�N�DET�AIL.....� Q ° 1/4" � H ►—i Packet Pg. 78 7.2 PLANNING COMMISSION AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION ZONING DISTRICT: PROPERTY OWNER: 7.2 February 13, 2024 Development Review No. PL2023-66 915 Pantera Drive Diamond Bar, CA 91765 (APN 8701-044-014) Low Density Residential Low Density Residential (RL) Luc Le 915 Pantera Drive Diamond Bar, CA 91765 APPLICANT: Walt Patroske 2132 S. Grove Avenue, Unit F Ontario, CA 91761 I�41111116 I Ji /_1 X11a The applicant is proposing the following improvements to an existing 1,884 square -foot, two-story single-family residence on a 9,305 gross square -foot lot: • The addition of 1,646 square feet of first and second floor living area; • The addition of 92 square feet of balcony space; • Remodel of the interior and exterior of the residence; and • Legalization of an unpermitted 118 square -foot gazebo located in the rear yard. RECOMMENDATION: Adopt the attached Resolution approving Development Review No. PL2023-66, based on the findings of Diamond Bar City Code (DBCC) Section 22.48, subject to conditions. Packet Pg. 79 7.2 IT4311 iZT611101113 The project site is located on the west side of Pantera Drive. The property was developed in 1988 under Los Angeles County standards with an 1,884 square -foot, single-family residence and garage. There are no protected trees onsite. The property is located on top of a hill, overlooking a slope that starts descending at the rear (northwest) property line. Despite its hillside location, the property is relatively flat as it was previously graded to accommodate the existing house, driveway and yard areas. The property is legally described as Lot 12 of Tract No. 42576, and the Assessor's Parcel Number (APN) is 8701-044-014. Site and Surrounding General Plan, Zoning and Land Uses The images below highlight the subject property: Site Plan View (Aerial) Development Review No. PL2023-66 Page 2 of 12 Packet Pg. 80 7.2 Project Site Adjacent Property to the South Development Review No. PL2023-66 Page 3 of 12 Packet Pg. 81 7.2 -0.146r 5 Adjacent Property to the North The following table summarizes the land use status of the subject property and its surroundings: General Plan Designation District Site Low Density Residential RL Single -Family Residential North Low Density Residential RL Single -Family Residential South East Low Density Residential Low Density Residential RL RL Single -Family Residential Single -Family Residential West Low Density Residential RL Single -Family Residential Project Description Site Plan The property's gross lot area is 9,305 square feet. The subject property is an irregularly - shaped lot. No public or private easements are located onsite. The existing house is situated towards the northeast corner of the site. An existing permitted 96 square -foot shed and 118 square -foot unpermitted gazebo (to be legalized) are located in the rear yard. The proposed two-story addition would extend Development Review No. PL2023-66 Page 4 of 12 Packet Pg. 82 7.2 the building footprint towards the rear and sides of the property while maintaining a minimum 20-foot rear yard setback. No grading is required for the proposed addition beyond minimal excavation for footings and foundation placements. Floor Plan The existing residence includes the following spaces on the first floor: common areas (entry, living room, family room, kitchen, dining room), one powder bathroom, a three - car garage, entry porch and a covered patio. The second floor consists of a master bedroom with bathroom, three bedrooms, and one bathroom. The proposed project would add a new bedroom and bathroom on the first floor, as well as expand the existing family room and kitchen. On the second floor, three bedrooms and a bathroom are proposed to be removed and replaced with two larger bedrooms and two bathrooms. Additionally, the second floor would include a new loft area, laundry room, and outdoor deck/balcony at the rear of the residence. The floor area distribution is summarized below: EXISTING RESIDENCE (square footaael Living Area 1,884 o First Floor 950 o Second Floor 934 Non -Livable Area 1,298 o Garage 670 o Covered Patio 360 o Entry Porch 54 o Shed 96 o Gazebo 118 TOTAL FLOOR AREA T 3,182 PROPOSED RESIDENCE (square footaqe) Living Area o First Floor 1725 o Second Floor 1805 3,530 Non -Livable Area 1,030 o Garage 670 o Covered Patio (Demolish) 0 o Entry Porch 54 o Shed 96 o Gazebo 118 0 2nd Floor Deck/Balcony 92 TOTAL FLOOR AREA 4,560 Development Review No. PL2023-66 Page 5 of 12 Packet Pg. 83 7.2 Architecture The residence is a 1980s tract home with craftsman/bungalow features. The residence has a 5:12 pitch combination gable/hip-style concrete tile roof with varying roof heights, eaves sizes, and a painted wood fascia. The exterior facade consists of horizontal wood siding, textured stucco, and decorative windows and vents. The existing east (front) and south (side) elevations are shown below: Existing East (Front) Elevation Existing South (Side) Elevation The proposed remodel and addition maintain consistency with the existing architectural style. The addition incorporates the 5:12 pitch gable -style, concrete tile roof with matching roof eaves and fascia. The existing wood siding would be removed and Development Review No. PL2023-66 Page 6 of 12 Packet Pg. 84 7.2 replaced with textured stucco. Stacked stone veneer will be added to the front elevation to provide added visual interest. Matching windows and vents are also incorporated into the design. The height of the remodeled residence is approximately 29 feet, a two -foot increase from the existing 27-foot building height. The proposed east (front) and south (side) elevations are shown below: Proposed East (Front) Elevation Proposed South (Side) Elevation Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Efficient Landscaping Ordinance. The ordinance would only apply if new or rehabilitated landscaping of 500 square feet or more was being installed or altered. However, Development Review No. PL2023-66 Page 7 of 12 Packet Pg. 85 7.2 landscaping that is damaged during construction will need to be restored upon project completion. No existing trees will be removed. ANALYSIS: Review Authority The proposed project requires a land use approval through the Development Review (DR) process. The analysis that follows provides the basis for staff's recommendation to approve the DR application. Development Review (DBCC Chapter 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. DR 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 DR process was established to ensure that new development 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. Development Standards: The table below presents a comparison between the proposed project and the City's development standards for residential development in the RL zone: 20 feet 21 feet 21 feet Yes 10 feet on one side, 26'-8" - south side 22'-6" — south side Yes 5 feet on the other 5'— north side 5' — north side • - - 15 feet 34'-8" — south 30'-6" — south side Yes side 15— north side • 15' — north side • . 20 feet 20 feet 20 feet Yes Maximum of 40% 20% 31 % Yes W Wei - - � - Development Review No. PL2023-66 Page 8 of 12 Packet Pg. 86 7.2 Building 35 feet 27 feet 29 feet Yes HeightParking I 2-car garage 3-car garage 3-car garage Yes Compliance with Hillside Management Ordinance (DBCC 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, ensuring that development will complement the character and topography of hillside areas outlined in the Development Code. Key features of the project include: • The maximum building height is 29 feet, where 35 feet is allowed; • Architectural treatment is provided on all sides of the building with varying setbacks; and • Earth tone building materials and color schemes are used that blend in with the natural landscape. Compatibility with Neighborhood The project site is located in a neighborhood with other two-story residences. The proposed addition, located at the rear of the residence, has been carefully designed to not be intrusive and preserve existing views. Both adjacent properties to the north and south will continue to overlook open space areas towards the rear of their respective residences. The residence as proposed is comparable in mass and scale to existing homes in the neighborhood and the scale and proportions of the residence are balanced and appropriate for the site. The exterior fagade incorporates varying wall planes, balcony projections, and hipped roofs adorned with painted wood beams to soften the bulk and massing of the building. In summary, the proposed project fits the character of the neighborhood and is compatible with the architectural character of the existing homes. The project incorporates the principles of the City's Residential Design Guidelines, as follows: • The residence as proposed will comply with all current development standards, including building height, lot coverage, and setbacks, which is consistent with other homes in the neighborhood; • A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement; • The residence as proposed is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; Development Review No. PL2023-66 Page 9 of 12 Packet Pg. 87 7.2 • Large expanses without windows or doors are avoided; • The roof type and pitch of the addition match those of the primary structure; and • The addition is visually integrated with the primary structure. 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 February 2, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on February 2, 2024. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. Public Comments Received On January 23, 2024, staff received an email from the adjacent neighbor to the south (Attachment C). The neighbor expressed concerns that the proposed addition's size and weight could impact the hillside at the rear of the property and result in unstable slope conditions, such as flooding, mudslides and debris overflow onto adjacent lots. The neighbor requested that the City require a geotechnical study to assess and mitigate any potential impacts to adjacent properties. Staff contacted the neighbor and explained that the DBCC authorizes the City Engineer to require a geotechnical report only when a grading permit application is required. A grading permit application is required if the proposed scope of work meets any of the following thresholds (DBCC Section 15.00.320(6)): 1. Grading involving any fill intended to support structures; 2. Grading for the development of more than one lot or parcel; 3. Grading in excess of 50 cubic yards of earthwork (cut + fill); or 4. Grading which includes excavation or fill in excess of 5 feet in depth or height. The Public Works/Engineering Department determined that the proposed project does not meet any of the thresholds above. However, an erosion control plan will be required to assess drainage flow patterns and employ best practices to minimize the potential occurrence of flooding, erosion, and debris overflow. An erosion control plan shall be submitted prior to the issuance of the building permit and is included as a standard condition in the attached resolution. On February 6, 2024, staff received another email from a neighbor that lives on Pantera Drive stating their opposition to the project (Attachment D). The neighbor expressed Development Review No. PL2023-66 Page 10 of 12 Packet Pg. 88 7.2 concerns with the size of the proposed addition which would exceed the average size of homes in the neighborhood. The neighbor also stated concerns that the additional space would be used for a short-term rental or long-term rental, and requested that the size of the addition to be reduced. Staff contacted the neighbor and explained that short-term rentals are not permitted pursuant to DBCC Section 5.08.050(b). Short-term rental is defined as occupancy of a dwelling unit for a period of less than 30 days, and long-term rentals are for a period of 30 days or more. Long-term rentals are permitted in single-family residences as long as it is being rented out as a single-family residential unit under a single rental agreement. A standard condition of approval is included in the attached resolution requiring a deed restriction be recorded with the County of Los Angeles, which prohibits rental of individual 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. Furthermore, staff consulted with the City's Neighborhood Improvement Division to verify whether there has been any short-term rental -related activities reported or detected on or near Pantera Drive. Their research came back with negative results. Staff also explained that homes on Pantera Drive between Leyland Drive and Pantera Elementary School, as well as the homes nearby on Rexford court, range from 2,091 to 3,187 square feet. If approved, this home would be the largest at 3,530 square feet. Although the DBCC does not provide a maximum limit on the size of a residence such as floor area ratio, the DBCC and the City's Design Guidelines encourages compatible development with the neighborhood. The proposed addition achieves compatibility due to its height, location and design elements. The proposed addition will be located at the rear of the existing residence, and with a lowered roof line that is designed to be minimally visible from the street. This reduces the overall massing of the building as seen from the street, preserving the residential character and scale of the neighborhood. The proposed addition would be more visible from the side and rear of the lot. However, the addition is designed to avoid large blank expanses of wall surfaces, which generally creates a perception of mass. Instead, the design integrates wall projections, recesses, cantilevered walls, varying roof heights, window placements, and projecting balcony spaces that provide added visual interest. These design elements create visual breaks to reduce massing while integrating the addition into the existing residence. 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. Development Review No. PL2023-66 Page 11 of 12 Packet Pg. 89 7.2 PREPARED BY: r ssa A t la e 2/13/2024 REVIEWED BY: T-11F 6116M Gr e Lee, enior Planner 2/8/2� Gr ubma ommuni IDevelopment Director 2/8/2024 Attachments: A. Draft Resolution No. 2024-XX and Standard Conditions of Approval B. Site Plan, Floor Plans, Elevations and Roof Plan C. Email from Adjacent Neighbor at 921 Pantera Drive - January 23, 2024 D. Email from Second Neighbor on Pantera Drive - February 6, 2024 Development Review No. PL2023-66 Page 12 of 12 Packet Pg. 90 7.2.a PLANNING COMMISSION RESOLUTION NO. 2024-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2023-66 TO REMODEL AND ADD 1,646 SQUARE FEET OF FIRST AND SECOND FLOOR LIVING AREA AND 92 SQUARE FEET OF BALCONY SPACE TO AN EXISTING 1,884 SQUARE -FOOT, TWO- STORY, SINGLE-FAMILY RESIDENCE, AND TO LEGALIZE AN EXISTING 118 SQUARE - FOOT GAZEBO, LOCATED AT 915 PANTERA DRIVE, DIAMOND BAR, CA 91765 (APN 8701-044-014). A. RECITALS 1. The property owner, Luc Le, and applicant, Walt Patroske, have filed an application for Development Review No. PL2023-66 to remodel and add 1,646 square feet of first and second floor living area and 92 square feet of balcony space to an existing 1,884 square -foot, two-story, single-family residence, and to legalize an existing 118 square -foot gazebo, located at 915 Pantera Drive, 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 9,305 gross square feet. It is located in the Low Density (RL) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 12 of Tract No. 42576. The Assessor's Parcel Number is 8701-044-014. 4. On February 2, 2024, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. On February 2, 2024, the notice was published in the San Gabriel Valley Tribune newspaper. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. 5. On February 13, 2024, 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 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 under Section 15301(e)(additions to existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. Packet Pg. 91 7.2.a C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar City Code (DBCC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBCC Section 22.48.040) 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 of the Project is consistent with the applicable elements of the City's General Plan, City Design Guidelines and development standards. The City's General Plan Policy LU-P-56 requires that development on privately -owned, residentially designated land in hillside areas shall be compatible with the surrounding natural areas promoting design principles such as minimizing grading, preserving existing vistas, incorporate site and architectural design that is sensitive to the hillsides, and require fuel modification. The property is located on top of a hill, overlooking a slope that starts descending at the rear (northwest) property line. Despite its hillside location, the property is relatively flat as it was previously graded to accommodate the existing house, driveway and yard areas. No grading is required for the proposed addition beyond minimal excavation for footings and foundation placements. The proposed two-story addition would extend the building footprint towards the rear and sides of the property while maintaining a minimum 20-foot rear yard setback. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement. The proposed project complies with all development standards of the Low Residential zoning district by complying with all current development standards such as required setbacks, building height, and lot coverage. 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 developments, and will not create traffic or pedestrian hazards; The proposed project 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. The residence as proposed maintains all required setback and distances from neighboring residences and is not expected to impact uses or privacy of neighboring lots. The proposed project will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it is located in the rear of the property, does not impact driveway or public rights - of -way, and maintains the required off-street parking space requirement. 2 PC Resolution No. 2024-XX Packet Pg. 92 7.2.a 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 City's General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City's General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The City's Design Guidelines Architecture (1) requires compatibility with the surrounding character including harmonious building style, form, size, color, material and roofline. The remodeled residence with the proposed addition will be similar in mass and scale compared to other existing two-story homes on adjacent lots. The scale and proportions of the proposed addition is well-balanced and appropriate for the site. The additional height of the residence will not block any views to adjacent properties. The project will not negatively impact the look and character of the neighborhood. The addition incorporates features of the existing residence's craftsman/bungalow architectural style and will be compatible with other neighboring residences. The addition is also designed to be compatible with the existing homes in the neighborhood in terms of mass and scale. The proposed addition achieves compatibility due to its height, location and design elements. The proposed addition will be located at the rear of the existing residence, and with a lowered roof line that is designed to be minimally visible from the street. This reduces the overall massing of the building as seen from the street, preserving the residential character and scale of the neighborhood. The proposed addition would be more visible from the side and rear of the lot. However, the addition is designed to avoid large blank expanses of wall surfaces, which generally creates a perception of mass. Instead, the design integrates wall projections, recesses, cantilevered walls, varying roof heights, window placements, and projecting balcony spaces that provide added visual interest. These design elements create visual breaks to reduce massing while integrating the addition into the existing residence. In summary, the proposed project fits the scale and architectural character of the existing neighborhood. 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 residence is a 1980s tract home with craftsman/bungalow features. The residence has a 5:12 pitch combination gable/hip-style concrete tile roof with varying roof heights, eaves sizes, and a painted wood fascia. The exterior facade consists of horizontal wood siding, textured stucco, and decorative windows and vents. 3 PC Resolution No. 2024-XX Packet Pg. 93 7.2.a The proposed remodel and addition maintain consistency with the existing architectural style. The addition incorporates the 5:12 pitch gable -style, concrete tile roof with matching roof eaves and fascia. The existing wood siding would be removed and replaced with textured stucco. Stacked stone veneer will be added to the front elevation to provide added visual interest. Matching windows and vents are also incorporated into the design. The height of the remodeled residence is approximately 29 feet, a two -foot increase from the existing 27-foot building height. Overall, the residence maintains an aesthetically appealing uniform design and creates a desirable living environment. 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; and 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 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: 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, Luc Le, 915 Pantera Drive, Diamond Bar, CA 91765; and applicant, Walt Patroske, 2132 S. Grove Avenue, Unit F, Ontario, CA 91761. 0 PC Resolution No. 2024-XX Packet Pg. 94 7.2.a APPROVED AND ADOPTED THIS 13TH DAY OF FEBRUARY 2024, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. la William Rawlings, 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 13th day of February 2024, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 PC Resolution No. 2024-XX Packet Pg. 95 7.2.a ter_ I I I COMMUNITY DEVELOPMENT DEPARTMENT _sr �9Sg� STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2023-66 SUBJECT: To remodel and add 1,646 square feet of first and second floor livinq area and 92 square feet of balcony space to an existing 1,884 square - foot, two-story, single-family residence, and to legalize an existing 118 square -foot gazebo, on a 9,305 square -foot lot. PROPERTY OWNER: Luc Le, 915 Pantera Drive, Diamond Bar, CA 91765 APPLICANT: Walt Patroske, 2132 S. Grove Avenue, Unit F, Ontario, CA 91761 LOCATION: 915 Pantera Drive, 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 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. PL2023-66 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. 6 PC RESOLUTION NO. 2024-XX Packet Pg. 96 7.2.a (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. PL2023-66, 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.2024-XX, Standard Conditions, and all conditions of approval 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. 7 PC RESOLUTION NO. 2024-XX Packet Pg. 97 7.2.a 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 and the Public Works 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 City Code or applicable state or federal law. �4*111]4l91y116'? 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Division and Public Works Department) 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. PL2023-66 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar City Code (DBCC) Section 22.66.050 (b)(1). In accordance with DBCC Section 22.60.050(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 remodel and add 1,646 square feet of first and second floor living area and 92 square feet of balcony space to an existing 1,884 8 PC RESOLUTION NO.2024-XX Packet Pg. 98 7.2.a square -foot, two-story, single-family residence, and to legalize an existing 118 square -foot gazebo, located at 915 Pantera Drive, 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 -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 PC RESOLUTION NO. 2024-XX Packet Pg. 99 7.2.a 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 ensure 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) 839-7043, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. Prior to issuance of the building permit, the applicant shall prepare and submit an Erosion Control Plan for this project. This plan shall clearly indicate the existing/proposed drainage flow patterns, illustrate the use of best management practices (BMPs), and also incorporate the City's Drainage Notes and Stormwater BMP Certification form. This plan will be required to be included as a part of the building plan submittal. Public Works review and approval of the plan is required. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS: 1. Plans and construction shall conform to current State and Local Building Code (i.e. 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of permit issuance. 10 PC RESOLUTION NO. 2024-XX Packet Pg. 100 7.2.a 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be 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: 1. 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. 2. 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). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 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 140.6 to 140.9. 5. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 6. All easements shall be shown on the site plan. 7. Light and ventilation shall comply with CBC 1203 and 1205. Permit — Items required prior to building permit issuance: 8. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 9. 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. 10. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 11 PC RESOLUTION NO.2024-XX Packet Pg. 101 7.2.a 11. All workers on the job shall be covered by workers' compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. Construction — Conditions required during construction: 12. 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 year 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. 13. 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. 14. 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. 15. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 16. 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. 17. 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. 18. 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. 19. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 20. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 21. 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 12 PC RESOLUTION NO. 2024-XX Packet Pg. 102 7.2.a conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 22. 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. 23. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. 24. 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 13 PC RESOLUTION NO.2024-XX Packet Pg. 103 7.2.b am PROJECT INFORMATION APN: 8701-044-014 TRACT NO 42576 LOT 12 ZONE: RL LOW DENSITY RESIDENTIAL CONSTRUCTION TYPE V—B NON—SPRINKLERED OCCUPANCY RESIDENCE: R-3 GARAGE: U-1 NUMBER OF STORIES: 2 29'-0" BUILDING HEIGHT EXIST'G. RESIDENCE: YEAR BUILT: 1988 3 BDRM / 3 BATH EXISTING FIRST FLOOR: 950 sq. ft. EXISTING SECOND FLOOR: 934 sq. ft. 1,884 sq. ft. EXIST'G. 3—CAR GARAGE: 670 sq. ft. EXIST'G. ENTRY PORCH: 54 sq. ft. EXIST'G. SHED: 96 sq. ft. EXIST'G. GAZEBO: 118 sq. ft. EXIST'G. 12'x3O' REAR COVERED PATIO TO BE REMOVED: 360 sq. ft. PROPOSED FIRST FLOOR ADDITION: 775 sq. ft. PROPOSED SECOND FLOOR ADDITION: 871 sq. ft. TOTAL ADDITION: 1,646 sq. ft. TOTAL EXISTING + ADDITION LIVING AREA: 3,530 sq. ft. 4 BDRM / 4 1 /2 BATH PROPOSED 2nd FLOOR COVERED DECK: 92 sq. ft. PROPOSED CANTILEVER O/H OVER 3': 238 sq. ft. LOT AREA: 9,305 sq. ft. EXIST'G. LOT COVERAGE: 950+670+54+96+118= 1,888 sq. ft. 20.2% PROPOSED LOT COVERAGE: 950+670+54+96+1 18+775+238= 2,901 sq. ft. 31 .1 % EXISTING HARDSCAPE AREA: 3,862 sq. ft. 41.5% EXISTING LANDSCAPE AREA: 3,555 sq. ft. 38.3% RESULTING HARDSCAPE AREA: 3,035 sq. ft. 32.6% TOTAL LANDSCAPE AREA RESULTING LANDSCAPE AREA: 3,369 sq. ft. 36.3% DISTURBED: 186 sq. ft. SCOPE OF WORK • EXIST'G. 12'x3O' REAR COVERED PATIO TO BE REMOVED • FIRST & SECOND FLOOR ADDITIONS • ADD ATTIC FURNACE & CONDENSER I APPLICABLE CODES 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 BUILDING ENERGY EFFICIENCY STANDARDS SHEET INDEX ARCHITECTURAL STRUCTURAL Al SITE PLAN A1.1 CONDITIONS OF APPROVAL A1.2 EXISTING SITE PLAN A1.3 EXISTING FLOOR PLANS A1.4 EXISTING ROOF PLAN A1.5 EXISTING EXTERIOR ELEVATIONS A1.6 EXISTING EXTERIOR ELEVATIONS A1.7 DEMOLITION FLOOR PLANS A2 FIRST FLOOR PLAN A3 SECOND FLOOR PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 EXTERIOR ELEVATIONS A6.5 MATERIALS SPECIFICATIONS A7 DOOR & WINDOW SCHEDULE G1 CALGREEN RESIDENTIAL MANDATORY MEASURES G2 CALGREEN RESIDENTIAL MANDATORY MEASURES E1 FIRST FLOOR ELECTRICAL PLAN E2 SECOND FLOOR ELECTRICAL PLAN T1 T-24 ENERGY COMPLIANCE T2 T-24 ENERGY COMPLIANCE T3 T-24 ENERGY COMPLIANCE S1 FOUNDATION PLAN S2 FLOOR FRAMING PLAN S3 ROOF FRAMING PLAN S4 SECTIONS S5 FASTENER SCHEDULE & NOTES D1 SHEAR SCHEDULE & DETAILS D2 STRUCTURAL NOTES D3 FASTENER SCHEDULE & DETAILS D4 MOMENT FRAME DETAILS D5 MOMENT FRAME DETAILS D6 MOMENT FRAME DETAILS I DIRECTORY OWNERS: STRUCTURAL ENGINEER: 915 PANTERA DRIVE DIAMOND BAR, CA 91765 909-753-8338 LLE52003@YAHOO.COM T-24 ENERGY CONSULTANT: X3 STUDIO INC. YAN X IA 20505 E. VALLEY BLVD. #109 WALNUT, CA 91789 (213) 476-5080 yxia 1 99112©gmail.com E & A ENGINEERS GIL V. EVANGELISTA PE, SE LIC. #2422 20505 E. VALLEY BLVD. #110 WALNUT, CA 91789 (909) 598-5045 pese389©gmail.com w LL- ♦♦^^ v! w � D � � o O� �y Z w�04U j J o Q z > \(_ in Cl) Q� a ¢ o rn 0 �w >o o z ~¢C/� J J p D O J Ld _ Q z cD (n ,N� N c) I w w 0 Q0 w Ln r- r- w C G > Elf Q u L � Q 0Z0� Qm 0�O J a� z Ln O Q o Q PROJECT INFO & SITE PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1/8" = 1'-0$$ JOB NO. SHEET Al OF 33 SHEETS Packet Pg. 104 7.2.b A. 0 C. ^'= APPROVAL Plot Plan No. PL2023-66 Planning Division (909) 839-7034: 1. A recorded covenant and agreement to maintain the residence as a single-family residence will be required as a Condition of Approval. A copy to be signed, notarized and recorded will be provided at the time of 12. AQMD notification is required at least 10 days prior to any demolition. building plan check. Proof of notification is required at permit issuance. 2. All roof or ground -mounted mechanical equipment (e.g., air 13. All workers on the job shall be covered by workers' compensation conditioning, heating, ventilation ducts and exhaust, water insurance under a licensed general contractor. Any changes to the heaters, etc.), waste and storage areas, and utility services shall be contractor shall be updated on the building permit. screened from public view from abutting public streets and rights -of - way, and abutting area(s) zoned for residential or open space uses, Construction - Conditions required during construction: including views from above the subject project. The method of screening shall be architecturally compatible with other site 14. Every permit issued by the Building Official under the provisions of this development in terms of colors, materials, and architectural style Code shall expire and become null and void unless the work authorized subject to approval by the director. The screening design/construction by such permit is commenced within one year after permit issuance, shall blend with the design of the structure(s) and include appropriately and if a successful inspection has not been obtained from the Building installed and maintained landscaping when on the ground. Official within one -hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall 3. All landscaping, structures, architectural features and public mean a documented passed inspection by the city building inspector as improvements damaged during construction shall be repaired or outlined in Section 110.6. replaced upon project completion and prior to final inspection. 15. All structures and property shall be maintained in a safe and clean Public Works Department (909) 839-7038 manner during construction. The property shall be free of debris, trash, and weeds. General Condition: 16. Existing fencing shall remain in -place during construction including pool 1. Prior to issuance of building permits, applicant shall submit to the Public barrier fencing. Any alteration of the fencing may result in a Works department an Erosion Control Plan clearly detailing erosion discontinuation of construction until the fences are returned to its control measures. These measures shall be implemented during original state. construction. The erosion control plan shall conform to National Pollutant Discharge Elimination System (NPDES) standards and 17. All equipment staging areas shall be maintained in an orderly manner incorporate the appropriate Best Management Practices (BMP) as and screened behind a minimum 6' high fence, specified in the Storm Water BMP Certification form. 18. The project shall be protected by a construction fence to the satisfaction Drainage Condition: of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view obstructing 2. Prior to issuance of building permits, applicant shall submit to the Public with opaque surfaces. Works department a detailed drainage system information of the lot with careful attention to any flood hazard area. All drainage/runoff from the 19. The applicant shall contact Dig Alert and have underground utility development shall be conveyed from the site to the natural drainage locations marked by the utility companies prior to any excavation. course. No on -site drainage shall be conveyed to adjacent parcels, Contact Dig Alert by dialing 811 or their website at www.digalert.org. unless that is the natural drainage course. 20. The applicant shall first request and secure approval from the City for Buildina Division (909) 839-7020: any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. General Conditions: 21. All glazing in hazardous locations shall be labeled as safety glass. The 1. Plans and construction shall conform to current State and Local labeling shall be visible for inspection. Building Code (i.e., 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances 22. Pursuant to California Residential Code (CRC) Section R315, carbon and regulations in effect at the time of permit issuance. monoxide detectors are required in halls leading to sleeping rooms. 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be 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. 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 140.6 to 140.9. 7. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 8. All easements shall be shown on the site plan. 9. Light and ventilation shall comply with CBC 1203 and 1205. Permit - Items required prior to building permit issuance: 10. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 11. 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. 23. 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. 24. Decks, roofs, and other flat surfaces shall slope at least 1/47ft 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. 25. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. 26. All plumbing fixtures, including those in existing areas, shall be low -flow models consistent with California Civil Code Section 1101.1 to 1101.8. w w w 0 o O�' �y Z w 1 r, Lo o Q z Ld \ czD Ui Q v rn w 0 w Lo ..C, DE � o ��Q ft� Z J J o vi o J J Q Q z (n T) C14 _ N Ld c� I w J w 0 00 ; LC) � C G � �w o w N LL o Q Q O a--+ � m L ^ m Q Z � z m 0 a)� o J Lo z O 0 o� Q 0 0 Q CONDITIONS OF APPROVAL DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE JOB NO. SHEET Alml OF SHEETS Packet Pg. 105 � I44 I SCALE i" = tUV" t nH 8701 � 6 fOS49 P,A. 8701-6 (0549 1993 OFFICE OF ASSESSOR COUNTY OF LOS ANGELES PSG L REVISED -� B1o7onr30a/O/Z} 9aor2 * 8707418000/0/2 * 90 /i 0S 930316 7.2.b REVISIONS BY PG 19 TRACT NO 42578 M B 1085 - 44 - 51 PC Ifi � f.231°.,c. Ease o i 4 14 /�� Q �AV 30 3 37 0i k63` v �Z /�Sd»l��Eost 43 J �A F.l3 (E) 2' HT. CMU WALL W/ (E) 3' HT. W.I. ON TOP 4% ADJACENT RESIDENCE (E) 6' HT. CMU WALL W W W W W W W_ ADJACENT RESIDENCE I EXISTING �fN SITE PLANPROJEC 0 Q U � Q m w I— p w Fn 0 LEGEND EXISTING BUILDING EXIST'G. CONCRETE HARDSCAPE EXIST'G. LANDSCAPE wLL ♦/^� VJ w � 0 r- r- 0 O 0 Z w - I to J O Q Z V z C' Ld CD (n vJ Q O 0) w a_ w LLJ > O 0<�� .. Q 3 z z Q D J_ J p w (n N J w O Q I Cn (n N w w o p0Qo w� Ln w L � Ld 0Z0� Qm 0�0 J a� z Ln o 0) Q Q EXISTING SITE PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1/8" = 1'-0" JOB NO. SHEET Alm2 OF SHEETS Packet Pg. 106 7.2.b EXISTING SECOND FLOOR PLAN /r\ n\ll I nAf'] Kl \AIAI ( a EXISTING I a PROJECT FIRST FLOOR PLAN 0� PROJECT NORTH �� NORTH LU w ♦ ) w � 00 O U OI Z � w I, Q O Z V zLd 04 \ C� �/) �/ Q U � w W > O .. CD �0 3 ft ( z � Q J D J J Q o z C�JQ M O I c� (n _ N w J W 00Qo Ln w �' � vJ O W ' Eo Q Q U Co �a 0 Z Q m �0 42 N J < c) z 10- Lno 0 o� Q 0 0 Q EXISTING FLOOR PLANS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-0" JOB NO. SHEET Alm3 OF SHEETS Packet Pg. 107 7.2.b _ \ O 0 N w (E) EAVE O/H w F 1'-6" (E) EAVE O/H N 0 Lo 1�Q w v Q 0 w Y (E) 5:12 ui O w (E) RAKE O/H (E) GABLE RAKE O/H = w = \ o\ `. o\ Ld w w Oj Y co Q (E) CHIMNEY Ld < I Of w w bi m Ld C.9 /RIDGE (E) GABLE RAKE /H (E) 1/i 4" PER 1' o (Ei ) 5:12 (E) 5:12 O � � N O w � w / CD o � w 2'-0" 1'-0" (E)l EAVE O/H Ld (E) EAVE 0/H 2'-0" 2'-0" (E) EAVE O/H (E) EAVE O/H \ 0 w (E) 5:12 _ w \ 0 Ld (E) GABLE RAKE O/H - Y co < J J L Ln y/A 9 Ld w w (� �- bi 0 Q (E) EAVE O/H I w O w (E) RAKE O/H 0 I Ya _ Y (E) GABLE RAKE O/H < 0 �. I 1'-0" > ui L'i Q (E) EAVE O/H o > I w w 0 Y (E) RAKE O/H co Q I of w LEGEND O/H OVERHANG EXISTING ROOF PLAN �� UPROJECT 0 NORTH w w �/^� VJ D � r- O O� �y z w�_ j �Ud -j O Q Ld U) Q U w n w > O CD � o 3 0< �FQ z �� J J p U)O J J_ z (D (!l � N Lli U I w J W 0 C) O LLJ Lc) CD - �W V) O Uj Q� �E Q Q U co LL" � Q O O Z m 00 O ^, < Q J Z M �Q o 0 EXISTING ROOF PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1'—O" JOB NO. SHEET Alm4 OF SHEETS Packet Pg. 108 7.2.b GAZEBO ELEVATION GAZEBO ELEVATION NOTES TEM MATERIAL COLOR FA ROOFING PREFAB ALUM. FB] COLUMNS PREFAB ALUM. Fcl FASCIA PREFAB ALUM. 0 I i� N TP TP 2 13 1 0- m �8 F8 FF GRADE Al I I NA RnnF- . -, L.. I.I. .,.,L. GYP GAZEBO ELEVATION ,m m\ 6" ALUM. ROOF O/H 6"0 ALUM. COL. TYP. 6'-g„ 13'-6" GAZEBO PLAN EXISTING PROPOSED TO BE LEGALZIED Sunjoy Ashland Hexagonal Gazebo prefabricated Features: • Black Weather —Resistant Powder —Coated Finish on a Rust —Resistant Aluminum Roof • Sturdy Rust —Proof Aluminum & Galvanized Steel Frame • Natural Wood Looking Frame Finish 9 13 13 5 EAST ELEVATION Q i I 12 5 LLJ n 13 lei SOUTH ELEVATION ELEVATION NOTES ITEM MATERIAL COLOR ROOFING CLASS 'A' CONCRETE FLAT TILE CHARCOAL BLEND ElFASCIA 2 x 8 WOOD WHITE PAINTED (MATCH EXIST'G.) 3 EXTERIOR STUCCO LA HABRA STUCCO CRYSTAL WHITE TEXTURE FINISH X-50 ElVINYL WINDOW FRAME / CLEAR GLASS WHITE ElSECTIONAL 0/H GARAGE DOOR WHITE El GABLE VENT WHITE El SLIDING GLASS DOOR WHITE VINYL FRAME / CLEAR GLASS FL] 2 x 4 WOOD TRIM WHITE 2 x WOOD TRIM EXTERIOR LIGHT DOOR PAINTED WOOD A C UNIT WOOD SIDING MASONRY CHIMNEY LA HABRA STUCCO TEXTURE FINISH WHITE BLACK WHITE PALE GREEN CRYSTAL WHITE X-50 w U/ w D �� � r,- o OU' Z w � T J O Q �(D z��� w <V� QUrno �w Lo 0<� CD � �p 3 0 QQ z J D J J o z C� CN JQ Ld S (n N U I w w o po Ln �, o' �W v! Uj � o ' Q U LL Oz zmO� �O J <o z Ln U 0 � Q 0 0 Q (E) EXTERIOR ELEVATIONS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-0" JOB NO. SHEET Alm5 OF SHEETS Packet Pg. 109 1a ELEVATION NOTES ITEM MATERIAL COLOR 7.2.b REVISIONS BY TO 0 I N O 00 I TP CD O z I ~ Cn_ 00 X w FF (E) GRADE 12 5 3 iLi LLJ L WEST ELEVATION NORTH ELEVATION u I � I ROOFING CLASS 'A' CONCRETE FLAT TILE CHARCOAL BLEND 2 FASCIA 2 x 8 WOOD WHITE PAINTED 3 EXTERIOR STUCCO LA HABRA STUCCO CRYSTAL WHITE TEXTURE FINISH X-50 ElVINYL WINDOW FRAME / CLEAR GLASS WHITE El SECTIONAL 0/H GARAGE DOOR WHITE 3 El GABLE VENT WHITE 7❑ SLIDING GLASS DOOR WHITE VINYL FRAME / CLEAR GLASS El 2 x 4 WOOD TRIM WHITE 4 El 2 x WOOD TRIM WHITE ElEXTERIOR LIGHT BLACK El DOOR PAINTED WOOD WHITE ElA C UNIT ElWOOD SIDING PALE GREEN ElMASONRY CHIMNEY LA HABRA STUCCO CRYSTAL WHITE TEXTURE FINISH X-50 L LI LL- U/ w D C'o r-- 03 0 �y Z �' w-C4© T J O Q LL z Z Ld N \ Z C� — U Q U rn w w > O 0 �o 3 0��� �� J J J o z U) OZ� J bi Q Q U (n � _ N Uw I J Lu 100 LLJ Ln ui C� O w N� E o Q Q U LLJ Q OzOL.L z m 0 � J <o z M a� Q o 0 Q (E) EXTERIOR ELEVATIONS mmo DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1'-0" JOB NO. SHEET Alm6 OF SHEETS Packet Pg. 110 7.2.b ---- � � I i--------------------t----- � II � II 1 , � II II II II II II N I n ^ i n u u � I I I I I I I I I I I I I ----------------------- E BDRM TO BE REMOVED II II n II II II L--- - ----�---------------------- I I DEMOLITION SECOND FLOOR PLAN PROJECT NORTH DEMOLITION KEY 1O WALL TO BE REMOVED 2O DOOR TO BE REMOVED 3O WINDOW TO BE REMOVED OMASONRY FIREPLACE TO BE REMOVED 5O PLUMBING FIXTURE TO BE REMOVED 6O ROOF OVERHANG TO BE CUT BACK 7O ROOF FRAMING TO BE REMOVED 8O FLOOR FRAMING TO BE REMOVED 9O APPLIANCE TO BE REMOVED FF--------------- II II II II II II II II II II II II II II II II II II II II II II d II II II II II II II II II II II II II II II 2 I I I II I In I I II I I II 1s1ff_INA11wMaMI NA 10 A/C UNIT TO BE RELOCATED 11 CONCRETE SLAB TO BE REMOVED 12 GUARDRAIL TO BE REMOVED 13 CABINET TO BE REMOVED 14 COVERED PATION TO BE REMOVED (E) COVERED PATIO II II TO BE REMOVED i III II I u< 13 < 11 II I II I II II I II 9 II I II II II p II II II II II II II II II II II II II II II II II II II II II ----------------- 10 3 III I ��-I II FF O O 0 E) rL:L��i I II 1 ' _ it No / I I I I 11L I D I E KI /(CHEN II �- TO BE EMOVED IIII I 3 I II '-'I a 13 l iii REF. i i i---------� II II Ir- 5 III I I II la I I II LiL=- I I j l i u I I I I 1 I I I _ I I I ii II L----- ---��_-__��----------J I ------------- ---- --------------------- (E) DINING R M I I ' I I �I J n n 9 n n 1 II II 3 n FJ DN (E) 3—CAR GARAGE E ENTRY (E) LIVING RM (E) VAULTED C4'G (E) DR I FrFNln EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED (E) CMU GARDEN WALL - (E) GAS (E) 200 AMP 1:1 ELEC. SERVICE E ENTRY PORTCH (E) CMU GARDEN WALL DEMOLITION FIRST FLOOR PLAN \>, PROJECT NORTH L u LL- v! w C COD � 0 O O� Z I J O Q Z V Z N C� Q'^ �/ ) Q O w 0 �w �o 0�� W�Q CD � o 3 � Z J � J J o w �� N J W Q :2 z c5 (n nw N O I J w 0 00Co W Ln � w Cn o � � = • E Q < I..L \ L `� < L Q O z o Q m �O J z Ln O 0 a_ 0 0 Q DEMOLITION FLOOR PLANS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-0" JOB NO. SHEET A1m7 OF SHEETS Packet Pg. 111 7.2.b FLOOR PLAN NOTES 1. PROVIDE MINIMUM 2 x 6 STUDS AT PLUMBING WALLS. 2. ANTI -SCALDING SHOWER AND TUB VALVES REQUIRED. (C.P.C. SECTION 410.7) 3. SMOKE DETECTORS SHALL BE CONNECTED TO THE BUILDING WIRING SYSTEM AND BE PROVIDED WITH BATTERY BACKUP. (C.B.C.-310.9.1.2 & 310.9.1.3) 4. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL AREAS OF THE BUILDING OR BE INTERCONNECTED. (C.B.C.-310.9.1.4) 5. ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 2 PERIODS WITHIN 24 HOURS. 6. THE AIR HANDLING DUCT SYSTEM WILL BE CONSTRUCTED, INSTALLED, AND SEALED AS PROVIDED IN SECT. 1002 AND 1004 OF THE STATE MECHANICAL CODE. 7. PROVIDE A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQ. IN PER 1,000 BTU (200 SQ. IN MIN.) FOR FURNACE COMPARTMENT. HALF OF THE AREA WITHIN 2 INCHES OF FLOOR. COMBUSTION AIR FROM ATTIC THROUGH 28 GA. GALV. STEEL SLEEVE EXTENDING 6 INCHES ABOVE CEILING JOISTS AND NOT SCREENED. ATTIC SHALL HAVE ADEQUATE OPENINGS. COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1/4 INCH SCREEN AT OUTSIDE OPENING. 8. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. (C.P.C. 710.1) 9. WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET. USE CEMENT BOARD OR CEMENT PLASTER BACKING FOR TILE. 10. ALL HOSE BIBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES AT EXTERIOR LOCATIONS. 11. SEPARATE COMBUSTION AIR AND RETURN AIR INTAKES BY 10 FT. MIN. 12. INSIDE FINISHED DIMENSIONS OF TOILET COMPARTMENT MUST BE 30" MIN. WIDTH AND 24" CLEAR SPACE IN FRONT OF TOILET. 13. MAXIMUM 3/4" THRESHOLD FOR EACH SWING -OUT EXTERIOR DOOR LANDING, 7 3/4" MAX. IF SWING -IN. 14. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY EXIT, TO BOTTOM OF CLEAR OPENING NOT OVER 44" ABOVE FLOOR, 5.7 SQUARE FEET OF OPENABLE AREA, 24" CLEAR OPENING HEIGHT, 20" CLEAR OPENING 15. FOR HABITABLE ROOMS PROVIDE MINIMUM WINDOW AREA TO BE 8% OF FLOOR AREA (NOT LESS THAN 10 SQUARE FEET) AND 50% OPENABLE. 16. BARS, GRILLES OR SIMILAR DEVICES IF PLACED OVER ANY SLEEPING ROOM DOOR OR WINDOW SHALL BE RELEASABLE AND REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR ANY SPECIAL KNOWLEDGE OR EFFORT. 17. FOR FAU'S LOCATED IN THE ATTIC PROVIDE A MINIMUM 30" x 30" ACCESS, 24" WIDE WALKWAY AND 30" DEEP WORK PLATFORM; PROVIDE ELECTRICAL LIGHT OUTLET AND ADJACENT TO FURNACE SWITCHED BY THE OPENING. 18. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA AND ENCOMPASS 30 INCH DIAMETER CIRCLE. ECRC R307.1 AND CPC 408.61 19. PROVIDE ELECTRICAL SEVICE OUTLETS FOR MECHANICAL EQUIPMENT SERVICE. CEC SECTION 210.63 20. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING TYPE VALVE. 21. PROVIDE COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. 22. WHERE WATER RESISTANT GYPSUM BOARD IS USED FOR CEILINGS, PROVIDE CEILING SUPPORT AT MAX. 12" O.C. ADD BLK'G., FURRING, OR CHANNELS, ETC. WHERE FRAMING IS GREATER. 23. NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4" ABOVE THE CONTROLS. 24. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 25. ALL INSULATION MATERIALS, INCLUDING THOSE COVERING PIPES AND TUBING AND INSULATION USED WITHIN FRAMING SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. 26. HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. SECTION 4.303.1 WATt-R RFDUCT10M FIXTURF Ft-0W RATES FIXTURE TYPE MAXIMUM ALLOWABLE FLOW RATE Showerheads 1.8 gpm (c- 8D psi Lavatory faucets. residential I.2 gprn �� 60 psi ' 3 Lavatory faucets. nonresidential 0.4 gpm (d_� 60 psi's Kitchen faucets 1.5 gpm g 6D psi-.4 Rletering Faucets 0.2 gallonsicycle Gravity bank type water closets 1.28 gallons.flushs Flushorneter tank water closets 1.28 gallons.fflush$ Fiushorneter valve water closets 1.28 gailonsiflush5 Urinals 0.125 gallons.tflush Clothes Washers ENERGY -STAR certified Dishwashers ENERGY -STAR certified Lavatory Faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 2 Kitchen} faucets may temporarily Increase flow above the maximum rate, but not above 2.2gpm @ 60psi and must default to a maximum flow rate of 1.8 gpm @ 60psi. 3 VVhere complying faucets are unavailable, aerators or other means may be used to achieve reduction. Kitchen faucets with a maximum 1.8 gpm flow rate may be installed in buildings that have water closets with a maximum flush rate of 1.06 gallonslflush installed throughout. 5 Includes single and dual flush water closets with an effective Vush of 1.26 gallons or less. Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 [itersl. The effective flush volume is defned as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A 112.19.2 and AS ME / At 12.19-14. / NOTES: 1. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. O /LO I N / O LINE C SET[ B V. -\ NE OE FLOOR AE 2)-0" 26'-7" LEGEND 2 x 4 STUD 0 16" O.C. WALL (U.N.O.) 2 x 6 2 x 6 STUD ® 16" O.C. EXTERIOR WALL (U.N.O.) O& PLUMBING WALLS (SEE PLAN) DOOR NUMBER SEE SHT. A7 ®WINDOW LETTER SEE SHT. A7 Q S.D. HARD WIRE SMOKE DETECTOR W/ BATTERY BACK-UP & INTERCONNECTED TO SOUND AT THE SAME TIME. c.o./ CARBON MONOXIDE ALARM & Q S.D. HARD WIRE SMOKE DETECTOR W/ BATTERY BACK-UP & INTERCONNECTED TO SOUND AT THE SAME TIME. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN EACH HALL GIVING ACCESS TO EACH SLEEPING AREA. A MINIMUM OF ONE SMOKE DETECTOR IS REQUIRED ON EACH STORY. SMOKE DETECTORS MUST BE HARD WIRED IN NEW CONSTRUCTION WITH BATTERY BACKUP AND INTERCONNECTED BEING AUDIBLE IN ALL SLEEPING AREAS. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED IN EXISTING CONSTRUCTION. IF CEILING IS VAULTED 24" OR MORE, AN ADDITIONAL SMOKE DETECTOR IS REQUIRED IN VAULTED AREA. S EXHAUST FAN TO OUTSIDE AIR, 50 cfm min. SWITCHED OR 20 cfm min. CONTINUOUS OPERATION, ENERGY STAR COMPLIANT AND SHALL BE DUCTED TO THE OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDITY CONTROL DEVICE. 3 SONES MAX. EXTERIOR WALLS: R-15 BATT. INSULATION ROOF: R-38 BATT. INSULATION RAISED FLOOR FOUNDATION: R-19 BATT. INSULATION OVER UNCONDITIONED SPACE (E) EXISTING (R) EXISTING TO BE REPLACED (N) NEW FIRST FLOOR PLAN * ��� PROJECT 0 �� NORTH W w %� �+ w � D 00 0 r- 0 O / O N z w=�C� 1 J O Q LL - z Ld = < N \ Z Cn Q U w O w > 0�� 0- CD 0 3 0 z Q J D J J o z �� C4 JQ Ld (n N c� I w W p0 LLJ w �' � v J O W OLrn/ . E o Q Q U I..L _ co L � Q O ` O Z m 0�0_ ^, J < Q Z M Q 0 FIRST FLOOR PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1'-O" JOB NO. SHEET A2 OF SHEETS Packet Pg. 112 7.2.b I / / / / / / / LEGEND 2 x 4 STUD ® 16" O.C. WALL (U.N.O.) 2 x 6 2 x 6 STUD ® 16" O.C. EXTERIOR WALL (U.N.O.) O& PLUMBING WALLS (SEE PLAN) DOOR NUMBER SEE SHT. A7 ® WINDOW LETTER SEE SHT. A7 Q S.D. HARD WIRE SMOKE DETECTOR W/ BATTERY BACK—UP & INTERCONNECTED TO SOUND AT THE SAME TIME. C.o./ CARBON MONOXIDE ALARM & Q S.D. HARD WIRE SMOKE DETECTOR W/ BATTERY BACK—UP & INTERCONNECTED TO SOUND AT THE SAME TIME. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN EACH HALL GIVING ACCESS TO EACH SLEEPING AREA. A MINIMUM OF ONE SMOKE DETECTOR IS REQUIRED ON EACH STORY. SMOKE DETECTORS MUST BE HARD WIRED IN NEW CONSTRUCTION WITH BATTERY BACKUP AND INTERCONNECTED BEING AUDIBLE IN ALL SLEEPING AREAS. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED IN EXISTING CONSTRUCTION. IF CEILING IS VAULTED 24" OR MORE, AN ADDITIONAL SMOKE DETECTOR IS REQUIRED IN VAULTED AREA. 29'-2" EXHAUST FAN TO OUTSIDE AIR, 50 cfm min. SWITCHED OR 20 cfm min. CONTINUOUS OPERATION, ENERGY STAR COMPLIANT AND SHALL BE DUCTED TO THE OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDITY CONTROL DEVICE. 3 SONES MAX. BUILDING INSULATION ENVELOPE EXTERIOR WALLS: R-15 BATT. INSULATION ROOF: R-38 BATT. INSULATION RAISED FLOOR FOUNDATION: R-19 BATT. INSULATION OVER UNCONDITIONED SPACE (E) EXISTING (R) EXISTING TO BE REPLACED (N) NEW SECOND FLOOR PLAN QPROJECT ��� NORTH w VJ U) w D 0 00 �_ 0 O U O`� Z w � 1 Lo J 0 Q V Z rn --,o U Q U 0') w w > O o�<� CD p 3 0 z z a J D J J Q o z 0 �JQ M LLJ U � I O (n N w J w p p0Qo L0 > co O � E Q 11 ♦""' L L Q OzO Z m �0 � J �o Z Ln O p CY) Q o p Q SECOND FLOOR PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-O" JOB NO. SHEET A3 OF SHEETS Packet Pg. 113 7.2.b PROVIDE POSITIVE ELECTRICAL DISCONNECT PROVIDE ROOF PLAN NOTES ROOF SHT'G. W/ RADIANT BARRIER LIGHT CONVENIENCE OVER (RECEPTACLE) OUTLET 1. ROOF COVERING SHALL BE CONCRETE TILE CLASS 'A' OR APPROVED EQUAL. I.C.C.-ESR-2778 CONTROLS WITHIN 25' OF EQUIPMENT 2. PROVIDE GUTTER OR DIVERTER AT EAVE ABOVE ENTRANCES TO BUILDING. 110 VOLT OUTLET 3. ALL VALLEYS SHALL BE FLASHED WITH (MIN. 22" WIDE 28 GA.) GALV. SHEET METAL. / 4. PROVIDE GALV. SHEET METAL (28 GA. MIN.) BASE FLASHING AT ALL CHIMNEYS BASES AND ROOF 2" GAP gNORKING \ ,�, TO WALL JUNCTURES. 2 x BLK'G. �'- SPACE AT CONTROLS z z a 5. ALL INTERIOR SHEAR WALLS SHALL EXTEND THROUGH THE ATTIC TO THE BOTTOM OF THE ROOF SHEATHING. TRUSS W/ (3)-2 1/2" DIA. HOLES PER BLOCK �� WARM AIR 30" 24" WIDE SOLID FLOORI�G o w 6. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND INSTRUCTIONS, VENT OPENINGS TO HAVE CORROSION FURNACE ACCESS WAY M U FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN 85 M.P.H. RESISTANT METAL MESH COVERING. 7. UNDERLAYMENT SHALL BE 30 POUND FELT. R-38 INSUL. Ys" MIN. TO Ya" MAX. OPENINGS LEVEL PLATFORMWORKING IN. , -LIGHT 8. PROVIDE RADIANT BARRIER TO UNDERSIDE OF ROOF SHT'G. TYP. THROUGHOUT GALV. DRIP 30" x 30" FOR SERVICING 20 MAX. LUJ SWITCH & AT GABLE ENDS. 2 x BLK'G. INSUL. STOP EDGE FLASHING EQUIPMENT R-38 INSUL. 9. ROOF COVERING ASSEMBLIES SHALL BE AN ICC-ES OR UL LISTED CLASS 'A' FIRE - MIN. 30" x 30" MIN. RESISTIVE ROOF ASSEMBLY COMPLYING WITH ASTM E108 OR UL 790 AND ATTACHMENT DBL. 2 x TOP PLATE ACCESS OPENING SHALL BE ADEQUATE FOR 85 MPH WIND LOADS. 2 x STUD WALL LL2x8 10. VENT OPENINGS TO HAVE CORROSION -RESISTANT WIRE MESH OR OTHER APPROVED WOOD FASCIA (MATCH EXIST'G.) MATERIAL COVERING WITH 1/16 IN. MIN. AND 1/4 IN. MAXIMUM OPENING. EXTERIOR FINISH WHITE N.T.S. TYRICAL SAVE 1 TYRICAL ATTC EAU L LEGEND w w w F_ 00 0 0 o O1 Z w � O Q Ud I..L �! Z Ld = \ C D Q U rn w LU > O <�� 0 :30 J �o�z J 6 C/� Z O � J J_ a z U) (!l C4 N Lj U I w J W 0 p0 LLJ LC) >' co o W oQ < U a--+ L � � L ct Q 7 Z m O ^� J Z 0 O� Q 0 ROOF PLAN DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-0" JOB NO. SHEET A4 OF SHEETS Packet Pg. 114 7.2.b 1 1(N) 11% 0 N o 2 (N) 00 (N L FF E R PLA ED (E) WOOD SIDING �N� 3 ro 0 �E� E (N) r FF C (N) 1 9 1 I (N) 1 1 1 (E) 1 I (N) 1 1 1 (E) 120No fi t/■�L------------ ■■■■ ---- ■V■...����■■■■■■■■■■■■■■---------------- 9 on, (E) GRADE (N) 12 15 (N) 3 (N) n(N) n (N) 5 (E) REPLACED (E) REPLACED (E) REPLACED (E) NEW EXISTING WOOD SIDING WOOD SIDING WOOD SIDING Ir EAST ELEVATION �d(N) (E) SIDING ro ;ra= 8 1 (N) NOTE: ALL MATERIALS, FINISHES AND COLORS TO MATCH EXISTING ELEVATION NOTES ITEM MATERIAL COLOR 1 (N) ROOFING CLASS 'A' CONCRETE FLAT TILE CHARCOAL BLEND El2 FASCIA x 8 WOOD WHITE PAINTED (MATCH EXIST'G.) EXTERIOR STUCCO ADOBE F 31 LA HABRA STUCCO 72 TEXTURE FINISH 2 (N) WINDOW ElVINYL FRAME / CLEAR GLASS WHITE 4 (N) WINDOW TRIM SURROUND SHALL MATCH EXISTING 7140 (N) El SECTIONAL O/H GARAGE DOOR WHITE g 12 5 (E) (N) 3 ElGABLE VENT WHITE 1 (E) (E) El SLIDING GLASS DOOR WHITE 2 _= VINYL FRAME / CLEAR GLASS (N) El 2 x 4 TRIM STUCCO OVER CRYSTAL WHITE (N) 3 - = _ 9 REPLACED (E) MATCH EXISTING X-50 - - WOOD SIDING LA HABRA STUCCO 'FROLA E](N) g❑ 9"x4 1 /2" TRIM STUCCO OVER CRYSTAL WHITE == HABRA STUCCO X-50 El EXTERIOR LIGHT BLACK 5 (E) 12 (R) El DOOR PAINTED WOOD WHITE (E) EXISTING El A/C UNIT (R) REPLACED (N) NEW El METAL GUARDRAIL 1 BLACK WROUGHT IRON A6 ElWOOD BEAM WHITE PAINTED 15 STONE VENEER 1 & 2 ALDERWOOD STACKED STONE EL DORADO STONE A5 A5 REPLACED (E) REPLACED (E) NEW EXISTING WOOD SIDING WOOD SIDING SOUTH ELEVATION NOTE: ALL MATERIALS, FINISHES AND COLORS TO MATCH EXISTING w w D �ou r- 0 Z �' w-�@ � J o Q (� z � \ o Q U (3) IJ 0 ^ I..LuJV > o � � 3 0� 1"f Z J J J o z U'o D Ja LLJ \ S(n � N U I w J w 0 0 0 w ,n r- r-_ w C C i� DE a, w O Nw n/ — E C) Q U co � ll� � Q O7 7 Z m 0 J < Q z w Ln O 0 C7) a 0 0 Q EXTERIOR ELEVATIONS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1 '-0" JOB NO. SHEET A5 OF SHEETS Packet Pg. 115 7.2.b TO 0 0-) N 0 1 3: 00 w z FF TP FF (E) GRADE (R)12 1. Handrails shall satisfy the following: a. Provide a minimum of one continuous handrail on stairways with 4 or more risers and at all open sides. R311.7.8 b. Handrail height shall be 34 to 38 inches above the nosing of treads. R311.7.8.1 c. Handrail with circular cross -sections shall have a diameter of 1.25 to 2 inches. R311.7.8.3 item 1. d. Handrails with other than circular cross -sections shall have a perimeter dimension of 4 to 6.25 inches with a maximum cross-section of 2.25 inches. R311.7.8.3 item 1 e. Handrails with a perimeter greater than 6.25 inches shall comply with FE311.7.8.3 item f. Handrail shall be continuous without interruption by newel post or other obstruction, except at the landing, volute, or turnout on lowest tread. R311.7.7.2, Exception 1 & 2. g. Clear space between handrail and wall shall be 1.5 inches minimum. R311.7.8.2 2. Guards (guardrails) shall meet the following: a. Provide guards where the open side is more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the open side. R312.1 b. Guard height shall be a minimum of 42 inches. R312.2 c. Openings between intermediate balusters shall preclude the passd4urufter40hehe. R312.3 d. The triangular openings formed by the riser, tread and bottom rail shalppSBZIgde the of a 6 inch diameter sphere. R312.3 Exception 1. e. Openings between intermediate balusters on the open side of stairs shall preclude the passage of a 4-3/8 inches diameter sphere. 312.3 Exception 2. "HANDRAIL WITH CIRCULAR CROSS —SECTIONS SHALL HAVE A DIAMETER OF 1.25 TO 2 INCHES. 4" DIA. SPHERE MAX. MAY 1 1 /2" SQ.x1 /8" TS NOT PASS TOP & BOTT. RAIL THROUGH —7 1 1 /2" sq. x1 /8" TS BALUSTER @ 48" 0. C. 1 /2" sq. INTERMEDIATE @ 4.5" 0. C. 3 /16" 4" DIA. ` SPHERE MAX. MAY NO� E N (4)-3/8" SCREW PENETRATION PASS THROUGH �� TS 1 1/ 2" x 1 1 /2" A-35 � x 3/16 F.J. 2x BLOCKING 1 1 /4" (SEE PLAN) 2x RIM JOIST, BM, BLK'G. OR " + + „ 1 1 /4" 2 x 14 STRINGER 3 16 5 1 /2" x 5 1 /2" x 1 /4" PLATE ARDRAIL 1 (N) 3 14 (N) 2 (N) UFO (N)13 1 �(N) (N)7 NEW WEST ELEVATION NOTE: ALL MATERIALS, FINISHES AND COLORS TO MATCH EXISTING (N)3 3 (N) 12 I(N) (E) EXISTING (R) REPLACED (N) NEW REPLA ED (E) WOOD SIDING EXISTING NEW NORTH ELEVATION NOTE: ALL MATERIALS, FINISHES AND COLORS TO MATCH EXISTING ELEVATION NOTES ITEM MATERIAL ROOFING CLASS 'A' CONCRETE FLAT TILE FASCIA El2 x 8 WOOD PAINTED (MATCH EXIST'G.) EXTERIOR STUCCO 3 LA HABRA STUCCO TEXTURE FINISH CHARCOAL BLEND NNEW1111111 ADOBE 72 WINDOW ElVINYL FRAME / CLEAR GLASS WHITE WINDOW TRIM SURROUND SHALL MATCH EXISTING SECTIONAL 0/H GARAGE DOOR WHITE El GABLE VENT SLIDING GLASS DOOR VINYL FRAME / CLEAR GLASS 2 x 4 TRIM STUCCO OVER MATCH EXISTING LA HABRA STUCCO Ny1a��� WHITE CRYSTAL WHITE X-50 9"x4"x1 /2" TRIM STUCCO OVER CRYSTAL WHITE LA HABRA STUCCO X-50 EXTERIOR LIGHT BLACK DOOR PAINTED WOOD A C UNIT METAL GUARDRAIL 1 WROUGHT IRON A6 WOOD BEAM PAINTED STONE VENEER 1 & 2 EL DORADO STONE A5 A5 WHITE WHITE ALDERWOOD STACKED STONE W w U/ w D � r,-Cn 00 O1 �y Z w�C4© _ J O Q Lliw U) QC%� Q Urno w .rr > O c� � 3Q� p C z J J J o z vi O D J W:2 Q Q 0w (n � _ N U 1 I w 0 p0 Ln � �w v J 0 w n/ .� 0 Q Q U co L � Q Z z m — 0 a) < Q J z M Q o 0 Q EXTERIOR ELEVATIONS mono DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE 1 /4"=1'-0" JOB NO. SHEET A6 OF SHEETS Packet Pg. 116 7.2.b WA-M%DRD [2-51 0=4m M=1642 LP LONG PANEL. Specifications PAN EL DEI N Short Panel Long Panel Flush Panel INSULATION R-VALUE' DOOR THICKNESS STEELTHICKINESS WOODGRAiN E TERIORTEXTURE B070M WEATHER SEAL GLASS OPTIONS INSULATED GLASS O PTIONt DOOR WIDTHS DOOR HEIGHTS WORKMANSHIP/HARDWARE WARRANT` - 1CaWat,ed dckN-sermon ft-value its in accordance wrthDASMATDS-163. Z it is your respom bllity to mocesLaa yourgalage daol n-x3ets kcalbLliIdingcodes. PC: otymeus Ot 3138 14.46 1-3/8" (3.5cm) 27127 ga For camplebe warranty details, %A an orr.com or contactywr kxJ Arrm dealer. COLOR: WHITE AMARR OLYMPUS OL3200 • TVV/ Color Zone Polyurethane 1 .40 - 1 .35 2"(5.1cm) All Standard Sizes All Standard Sizes • Lrfeti me I k�8�3 nl8 arr AmartF'olympus Energy Efficient Steel Traditional Garage Doors TYPICAL EXISTING F GARAGE DOORS *,TRIMLITE COLOR: WHITE EXTERIOR DOOR El WINDOW SILLS CRYSTAL WHITE TYPICAL WINDOW SILL El ST1 X4 2 x 4 TRIM STUCCO OVER LA HABRA STUCCO M SIN-11 �Lf E � pI1C�li5 k A-e 0-1-" Is hw B41 er 3. A-!,, B-14r1' 6 AID` SeW 9"x4 1 /2" TRIM STUCCO OVER LA HABRA STUCCO CRYSTAL WHITE —50 TYPICAL WINDOW / DOOR TRIM El TYPICAL METAL GUARDRAIL El COLOR: BLACK M� COLOR: WHITE SLIDING DOOR El TYPICAL WINDOWS El COLORWHITE Builder Cast 1024BK Job Name: Job Type: Quantity: Comments: PRODUCT DESCRIPTION FINISHES OPTION Maxim Lighting's commitment to both the residential lighting and the home building industries will assure you a ■ product line focused on your basic lighting needs. With the Builder Cast collection you will find quality lighting that Black is well designed, well priced and readily available. Empire Bronze LIM Pewter MEASUREMENTS ■ Rust Patina 8" �4.5" DIMENSION 8" W x 12" H x 7" Ext BACK PLATE 4.5" W x 4.5" H x 2" HCO White HANGING WEIGHT 2,58 lb o LAMPING GLASS 4.5 INPUT VOLTAGE � : 120V Clear CL 12" LUMENS 0 Rated BULB 1 x 60W Incandescent E26 Medium, 60W Total MATERIAL BULB INCLUDED : (Not Included) Die Cast Aluminum DIMMABLE : Yes RATINGS mngm n.m uk, a o.xa ro m. cw or in. r.mre cETLus Wet Location AM)- C 77 ADDITIONAL RATED LIFE 2500 Hours OPERATING TEMPERATURE: COLOR: BLACK -20°C (-4°F), 40°C (104°F) Always consult a qualified electrician before installing any lighting product. WESTERN DISTRIBUTION CENTER (HEADQUARTER) ® 253 NORTH VINELAND AVE I CITY OF INDUSTRY, CA 91746 EASTERN DISTRIBUTION CENTER 4200 SHIRLEY DR. I ATLANTA, GA 30336 L I G H T I N G P.626.956.4200 1 F.626.956.4225 1 maximlighting.com TYPICAL EXTERIOR LIGHTING El Charcoal Blend 1SRCF1430 CRRC ID# - 0942-0072 Reflectance: 0.17 / Emittance: 0.91 / SRI: 16 MATERIAL ROOFING CLASS 'A' CONCRETE FLAT TILE EXTERIOR STUCCO 3 LA HABRA STUCCO TEXTURE FINISH 4❑ El El FASCIA 2 x 8 WOOD PAINTED (MATCH EXIST'G.) VINYL FRAME / CLEAR GLASS SECTIONAL O/H GARAGE DOOR GABLE VENT SLIDING GLASS DOOR VINYL FRAME / CLEAR GLASS DOOR PAINTED WOOD WOOD BEAM PAINTED EXTERIOR LIGHT METAL GUARDRAIL COLOR CHARCOAL BLEND ADOBE 72 WHITE 8 2 x 4 TRIM STUCCO OVER CRYSTAL WHITE LA HABRA STUCCO X-50 - - g 9"x4"x1 /2" TRIM STUCCO OVER CRYSTAL WHITE " LA HABRA STUCCO X-50 = STONE VENEER ALDERWOOD El EL DORADO STONE STACKED STONE moo' W LL- (J J W C CO 0 O O z LLJ F, ' LLo O Q U 1..` r V Z 0 Ld \CD Q � Q O Cr)L� L1J > o CD �o 3 0<�3: �ZQ ODJ QJ :2 �Z Vl N wCDMJI J UJJ 0 00 LO �, > ��Ljj vJ � � ' Q U ��L� �- �Q O z o Q m �O a_Z j J Ln O 0 rn Q 0 0 Q MATERIAL SPECIFICATIONS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE JOB NO. SHEET A6m5 OF SHEETS Packet Pg. 117 7.2.b WINDOWSCHEDULE DOOR SCHEDULE (NOTE: SEE PLAN FOR DOOR HINGE LOCATION) WINDOW SIZE WINDOW FRAME FRAME GLAZING DOOR FRAME FIRE HARDWARE GLAZING REMARKS LETTER QUANTITY MATERIAL MATERIAL FINISH REMARKS DOOR QUANTITY WIDTH HEIGHT U-FACTOR SHGC MANUF.: MILGARD TRINSIC LINE NO. WIDTH HEIGHT THICK MATERIAL MATERIAL FINISH RATING U-FACTOR SHGC A 2'-0" 5'-0" 2 DUAL GLAZE VINYL FACTORY FINISH 0.30 0.23 EXISTING 1 B 5'-0" 5'-0" 1 EXISTING 2 2 2'-6" 6'-8" 1 3/8 WOOD SOLID CORE WOOD FACTORY PRIVACY LOCK BATHROOM C 2'-6" 5'-0" 1 EXISTING 3 1 6'-0" 6'-8" — FACTORY FACTORY FACTORY WARDROBE SLIDER D 2'-0" 4'-0" 2 EXISTING 4 2 2'-6" 6'-8" 1 3/8 WOOD SOLID CORE WOOD FACTORY PRIVACY LOCK BEDROOM E 4'-4" 4'—O" 1 EXISTING 5 1 8'-0$' 6'-8" — VINYL / GLASS VINYL FACTORY LOCKING ENTRY 0.30 0.23 SLIDING TEMPERED GLASS F 2'-0" 3'-0" 1 EXISTING 6 1 2'-6" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PASSAGE PANTRY G 2'-6" 3'-0" 1 EXISTING 7 1 8'-0" 6'-8" — VINYL / GLASS VINYL FACTORY LOCKING ENTRY 0.30 0.23 SLIDING TEMPERED GLASS H 2'-6" 4'-0" 3 8 1 2'-8" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PASSAGE LAUNDRY 1" UNDERCUT 2'-0" 3'-0" 2 TEMPERED 9 1 8'-0" 6'-8" — FACTORY FACTORY FACTORY WARDROBE SLIDER 6'—O" 3'—O" 1 10 1 2'-8" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PRIVACY LOCK BEDROOM K 3'-0" 5'-0" 2 11 1 2'-6" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PRIVACY LOCK BATHROOM POCKET Q 8'-0" 5'-0" 1 12 1 2'-4" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PRIVACY LOCK TOILET RM M 6'-0" 4'-0" 2 EGRESS 13 1 2'-6" 6'-8" 1 3/8" WOOD SOLID CORE WOOD FACTORY PASSAGE W.I.C. N 4'-0" 3'-0" 1 14 1 2'-8" 6'-8" 1 3/4" WOOD SOLID CORE WOOD FACTORY LOCKING ENTRY GARAGE O 3'—O" 2'—O" 1 TEMPERED 15 P 4'-0" 4'-6" 1 TEMPERED 16 Q 2'-0" 4'-6" 2 17 R 5'-0" 4'-0" 1 TEMPERED 18 S 3'-0" 1'-0" 1 19 WINDOW TYPES NOTE: SEE FLOOR PLAN FOR EGRESS & TEMPERED LOCATIONS NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABLES. DOOR TYPES NOTE: SEE PLAN FOR HINGE LOCATION NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABLES. MEANS OF EGRESS LIGHT & VENTILATION 1. Openable escape opening shall meeting all of the following: R310 2. Exterior glazed openings of habitable rooms for natural light a. A net clear opening area of not less than 5.7 sq. ft. shall be minimum 8% ofatlee. room floor (5.0 sq. ft. escape for grade — floor window). 3. Openable ventilation area of habitable rooms must be b. Minimum clear opening height of 24 inches. 4% or more of the room floor area. R303. c. Minimum clear opening width of 20 inches. WINDOW OPENING CONTROL DEVICES d. the bottom of window opening shall not be more than 44 inches from the floor. 4. Window opening control devices shall comply with ASTM F 2090. e. Window control opening device shall not reduce the required The window opening control device, after operation to release the net clear opening area of the window R 312.2.2. control device allowing the window to fully open, shall not reduce the minimum net clear opening area of the window unit to less than the area required by Section R310.1.1 CRC. CL'G. II` 3,-01 I I 2'-6 I 6,-08,-0„ �I 2-6 I �I 28 I 8,-0 5-0 —f„ ,—4,— 0 � �„ 6— 0,�+ +L I ` ` „ 0 0 0 0 " 0 0 O O 0 1 1 1 } -ro1 " I I / PAAy / 0 I I I � `� I 0 Do 00 I IL I o o ao " 00 00 o 00 00 1 00 1 1 \ \ 00 0o I I i- I FF -1 I I N N N FF t —$ I— —*� *�— 1� — 1� — 0 0 Q Q 0 0 CD® 13 © ® 10 14 90 SINGLE HUNG FIXED FIXED SINGLE HUNG SLIDER SINGLE HUNG FIXED SINGLE HUNG SINGLE HUNG SLIDER CL'G. 2'-6-6 2�-4 1 3'— 0 1 8 —0 1 6 —0 1 —4'— 0 " � 4 —0 1 �� N 0 - " " 0 0 0 3 -0 `° 0 I 00 I 00 Ln LO Do 00 -- LO 00 I N " Do I \ 00 Do N 1 I FF C-4 FF KD LD MD ND OD O ® RD 11 12 FIXED XOX SLIDER SLIDER SLIDER FIXED SINGLE HUNG SLIDER GENERAL NOTES NOTES: 'SEAL ALL TYVEK@ JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR CAULKING TAPE) TYPICAL WALL 1. Landings or floors at the required egress door shall not "FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC FINISH COAT be more than 1 1/ inches lower than the top WASHER HEADS. (ex. DUPONT WRAPCAPS) BROWN COAT f the threshold. The exterior landing or floor shall not "LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SCRATCH COAT og SELECTION AND DETAILING SHOWN BELOW. WIRE LATH be more than 7 3/4 inches below the top of the 'INSTALL STUCCO ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS WEATHER RESISTIVE BARRIER threshold provided the door does not swing over the WINDOW WITH CAULKING (TYVEK HOMEWRAP RECOMMENDED) p g INTEGRAL MOUNTING TYPICAL WALL MINIMALLY EXPANDING TYVEK STUCCOWRAP lower landing Or floor. R311.3.1 FLANGE FINISH COAT POLYURETHANE FOAM OR SHEATHING BROWN COAT APPROVED CAULK 2 x WOOD STUDS THRESHOLDS SHALL COMPLY WITH THE FOLLOWING R311.3.1 MINIMALLY EXPANDING SCRATCH COAT (AROUND WINDOW RSO) w/ BATT INSULATION POLYURETHANE FOAM OR WIRE LATH GYPSUM BOARD 1. 3/4 INCHES MAX. AT SLIDING DOORS APPROVED CAULK WEATHER RESISTIVE BARRIER WINDOW WITH 2. 1 /2 INCHES MAX. AT ALL OTHER DOORS (AROUND WINDOW RSO) (TYVEK HOMEWRAP RECOMMENDED) INTEGRAL MOUNTINGINSTALLINSTALL TYVEK® FLEXWRAPT. 3. THRESHOLDS > 1 /4 INCHES SHALL BE BEVELED AT 1: 2 TYVEK STUCCOWRAP OVER MOUNTING FLANGE. LAP 4. 7 3/4 INCHES MAX. THRESHOLD DROP EXTERIOR DOORS WRAP TYVEK® INTOZ SHEATHING TYVEK® & TAPE JOINTS. OPENING &TAPE TO 2x WOOD THAT ARE NOT A COMPONENT OF A MEANS OF SILL (ESP.Ca) CORNERS) w/ BATT INSULATION 2 WINDOW HEAD DETAIL EGRESS AND DO NOT SWING OVER LANDING OR STEP USING TYVEK® FLEXWRAPT. GYPSUM BOARD RESIDENTIAL WOOD FRAME STRUCTURE w/ STUCCO LAP & TAPE TYVEK AT JOINTS (UPPER SHEET OVER LOWER SHEET) SEQUENCE FASTEN TYVEK@ FLEXWRAPT- CORNER USING MECHANICAL II II II II FASTENER II II II II II INSTALL TYVEK@ FLEXWRAPTM I AROUND PERIMETER OF OPENING IIIIIIIIIIIII .................. II IIIIIIIIIIIIIIIIIII .r iliiiiiiiiiiiiiii �'ll IIIIIIIIII';�11'I,'.IIII�?.. `• iiiiiiiii .ii�ii WINDOW SILL JAMB DET RESIDENTIAL WOOD FRAME STRUCTURE w/ STUCCO GENERALNOTES 'SEAL ALL TYVEK@ JOINTS OR PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE) DOOR SWING IN SEQUENCE ��� THRESHOLD 2 (INTERIOR) 2 1 "' MAX. 1 AT 1:2 SLOPE SEQUENCE x Q x (EXTERIOR) MIS FINISH SURFACE FASTEN TYVEK® AND RIGID INSULATION TO STEEL STUDS USING SCREWS W/ WASHERS. (ex. DUPONT WRAPCAPS) F L A S H I N G SE Q U E N C E TYPICAL THRESHOLD A 'LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. Q>EL E VA TI O N VIE W @ EXTERIOR SWINGING DOORS I I I I I I I I 4 SEQUENCE WI W OP NG Ww w 1--0 U) - 00U) 0 O U O10 N Z w — �C'4Z J Q L�LU z � (D Q U Q U w � W � o .. � 0 3 0<�� � � Q J J J o Cn 0 J Q CD (n � N w J W 00 LLJ Ln >' CW/)W O oQ Q" L� �a 0Z0� Qm O (2) a- C) J Ln Z O M 0-) Q M DOORS & WINDOWS DRAWN WP PL2023-66 DATE DEC. 7, 2023 SCALE JOB NO. SHEET A7 OF SHEETS Packet Pg. 118 7.2.c Dat Tran From: Fenny Wu <fennywu38@gmail.com> Sent: Tuesday, January 23, 2024 8:22 PM To: Dat Tran Subject: 915 Pantera Dr., Diamond Bar Remodel Proposal CAUTION: This message originated outside of our City of Diamond Bar network. CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. To: Mr. Dat Tran, City of Diamond Bar/Community Development My family has been living at our home at 921 Pantera Drive for almost 25 years. It's such a peaceful and friendly neighborhood. Last year, my neighbors at 915 Pantera Drive approached us addressing their plan to renovate and add to their house. We were told that they were only going to add a few square feet and that their home would only become a few feet closer to our house. However, a couple of weeks ago, our neighbors informed us that they are now planning to add 1,646 sq feet, which is almost double their original size. We would like to express our strong concerns about safety in regards to our neighbor's plans to greatly expand their house. We are worried that the extra weight that our neighbor's proposed home improvements would increase the risk of mudslides at the hill in our backyards. We would like the City to pay extra attention to the project's potential geologic impacts. We want to make sure that the project would not cause any damage to our property during and after the construction as a result of geologic considerations. Further, if necessary, we would like the City to consider requiring a geotechnical study pursuant to Diamond Bar City Code section 1083.1. Please take our concerns into serious consideration. Thank you very much and highly appreciated. Fen Lin Wu Residents of 921 Pantera Drive, Diamond Bar Packet Pg. 119 7.2.d Dat Tran From: 1st octant <1stoctant@gmail.com> Sent: Tuesday, February 6, 2024 9:31 AM To: Dat Tran Subject: Public hearing comments_915 Pantera Dr. CAUTION: This message originated outside of our City of Diamond Bar network. CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi, We received the notice of public hearing. We vote for NO. The property size is beyond the average size of the community. The city has to control the allowable size even though it's not against the codes. We don't want the neighbor to have too many tenants or airbnb renters to disturb the safety of the neighborhood. The two houses across the street are for airbnb. Strangers move in/out frequently. One of them is building additions. For homeowners, they create more space just for short term or long term renting which is not safe for all the neighbors. best, Neighbor on the pantera dr. Packet Pg. 120 9.1 Project Status Report February 13, 2024 CITY OF DIAMOND BAR COMMUNITY DEVELOPMENT DEPARTMENT PROPERTY LOCATION PLANNING COMMISSION REVIEW File # AP Applicant PC 2/13/24 CC 2/20/24 PC 2/27/24 CC 3/5/24 PC 3/12/24 CC 3/19/24 915 Pantera Drive (Addition and remodel to single-family residence DR PL2023-66 DT Walt Patroske PH Meeting cancelled 2330 Indian Creek Road (Demolish and construct new SFR) DR/TP PL2023-53 MN Michael Wang PH SB 1186 Ordinance MCA PL2024-3 MN City of Diamond Bar CC 2023 General Plan Status Report GL City of Diamond Bar CC CC 2023 Annual Progress Report MN City of Diamond Bar CC ADMINISTRATIVE REVIEW Property Location AP A licant None PENDING ITEMS Property Location File # AP Applicant Status 1198 Chisolm Trail Dr. New sin le-familyresidence DR PL2021-51 DT Michael Wu Under Review 1200 Chisolm Trail Dr. New sin le-familyresidence DR PL2023-5 DT James Coane Under Review 2725 Clear Creek New Single -Family Residence DR PL2022-74 DT Diane Shi Second incomplete letter sent 11/30/23 — waiting for additional information 2000 Chestnut Creek New Single -Family Residence DR MCUP PL2024-7 DT Claire Lee Under Review 2001 Derringer Lane 2-lot subdivision TPM 83036 PL2021-46 MN Gurbachan S. Juneja Fourth incomplete letter sent 8/25/2023 — waiting for additional information Gentle Springs Ln. and S. Prospectors Rd. GPA, ZC, VTTM, DR PL2021-23 GL Tranquil Garden LLC First incomplete letter sent 4/16/21 — waiting for additional information LEGEND PH = PUBLIC HEARING AP = ASSIGNED PLANNER PC = PLANNING COMMISSION CC = CITY COUNCIL I Packet Pg. 121 9.1 Project Status Report CITY OF DIAMOND BAR Page February 13, 2024 PENDING ITEMS (continued) Property Location File # AP A licant Status 22909 Lazy Trail Rd. DR, MCUP PL2021-05 DT Walt Patroske Under Review (Addition and remodel to single family residence 24167 Lodge Pole Road DR PL2023-10 DT Soledad Corona Third incomplete letter sent 12/20/23 — waiting for additional information (Addition to single family residence) 1829 Los Cerros Drive DR PL2023-46 DT Patrick O'Donnell First incomplete letter sent 7/12/23 - waiting for additional information (Addition and remodel to single-family residence 2235 Morning Canyon Rd. TTM 83836, DR, TP MN Samir M. Khoury Second Incomplete Letter Sent 04/28/23 — waiting for additional (20-unit condos) PL2022-89 information 23901 Ridge Line (2-lot Subdivision) TPM PL2022-119 DT Pete Volbeda Second incomplete letter sent 12/5/23 — waiting for additional information Development Code Amendment DCA PL2022-59 MN/GL City of Diamond Bar Under Review (Code cleanup) Supportive Housing, Low Barrier DCA PL2023-38 GL City of Diamond Bar Under Review Navigation Centers and Large Residential Care Facilities (Development Code Amendment SB9 Ordinance DCA PL2019-43 MN City of Diamond Bar Under Review Walnut Valley Unified School District DCA PL2021-43 DT/GL WVUSD Under Review Billboard Ordinance Packet Pg. 122