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08-12-2025
II DIAIhoNn B�II City of Diamond Bar Planning Commission Agenda Naila Barlas, Chair Brian Worthington, Vice Chair Surendra Mehta, Commissioner Ruben Torres, Commissioner William Rawlings, Commissioner Meeting Date: Tuesday, August 12, 2025 Regular Meeting 6:30 p.m. Diamond Bar City Hall - Windmill Community Room 21810 Copley Drive, Diamond Bar CA 91765 WELCOME TO A MEETING OF THE DIAMOND BAR PLANNING COMMISSION Meetings are open to the public, and you are invited to attend and participate. 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. The Planning Commission may take action on any item listed on the agenda. HOW TO ACCESS THE MEETING REMOTELY Listen -Only: Call +1 (631) 992-3221, Access Code: 275-880-986 Participate: Join Go To Webinar https://attendee.gotowebinar.com/reaister/8515565174137059421 RESOURCES Copies of agendas and agenda packets are on file and available for public inspection in the Planning Division of the Community Development Department at 21810 Copley Drive, Diamond Bar, CA 91765 or online at www.diamondbarca.gov/agendas. For more information about agendas or rules of the Planning Commission, please contact the Community Development Department at 909- 839-7030 or commdev@diamondbarca.gov. AMERICANS WITH DISABILITY ACT ACCOMODATION In compliance with the Americans with Disabilities Act, if you need special assistance, a disability - related modification or accommodation, agenda materials in an alternative format, or auxiliary aids to participate in this meeting, please contact the Community Development Department at 909-839- 7030 or commdev@diamondbarca.gov as soon as possible. Providing at least 72 hours' notice will help ensure that reasonable arrangements can be made. PUBLIC INPUT The public may provide public comment by attending the meeting in person, by sending an email, or by logging into the teleconference. Please email your comments to the Community Development Department at commdev@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 Member and noted for the record at the meeting. Please note that the meeting will City of Diamond Bar Planning Commission Page 1 of 93 Diamond Bar Planning Commission Agenda August 12, 2025 proceed at Diamond Bar City Hall - Windmill Community 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. Speakers are limited to five (5) 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. Any material to be submitted to the Planning Commission at the meeting should be submitted through the Administrative Coordinator. Public comments must be directed to the Planning Commission. A person who disrupts the orderly conduct of the meeting after being warned by the Chairperson or the Chairperson's designee that their behavior is disrupting the meeting may result in the person being removed from the meeting. City of Diamond Bar Planning Commission Page 2 of 93 Diamond Bar Planning Commission Agenda August 12, 2025 CALL TO ORDER: 6:30 p.m., Windmill Room PLEDGE OF ALLEGIANCE: ROLL CALL: Commissioners Torres, Rawlings, Mehta, Vice Chair Worthington, Chair Barlas APPROVAL OF AGENDA: Chair 1. 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 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. 2. CONSENT CALENDAR: All items listed on the Consent Calendar are considered by the Planning Commission to be routine and will be acted on by a single motion unless a Planning Commission Member or member of the public request otherwise, in which case, the item will be removed for separate consideration. 2.1 July 8, 2025, Planning Commission Meeting Minutes 3. OLD BUSINESS: 4. NEW BUSINESS: 5. PUBLIC HEARINGS: 5.1 Development Review PL2024-82: Under the authority of DBCC Section 22.48, the property owner, William and Renjielyn Lu, and applicant, Samuel Chen, are requesting Development Review approval for the construction of a new 8,143 square -foot, three- story, single-family residence with a 1,699 square -foot garage, 805 square feet of balcony area, 648 square feet of covered patio area, 110 square feet of porch area, swimming pool and rear yard improvements on a 57,060 gross square -foot (1.31 gross acre) undeveloped lot. PROJECT ADDRESS: 2234 Indian Creek Road Diamond Bar, CA 91765 APN: 8713-040-029 APPLICANT: Samuel Chen 424 32nd Street Suite F Newport Beach, CA 92263 City of Diamond Bar Planning Commission Page 3 of 93 Diamond Bar Planning Commission Agenda August 12, 2025 PROPERTY OWNER: William and Renjielyn Lu 2234 Indian Creek Road Diamond Bar, CA 91765 ENVIRONMENTAL REVIEW: 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. 6. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: 7. STAFF COMMENTS/INFORMATIONAL ITEMS: 7.1 Project Status Report 8. SCHEDULE OF FUTURE EVENTS: 8.1 City Council Meeting - August 19, 2025 - 6:30 p.m., online teleconference and SCAQMD Main Auditorium, 21865 Copley Dr. 8.2 Planning Commission Meeting - August 26, 2025 - 6:30 p.m., online teleconference and City Hall Windmill Room, 21810 Copley Dr. (Cancelled) 8.3 Labor Day Holiday - City offices will be closed on Monday, September 1, 2025. 8.4 City Council Meeting - September 2, 2025 - 6:30 p.m., online teleconference and SCAQMD Main Auditorium, 21865 Copley Dr. 8.5 Planning Commission Meeting - September 9, 2025 - 6:30 p.m., online teleconference and City Hall Windmill Room, 21810 Copley Dr. 9. ADJOURNMENT: CERTIFICATION I, Arlene Laviera, Administrative Coordinator, City of Diamond Bar, hereby certify, under penalty of perjury under the laws of the State of California that the foregoing notice was posted pursuant to Government Code Section 54950 Et. Seq., not less than 72 hours prior to the meeting, at the following locations: Diamond Bar City Hall Kiosk, Diamond Bar City Hall Bulletin Board, City website: www.diamondbarca.gov, and Diamond Bar Library. Arlene Laviera Administrative Coordinator Date Posted: August 7, 2025 City of Diamond Bar Planning Commission Page 4 of 93 Agenda Item #: 2.1 Meeting Date: August 12, 2025 PLANNING COMMISSION AGENDA REPORT TO: Members of the Planning Commission SUBJECT: July 8, 2025, Planning Commission Meeting Minutes RECOMMENDATION: Staff recommends that the Planning Commission approve the July 8, 2025, Planning Commission meeting minutes. BACKGROUND/DISCUSSION: Minutes have been prepared and are being presented for approval. PREPARED BY: Arlene Laviera, Administrative Coordinator ATTACHMENTS: July 8, 2025 Planning Commission Meeting Minutes Page 5 of 93 MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION July 8, 2025 CALL TO ORDER: C/Barlas called the meeting to order at 6:30 p.m. in the Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: ABSENT: Commissioner Worthington led the Pledge of Allegiance. Mehta, Rawlings, Torres, V/C Worthington, C/Barlas None. STAFF PRESENT: Greg Gubman, Community Development Director, Grace Lee, Planning Manager; May Nakajima, Senior Planner; Rudy Lopez, Assistant Planner; Arlene Laviera, Administrative Coordinator; and James H. Eggart, City Attorney 3. PUBLIC COMMENTS: None. 4. CONSENT CALENDAR: 4.1 MINUTES OF THE PLANNING COMMISSION REGULAR MEETING — May 13, 2025. Torres moved, and Worthington seconded to approve consent calendar. Motion carried 5-0 by the following Roll Call vote: AYES: 5 COMMISSIONERS: Mehta, Rawlings, Torres, V/C Worthington, C/Barlas NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 0 COMMISSIONERS: None 5. OLD BUSINESS: 6. NEW BUSINESS: 7. PUBLIC HEARING: Development Review and Minor Conditional Use Permit No. PL2021-05"): Under the authority of DBCC Sections 22.48, 22.56 and 22.68, the property owner, Dr. Ankur Hitendra Shah, and applicant, Walt Patroske, are requesting Development Review approval to remodel the exterior and construct a 149 Page 6 of 93 JULY 8, 2025 PAGE 2 PLANNING COMMISSION square -foot lower -level addition, 450 square -foot first floor addition, 874 square -foot second floor addition, and 484 square feet of balcony areas to an existing 4,035 square -foot two-story single-family residence on a 1.12 gross - acre lot. A Minor Conditional Use Permit is requested to allow the continuation of an existing nonconforming structure with a 21' front setback (where 30 feet is required) and 0' rear setback where the flat pad transitions to the descending slope (where 25 feet is required). The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 22909 Lazy Trail Road, Diamond Bar, CA 91765 (APN:8713-029-009) APPLICANT: Walt Patroske, 2132 S. Grove Avenue #F, Ontario, CA 91761 PROPERTY OWNER: Dr. Ankur Hitendra Shah, 22909 Lazy Trail Road, Diamond Bar, CA 91765 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Rawlings moved, and Torres seconded to adopt Resolution No. 2025-13 to approve Development Review and Minor Conditional Use Permit Planning Case No. PL2021- 05 subject to the conditions of approval. Motion carried 4-0-1-0 by the following Roll Call vote: AYES: 4 COMMISSIONERS: Rawlings, Torres, Mehta, Barlas NOES: 0 COMMISSIONERS: None ABSTAIN: 1 COMMISSIONERS: Worthington ABSENT: 0 COMMISSIONERS: None 7.2 Development Review and Tree Permit No. PL2024-65: Under the authority of DBCC Sections 22.38 and 22.48, the property owner, LHL 688 LLC, and applicant, Philip K. Chan, are requesting Development Review approval for the construction of a new 14,028 square -foot single-family residence with a 2,042 square -foot garage, 1,456 square feet of balcony area, 2,903 square feet of porch area, indoor swimming pool and rear yard improvements on a 51,836 gross square -foot (1.19 gross acre) undeveloped lot. A Tree Permit (TP) is also requested to remove eight protected California sycamore trees and one Page 7 of 93 JULY 8, 2025 PAGE 3 PLANNING COMMISSION 7 10 California black walnut tree and replace with 27 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: 2521 Indian Creek Road, Diamond Bar, CA 91765 (APN: 8713-035-016) APPLICANT: Philip K. Chan, 711 S. First Avenue, Arcadia, CA 91006 PROPERTY OWNER: LHL 688 LLC, 14328 Lomitas Avenue, City of Industry, CA 91746 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 the provisions of Article 19 Section 15301(e) (construction of a new single- family residence) of the CEQA Guidelines. No further environmental review is required. The commission and staff discussed construction management plan for this project, as well as view impact. Torres moved, C/Barlas seconded to adopt Resolution No. 2025-12 to approve Development Review and Tree Permit PL2024-65 subject to attached conditions of approval. Motion carried 4-0-1-0 by the following roll call vote: AYES: 4 COMMISSIONERS: Mehta, Rawlings, Torres, C/Barlas NOES: 0 COMMISSIONERS: None ABSTAIN: 1 COMMISSIONERS:V/C Worthington ABSENT: 0 COMMISSIONERS: None PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: STAFF COMMENTS/INFORMATIONAL ITEMS: CDD/Gubman formally introduced Rudy Lopez, Assistant Planner to the Planning Commission. SCHEDULE OF FUTURE EVENTS: As noted in the agenda. Page 8 of 93 JULY 8, 2025 PAGE 4 PLANNING COMMISSION ADJOURNMENT: With no further business before the Planning Commission, C/Barlas adjourned the Regular Planning Commission meeting at 7:16 p.m. to the regularly scheduled meeting on Tuesday, August 12, 2025. The foregoing minutes are hereby approved this 8t" day of July, 2025. Naila Barlas, Chair Attest: Respectfully Submitted, Greg Gubman, Community Development Director Page 9 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 PLANNING COMMISSION AGENDA REPORT CASE/FILE NUMBER: Development Review Planning Case No. PL2024-82 PROJECT LOCATION: 2234 Indian Creek Road Diamond Bar, CA 91765 AP N : 8713-040-029 GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER: William and Renjielyn Lu 2234 Indian Creek Road Diamond Bar, CA 91765 APPLICANT: Samuel Chen 424 32nd Street Suite F Newport Beach, CA 92263 SUMMARY: The applicant is requesting Development Review (DR) approval for the construction of a new 8,143 square -foot, three-story, single-family residence with a 1,699 square feet of garage area, 805 square feet of balcony area, 648 square feet of covered patio area, 110 square feet of porch area, swimming pool and rear yard improvements on a 57,060 gross square -foot (1.31 gross acre) undeveloped lot. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review Planning Case No. PL2024-82, based on the findings of Diamond Bar City Code (DBCC) Sections 22.48, subject to conditions. BACKGROUND: The project site is located in the Diamond Bar Country Estates (The Country), on the south side of Indian Creek Road, west of Derringer Lane and east of Rusty Pump Road. The property is currently undeveloped. There are no protected trees onsite. The proposed project was approved by the Diamond Bar Country Estates Architectural Committee on December 13, 2024. The property is legally described as Lot 63 of Tract No. 23483, and the Assessor's Parcel Number (APN) is 8713- 040-029. Page 10 of 93 Site and Surrounding General Plan, Zoninq and Land Uses The image below highlights the subject property: Site (Plan View) Aerial Agenda Item #: 5.1 Meeting Date: August 12, 2025 Page 11 of 93 Project Site Adjacent Property to the East Agenda Item #: 5.1 Meeting Date: August 12, 2025 Page 12 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 Adjacent Property to the West The following table summarizes the land use status of the subject property and its surroundings: General Designation Zoning. - Site Rural Residential RR Undeveloped North Rural Residential RR Single -Family Residential South Rural Residential RR Single -Family Residential East Rural Residential RR Single -Family Residential West Rural Residential RR Single -Family Residential Proiect Description Site Plan As stated, the property's gross lot area is 57,060 square feet (1.31 acres), which includes a 32-foot-wide private street easement along the frontage of Indian Creek Road. The property is an irregular -shaped lot with a net buildable area (i.e., minus the private street easement) of 52,708 square feet (1.21 acres). The property is a hillside property with a descending slope at 18.3 percent that starts from the private street easement to the rear property line. The proposed house is situated 30 feet from the edge of the private street easement line along Indian Creek Road. The entrance to the residence faces Indian Creek Road and a single driveway provides access to one four -car garage and one two -car garage. As part of the proposed design, 805 square feet of balcony area, 648 square feet of covered patio area and 1 10 square feet of porch area are proposed throughout the residence. Amenities such as a theater/game room, craft room, and a gym with a sauna are also proposed on Page 13 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 the basement floor. Gradina Plan The applicant is proposing to cut 2,342 cubic yards and fill 991 cubic yards of soil throughout the property to create a buildable pad that can support the proposed residence and rear yard. Therefore, 1,351 cubic yards would have to be exported from the site. The proposed grading activities are limited to areas in proximity to the residence, preserving some of the site's unimproved natural slope. The applicant is proposing two tiers of retaining walls, with a maximum height of four feet, at the rear of the property to support fills above the natural grade and expand the buildable pad for the house. All exposed portions of the proposed retaining walls will have a decorative finish, with the use of both split -faced block and painted stucco to match the house. Architecture The architectural style is a Contemporary Farmhouse design with gabled roofs, a muted color palette, large windows, open floor plans, and a blend of rustic and modern elements with a focus on stone and wood materials. Building materials consist of Tesla solar roofing, which is textured glass over charcoal tone backing that mimics the appearance of asphalt shingles, smooth stucco walls, stone accents, wood board and batten siding, rustic board -formed concrete walls that echo the grain and texture of traditional wooden planks, wood louvers, stainless cable railing, and large glass doors and windows with metal mullions. The palette of exterior finish materials are earth -toned shades to preserve the hillside's aesthetic. Proposed Northwest (Front) Elevation The proposed three -level house's floor plan is composed of the following components: • First Floor - Theater/game room, craft room, gym with sauna and a bathroom, storage room, and mechanical room. • Second Floor - Common areas (foyer, dining/living room, family room/den, kitchen, pantry room, mud room, laundry room, and a powder room), one two -car garage and one four -car garage, and three bedrooms with a bathroom and walk-in closets. • Third Floor - Master suite with a bathroom and walk-in closet, two bedrooms with a bathroom and walk- in closets, study room/library, laundry room, and an office. • Balcony/covered patio/porch areas totaling 1,563 square feet are proposed throughout the three levels Page 14 of 93 of the residence. Agenda Item #: 5.1 Meeting Date: August 12, 2025 The floor area distribution is summarized below: PROJECT SUMMARY (square footage) Livinci Area 8,143 2,477 1. First Floor 4,027 2. Second Floor 1,639 3. Third Floor Non -Livable Area 3,262 1. Garage 1,699 2. Balconies 805 3. Covered Patios 648 4. Porch 110 TOTAL FLOOR AREA 11,405 The height of the building is 32 feet and seven inches, measured from the finished grade to the highest point of the roofline. Landscape Plan There are a total of 43 existing Fern Pine trees onsite that will remain. The applicant is proposing a variety of trees to be planted throughout the front, side, and rear yards of the proposed residence. When viewed from Indian Creek Road, the proposed landscape plan provides a clear organization of tree placement across the site. In the foreground, three 36-inch box Coast live oak trees and two 24-inch box Catalina cherry trees are proposed along the front of the property. The midground will include five 24-inch box Catalina cherries, three 48-inch box Marina strawberries, and one 48-inch box Swan Hill olive tree, offering a mix of species and scale. In the background, four 48-inch box Swan Hill olive trees and four 36-inch box Coast live oak trees will be planted in the rear yard to provide additional screening and coverage over time. To complement the primary trees, the accent trees consist of three 24-inch box Western redbuds, three 24-inch box Southern magnolias, six Forest Pansy Eastern redbuds, one 24-inch box Dwarf Bearss lime, and one 24-inch Dwarf Meyer lemon tree. There will be 36 trees planted for a total of 79 trees planted onsite. Additionally, various 15-gallon, 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 a Development Review (DR) application. The analysis that follows provides the basis for staff's recommendation to approve the DR application. Page 15 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 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: • - • • 30 feet 30 feet Yes 15 feet on one side, 20'-1 1 "- northeast side • • • 10 feet on the other 23'-4"- southwest side Yes 31 feet -northeast side 25 feet 65'-8"- southwest side Yes - • - • • 25 feet 25 feet Yes • - • • - Maximum of 30% 1 1.7% Yes • - 35 feet 32'-7" Yes • 2-car garage One 2-car garage and Yes one 4-car garage 4-foot exposed 4-foot exposed - - (supporting fill) (supporting fill) 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 regulations and guidelines to ensure that the development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: • The maximum building height is 32'-7", where 35 feet is allowed; • Architectural treatment is provided on all sides of the building with varying setbacks and projections; • All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet; and • Earth -toned building materials and color schemes are used that blend in with the natural landscape. Page 16 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 Compatibility with Neighborhood 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 east will continue to have views of the vista from their rear yard to the south. The property to the west will continue to have views of the vista from their rear yard to the south. The property to the south (2242 Indian Creek Road) will continue to have views of the vista from their rear yard to the south and southwest. All properties across the street to the north will continue to have views of the vista from their rear yard to the northeast. The proposed house will be constructed at a building pad elevation generally consistent with the adjacent homes at 2218 and 2250 Indian Creek Road, based on topographic data from the City's GIS system. As a result, the new structure will not exceed the height of neighboring residences, thereby preserving existing view corridors and maintaining the visual scale and grade relationship along Indian Creek Road. Although the property to the south, located at 2242 Indian Creek Road, is situated on a flag lot behind and downslope from the subject property, the existing home is configured to be physically secluded and oriented away from activity on 2234 Indian Creek Road. The residence sits approximately 220 feet from the nearest edge of the proposed building footprint and is positioned on a plateau with expansive views of the vista from its rear yard to the south and southwest. As a result, the proposed development of the subject property will not impact existing views from the property located at 2242 Indian Creek Road. In addition, mature trees along the northern property line of 2242 Indian Creek Road provide a natural privacy buffer, reducing any potential privacy impacts from the proposed house. Aerial View of Project Site and Adjacent Properties Page 17 of 93 Aerial View Looking North from Rear of Project Site Agenda Item #: 5.1 Meeting Date: August 12, 2025 Page 18 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 Distance between Project Site and 2242 Indian Creek Road In addition, the applicants visited the adjacent property owners at 2218, 2229, 2242, 2249, and 2250 Indian Creek Road and left memos with information regarding the project and renderings of the proposed house on February 26, 2025. No comments or concerns have been received by the applicants as of the publication date of this report. 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 has been carefully designed to respect existing view corridors, maintain neighborhood scale and character, and minimize any adverse effects on adjacent residences. The project also 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; • The exterior finish materials and colors blend with the natural environment; Page 19 of 93 Agenda Item #: 5.1 Meeting Date: August 12, 2025 • 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; and • The proposed new single-family residence will not obstruct slot views of the vista for nearby properties. 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 August 1, 2025, 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 August 1, 2025. 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: 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: Rudy Lopez, Assistant Planner ATTACHMENTS: Draft Resolution No. 2025-XX Site, Architectual, Conceptual Grading and Landscape Plans Page 20 of 93 PLANNING COMMISSION RESOLUTION NO. 2025-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW PLANNING CASE NO. PL2024-82 FOR THE CONSTRUCTION OF A NEW 8,143 SQUARE -FOOT, THREE-STORY, SINGLE-FAMILY RESIDENCE WITH A 1,699 SQUARE FEET OF GARAGE AREA, 805 SQUARE FEET OF BALCONY AREA, 648 SQUARE FEET OF COVERED PATIO AREA, 110 SQUARE FEET OF PORCH AREA, SWIMMING POOL AND REAR YARD IMPROVEMENTS ON A 1.31 GROSS ACRE (57,060 GROSS SQUARE -FOOT) LOT LOCATED AT 2234 INDIAN CREEK ROAD, DIAMOND BAR, CA 91765 (APN 8713-040-029). A. RECITALS 1. The property owners, William and Renjielyn Lu, and applicant, Samuel Chen, have filed an application for Development Review Planning Case No. PL2024- 82 for a property located at 2234 Indian Creek Road, Diamond Bar, County of Los Angeles, California. 2. The following approval is requested from the Planning Commission: (a) Development Review for the construction of a new 8,143 square -foot, three-story, single-family residence with a 1,699 square feet of garage area, 805 square feet of balcony area, 648 square feet of covered patio area, 110 square feet of porch area, swimming pool and rear yard improvements. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 57,060 gross square feet (1.31 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 63 of Tract No. 23483, and the Assessor's Parcel Number (APN) is 8713-040-029. 5. On August 1, 2025, 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 August 1, 2025. Also, public notices were posted at the project site and the City's designated community posting sites. 6. On August 12, 2025, 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. 1 Page 21 of 93 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 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) Section 22.48, this Planning Commission hereby finds as follows: Develoament Review Findinas (DBCC Section 22.48.040 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design 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 applicant is proposing to cut 2,342 cubic yards and fill 991 cubic yards to create a buildable pad that can support the proposed residence and rear yard. All exposed portions of retaining walls will have a decorative finish, with the use of both split -faced block and painted stucco to match the house as to not detract from the hillside. The Project will also be required to implement fuel modification. 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/covered patio/porch areas throughout the three 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)]. 2 Page 22 of 93 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 east will continue to have views of the vista from their rear yard to the south. The property to the west will continue to have views of the vista from their rear yard to the south. The property to the south (2242 Indian Creek Road) will continue to have views of the vista from their rear yard to the south. All properties across the street to the north will continue to have views of the vista from their rear yard to the northeast. The proposed house will be constructed on a relatively similar building pad elevation comparable to the adjacent neighboring properties located at 2218 and 2250 Indian Creek Road based on the topographic data from the City's GIS system. As a result, the proposed structure will not exceed the height of neighboring homes, thereby preserving existing view corridors and maintaining the visual scale and grade levels of the adjacent homes along Indian Creek Road. Although the property to the south, located at 2242 Indian Creek Road, sits at a lower elevation than the project site, it is located approximately 220 feet from the nearest edge of the proposed building footprint. This provides substantial separation to minimize potential view obstruction or privacy impacts. Additionally, there are existing mature trees along the northern property line of 2242 Indian Creek Road, providing a privacy buffer and further reducing potential privacy impacts. In addition, the applicants visited the adjacent property owners at 2218, 2229, 2242, 2249, and 2250 Indian Creek Road and left memos with information regarding the project and renderings of the proposed house on February 26, 2025. No comments or concerns have been received by the applicants as of the publication date of this resolution. 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 Page 23 of 93 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 scale and proportions of the proposed residence are well balanced and appropriate for the 1.31 gross -acre site. The Contemporary Farmhouse 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 proposed residence will be designed in the Contemporary Farmhouse architectural style. The project is designed to have a variety of elements to reflect the architectural style, including the following design features: gabled roofs, muted color palettes, large windows, open floor plans, and a blend of rustic and modern elements with a focus on stone and wood materials. Building materials consist of Tesla solar roofing, which is textured glass over charcoal tone backing that mimic the appearance of asphalt shingles, smooth stucco walls, stone accents, wood board and batten siding, rustic board -formed concrete walls that echo the grain and texture of traditional wooden planks, wood louvers, stainless cable railing, and large glass doors and windows with metal mullions. Through the use of earth -toned shades 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 0 Page 24 of 93 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. 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. 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, William and Renjielyn Lu, 2234 Indian Creek Road, Diamond Bar, CA 91765, and applicant, Samuel Chen, 424 32nd Street Suite F, Newport Beach, CA 92263. APPROVED AND ADOPTED THIS 12TH DAY OF AUGUST, 2025, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. 5 Page 25 of 93 Nalia Barlas, 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 8th day of July, 2025, by the following vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: ABSTAIN: COMMISSIONERS: /_�11111111*15 Greg Gubman, Secretary 6 Page 26 of 93 T I I I COMMUNITY DEVELOPMENT DEPARTMENT &S9 STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review Planning Case No. PL2024-82 SUBJECT: For the construction of a new 8,143 square -foot, three-story, single-family residence with a 1,699 square feet of garage area, 805 square feet of balcony area, 648 square feet of covered patio area, 110 square feet of porch area, swimming pool and rear yard improvements on a 57,060 gross square -foot (1.31 gross acre) undeveloped lot. PROPERTY OWNER: William and Reniielyn Lu, 2234 Indian Creek Road, Diamond Bar, CA 91765 APPLICANT: Samul Chen, 424 32"d Street Suite F, Newport Beach, CA 92263 LOCATION: 2234 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 Planning Case No. PL2024-82 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- 7 PC RESO 2025-XX Page 27 of 93 (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review Planning Case No. PL2024-82, 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. 2025-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. 8 PC RESO 2025-XX Page 28 of 93 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7.00 a.m. and 7.00 p.m., and are not allowed at any time on Sundays or holidays. 11. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 13. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted by the Diamond Bar City Code or applicable state or federal law. 14. Landscape plans prepared by a licensed landscape architect that complies with the City's water conservation landscaping requirement, along with a landscape deposit in the amount of $2,500 for landscape plan check review fees shall be required during building plan check [DBCC Section 8.14]. The landscape plans will be reviewed by the City's Consultant Landscape Architect to ensure this requirement is met. 15. The applicant shall replace the three 60-inch box California peppers trees shown on the proposed landscape plans with three 36-inch box Coast Like oak trees. 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 9 PC RESO 2025-XX Page 29 of 93 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 The approval of Development Review Planning Case No. PL2024- 82 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 22.6O.05O(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. 1 119:817AV/41161:2►vi141,1111 This approval is for the construction of a new 8,143 square -foot, three story single-family residence with 1,699 square feet of garage area, 805 square feet of balcony area, 648 square feet of covered patio area, 110 square feet of porch area, swimming pool and rear yard improvements at 2234 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 10 PC RESO 2025-XX Page 30 of 93 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 roof- or ground -mounted mechanical equipment (e.g., air conditioning, heating, ventilation ducts and exhaust, water heaters, etc.), waste and storage areas, and utility services shall be screened from public view from abutting public streets and rights -of -way, and abutting area(s) zoned for residential or open space uses, including views from above the subject project. The method of screening shall be architecturally compatible with other site development in terms of colors, materials, and architectural style subject to approval by the director. The screening design/construction shall blend with the design of the structure(s) and include appropriately installed and maintained landscaping when on the ground. 8. 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. 9. 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 11 PC RESO 2025-XX Page 31 of 93 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 COUNTY OF LOS ANGELES FIRE DEPARTMENT, (909) 620-2402, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. FIRE PROTECTION STANDARDS 1. Comments will be provided upon acceptance of fees invoiced by the County. 2. 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. (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. 3. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 4. 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 0K PC RESO 2025-XX Page 32 of 93 modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 5. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 6. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 7. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. III. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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. Applicant shall follow special requirements as required by the City Engineer for construction in a Restricted Use Area. No portion of the habitable structure shall be located in the Restricted Use Area and a Covenant and Agreement to construct in a Restricted Use Area shall be recorded and returned to the City prior to the issuance of any grading or retaining wall permits. 3. 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: 13 PC RESO 2025-XX Page 33 of 93 (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. 4. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7.00 a.m. and 5.00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. •lW�v:741.]:AOci:7_1•]IZcell :7=1r_1IZIIZICAYI_1I+I 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 14 PC RESO 2025-XX Page 34 of 93 sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 6 foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 15 percent. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 9. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer and a permanent irrigation system shall be installed. 10. 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 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. 12. 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. 13. 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 15 PC RESO 2025-XX Page 35 of 93 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. D. UTILITIES Easements, satisfactory to the City Engineer and the utility companies, for public utility and public services purpose shall be offered and shown on the detailed site plan for dedication to the City or affected utility company. 2. 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. 3. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. 4. 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. IV. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: General Conditions: 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. 3. Only one single-family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. 16 PC RESO 2025-XX Page 36 of 93 Plan Check — Items to be addressed prior to plan approval: 4. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 5. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 15O(o). 6. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 7. The following statement shall be included on the plans: "Separate permits are required for pool, spa, patio covers, BBQ area, outdoor dining, and retaining walls. Future storage expansion in the basement is not a part of the permit at this time and will require a separate permit." 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 15O.0(t) to (v). 11. Design for future energy storage system shall be provided including 225 busbar rating of panel per CA Energy Code 15O.O(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. 17 PC RESO 2025-XX Page 37 of 93 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 & Safety and Public Works/Engineering Departments for review and approval. The design of "drystack boulder" (gabion) retaining walls will require specific geotechnical engineer design and observation. Specifications for the construction of the rock wall will be required including compaction of base, rock material, binder/metal cages, and drainage. 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 R4O3.1.7. Foundations shall provide a minimum distance to daylight. The structures shall be setback from slopes and footings deepened to meet these criteria. 18. Light and ventilation shall comply with CBC 1203 and 1205. The craft room shall not be a habitable type space or designed for artificial outdoor ventilation and light. 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. 18 PC RESO 2025-XX Page 38 of 93 22. Private property sewer/septic system shall be approved by the California Water Control Board and meet the California Plumbing Code. An infiltration investigation will be required to support the design of the septic system. 23. 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. 24. The basement retaining wall must be separated from the house plans and separately permitted in order to certify the building pad before permit issuance of the house structure. Construction — Conditions required during construction: 25. Fire sprinklers are required for new single-family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 26. Occupancy of the facilities shall not commence until all California 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 inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 28. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 29. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 30. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 31. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view obstructing with opaque surfaces. 19 PC RESO 2025-XX Page 39 of 93 32. 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. 33. 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. 34. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 35. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 36. 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. 37. 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. 38. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 39. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. END 20 PC RESO 2025-XX Page 40 of 93 r) w CO S O ry a Q w Z_ O w J O _ Z_ n O _ F- LU Z Q co m Z O Q U m w O Z O F- U 0 O ry CL ctf ui R LU Qf u.i V) U ZD V) 0 0 w J V) V) w X w 0 w w z O Q U co 0 Z Q 0 w Q w w w w LU w _ _ U 3 O w V) a z C� O w 7- 0 0 w V) LU w z O Q U LL__ U w CL V) 0 z Q V) z CL w U) w _ LL O w _ w General Notes 1. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWING. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND DETAILS. 3. PERMITS AND INSPECTIONS: THE OWNER SHALL PAY FOR ALL PLAN CHECKING AND BUILDING PERMIT FEES. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, A.S.T.M. SPECIFICATIONS, AND ALL OTHER APPLICABLE REQUIREMENTS, ORDERS, ORDINANCES AND REGULATIONS. WHERE CONFLICTS BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 5. THE CONTRACTOR SHALL VERIFY ALL CONSTRUCTION DOCUMENTS, SITE DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 6. THE CONTRACTORS SHALL ARRANGE FOR ALL TESTING AND INSPECTION REQUIRED BY APPLICABLE CODES, ORDINANCES AND DIRECTIVES OF THE GOVERNING BUILDING OFFICIAL. THE OWNER WILL PAY ALL COSTS FOR SUCH TESTING AND INSPECTIONS IF THE TESTS INDICATE CONFORMANCE. THE CONTRACTOR SHALL PAY COSTS WHEN TESTS AND INSPECTIONS INDICATE NON-CONFORMANCE. 7. THE SCOPE OF WORK FOR EACH DIVISION SHALL INCLUDE ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT AND FACILITIES NECESSARY TO DO ALL OF THE WORK INDICATED IN THE DRAWINGS AND SPECIFIED THEREIN. 8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES IN THE CONSTRUCTION DOCUMENTS DISCOVERED WHILE BIDDING AND CLARIFICATION SHALL BE MADE PRIOR TO THE START OF CONSTRUCTION. 9. THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE UNLESS NOTED OR SHOWN. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK TO COMPLETION OF THE PROJECT AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS AND PROCEDURES. 10. APPLICABLE TRADES SHALL USE A COMMON DATUM WALL TO BE DESIGNATED BY THE CONSTRUCTION SUPERVISOR FOR ALL CRITICAL MEASUREMENTS. 11. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 12. MATERIAL AND PAINT COLORS TO BE SELECTED BY ARCHITECT PRIOR TO FABRICATION. 13. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. WHERE UTILITIES ARE ENCOUNTERED OTHER THAN THOSE KNOWN AND SHOWN, IMMEDIATELY NOTIFY THE OWNER, AND ENTER INTO NEGOTIATION FOR THE PERFORMANCE OF THE REQUIRED WORK, WHICH SHALL BE OVER AND ABOVE THE AMOUNT OF THE BID PROPOSAL. ANY REQUIRED REROUTING OF EXISTING UTILITY SERVICE SHALL BE APPROVED BY THE LOCAL UTILITY COMPANY PRIOR TO COMMENCING THAT WORK. 14. EXAMINE THE CONTRACT DOCUMENTS TO DETERMINE THE EXTENT OF THE EXISTING ELEMENTS TO REMAIN. WHERE QUESTIONS OR DISCREPANCIES ARISE, CONSULT THE ARCHITECT ABOUT THE EXTENT AND/OR INTENT OF THE REQUIRED DIRECTION BEFORE COMMENCING WORK. 15. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE OR MASONRY UNLESS NOTED OTHERWISE. 16. UNLESS OTHERWISE SPECIFIED HEREIN, THE CONTRACTORS, UPON COMPLETION OF THE ENTIRE WORK DESCRIBED IN THE CONTRACT, SHALL PROVIDE THE OWNER WITH A WRITTEN GUARANTEE STATING THAT ALL WORK PERFORMED AS PART OF THE CONTRACT IS FULLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, AND THAT DURING SAID ONE YEAR PERIOD, ALL DEFECTIVE WORKMANSHIP AND/OR MATERIALS SHALL BE REPAIRED AND/ORREPLACED IN PLACE INCLUDING ANY WORK OF OTHERS WHICH HAS BEEN DAMAGED BY SUCH DEFECTIVE WORKMANSHIP AND/OR MATERIALS AND BY THE REPAIR AND/OR REPLACEMENT OF SUCH WORKMANSHIP AND/OR MATERIALS, AT NO ADDITIONAL COST TO THE OWNER. 17. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND RUBBISH RESULTING FROM THEIR PORTION OF THE WORK SPECIFIED HEREIN AND DEPOSIT IT IN AN ON -SITE CONTAINER, PROVIDED BY THE CONTRACTOR. 18. WHEREVER EXISTING WORK IS DAMAGED BY REMOVAL OF ADJACENT WORK OR ANY OTHER CONSTRUCTION OPERATION, IT SHALL BE REPAIRED OR REPLACED WITH NEW MATERIALS TO MATCH EXISTING AS APPROVED BY THE ARCHITECT. 19. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT. 20. EACH CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE FOR THE DURATION OF THE CONTRACT WITH MINIMUM BODILY INJURY LIMITS OF $500,000 FOR EACH PERSON AND $500,000 FOR EACH ACCIDENT, AND SHALL MAINTAIN PROPERTY DAMAGE INSURANCE MINIMUM LIMITS OF $500,000 FOR EACH ACCIDENT. OWNER SHALL BE NAMED AS ADDITIONAL INSURED AS RESPECTS LIABILITY INSURANCE. EACH CONTRACTOR SHALL MAINTAIN WORKER'S COMPENSATION INSURANCE IN FULL COMPLIANCE WITH ALL LOCAL AND STATE LAWS AND ANY AMENDMENTS THERETO. THE OWNER SHALL PROVIDE FIRE, E.C.E. AND VANDALISM INSURANCE AT HIS OWN EXPENSE. THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR SHALL BE NAMED AS ADDITIONAL INSURED AS RESPECTS THE INSURANCE POLICY. 21. ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTURER TO SUPPLY CERTIFICATE OF COMPLIANCE TO OWNER. 22. CONTRACTOR IS TO PROVIDE 3 COPIES OF SHOP DRAWINGS FOR ALL WOODWORK, COUNTERS, CABINETS, SPECIALTIES, AND METALWORK AND ALL MECHANICAL AND ELECTRICAL LAYOUTS AND DETAILS FOR ARCHITECT'S APPROVAL. 23. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF SUCH ITEMS ARE SUBMITTED TO THE ARCHITECT IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE ARCHITECT IN WRITING. ALL SUBSTITUTIONS MUST BE AT LEAST OF EQUAL QUALITY, DESIGN AND PERFORMANCE. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS CAUSED BY ANY UNAUTHORIZED SUBSTITUTION OF ANY ITEM FOR THIS PROJECT. ALL REQUESTS FOR SUBSTITUTIONS SHALL INCLUDE THE PROJECT NAME, DESCRIPTION OF THE ITEM, REASON FOR SUBSTITUTION AND COMPLETE SPECIFICATIONS AND DRAWINGS AS REQUIRED FOR COMPARABLE ITEMS. THE ARCHITECT RESERVES THE RIGHT TO REJECT ANY REQUEST. 24. CATALOG CUTS OF ALL LIGHT FIXTURES, ACCESSORIES AND EQUIPMENT REQUIRED SHALL BE SUBMITTED IN TRIPLICATE TO THE ARCHITECT FOR APPROVAL. 25. TAKE PRECAUTION TO PROVIDE NECESSARY BARRICADES AND/OR SHORING DURING THE COURSE OF DEMOLITION. IF AT ANY TIME THE SAFETY OF THE ADJACENT STRUCTURE OR PERSONNEL WOULD APPEAR TO BE ENDANGERED, CEASE OPERATION AND NOTIFY OWNER. DO NOT RESUME OPERATION UNTIL SAFE CONDITIONS HAVE BEEN RE-ESTABLISHED AND PERMISSION BY THE OWNER HAS BEEN GRANTED TO RESUME OPERATION. 26. ALL ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL WORKS SHALL CONFORM TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 27. ALL ADJUNCTIVE DOCUMENTATION IS CONSIDERED A PART OF THIS DOCUMENT. 28. REFER TO ADDITIONAL GENERAL AND SPECIFIC NOTES CONTAINED IN THE VARIOUS CONSULTANT SECTIONS OF THESE DRAWINGS. 29. CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL FOR LOADING SPACES, CONSTRUCTION SHEDS, BUILDING MATERIALS STORAGE AND EQUIPMENT ON SITE. Energy Notes 1. THIS PROJECT COMPLIES WITH THE 2021 TITLE 24 ENERGY REQUIREMENTS. 2. ALL EXTERIOR WALL ASSEMBLIES SHALL BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION WITH A THERMAL RESISTANCE (R) OF NOT LESS THAN 19. 3. ALL ROOF AND CEILING ASSEMBLIES SHALL BE INSULATED WITH BLANKET TYPE MINERAL OR GLASS FIBER INSULATION WITH A THERMAL RESISTANCE (R) OF NOT LESS THAN 30. 4. ALL INSULATING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH FEDERAL SPECIFICATION HH-1-521E AND CALIFORNIA QUALITY STANDARDS. IN NO CASE SHALL ANY INSULATION OR OTHER BUILDING MATERIAL CONTAIN ANY ASBESTOS OR ASBESTOS RELATED PRODUCT. 5. THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE CONTRACTOR STATING THAT THE INSTALLATION CONFORMS TO THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. 6. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A LIST OF THE HEATING, COOLING, WATER HEATING, LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. 7. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTIVE MAINTENANCE AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE OWNER'S USE. 8. DOORS, WINDOWS AND ACCESS HATCHES BETWEEN CONDITIONED AND OUTSIDE OR UNCONDITIONED SPACES SUCH AS EQUIPMENT ROOMS SHALL BE FULLY WEATHERSTRIPPED. 9. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN TABLE 2-53V OF THE ENERGY REGULATIONS. 10. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE MUST BE CAULKED, SEALED OR WEATHERSTRIPPED: A. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES BETWEEN WALL SILLPLATES AND FLOORS AND BETWEEN EXTERIOR WALL PANELS. B. OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES IN EXTERIOR AND INTERIOR WALLS, CEILINGS AND FLOORS. C. ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE. 11. FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING SHALL BE PROVIDED WITH BACKDRAFT DAMPERS. 12. THERMOSTATICALLY CONTROLLED HEATING OR COOLING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH CAN BE PROGRAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST 2 PERIODS WITHIN 24 HOURS. 13. STORAGE TYPE WATER HEATERS AND STORAGE BACKUP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED IN INSULATION WITH A THERMAL RESISTANCE OF NOT LESS THAN R-12. 14. PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER HEATERS SHALL BE WRAPPED WITH INSULATION HAVING A THERMAL RESISTANCE OF NOT LESS THAN R-3 FOR THE 5 FEET OF PIPE CLOSEST TO THE WATER HEATER. 15. RECIRCULATING HOT WATER PIPING IN UNCONDITIONED SPACE SHALL BE INSULATED. 16. SPACE HEATING EQUIPMENT, WATER HEATERS, HOUSEHOLD COOKING APPLIANCES, PLUMBING FIXTURES INCLUDING SHOWER HEADS AND FAUCETS SHALL COMPLY WITH CALIFORNIA ENERGY STANDARDS. 17. WATER CLOSETS SHALL BE LOW FLUSH TYPE AS REQUIRED BY CALIFORNIA ENERGY STANDARDS. 18. GAS FIRED APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICES. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED. 19. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE CALIFORNIA MECHANICAL CODE, LATEST EDITION. 20. GENERAL LIGHTING FOR KITCHEN AND BATHROOMS MUST HAVE AN EFFICIENCY OF NOT LESS THAN 25 LUMENS PER WATT. FLUORESCENT TYPE LIGHTING WILL MEET THIS REQUIREMENT. 21. ELECTRICAL GASKET COVERS SHALL BE USED ON ALL EXTERIOR WALLS WHERE APPLICABLE. 22. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 1712 AND 1713 OF THE UNIFORM BUILDING CODE. 23. SITE CONSTRUCTED DOORS, WINDOWS, AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). 24. DEMISING WALLS SHALL BE INSTALLED TO R-VALUE OF AT LEAST R-11 IN ALL OPAQUE PORTIONS OF FRAMED WALLS. (INTERIOR WALLS THAT SEPARATE CONDITIONED AREA AND UNCONDITIONED SPACE). Code Compliance These plans are in compliance with the current editions of: 2022 CA Building Code (CBC) 2022 CA Residential Code (CRC) 2022 CA Electrical Code (CEC) 2022 CA Mechanical Code (CMC) 2022 CA Green Building Standards Code (CGBSC) 2022 CA Energy Code Agency Approvals 2234 Indian Creek -Private Residence Project Participants J Owner: William & Renjielyn Lu 2234 Indian Creek Rd, Diamond Bar Ca 91765 Architect: The Warner Group Architects, Inc. 1250 Coast Village Road, Suite J Santa Barbara, CA 93108 PH: (805) 969-5074 Landscape Architect: Kari Brooner KMB Design Studio 25571 Marguerite Pkwy #2N Mission Viejo, CA 92692 PH: (949) 446-4087 Geotechnical Engineer: James Van Meter GeoSoils Consultants Inc. 6634 Valjean Ave, Van Nuys, CA91406 PH: (818) 781-4552 Surveyor: Calland Engineering, Inc. 576 E. Lambert Road, Brea, CA 92821 PH: (714) 671-1050 Civil Engineer: Jens Amile Praxis Engineering 205 Suburban Rd. Ste 1 San Luis Obispo, CA 93401 PH: (805) 489-9900 Structural Engineer: Jens Amile Praxis Engineering 205 Suburban Rd. Ste 1 San Luis Obispo, CA 93401 PH: (805) 489-9900 Project Description The proposed project is a new Three Story single family residence situated in The Country Estates community on a currently vacant lot. With a total floor area of 9,800 square feet, the architectural design combines modern elements with classic farmhouse features. This project includes associated grading and site work for a motorcourt, new pool and spa, and other features. Project Information Project Location AIN: Zoning: Use: Construction Type: Fire Sprinkler System: Parcel Size: Area: Property Slope: Demo Review Study: Historic Structures: High Fire Area: 2234 Indian Creek Rd, Diamond Bar Ca 91765 8713-040-029 RR -Rural Residential 01 OV Single Family Dwelling Type V (Fully Sprinkler) Automatic Sprinkler System 1.31 Acres (57,060 sq. ft.) Max Lot Coverage 30% (Proposed 12.28%) ±18.3 % Average No No Yes Project Statistics Proposed Main House Area Second Floor First Floor Basement Area Garage # 1 Garage #2 Covered Patios/Balconies: Entry Porch Main Floor Living room Balcony Main Floor In -Law Patios Main Floor Dining/Balcony Area Basement - Patio Cover Basement - Patio Cover Exterior Non -Covered Patios / Balconies: Second Floor Girl's Bedroom Balcony Second Floor Master Bedroom Balcony Main Floor - BBQ Terraces Main Floor - In -Law Patio Basement Lower Pool Terrace Basement Pool Deck TOTAL BUILDING AREA: Gross 2,477 sq.ft. *4,027 sq.ft. 1,639 sq.ft. 8,143 sq.ft. 1,200 sq.ft. 499 sq.ft. *1,699 sq.ft. *1 10 sq.ft. *269 sq.ft. *161 sq.ft. *174 sq.ft. 269 sq.ft. *218 sq.ft. 1,201 sq.ft. 241 sq.ft. 121 sq.ft. 358 sq.ft. 119 sq.ft. 495 sq.ft. 1,095 sq.ft. 2,429 sq.ft. 8,143+ 1,699+ 1,201 = 11,043 sq.ft. *TOTAL BUILDING SITE COVERAGE: 4,027+1,699+1 10+269+161 +174+218 = 6,658 sq.ft. Lot Coverage Percentage of total structure / site area 6,658 / 57,060 = 1 1.67% A Vicinity Map Sheet Index GENERAL: G 0.0 Cover Sheet G 1.0 Topographic Survey G 2.0 Site Photos Civil: C 1.0 Cover Sheet C 2.0 Grading & Drainage Plan C 2.1 Site Sections C 2.2 Site sections C 3.0 Grading & Drainage Plan C 4.0 Erosion Control Plan C 4.1 Erosion Control Details C 5.0 Earth Work Exhibit LANDSCAPE: L 0.0 Cover Sheet L 1.0 Overall Site Plan L 1.1 Layout Material Legend L 1.2 Layout Material Plan(Front) L 1.3 Pool Enlargement L 1.4 Side yard Enlargements L 1.5 Details L 1.6 Details L 1.7 Details L 2.0 Planting Legend L 2.1 Tree Planting Plan L 2.2 Shrub Planting Plan L 2.3 Lighting Plan ARCHITECTURAL: A1.00 Overall Site Plan A1.10 Enlarged Site Plan A 2.00 Lower Level Floor Plan A 2.02 Lower Level Reflect Ceiling Plan A 2.10 Main Level Floor Plan A 2.12 Main Level Reflect Ceiling Plan A 2.20 Second Level Floor Plan A 2.22 Second Level Reflect Ceiling Plan A 2.30 Roof Plan A 3.00 Exterior Elevations - Colors & Finishes A 3.10 Exterior Elevations - Colors & Finishes A 3.20 Exterior Elevation - Height Study A 3.30 Exterior Elevation - Height Study A 3.40 Exterior Perspectives and Material A 4.00 Site Sections A 4.01 Site Sections A 4.10 Building Sections A 4.20 Building Sections A 4.30 Building Sections A 4.40 Building Sections A 5.00 Door Schedules A 5.01 Window Schedules A 8.00 WALL TYPES A 8.01 Exterior Details A 8.02 Exterior Details A 8.03 Exterior Details Ln 01* U L V } E 0.0 E D 0 CL 4 _> V _ U J i M N N Ao Date: Description: 2-1 1-2025 - Resubmittal 1st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Cover Sheet Proiect No. Drawn by: 22304 -- Scale: Date: N / A June 09, 2025 GO,aO PROPOSED Site Alteration Earthwork Cut: 2,342 cy Fill: 991 cy Import: cy Export: 1,351 cy Page 41 of 93 r) w CO ry Cl- V) Q z O w 0 _ Z_ n 0 w z Q r m z O Q U m CL z O F- U 0 ry CL w ctf R w atf LJ V) _ U ZD Ln O 0 r J V) V) w w x w O w w z O Q J m 0 z Q w w w w Qtf LU w _ U_ _ 3 O w V) J Q z'n V 0 w T- o 0 V) LU w z O Q U LL- w CL V) 0 z Q V) z Q CL w U) w _ LL 0 w w (1229.68) r n �1 z { z 1 f�/ V, Vol 1228.93) 1171.02) `! N [no i (019, 6'H CF 0) r1 1 3' H VINYL FENCE Z t 87.9 W l 3095A � 1 � m Lam l` N C- y .04 DIRT l (06�� 6'H IF U 0 a i� 217. 9) 19. DIR � r II II W r Cj:: I- t� (12 .43) irs6� � � m co �< L J � r (1229.75) (1 9.6 r�Qe[ f / co J DIR (1189A6} 1188.82} t 33.09} J (1195.LO ' 233.04} r S��r / Ln, �a cel f% �1 3di �. r l 19.14 REp, 1140 5�R� ED USE 3' H VIN FENCE RELEASED r 1 6.4 q (1230.21 ) ( 14.2 I 34.02 V t °' 221. 1203.0 (1230.26) 1 123 191.25] 1 (1234.75) 0) 6'H IF ` 214. } (1 8.42) l 1 V '(1230.17) ( 197 33) 1� t (122 88} , REVISIONS E V1230.64) N I3 .8 ] �(1202 } Z E l '(1 7.37) (1 0.6 3 .9 } 1236.98) 0 Lo 11 7.7� 7 DIRT ( 190,99) ( 90.86) � � t DIRT 1(1230,87) (1 8.32 (1230.91) i 214 3) RT (1 1 1 .67} �11 2.71} 1230.80} (123 .87) DIR '( 22 42} ( 1.6 6'H IF (131} L _ ' H VINY FENCE `{12 1.86 12 .2 V �1 19 2) .- 12 6.7 r-s (123 .72) � (1 30).7 } o (1239.97 ^v ryh1 �1 ti N o h r� 1193.95) °�� 18 .Q9} DIRT DIRT (1 05. ❑} DI T1186.64) 5 , 6'H IF � (1231.54) 82 81) '( 231.35) ' 04 to 1 3 } 21 (1206 10) 1 1 78 1231. 1 A A a 1 A A - - A-- �•_ - =_` '= - = 7 ��l ®,2C �� C� � (1232.28) TOPOGRAPHIC MAP ABBREVIATIONS/LEGEND: SURVEYOR'S NOTES: LEGAL DESCRIPTION: S/D STORM DRAIN CATV CABLE T.V. PULLBOX S/W SIDEWALK 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST LOT 63 OF TRACT NO. 23482, IN THE CITY OF PRESENT KNOWLEDGE AND PERFORMED WITHIN GENERALLY ACCEPTED DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CBW CONC. BLOCK WALL TC TOP OF CURB ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CALIFORNIA, AS PER MAP RECORD IN BOOK 790 CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE PAGES 5 TO 19 OF MAPS, IN THE OFFICE OF C&G CURB AND GUTTER WF WOODEN FENCE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. COUNTY RECORDED OF SAID COUNTY. C/B CATCH BASIN W/M WATER METER 2. ESTABLISHMENT OF CONTOUR: CONTOURING IS THE GRAPHICAL APN: 8713-040-029 ❑/A DRIVEWAY APPROACH p REPRESENTATION OF CONSTANT ELEVATION LINES THAT ARE INTERPOLATED OR STORM DRAIN MANHOLE EXTRAPOLATED BETWEEN ACTUAL FIELD MEASURED ELEVATIONS OR MAP DWY DRIVEWAY ELEVATIONS, AND SHOULD NOT BE INTERPRETED AS PRECISE GROUND s� SEINER MANHOLE CONDITIONS, ONLY AN INFINITE NUMBER OF FIELD MEASUREMENTS WOULD BENCHMARK: EX EXISTING REPRESENT SUCH PRECISE CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. WATER VALVE THE NUMBER OF SUCH FIELD MEASUREMENTS ARE THEREFORE LIMITED TO THE FD SOUTH CALIFORNIA EDISON MANHOLE AT FF FINISH FLOOR SCOPE AND INTENT OF THE RESULTING MAP. SOUTHWEST PROPERTY CORNER. � FDC / FIRE DEPT. CONNECTION FL FLOW LINE 3. THE BOUNDARY SHOWN HEREON HAS BEEN ESTABLISHED BASED ON THE TOP RIM ELEVATION: 1231.92" FS FINISHED SURFACE A FIRE HYDRANT RECORD DATA. EDISION PULL BOX GM GAS METER 4. THE EXISTING COUNTOUR LINES BEYOND THE PROPERTY ARE INTERPRETED STREET LIGHT BOX PER COUNTY REGIONAL TOPOGRAPHIC MAP. HP HIGH POINT P/L PROPERTY LINE ❑T TRAFFIC SIGNAL BOX PP POWER POLE (532.00) EXISTING ELEVATION 532.00' --(532)-- EXISTING CONTOUR LINE -W--W-- WATER LINE -S---S--- SEWER LINE oo- STREET LIGHT WF/ WOOD FENCE OR IF/ IRON FENCE x CF/ CHAIN LINK FENCE EXISTING TREE CONC. BLOCK WALL/ RETAINING WALL WOOD POST IRON POST LO z r _ w �- w 0 Z Q m J < U ❑ � w Z p Q c4r) Q IL N ❑ IVA CHECKED: DATE: 01-31-2017 JOB NO.: 1 7-063-001 SCALE: 1 "=16' FI LE NAM E: ToDo_2234 Indian Creek DB 0 16 32 1 "- 16' T=1 SHEET 1 OF 1 SHT. Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Topographic Survey Proiect No. Drawn by: 22304 - Scale: Date: See Sheet June 09, 2025 Sheet No. G 1,aO Page 42 of 93 -* 'a - _. - . - - -.-. ... . . - I . --lill . pqmlr 1. . 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" _ :4, �. - , - ��1111�11 -1-11 .. 1, ,,..e ,�--:. -, _.�,, Wlt, ;-_. � w I . � 1 . . . ip I LED M441101ww'; ". � '' 11 _,-, , L - _� , . I - -, - - 4 � ' NPRIPArT k . . , *Z _. ,owll�" I - �",.%%W ,,��i 4 ' ... . . - � 2 -1 WGA ARCHITECTURE INTERIORS 1250 COAST VILLAGE RD., STE. 'Y SANTA BAR BARA, CA 93 1 08 805.969.5074 1 WWW.WGARCH.COM I%w N r� 01* q< u d)" 44. u D co -2 r, 13 r. pom *� E d) 0.0 E = Z) 0 *� c in r. 44 1% - 0 0� r. 4) IX r. le. c :e . 0 a- m !:o re 6.W � r 0 lomw 2 m 'N I E 0 e m e r CL a Lo N 7 N CL 0 N a0) N C 0 0 U N 0 J U Q c� P 00 m 0 e 0 U C a M N N A) a N N 0 N O COUNTY OF LOS ANGELES, CALIFORNIA GRADING AND DRAINAGE PLANS GRADING GENERAL NOTES: 1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE SPECIFIC RECOMMENDATIONS AND STANDARD GRADING SPECIFICATIONS CONTAINED IN THE SOILS ENGINEERING REPORT REFERENCED BELOW: W.O. #: 7732 PREPARED BY: GEOSOILS CONSULTANTS, INC. DATED: MAY 16, 2022 SIGNED BY: KAREN L. MILLER GE 2257 AND JAMES L. VAN METER CEG 2031 MAILING ADDRESS: 6634 VALJEAN AVENUE, VAN NUYS, CA 91406 PHONE NUMBER: (818) 785-2158 THIS REPORT AND ANY ADDENDUM SHALL BE INCORPORATED INTO THESE PLANS AND MADE PART HEREOF AS IS SPELLED OUT IN THEIR ENTIRETY HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE APPLICABLE GEOTECHNICAL REPORTS. CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER TO OBTAIN OR REVIEW COPIES OF THESE REPORTS AND ADDENDA. 2. DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 3. ALL DISTURBED AREA SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSION CONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE. 4. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1) UNLESS APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ENGINEERING REPORTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR. 5. PAD CERTIFICATION: A SOILS OR CIVIL ENGINEER SHALL DETERMINE ALL BUILDING PADS ARE SUITABLE TO SUPPORT THE INTENDED STRUCTURES AND PROVIDE A WRITTEN FINAL REPORT TO THE BUILDING INSPECTOR INCLUDING COMPACTION REPORTS FOR FILL. 6. A LICENSED PROFESSIONAL SHALL CERTIFY THE PAD ELEVATIONS FOR THE FOLLOWING STRUCTURES: (1) NEW MULTISTORY RESIDENTIAL BUILDING PAD, (1) NEW MOTORCOURT PAD, AND (1) NEW POOL PAD. 7. GRADING SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS MADE BY THE GEOTECHNICAL ENGINEER DURING OBSERVATION AND TESTING OF SITE DEMOLITION, PREPARATION, GRADING, AND DEVELOPMENT WORK. FOR ANY CONFLICT BETWEEN THESE PLANS AND THE RECOMMENDATIONS AND/OR SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER, THE MORE STRINGENT PROVISION SHALL GOVERN. 8. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION (EXCEPT TREES INDICATED TO REMAIN), INCLUDING ROOTS AND ROOT STRUCTURES, OR OTHER ORGANIC MATERIAL, DEBRIS, NON -COMPLYING FILL, AND OTHER MATERIAL UNSUITABLE FOR SUPPORT OF FILL AND/OR PROPOSED IMPROVEMENTS, AS RECOMMENDED BY AND UNDER OBSERVATION AND TESTING OF THE GEOTECHNICAL ENGINEER. CALL THE INSPECTOR FOR INITIAL INSPECTION. 9. ALL UNSUITABLE SOIL MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM DEMOLITION AND GRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN A PROPER AND LEGAL MANNER. 10. AREAS TO RECEIVE FILL MATERIAL AND AREAS TO RECEIVE BUILDINGS, EXTERIOR SLABS, WALKWAYS, WALLS, PAVEMENT, AND OTHER STRUCTURAL IMPROVEMENTS SHALL BE PREPARED AS RECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THE GEOTECHNICAL ENGINEER. RECOMMENDATIONS FOR OVER EXCAVATION, ADDITIONAL SCARIFICATION, BACKFILL, AND RECOMPACTION ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT REFERENCED IN THE GENERAL NOTES ON THESE PLANS. 11. PRIOR TO PLACEMENT OF FILL AND BACKFILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTED AND APPROVED BY THE INSPECTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO OBSERVE THE AREAS TO BE FILLED. ALLOW A MINIMUM 48 HOUR NOTICE. FILL AND BACKFILL PLACED ON THE PREPARED AREA WITHOUT THE REQUIRED OBSERVATION IS SUBJECT FOR REMOVAL. 12. ALL FILL MATERIAL, WHETHER EXCAVATED ON -SITE OR IMPORTED FROM OFF -SITE, SHALL BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. IMPORTED FILL MATERIAL SHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE ON -SITE SOILS AND SHALL CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL TEST AND APPROVE THE SOIL PROPOSED FOR IMPORT FOR STRUCTURAL FILL PRIOR TO IMPORTATION TO THE SITE. THE LANDSCAPE ARCHITECT AND THE GEOTECHNICAL ENGINEER SHALL TEST AND APPROVE THE SOIL PROPOSED FOR IMPORT FOR LANDSCAPE AREA SURFACE MATERIAL PRIOR TO IMPORTATION TO THE SITE. 13. CONTRACTOR SHALL REFER TO THE FOLLOWING AS APPLICABLE: 13.4. ARCHITECT'S PLANS FOR ADDITIONAL GRADING REQUIREMENTS IN BUILDING AREAS. 13.5. LANDSCAPE ARCHITECT'S PLANS FOR TREE PRESERVATION REQUIREMENTS AND FOR SUBGRADE ALLOWANCE IN LANDSCAPE AREAS. 13.6. PUBLIC IMPROVEMENT PLANS FOR INTERFACING WITH PUBLIC GRADING, PAVING, STORM DRAINAGE, AND UTILITY IMPROVEMENTS. 14. WHERE PLANTER AREAS ARE SHOWN ON THE PLANS ADJACENT TO BUILDINGS AND ARE CONTAINED BY WALK/FLATWORK LESS THAN 8" BELOW BOTTOM OF SILL PLATE OR WHERE ADJACENT FINISH GRADE OUTSIDE A BUILDING IS SHOWN TO BE LESS THAN 8" BELOW BOTTOM OF SILL PLATE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING PLANS CALL FOR APPROPRIATE DAMPROOF OR WATERPROOF CONSTRUCTION AND IS CONSTRUCTED IN ACCORDANCE WITH ALL BUILDING APPLICABLE CODE REQUIREMENTS. 15. PLAN ELEVATIONS SHOWN ON SOIL AND LANDSCAPED AREA ARE FINISH GRADE (FINISH SURFACE) ELEVATIONS INTENDED TO ESTABLISH SURFACE DRAINAGE CONTROL FOR THESE AREAS. DURING GRADING OPERATIONS, THICKNESS (SUBGRADE) SPECIFIED BY LANDSCAPE ARCHITECT FOR TURF, WOOD CHIPS, MULCH, ETC., SHALL BE SUBTRACTED FROM THESE ELEVATIONS TO ESTABLISH FINISH SUBGRADE. 16. BEFORE PLACEMENT OF AGGREGATE BASE OR SUBGRADE BASE OR SUB -BASE MATERIAL IN PAVEMENT AREAS, THE SUBGRADE SOIL SHALL BE REVIEWED AND TESTED BY THE GEOTECHNICAL ENGINEER DURING PAVING OPERATIONS, AND STRUCTURAL SECTION COMPACTION SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COMPACTION REPORTS IN COMPLIANCE WITH 2022 CBC. 17. QUALITY REVIEW AND REPORTING REQUIREMENTS. GRADING AND IMPROVEMENTS FOUND NOT IN CONFORMANCE WITH APPROVED PLANS AND DESIGN INTENT SHALL BE CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. ADDITIONAL SURVEYING TO CONFIRM ELEVATIONS AFTER CORRECTIVE MEASURES SHALL ALSO BE AT THE CONTRACTOR'S EXPENSE. REQUIREMENTS FOR VARIOUS SURFACING CONDITIONS ARE AS FOLLOWS: • DIRT: NOT LESS THAN 2% (1/4" PER FOOT) SLOPE IN THE DIRECTION OF SURFACE DRAINAGE AND 0.10 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION. • A.C. PAVEMENT: NOT LESS THAN 1% (1/8" PER FOOT) SLOPE IN THE DIRECTION OF SURFACE DRAINAGE AND 0.04 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION. • CONCRETE PAVEMENT: NOT LESS THAN 0.5% (1/16" PER FOOT) SLOPE IN THE DIRECTION OF SURFACE DRAINAGE AND 0.02 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION UNLESS NOTED OTHERWISE ON PLANS. GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES AND THE CURRENT EDITION OF THE CALIFORNIA BUILDING CODE. 2. IN THE EVENT OF A CONFLICT BETWEEN ANY REFERENCED STANDARD, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 3. STORMWATER POLLUTION PREVENTION REQUIREMENTS PER CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES AND STATE WATER RESOURCES CONTROL BOARD. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BEFORE BEGINNING WORK, CONTRACTOR SHALL CONFIRM WITH AGENCIES HAVING JURISDICTION THAT ALL REQUIRED PERMITS AND LICENSES HAVE BEEN OBTAINED AND ALL REQUIRED NOTICES GIVEN. 6. UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO WHAT IS SHOWN ON THESE PLANS MAY BE PART OF THIS PROJECT, INCLUDING ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL IMPROVEMENTS, ADDITIONAL PERMITS MAY BE REQUIRED. 6.1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK AND INTERFACING IMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THIS JOB SITE AND WITH IMPROVEMENTS REQUIRED BY PLANS BY OTHERS. 6.2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING AND SITE LAYOUT DIMENSIONING. 6.3. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR SITE DEVELOPMENT CONSTRUCTION DETAILS AND DIMENSIONING, INCLUDING THOSE FOR BUILDINGS, PATIOS, WALKWAYS, DRIVEWAYS, WALLS/FENCES, PLUMBING, ELECTRICAL, UTILITIES, LANDSCAPING, AND IRRIGATION. 7. ALL UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE JOB SITE, TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN A PROPER AND LEGAL MANNER. 8. ALL WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER, STORM DRAIN, AND UTILITY CONDUITS AND ALL SERVICE CONNECTIONS AND METER BOXES (NOT PERMITTED IN DRIVEWAYS) SHALL BE COMPLETED, OBSERVED, AND APPROVED BY THE AGENCY HAVING JURISDICTION AND THE STRUCTURAL BACKFILL OBSERVED, TESTED FOR COMPACTION, AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE AGGREGATE BASE, PAVING, AND OTHER PERMANENT SURFACE CONSTRUCTION MAY COMMENCE. 9. BEFORE COMMENCING EXCAVATION, CONTRACTOR SHALL CONTACT PUBLIC WORKS AND UTILITY COMPANIES OR OTHER OWNERS OF SUBSURFACE FACILITIES WITHIN THE WORK SITE AND SHALL VERIFY WHETHER OR NOT A REPRESENTATIVE WILL BE PRESENT BEFORE AND/OR DURING EXCAVATION AND SHALL DETERMINE SITE SPECIFIC REQUIREMENTS FOR EXCAVATION. 10. CONTRACTOR SHALL NOTIFY PUBLIC WORKS, BUILDING AND SAFETY, UTILITY COMPANIES, GEOTECHNICAL ENGINEER, AND ENGINEER OF RECORD, AT LEAST 48 HOURS BEFORE START OF ANY CONSTRUCTION AND OF THE TIME AND LOCATION OF PRE -CONSTRUCTION CONFERENCE, AND SHALL DETERMINE FROM EACH PARTY THEIR SCOPE OF WORK TO BE OBSERVED AND BY WHOM, AND SCOPE OF TESTING. DURING THE COURSE OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR OBSERVATION AND TESTING AS STIPULATED PURSUANT TO ABOVE DETERMINATIONS. WORK NOT OBSERVED AND TESTED WILL BE SUBJECT TO REJECTION. 11. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN SUCH SHEETING, SHORING, BRACING, AND/OR OTHER PROTECTION AS IS NECESSARY TO PREVENT FAILURE OF TEMPORARY EXCAVATIONS AND EMBANKMENTS AND TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS, TEMPORARY IMPROVEMENTS, AND PARTIALLY COMPLETED PORTIONS OF THE WORK. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SUFFICIENCY OF SUCH SUPPORTS AND/OR OTHER PROTECTION PER ALL REQUIREMENTS OF THE STATE'S DIVISION OF INDUSTRIAL SAFETY AND OSHA. FOR 2234 INDIAN CREEK RD DIAMOND BAR, CA APN: 8713=040=029 SCOPE OF WORK GRADING AND DRAINAGE FOR THE CONSTRUCTION OF A NEW MULTISTORY RESIDENTIAL BUILDING. SITE IMPROVEMENTS CONSIST OF A MOTORCOURT, POOL, SPA, AND LANDSCAPE FEATURES. SURVEY NOTE: THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS PER TOPOGRAPHIC MAP JOB #17-063-001, DATED JANUARY 31, 2017, PROVIDED BY CALLAND ENGINEERING INC. NO CLAIM IS MADE AS TO ITS ACCURACY. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IN THE EVENT OF A CONFLICT, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. APN 8713-040-029 BENCHMARK: FD SOUTH CALIFORNIA EDISON MANHOLE AT SOUTHWEST PROPERTY CORNER. TOP RIM ELEVATION: 1231.92' NAVD88 SOILS REPORT: PROJECT INFORMATION: PROJECT CONTACTS CUT: 2342 C.Y. OWNER: FILL: 991 C.Y. WILLIAM & RENJIELYN LU NET: 1351 C.Y. (EXPORT) 2234 INDIAN CREEK RD,DIAMOND BAR, CA 91765 EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND ARE NOT ARCHITECT: ADJUSTED FOR SHRINKAGE, SWELL, OR SUBSIDENCE. THESE THE WARNER GROUP ARCHITECTS, INC. QUANTITIES ARE FOR PERMITTING PURPOSES ONLY. THE 1250 COAST VILLAGE ROAD, SUITE J CONTRACTOR IS RESPONSIBLE FOR DEVELOPING HIS/HER OWN SANTA BARBARA, CA 93108 QUANTITY TAKE -OFFS AND BIDDING ACCORDINGLY. PH: (805) 969-5074 AVERAGE SLOPE: 18% (SEE SHEET C-5.0 FOR CALC) FX: (805) 565-3797 MAX SLOPE ON PARCEL 50% SURVEYOR: MAX SLOPE AT WORK SITE 50% CALLAND ENGINEERING, INC. AREA OF DISTURBANCE: 23,350 SQUARE FEET 576 E. LAMBERT ROAD, (LIMITS OF GRADING) gREA, CA 92821 PH: (714) 671-1050 MAXIMUM CUT: 12 FEET STRUCTURAL ENGINEER: MAXIMUM FILL: 13 FEET PRAXIS ENGINEERING 1009 MORRO STREET, SUITE 205 MAX HEIGHT OF RETAINING WALL 6 FEET SAN LUIS OBISPO, CA 93401 PH: (805) 489-9900 PARCEL AREA: 1.207 ACRES CONTACT: JENS AMLIE JENS@PRAXIS-ENG.COM MS4 COVERAGE ARE: YES CIVIL ENGINEER: EX. IMPERVIOUS AREA: 0 SF PRAXIS ENGINEERING 1009 MORRO STREET SUITE 205 GEOTECHNICAL INVESTIGATION REPORT SAN LUIS OBISPO, CA 93401 PREPARED BY GEOSOILS CONSULTANTS. INC. PROP. IMPERVIOUS AREA: 13,264 SF W.O. #: 7732 PH: (805) 489-9900 DATED MAY 16, 2022 CONTACT: YOSIMAR RAMOS YOSIMAR@PRAXIS-ENG.com EROSION CONTROL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE AND FUNCTIONAL PRIOR TO THE FIRST INSPECTION. NO INSPECTIONS CAN BE PERFORMED IF THEY ARE NOT IN PLACE OR HAVE FAILED TO PROVIDE EROSION CONTROL. FAILURE TO MAINTAIN EROSION CONTROL WILL CAUSE INSPECTIONS TO BE DELAYED UNTIL EROSION CONTROL MEASURES ARE FUNCTIONAL. SEE SHEETS C-4.0 AND C-4.1 UNDERGROUND UTILITY STATEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. II[e]IIIII:�y.I_1IIto] ■:1=: 0all 1►6yl 11=go] Ilks ]NT&►_il[:]IIt:]:i:7_1G'I UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811 OR 1-800-422-4133. TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS APPLICABLE CODES: *2022 CALIFORNIA BUILDING CODE *2022 CALIFORNIA RESIDENTIAL CODE *2022 CALIFORNIA GREEN BUILDING STANDARDS CODE *2022 CALIFORNIA ELECTRICAL CODE *2022 CALIFORNIA MECHANICAL CODE *2022 CALIFORNIA FIRE CODE *2022 CALIFORNIA PLUMBING CODE *2022 CALIFORNIA ENERGY CODE *CURRENT CITY ENGINEERING STANDARDS AND SPECIFICATIONS *CURRENT RECOMMENDATIONS FROM THE DESIGN ENGINEER VERIFICATION AND INSPECTION TASK CONT. DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE - X THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED - X PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING - X OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING X - PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY - X THAT SITE HAS BEEN PREPARED PROPERLY. VERIFICATION AND INSPECTION OF SOILS PER TABLE 1705.6 SHALL BE PERFORMED BY: GEOSOILS CONSULTANTS, INC. LEGEND RETAINING WALL CMU MATERIAL _] RETAINING WALL TBD CONCRETE PAVEMENT ASPHALT PAVEMENT ° FIRE HYDRANT POWER POLE 0 ROOF DOWNSPOUT O CLEAN OUT _X_ X- CHAIN LINK FENCE - - INTERIOR LOT LINE RIGHT OF WAY LINE - CENTERLINE EASEMENTS > FLOW LINE ------------ CUT/FILL DAYLIGHT LIMITS - OVER -EXCAVATION LIMITS (XX.XX) EXISTING ELEVATION XX.XX PROPOSED ELEVATION ABBREVIATION A.B. AGGREGATE BASE AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AP ANGLE POINT ARV AIR RELEASE VALVE BLDG BUILDING BOTT. BOTTOM BW BACK OF WALL (GRADE AT BW) C&G CURB AND GUTTER CENTERLINE CIF CURB FACE CLF CHAIN LINK FENCE CLR. CLEAR COL COLUMN CONC CONCRETE COR CORNER COTG CLEAN OUT TO GRADE CID CEMENT PIPE DDVC DOUBLE DETECTOR CHECK VALVE DIP DUCTILE IRON PIPE DS DOWNSPOUT DWY DRIVEWAY (E) EXISTING EG EDGE OF GUTTER EJ EXPANSION JOINT ELEC ELECTRICAL EMH ELECTRICAL MANHOLE EP EDGE OF PAVEMENT EPB ELECTRICAL PULL BOX ESMT EASEMENT EW EACH WAY EX EXISTING EV ELECTRICAL VAULT EJ EXPANSION JOINT FG FINISHED GRADE ELEVATION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR ELEVATION FP FLAG POLE FS FINISHED SURFACE ELEVATION FW FIRE WATER G GAS GB GRADE BREAK GP GUARD POST GW GUY WIRE GV GAS VALVE HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT ICV IRRIGATION CONTROL VALVE INV PIPE/DRAIN INVERT ELEVATION LF LINEAR FEET LP LOW POINT MB MAIL BOX MJ MECHANICAL JOINT MH MANHOLE MIN. MINIMUM (N) NEW N.T.S. NOT TO SCALE O.W. OUTSIDE DIAMETER O/H OVERHEAD WIRES OH OVERHEAD WIRES OWTS ONSITE WASTEWATER TREATMENT SYSTEM PA PLANTER AREA PB PULL BOX PCC PORTLAND CEMENT CONCRETE P/L PROPERTY LINE PROP PROPOSED POC POINT OF CONNECTION PP POWER POLE PVC POLYVINYL CHLORIDE R/W RIGHT OF WA R RIDGE LINE RCP REINFORCED CONCRETE PIPE RET RETAINING SCO SEWER CLEAN OUT SD STORM DRAIN R/W (N)CONC DWY C) 6 GRq Npq lxF (66 / n GOLDEN SPRINGS DR. A I� o �- Q Ir 03 �o�° PROJECT �o�P L OCA TION r pq TyF�N L_ J pFR Rp. � VICINITY MAP NOT TO SCALE N)CONC MOTOR COURT N)MULTI-STORY BUILDING /L '11Z y (N)POOL/SPA \ / \ j`0 / 1Q*O \ P/L (N)SUBSURFACE CISTERN 19. 19 SDMH STORM DRAIN MANHOLE SF SQUARE FEET SL STREET LIGHT SMH SEWER MANHOLE ST STREEET STA STATION SS SANITARY SEWER SSFM SANITARY SEWER FORCE MAIN SWK SIDEWALK TBD TO BE DECIDED TC TOP OF CURB ELEVATION TE TRASH ENCLOSURE TF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION THK. THICK TRNS TRANSFORMER TS TRAFFIC SIGNAL TSPB TRAFFIC SIGNAL PULL BOX TW TOP OF WALL ELEVATION TYP. TYPICAL VEGE VEGETATION V.I.F. VERIFY IN FIELD VCP VITRIFIED CLAY PIPE W WATER WM WATER METER WV WATER VALVE (XXX) EXISTING ELEVATION SITE MAP 1 "=100' /L SHEET INDEX SHEET No. SHEET TITLE C-1.0 TITLE SHEET C-2.0 GRADING AND DRAINAGE PLAN C-2.1 SITE SECTIONS C-2.2 DETAILS C-3.0 COMPOSITE UTILITY PLAN C-4.0 EROSION CONTROL PLAN C-4.1 EROSION CONTROL DETAILS Fc-5.0 EARTHWORK EXHIBIT AND CALCULATIONS DIAL TOLL FREE (1-800-422-4133) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA ,&PRAXIS Engm curing 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-99001 www.praxis-eng.com Lo v O � 01-1 (1)0 L U L CO o Cn N � Q�pf ESS/ON RA�O I F� No. 89 2 W r+i c �9 CIVI F OF c hl 0O Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: COVER SHEET Proiect No. Drawn by: 24051 YR Scale: Date: AS NOTED 07/09/24 C-1 00 x Page 44 of 93 i V z Q (1229.75) '1) ry � I w Cn U 00 w SEWER LATERAL SEE SHEET C-3.0 EX. 4" LA AL — Cn (SS) (1230.21), 32 rn � "'Cf' 20' 12' � c�l I II I 17) , 2�0% B v I EX. EP EX. FL (1230 . 64) . . w I EX. TEL PB -I : , R/ v w I U IDAYLIGHT (TYP.) U EX. WM I 0 (: -j '> z I Q 0230. (9-7) I 1229.9� Cn 1230.99 EP I / z I (1230.63) FL / Cn U' O O CAI ro PO I I � v (123 I 1.57) " I ��r 82� '�1232) ____1I I (1232 0 7) 1231.98) I 0 e m } a a 0 Lo N N CL 0 N a0) Y .3 0 0 U N O J U a 0 c� P 00 m 0 e 0 Y U C M N N 0 A) a N N 0 U N O N OR CJ� v ]rm \ i" 39.06) 1.19.50 TW ?� 1214.30 FG / (1 01 / Y190.998.0% sD1 1.16.44 FG q+ 1214.30 FG / / 1 r 13 17I FS — 1209.35 FG / =Sc 1208.0 FIG 96 FS — � 1212.00 TW / � � � � 38 FIG— — � 0 1210 / / / � 6 7) -S i 1215.00 TW 1 / 1214.50 FIG FIG 1• 71 I 1 91/ I 3.95) / \ i (1206 10 \7 \ 8 \ �• 81 P/L \ \ \ 1 86.64) i119945 \ (� 82.81 _ 9 45 / ) 1 19 EX. CONIC OW o° \ CONSTRUCTION KEY NOTES Y 192 45)�\ L ���/ _ �✓1 _ ONOT USED OCONSTRUCT NEW CONCRETE PAVEMENT FOR MOTOR COURT PER DETAIL 7 ON SHEET C-2.2 AND GEOTECHNICAL SPECIFICATIONS. OCONSTRUCT HARDSCAPE FLAT WORK PER DETAIL NO. 8 ON SHEET C-2.2. AND GEOTECHNICAL SPECIFICATIONS. OCONSTRUCT CONCRETE PAVER PER DETAIL NO. 9 ON SHEET C-2.2, MANUFACTURER RECOMMENDATIONS AND GEOTECHNICAL SPECIFICATIONS. OCONSTRUCT CONCRETE CURB WITH TRANSITION PER DETAIL NO. 2 & 3 ON SHEET C-2.2. OINSTALL TRAFFIC RATED TRENCH (WIDTH PER PLAN) DRAIN INLET (NDS DURA SLOPE OR EQ.) PER MANUFACTURER RECOMMENDATIONS. OINSTALL 12"X12" CONCRETE CATCH BASIN BY MID STATE CONCRETE WITH GRATE (BROOKS, MID —CONCRETE, OR EQ.) OR HDPE INLET (NDS OR EQ.). OINSTALL 6"0 SPEE—D CATCH BASIN WITH ATRIUM GRATE INLET (NDS OR EQ.). OINSTALL 4"0 SPEE—D CATCH BASIN WITH BRASS GRATE INLET (NDS OR EQ.). 10 CONSTRUCT VEGETATED DRAINAGE SWALE PER DETAIL NO. 5 ON SHEET C-2.2. 11 CONSTRUCT RIVER ROCK 2% MINIMUM DRAINAGE SWALE, LANDSCAPE FOR EROSION RESISTANT GROUND PER DETAIL NO. 4 ON SHEET C-2.2. 12 INSTALL 4" PVC SDR35 SOLID PIPE @ 2% MIN. PER DETAIL NO. 6 ON SHEET C-2.2. SEE SHEET C-3.0 FOR INVERT ELEVATIONS. 13 INSTALL 6" PVC SDR35 SOLID PIPE ® 2% MIN. PER DETAIL NO. 6 ON SHEET C-2.2. SEE SHEET C-3.0 FOR INVERT ELEVATIONS. 14 INSTALL 8" PVC SDR35 SOLID PIPE @ 2% MIN. PER DETAIL NO. 6 ON SHEET C-2.2. SEE SHEET C-3.0 FOR INVERT ELEVATIONS. 15 DRAINAGE OUTLET CONTROL: RIP —RAP AREA, USE 6"t ROCK, NOT GROUT, PARTIAL IMBED, PER ROCK —LINED DISSIPATER DETAIL NO. 10 ON SHEET C-2.2. 16 INSTALL 24"x24" CONCRETE JUNCTION STRUCTURE BY MID —STATE CONCRETE WITH SOLID GRATE (BROOKS, MID —STATE CONCRETE, OR EQ.) 17 INSTALL NORWESCO 10,000 GAL. BELOW GROUND HOLDING TANK WITH EXTENSION RISERS PER SHEET C-2.2 AND MANUFACTURER RECOMMENDATIONS. 1 g INSTALL 3" PVC SDR35 SOLID PIPE @ 2% MIN. PER DETAIL NO. 6 ON SHEET C-2.2. SEE SHEET C-3.0 FOR INVERT ELEVATIONS. NOTES: 1. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION. AREAS OF FILL WILL BE OVER EXCAVATED TO LIMITS REQUIRED BY SOILS ENGINEER. 2. CONNECT ROOF DOWNSPOUT TO STORM DRAIN SYSTEM WHERE SPECIFIED ON PLAN. 3. DOWNSPOUTS OUTLET TO LANDSCAPING SHOULD CONTAIN SPLASH BLOCKS TO DISSIPATE RUNOFF. 4. GRADES MORE THAN 30 INCHES ABOVE THE ADJACENT GRADE SHALL PROVIDE GUARDRAILS AS REQUIRED BY CRC 2022 SECTION R312 AND PER ARCHITECTURAL PLANS & SPECIFICATIONS. 5. WHERE EXISTING GRADE IS AT A SLOPE STEEPER THAN ONE UNIT VERTICAL IN FIVE UNITS HORIZONTAL (20% SLOPE) AND THE DEPTH OF THE FILL EXCEEDS 3 FEET, BENCHING SHALL BE PROVIDED IN ACCORDANCE WITH DETAIL A ON SHEET C-2.1. A KEY SHALL BE PROVIDED THAT IS AT LEAST 10 FEET IN WIDTH AND 2 FEET IN DEPTH. 6. SLOPE GREATER THAN 3:1 SHALL BE PROTECTED WITH MULCH OR OTHER APPROVED SLOPE PREVENTATIVE MEASURES. 7. ON WALLS OMIT MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE FINISHED GRADE AT HIGH SIDE AT 32" CENTERS FOR WEEP HOLES. 8. ALL RETAINING WALL SHALL NOT EXCEED 4 FEET IN EXPOSED HEIGHT. SEE SHEET C-3.0 FOR INVERTS QT7qf:::t_- -1 I DIAL TOLL FREE (1-800-422-4133) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA 10' 0' 10' 20' SCALE:1 "= 10' 4 PRAXIS Engineering 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-99001 www.praxis-eng.com Lo v O � 01-1 (1)0 L U L CO o Cn N � Q�pf ESS/ON R4�01 F� o s � z W No. 89 2 m F OF C Al �F0 Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: GRADING AND DRAINAGE PLAN Proiect No. Drawn by: 24051 Scale: YR Date: AS NOTED 07/09/24 C-200 x Page 45 of 93 1245 1240 1235 1230 1225 1220 0 w CO O 1215 ry Q n ii I O LU 1210 O 3 z 0 O w 1205 z Q m z O Q 1200 U EL co z O 1195 U 0 O CL w LU "' 1190 R W 49' MOTOR COU T 54' DRIVEWAY 21' 20' 28' EX. AC. ROAD PROPOSED MAIN RESIDENCE — — — — — — — — — — — — — i i i i TRENCH DRAIN PER PLAN FINISHED GRADE 0.6% 2.0% L00 ---, L I 1:1 INFLUENCE LINE w EX. GRADE I!NLNCH DRAIN Z D _0% , L— — — — — — — — — — — — — — — I POOL J 2.0% 7 F — - — 1U,UUU UAL UNEUERGROUND ST-()f�ACF TANK — — — LU 1+00 � j 1245 O 0 w 5i J 1240 LU w n x w U- 0 1235 w z O Q U m 1230 0 z Q 32' R W 12' 20' EX AC ROAD PROPOSED 4-CAR GARAGE 0 EX. GRADE FINISHED GRADE i i r I -- LJ Z 0 w De Q w 1225 w rz w 3 w = 1220 U 1+00 O w Q 1245 z C� 6= O w O 1240 0 w U ry LU w ry z 1235 AW Q U U- U E 0 w m EL� o 1230 cn g z a Q rn J In d CO w LO N N "' 1225 = N U- O w a � I w _ C) 1220 1+00 SECTION B-B VERT. 1 "=5' HORIZ. 1 "=10' R W 32' 12' 20' EX. GRADE PROPOSED 2-CAR i FINISHED GRADE 0 I L--J LCj Z a N N CD 0 w a N N O U N O N O SECTION C-C VERT. 1 "=5' HORIZ. 1 "=10' 2+00 1245 1240 1235 1230 1225 1220 1245 1240 1235 1230 1225 1220 FILL SLOPE TOP OF SLOPE 10' MIN A 2022 CBC KEY AND BENCH N.T.S. NATURAL SLOPE REMOVE UNSUITABLE SOIL EXISTING SOIL 1245 1240 1235 1230 1225 1220 1215 0+25 1235 1230 1225 1220 1215 1210 1205 1200 0+25 3+00 SECTION A -A VERT. 1 "=5' HORIZ. 1"=10' PA P/L 12' 12' 24' PROP SED 4—CAR GARAGE PROPOSED —CAR G GE/ EX. GRADE — — — — — --- 3:1 MAX _ 1" LIP 1" LIP — — FINISHED GRADE _ — 2.0% 2.0% �� _ — — 2.0% -- --------- — — — — — — — — 71 I — — — I I LJ LJ LJ - - 2:1 MAX --- DAYLIGHT 1+00 SECTION D-D VERT. 1 "=5' HORIZ. 1"=10' 2+00 1228.00 FF P L PROPOSED MAIN RESIDENCE 1228.00 FF P/L -------------- I I .U70 I EX. GRADE 2:1 MAX ----- J �� 2:1 MAX DAYLIGHT FINISHED GRADE 7AV — — 2.0% I I L--J I- - L J 1+00 SECTION E-E VERT. 1 "=5' HORIZ. 2+00 1245 1240 1235 1230 1225 1220 1215 1210 1205 1200 1195 1190 1245 1240 1235 1230 1225 1220 1215 1235 1230 1225 1220 1215 1210 1205 1200 PRAXIS Engm curing 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 1 www.praxis-eng.com v O � 011. �G Q �U ma U L m o M � N � Q�pvESS/ON oR _ z No. 89 2 m w F OF C Al 00 Date: Description: 09/ 12/24 1 ST S U BMITTAL 11/19/24 2NDSUBMITTAL Ol/31/25 3RDSUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: SITE SECTIONS Project No. Drawn by: 24051 Scale: YR Date: AS NOTED Sheet No. 07/09/24 -2. C1 x Page 46 of 93 0 e M e �N r CL a v Lo N 7 N CL In O 7 N N 1= l6 a of Y O N 61 3 0 0 U N 9 a J U Q m 0 0 e 0 a U C co N N In 0 0 a v N O N 0) O N U N 2 N O I 1 eA i A 6" o P.C.C. CURB \\ "\� I PAVEMENT SECTION ono o1-1 00 o00 0 0 o QQO o / I 00 0 0 0 00 0 O oSO oo QOO O o0 / o000 O o 0 00 0 0 0 4'f 1 O MIN. CONSTRUCT BASE OF CURB AT OR BELOW SUBGRADE ALL EXPOSED CORNERS TO BE ROUNDED WITH A 3/4" R. 2 6" P.C.C. CURB N.T.S. 18" P.C.C. CURB INSERTION POINT CONTRACTION JOIN 0" C. F. APRON OR w PAVEMENT a 6 PAVEMENT ALL EXPOSED CORNERS TO BE ROUNDED WITH A 3/4" R. CURB TRANSITION DETAIL N.T.S. NOTES: 1. CONCRETE PAVING SHALL CONSIST OF MINOR CONCRETE CONFORMING TO THE PROVISIONS OF THE LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. 2. CLASS 2 AGGREGATE BASE SHALL CONFORM TO THE PROVISIONS OF THE LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. 3. EXPANSION JOINT MATERIAL, Y" MAXIMUM IN THICKNESS AND PREMOLDED TO THE SECTION OF SIDEWALK SHALL CONFORM TO THE SPECIFICATIONS OF ASTM D1751. THE JOINT MATERIAL SHALL BE PLACED BETWEEN NEW CONCRETE PAVING AND FIXED OBJECTS ABUTTING THE NEW CONCRETE PAVING. 4. REFER TO ARCHITECTURAL PLANS FOR SURFACE FINISH, COLOR, AND SCORE JOINT PATTERN. 5. PAVER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. NOTES: 1. ROCK LINING TO BE INSTALLED TO FORM A STABLE STRUCTURE WITH A MINIMUM VOIDS, AND EACH PLACED CONTACT WITH ADJACENT ROCKS. 2. ROCK LINING SHALL BE SOUND, DENSE, AND DURABLE ANGULAR ROCK WITH A MINIMUM SPECIFIC GRAVITY OF 2.6. 3. IF GRAVEL FILTER LAYER IS SUBSTITUTED FOR FILTER FABRIC, MATERIAL SHALL BE A MIXTURE OF CLEAN, WASHED SAND AND GRAVEL, COMPROMISED OF MATERIAL LESS THAN 1 1/2" DIA. IN SIZE. VEGETATION TO BE 3 PLANTED BETWEEN FINISH GROUND STONE y 6" DIA. (MIN.) ROCK LINING (STONE OR RIVER ROCK) 12" MIN. EMBED 3" GRAVEL FILTER LAYER OR FILTER FABRIC 4 DRAINAGE SWALE N.T.S. 1/2" RADIUS (TYP.) 3" CLR. 3" CLR. #4 BARS AT 16" O.C. E.W. - 6" THK. PCC PAVING N d 12" THK. CLASS II BASE COMPACTED TO 95% PROVIDE THICKENED SLAB AT I 4 RELATIVE COMPACTION ALL EDGES TO ALL STRUCTURES AND FINISHED 8"1 Mi GRADES \ rll I I� I I 12" THK. SUBGRADE COMPACTED TO 95% RELATIVE DENSITY CONCRETE PAVEMENT DETAIL An4C "^15 i n3/ I I 2 TYPICAL SECTION VERT. 1 "=5' HORIZ. 1"=10' DRAWN bolzer CHECKED QA MFG APPROVED )5 EXCAVATE HOLE 18" TO 24" WIDER AND 18" TO 24" LONGER THAN TANK SIZE )0 11�5 12" MIN. COMPACTED LEVEL SAND BASE ON BOTT. OF TANK (TYP.) REVISION HISTORY REV DESCRIPTION DATE AUTHOR E81 / bolzer Wall Thickness: .625 in Max Burial Depth" 24" 5/24/2019 innORWESCO NORWESCO INC. ST. BONIFACIUS MN TITLE 10,000 UNDERGROUND STORAGE TANK SIZE DWG NO B 10000 UGT - 5-23-19 SCALE: FULL SHEET 1 OF 1 REV N.T.S. 18" 18" 6" MIN. COMPACT UPPER 6-INCHES OF NATIVE SOIL TO MIN. 90% RELATIVE COMPACTION. CONSTRUCT NORTH AMERICAN GREEN C350 PERMANENT EROSION CONTROL MAT, OR APPROVED EQUAL, INSTALL PER MANUFACTURER'S RECOMMENDATIONS VEGETATED DRAINAGE SWALE NTS 1/2" RADIUS (TYP.) #3 BARS AT 1" MIN. AT PLANTED 3" CLR. 16" O.C. E.W. AREAS PER 4" THK. PCC PAVING FINISH GRADE ------ -- 00 A / , � J \� a4 a4 PROVIDE THICKENED SLAB AT ALL OK 6" THK. CLASS II BASE COMPACTED TO 95% EDGES TO ALL STRUCTURES AND I a4 _ I I RELATIVE DENSITY FINISHED GRADES 4 4' I 12" THK. SUBGRADE COMPACTED \\//\ I--1--� _ TO 95% RELATIVE DENSITY �C�OCRETE HARDSCAPE DETAIL o PIPE SIZE PER PLAN 0 1 \ L \ 6"C6"—#10X#10 WELDED \ WIRE MESH ON CNETER z � a N n(IR E S C 0 ZFiLl TYDE,Rc 10,000 gallon below ground installation requirements • For septic Installations, It Is Important to contact your local or state sanitarian regarding approved Installation procedures. • Water runoff caused by sloping terrain, adjacent structures, or paved surfaces can be problematic If the site selection and Installa- tion are not managed property. Failure to locate the tank site properly In areas of water runoff caused by sloping terrain, adjacent structures or paved surfaces, and/or not managing the Installation property can void the warranty. 1. REQUIRED EQUIPMENT 1 a. You'II need an excavator large enough to lift 3000 pounds. 1 b. You'll need an excavator large enough to lift a tank that is 9' tall, 8.5' wide and 30' long. 1c. An excavator large enough to dig a hole: 143" deep (about 12 feet) 408" long (about 34 feet) j 150" wide (about 13 feet) 1 d. Water trucklaccess to 7000 gallons of water. Using a garden hose could take 30 hours to fill tank. le. 1" steel bars and 4 chain sling to move tank. 4. ADDITIONAL INFORMATION A. Gaskets: Provided by customer. Use ones similar to our septic tank gaskets. B. Venting: Provided by customer and required. C. Traffic Rating: NOT TRAFFIC RATED. D. Pumping Tank: After installing the tank let the soil settle before pumping the tank dry. 01 /2020 2. EXCAVATION T a A. Excavate to a depth that will provide "13 24" a minimum of 6" and maximum of (AA 24" of cover over the top of the cylindrical part of the tank (AA) This would be at 101" high from the bottom. B. Allow 18" to 24" on both sides and both ends of the tank. C. Prepare the tank bed. Bedding material is well -packed sand — 6" minimum in soil terrain, 12" minimum in rock terrain. The tank should be installed level. 3. BACKFILLING EXTERIOR A. Put 2000 gallons of water in the tank, then start backfilling. B. Use 3/4 minus backfill from top of bedding to bottom of fitting flats on top. Note: Keep water in tank 12" higher than backfill outside the tank during the entire backfill process up to 7000 gallons. C. Maximum backfill over the top of the tank is 24" See #2 for details. D. Mound soil over the top of the tank to direct surface water away from the tank. 6. OPTIONAL MANHOLE EXTENSIONS A. 6" Tall X 24" Diameter or 12" Tall iz -~ X 24" Diameter risers. B. Manhole extensions are supplied with screws. Butyl rope not included. {r j 6" N.T.S. 1/2" OPENING NOTES: 1. COMPACT TRENCH BACKFILL TO 90% RELATIVE COMPACTION. 2. COMPACT UPPER 12" OF SUBGRADE IN PAVED AREAS TO 95% RELATIVE COMPACTION. PAVED AREAS UNPAVED AREAS TYPICAL PAVEMENT SECTION PIPE O.D.+12" MIN. FINISH GRADE PIPE O.D.+18' MAX. PER PLANS / w U w Q > LL ov Q w BACKFILL MATERIAL _ z a > BEDDING SAND CIRCULAR OR RECTANGULAR PIPE PER Z PLANS //\ \ 6 TRENCH AND BACKFILL N.T.S. CONCRETE PAVERS, INSTALL PER SPECIFICATIONS AND MANUFACTURERS RECOMMENDATION TO 1" MAX. SAND SETTING BASE 4" CLASS II BASE COMPACTED TO 95% RELATIVE DENSITY 12" THK. SUBGRADE COMPACTEI 95% RELATIVE DENSITY BOUNDARY S1 mr F LI. VIVI l\L I L F m vLl\ MANUFACTURER'S RECOMMENDATIONS WALKWAY CONCRETE PAVER PROP. RIP -RAP NEATLY PLACE ROCK (50% OF ROCK TO BE 6" MIN. DIA. � z m 12" CU " OPENING \ N w EX. GRADE O�\ PROP. RIP -RAP NEAT PLACE ROCK (50% - I 1= I I— I I ROCK TO BE 6" MIN. D III �� GEOTEXTILE FABRIC ROCK -LINED DISSIPATER N.T.S. N.T.S. PRAXIS Engrr 1CUring 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-99001 www.praxis-eng.com v O � L U L CO o N � Q�)f ESS/ON ��`���P R RA�O I F� �o s 6, `'� z No. 89 2 m W � O' � �9 C/V F OF C Al �F0 Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: SITE SECTIONS Proiect No. Drawn by: 24051 YR Scale: Date: AS NOTED 07/09/24 C-202 X Page 47 of 93 0 0 E 0 e 0 Lo a a 0 N N co 3 N a0) 3 0 0 U 0 J U Q c� P m 0 0 e 0 Y N U a M N N 0 N a a N O N 0) O N U N 2 N O I iV, z `Q wl Cn C/, 0 Cn x I w I EX. 4" LATERAL 1221.50 INV. I 32' I IVY' I, I I' 0 1 T V o I N � I M I � I I I_ � I �pS SO J \ 9. \ I \ \ , .X� BSJ� \ \ 1195.0 INV. �o 6"0 PVC AT 5.8% 1208.93 INV. \ \ SD \00 -- \ � fro------- --- — \-------------- \ \ SJ \ \ � � \ N�� 1196.97 INV. /GB \ \ \ \ \ \ I 8"0 PVC A D- 1209.15 INS 4" o VC AT 2% MIN. sD Qd1209.80/ 1 5i-z/ / ' 4' PVC A 2% MIN. ti0 / / / • // / / 12p0)� / / / D ° 1223.89 INV. / /-�✓-.)INV, AT 4.77 SD 1224.95 INV. 4» PVC AT 2% SD / � D - -- SD 0 PVC AT 18% 1211.50 1219.00 INV. l INV./GB 1 18 34 W i A / / \ \ _I \ P/L \ \ \ \ P L / I / EX. CONC OWY o° \ i 10' 0' 10' 20' SCALE:1 "= 10' UTILITY NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION. 2. ALL JOINT TRENCH WORK SHALL BE PERFORMED IN ACCORDANCE WITH ELECTRIC &GAS SERVICE REQUIREMENTS PER PG&E "GREENBOOK". 3. NO BUILDING SEWER OR OTHER DRAINAGE PIPING OR PART THEREOF SHALL BE INSTALLED UNDER OR WITHIN 2 FEET OF A BUILDING OR STRUCTURE, OR LESS THAN 1 FOOT BELOW THE SURFACE OF THE GROUND. 4. BUILDING SEWERS OR DRAINAGE PIPING SHALL NOT BE RUN OR LAID IN THE SAME TRENCH AS THE WATER PIPES, UNLESS THE FOLLOWING REQUIREMENTS ARE MET: 4.1. THE BOTTOM OF THE WATER PIPE, AT POINTS, SHALL BE NOT LESS THAN 12" ABOVE THE TOP OF THE SEWER OR DRAIN LINE. 4.2. THE WATER PIPE SHALL BE PLACED ON A SOLID SHELF EXCAVATED AT ONE SIDE OF THE COMMON TRENCH WITH CLEAR HORIZONTAL DISTANCE OF NOT LESS THAN 12" FROM THE SEWER OR DRAIN LINE. 4.3. WATER PIPES CROSSING SEWER OR DRAINAGE PIPING CONSTRUCTED OF CLAY OR MATERIALS THAT ARE NOT APPROVED FOR USE WITHIN A BUILDING SHALL BE LAID NOT LESS THAN 12" ABOVE THE SEWER OR DRAIN PIPE. 5. BACKWATER VALVES SHALL COMPLY WITH ASME A112.14.1, AND HAVE BODIES OF CAST-IRON, PLASTIC, COPPER ALLOY, OR OTHER APPROVED MATERIALS; SHALL HAVE NON -CORROSIVE BEARINGS, SEATS, AND SELF -ALIGNING DISCS; AND SHALL BE CONSTRUCTED TO ENSURE A POSITIVE MECHANICAL SEAL. UTILITY NOTES ❑1 INSTALL 2" WATER SERVICE LATERAL PER TRENCH DETAIL 1 HEREON AND CONNECT TO WATER METER. 2 INSTALL 4"0 SANITARY SEWER CLEANOUT PER DETAIL 2 HEREON. IflINSTALL 6" PVC SDR35 SANITARY SEWER BUILDING LATERAL AT S=2% MIN. SLOPE PER TRENCH DETAIL 1 HEREON. F4] TIE INTO EXISTING SEWER LATERAL. I i i 340 99, _I I o rn — CONCRETE COLLAR NOT REQUIRED FOR FINISHED GRADE-12" UNPAVED LOCATIONS PAVED AREAS UNPAVED AREAS N TYPICAL PAVEMENT THREADED CAP OR PLUG SECTION PIPE O.D.+12" MIN. FINISH GRADE PIPE O.D.+18' MAX. PER PLANS CONCRETE � ALHAMBRA FOUNDRY A-124 \\ FRAME AND COVER OR w SIZE PIPE SAME AS MAIN LINE a- APPROVED EQUAL U wQ w oz w 45° ELBOW a it z� Q BACKFILL MATERIAL-------' ATERIAL - � BEDDING SAND WATERTIGHT PLUG CIRCULAR OR / SEWER LINE VERT. WYE RECTANGULAR PIPE PER j\\\ PLANS 1 TRENCH AND BACKFILL 2 SANITARY SEWER CLEANOUT N.T.S. N.T.S. NOTES: 1. COMPACT TRENCH BACKFILL TO 90% RELATIVE COMPACTION. 2. COMPACT UPPER 12" OF SUBGRADE IN PAVED AREAS TO 95% RELATIVE COMPACTION. A,.m,PRAXIS Engm curing 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-99001 www.praxis-eng.com Lo v O � 01-1 (1)0 L U L CO o Cn 0 N � Q�pf ESS/ON RA�O I F� o s � No. 89 2 W r+, �9 V F OF C Al �F0 Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: GRADING AND DRAINAGE PLAN Proiect No. Drawn by: 24051 Scale: YR Date: AS NOTED 07/09/24 C-300 x Page 48 of 93 N o e e y } a N a cD 0 Lo N a N U WI cD 0 co co a o N rn C 0 0 N 0 J Q 0 2 m o 0 E 0 Y U C l6 M N O V N U N O a` N O N O U N a N O EROSION CONTROL NOTES 1. IN ACCORDANCE WITH THE CALIFORNIA STORM WATER BEST MANAGEMENT PRACTICES HANDBOOK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND INSPECTION OF ALL STORM WATER POLLUTION PREVENTION DEVICES LOCATED ON PRIVATE PROPERTY. 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 20). A LIST OF THE CREW'S NAMES AND PHONE NUMBERS SHALL BE SUPPLIED TO THE CITY PRIOR TO THE BEGINNING OF ANY WORK. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 4. SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS. 5. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR UNTIL RELEASED FROM THE CONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE ENGINEER OF WORK, COUNTY INSPECTOR, SWPPP MONITOR, OR RWQCB INSPECTOR. GUIDELINES FOR DETERMINING APPROPRIATE EROSION CONTROL DEVICES SHALL BE INCLUDED IN THE PLANS WITH ADDITIONAL MEASURES/DEVICES NOTED FROM THE APPENDIX OF THE PUBLIC IMPROVEMENT STANDARDS. 6. EROSION CONTROL DEVICES SHALL BE THE FIRST ORDER OF WORK AND SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. ADDITIONAL MEASURES/DEVICES SHALL BE AVAILABLE DURING AT ALL TIMES. THESE MEASURES/DEVICES SHALL BE AVAILABLE, INSTALLED, AND/OR APPLIED AFTER EACH AREA IS GRADED AND NO LATER THAN FIVE (5) WORKING DAYS AFTER COMPLETION OF EACH AREA. 7. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE TO REVIEW THE PROJECT SITE AND TO COORDINATE AN IMPLEMENTATION PLAN FOR EROSION CONTROL DEVICES. A LOCALLY BASED STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 8. IN THE EVENT OF A FAILURE, THE DEVELOPER AND/OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENT THAT DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE COUNTY IS REQUIRED TO PERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR COUNTY REIMBURSEMENT OF ALL ASSOCIATED COSTS OR DAMAGE. 9. PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 10. THE COUNTY AIR POLLUTION CONTROL DISTRICT (APCD) MAY HAVE ADDITIONAL PROJECT SPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE FOR MAINTAINING SELF -REGULATION OF THESE REQUIREMENTS. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION -RELATED MATERIALS MUST BE PROTECTED AGAINST ACCIDENTAL TRANSPORTATION FROM THE SITE BY THE FORCES OF WIND AND WATER FLOW. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIAL MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO SETTLE OR INFILTRATE INTO SOIL. 14. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT-OF-WAY OR ANY DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTES. 15. WASTE AND TRASH FOR THE SITE MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 16. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE. THE CONSTRUCTION ENTRANCE MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC RIGHT-OF-WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR ANY OTHER MEANS. 17. CONTRACTOR SHALL UTILIZE DUST CONTROL METHODS ON ANY DUST -PRODUCING CONDITION IN COMPLIANCE WITH STATE REGULATIONS AND COUNTY OF LOS ANGELES AIR QUALITY ATTAINMENT PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY DUST GENERATED FROM THE CONSTRUCTION SITE. 18. ALL CONSTRUCTION EQUIPMENT HAVING INTERNAL COMBUSTION ENGINES SHALL HAVE OPERATIVE MUFFLERS. I � . 3 I..L w C Uj EX. EP ry U c� Z I EX. FL Q ZI 3 H VINyL FENCE Ki n= • BMPS 120101to] I19to] II112 1 EC1 - SCHEDULING EC2 - PRESERVATION OF EX. VEGE. EC3 - HYDRAULIC MULCH EC4 - HYDROSEEDING EC5 - SOIL BINDERS EC6 - STRAW MULCH EC7 - GEOTEXTILES & MATS EC8 - WOOD MULCHING EC9 - EARTH DIKES & DRAINAGE SWALES EC10 - VELOCITY DISSIPATION DEVICES EC11 - SLOPE DRAINS EC12 - STREAMBANK STABILIZATION EC13 - POLYACRYLAMIDE EC14 - COMPOST BLANKETS EC15 - SOIL PREPARATION/ROUGHENING EC16 - NON-VEGE. STABILIZATION IIIynIall GL1:i'�41l]IynI III[fill I►I11201 SE1 - SILT FENCE SE2 - SEDIMENT BASIN SE3 - SEDIMENT TRAP SE4 - CHECK DAMS SE5 - FIBER ROLLS SE6 - GRAVEL BAG BERM SE7 - STREET SWEEPING & VACUUM SE8 - SANDBAG BARRIER SE9 - STRAW BALE BARRIER SE10 - STORM DRAIN INLET PROTECTION SE11 - ACTIVE TREATMENT SYSTEMS SE12 - TEMPORARY SILT DIKE SE13 - COMPOST SOCKS & BERMS SE14 - BIOFILTER BAGS WIND EROSION CONTROL WE1 - WIND EROSION CONTROL X�11119�1�����:7_Ty:11ReZK�P►��:Z�71 TC1 - STABILIZED CONSTRUCTION ENTRANCE/EXIT TC2 - STABILIZED CONSTRUCTION ROADWAY TC3 - ENTRANCE.OUTLET TIRE WASH SELECTED BMPS NON-STORMWATER MANAGEMENT \ SE5 - FIBER ROLLS NS1 - WATER CONSERVATION PRACTICES \ SE7 - STREET SWEEPING & VACUUM NS2 - DEWATERING OPERATIONS NS3 - PAVING AND GRINDING OPERATIONS \ SE8 - SANDBAG BARRIER NS4 - TEMPORARY STREAM CROSSING NS5 - CLEAR WATER DIVERSION \ SE10 - STORM DRAIN INLET PROTECTION NS6 - ILLICIT CONNECTION/DISCHARGE NS7 - POTABLE WATER/IRRIGATION O WE1 - WIND EROSION CONTROL NS8 - VEHICLES AND EQUIPMENT CLEANING O TC1 - STABILIZED CONSTRUCTION ENTRANCE/EXIT NS9 - VEHICLE AND EQUIPMENT FUELING NS10 - VEHICLE AND EQUIPMENT \ TC3 - ENTRANCE/OUTLET TIRE WASH MAINTENANCE NS11 - PILE DRIVING OPERATIONS NS12 - CONCRETE CURING 8\ NS1 - WATER CONSERVATION PRACTICES NS13 - CONCRETE FINISHING NS14 - MATERIAL AND EQUIPMENT USE O NS3 - PAVING AND GRINDING OPERATIONS NS15 - DEMOLITION ADJACENT TO WATER NS16 - TEMPORARY BATCH PLANTS 10 NS6 - ILLICIT CONNECTION/DISCHARGE WASTE MANGEMENT & MATERIAL POLLUTION 11 NS8 - VEHICLES AND EQUIPMENT CLEANING CONTROL 12 NS9 - VEHICLE AND EQUIPMENT FUELING WM1 - MATERIAL DELIVERY AND STORAGE WM2 - MATERIAL USE 13 NS10 - VEHICLE AND EQUIPMENT MAINTENANCE WM3 - STOCKPILE MANAGEMENT WM4 - SPILL PREVENTION AND CONTROL 14 WM1 - MATERIAL DELIVERY AND STORAGE WM5 - SOLID WASTE MANAGEMENT WM6 - HAZARDOUS WASTE MANAGEMENT 15 WM2 - MATERIAL USE WM7 - CONTAMINATION SOIL MANAGEMENT WM8 - CONCRETE WASTE MANAGEMENT SWM3 - STOCKPILE MANAGEMENT WM9 - SANITARY/SEPTIC WASTE MANAGEMENT 17 WM4 - SPILL PREVENTION AND CONTROL WM10 - LIQUID WASTE MANAGEMENT 18 WM5 - SOLID WASTE MANAGEMENT 19 WM6 - HAZARDOUS WASTE MANAGEMENT 20 WM8 - CONCRETE WASTE MANAGEMENT 21 WM9 - SANITARY/SEPTIC WASTE MANAGEMENT 22 WM10 - LIQUID WASTE MANAGEMENT 23 EC1 - SCHEDULING 1. EROSION CONTROL SHALL BE IMPLEMENTED FOR ALL \ CATCH BASINS THAT ARE LOCATED IN AREAS SUBJECT TO EROSION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES. LOCATIONS SHOWN ON PLANS ARE ASSUMED. P/Lell J N \ 9\\ \ \ 319.83' \ \ WH CIF \ \ DI ________ \\ \ \ \ \ \ \ J \ H IF 0,10 0 0- 3 4 \ ��\ ----- \\ ` \ \ \\\ ♦ of 4 ICTED �. ISE R \ \ \ \ 9S \ 3 4 \\ �� \ J \ 1228.00 FF ter, \ \ ♦ \ \ �; rn rn17 18 19 20 22 23 \ \ r� 1 1216.00 FF I \ - � 0 3 4 1 1 I 16fH IF N 3 4 P/L N 3 4 \\ / QA I I DIRT) 1 (31 { \ i V 1zz 3 4 :7 RT l �j X�l DIRT IL \/� / DI T z N4I \ \\ o0 1 w \ \----- DWy - 1 Dwy o P/L P/L c Dwy o 34p 99' I I^ vJ C DWy 0' 20' CALE:1 "= 20' A CATCH BASIN/INLET PROTECTION NOTES: 1. CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT. 2. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS; EROSION CONTROL, SOIL STABILIZATION, AND MEASURES TO PREVENT TRACKING ONTO PAVED SURFACES. 3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC. DRAINAGE SWALES. 5. INLET PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED. SEDIMENT SHALL BE DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM. 6. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. 7. ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLAN. FIBER ROLL / STRAW WATTLE TURN WATTLE TO INSTALL 9" DIA. J" HOOK AT END FIBER ROLL EMBEDDED OF ROLL TO IN TRENCH BETWEEN HELP SLOW RUN-OFF 4" AND 6" DEEP Av_ 3' 1 PLACE 3/4 " X 3/4 " WOOD STAKES AT 4' MAX. SPACING C STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: a. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. b. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN 4" COARSE AGGREGATE WITH LENGTH, WIDTH, & THICKNESS AS NEEDED TO ADEQUATELY PREVENT ANY TRACKING ONTO PAVED SURFACES. 3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER CAN GREATLY IMPROVE EFFICIENCY. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE SITES. D EROSION CONTROL NOTES: 1. SOIL/SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE FEASIBLE AND TO REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL PRACTICES SHALL INCLUDE TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, OR OTHER SOIL STABILIZATION PRACTICES. 2. SOIL STABILIZATION SHALL BE IMPLEMENTED ON ALL INACTIVE DISTURBED AREAS AT ALL TIMES AND ON ALL DISTURBED AREAS DURING A RAIN EVENT OR POTENTIAL RAIN. 3. STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND WATER. 4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT TRAPPING/FILTERING PRACTICES AND PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED ROADS. 5. WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE. MULCH MUST BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. 6. WHEN USING HYDROSEEDING/MULCHING, THE MINIMUM APPLICATION OF WOOD FIBER SHALL BE 1,500 LBS/ACRE, THAT DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT. 7. FOR SEEDING RECOMMENDATIONS, CONTACT: USDA, NATURAL RESOURCES CONSERVATION SERVICE. DUST CONTROL WIND EROSION CONTROL: WE-1 (CASQA JANUARY 2003 CALIFORNIA STORMWATER BMP HANDBOOK 1 OF 5 WWW.CABMPHANDBOOKS.COM DESCRIPTION AND PURPOSE: WIND EROSION OR DUST CONTROL CONSISTS OF APPLYING WATER OR OTHER DUST PALLIATIVES AS NECESSARY TO PREVENT OR ALLEVIATE DUST NUISANCE GENERATED BY CONSTRUCTION ACTIVITIES. COVERING SMALL STOCKPILES OR AREAS IS AN ALTERNATIVE TO APPLYING WATER OR OTHER DUST PALLIATIVES. SUITABLE APPLICATIONS: WIND EROSION CONTROL BMPS ARE SUITABLE DURING THE FOLLOWING CONSTRUCTION ACTIVITIES: CONSTRUCTION VEHICLE TRAFFIC ON UNPAVED ROADS DRILLING AND BLASTING ACTIVITIES SEDIMENT TRACKING ONTO PAVED ROADS SOILS AND DEBRIS STORAGE PILES BATCH DROP FROM FRONT-END LOADERS AREAS WITH UNSTABILIZED SOIL FINAL GRADING/SITE STABILIZATION LIMITATIONS: WATERING PREVENTS DUST ONLY FOR A SHORT PERIOD AND SHOULD BE APPLIED DAILY (OR MORE OFTEN) TO BE EFFECTIVE. OVER WATERING MAY CAUSE EROSION. OBJECTIVES: EC EROSION CONTROL SE SEDIMENT CONTROL .. TIC TRACKING CONTROL WE WIND EROSION CONTROL .. NS NON-STORMWATER MANAGEMENT CONTROL WM WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL TARGETED CONSTITUENTS: SEDIMENT, NUTRIENTS, TRASH, METALS, BACTERIA, OIL AND GREASE, ORGANICS 40' E MATERIAL STORAGE NOTES: 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORMDRAIN SYSTEM. 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON -SITE SHALL BE PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER. F CONCRETE WASTE MANAGEMENT Containment NU I tS: 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP, AND DISPOSED OF PROPERLY. G VEHICLE/EQUIPMENT FUELING NOTES: 1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM DRAINAGE COURSES. 2. ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF A SPILL. EQUIPMENT REPAIR/MAINTENANCE NOTES: 1. LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON -SITE. EQUIPMENT AND VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT MATERIALS; DO NOT FLUSH WITH WATER. 2. VEHICLES AND EQUIPMENT SHALL BE MAINTAINED, AND REPAIRED ON -SITE ONLY IN DESIGNATED AREAS. PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED AREAS. CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY. 3. DESIGNATE ON -SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, AWAY FROM STORM DRAIN INLETS AND WATERCOURSES. 4. ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS. 5. LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS. 6. PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL, FUEL, AND CHEMICAL DRUMS. 7. MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED AREA. Street Maintenance 1. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. 2. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. 3. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM. EROSION CONTROL EROSION CONTROL EC-4 (CASQA JULY 2012 CALIFORNIA STORMWATER BMP HANDBOOK WWW.CASQA.ORG DESCRIPTION AND PURPOSE: HYDROSEEDING TYPICALLY CONSISTS OF APPLYING A MIXTURE OF A HYDRAULIC MULCH, SEED, FERTILIZER, AND STABILIZING EMULSION WITH A HYDRAULIC MULCHER, TO TEMPORARILY PROTECT EXPOSED SOILS FROM EROSION BY WATER AND WIND. HYDRAULIC SEEDING, OR HYDROSEEDING, IS SIMPLY THE METHOD BY WHICH TEMPORARY OR PERMANENT SEED IS APPLIED TO THE SOIL SURFACE. SUITABLE APPLICATIONS: • DISTURBED SOIL/GRADED AREAS WHERE PERMANENT STABILIZATION OR CONTINUED EARTHWORK IS NOT ANTICIPATED PRIOR TO SEED GERMINATION. • CLEARED AND GRADED AREAS EXPOSED TO SEASONAL RAINS OR TEMPORARY IRRIGATION. • AREAS NOT SUBJECT TO HEAVY WEAR BY CONSTRUCTION EQUIPMENT OR HIGH TRAFFIC. LIMITATIONS: • AVAILABILITY OF HYDROSEEDING EQUIPMENT MAY BE LIMITED JUST PRIOR TO THE RAINY SEASON AND PRIOR TO STORMS DUE TO HIGH DEMAND. • HYDRAULIC SEED SHOULD BE APPLIED WITH HYDRAULIC MULCH OR A STAND-ALONE HYDROSEED APPLICATION SHOULD BE FOLLOWED BY ONE OF THE FOLLOWING: as •• STRAW MULCH •• ROLLED EROSION CONTROL PRODUCTS APPLICATION OF COMPOST BLANKET • HYDRAULIC SEED MAY BE USED ALONE ONLY ON SMALL FLAT SURFACES WHEN THERE IS SUFFICIENT TIME IN THE SEASON TO ENSURE ADEQUATE VEGETATION ESTABLISHMENT AND COVERAGE TO PROVIDE ADEQUATE EROSION CONTROL. • HYDRAULIC SEED WITHOUT MULCH DOES NOT PROVIDE IMMEDIATE EROSION CONTROL. • TEMPORARY SEEDING MAY NOT BE APPROPRIATE FOR STEEP SLOPES (I.E., SLOPES READILY PRONE TO RILL EROSION OR WITHOUT SUFFICIENT TOPSOIL). • TEMPORARY SEEDING MAY NOT BE APPROPRIATE IN DRY PERIODS WITHOUT SUPPLEMENTAL IRRIGATION. • TEMPORARY VEGETATION MAY HAVE TO BE REMOVED BEFORE PERMANENT VEGETATION IS APPLIED. • TEMPORARY VEGETATION MAY NOT BE APPROPRIATE FOR SHORT TERM INACTIVITY (I.E. LESS THAN 3-6 MONTHS). OBJECTIVES: • EC EROSION CONTROL • SE SEDIMENT CONTROL • TIC TRACKING CONTROL • WE WIND EROSION CONTROL • NS NON-STORMWATER MANAGEMENT CONTROL • WM WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL TARGETED CONSTITUENTS: SEDIMENT, NUTRIENTS, TRASH, METALS, BACTERIA, OIL AND GREASE, ORGANICS �&PRAXIS Engineering 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 1 www.praxis-eng.com LO v O � L U L m o N � Q�pf ESS/ON RA�O I F� o s No. 891 'T' �9 C/V� F OF CAI.\FO \ Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: EROSION CONTROL PLAN Proiect No. Drawn by: 24051 YR Scale: Date: AS NOTED 07/09/24 C-400 x Page 49 of 93 LATH & FLAGGING ON ALL SIDES BERM w a > 10 MIL Pb,.,, r�hiv LINING NOT TO SCALE TYPE "BELOW GRADE" 10' MIN. V) w ry a 4NDBAG (TYP.) SANDBAG 10 MIL PLASTIC LINING BERM SECTION A -A NOT TO SCALE 10 MIL PLASTIC LINING co w a > WOOD FRAME SECURELY FASTENED AROUND ENTIRE STAPLES STAKE (TYP.) PERIMETER WITH TWO STAKES (2 PER BALE) SECTION B-B NOT TO SCALE 10 MIL PLASTIC NOTES: TWO -STACKED 2x12 LINING 1. ACTUAL LAYOUT DETERMINED IN FIELD. ROUGH WOOD FRAME PLAN 2. THE CONCRETE WASHOUT SIGN SHALL BE NOT TO SCALE INSTALLED WITHIN 30 FT OF TEMPORARY CONCRETE WASHOUT FACILITY. TYPE "ABOVE GRADE" ,,��CONCRETE WASTE MANAGMENET NOTE: CONSTRUCTION SEDIMENT BARRIER AND CHANNELIZE TO SEDIMENT TRAPPING DEVICE a 0 a 0 ry 0 w Q a- c� z X w �I_�ly7C EXISTING «slut @ 0 E } 2 a v It O Lo N V U wi CD co 1= a of Y N .3 0 0 U N 0 J U a 0 ,_ m 0 0 E 0 Y N U C l6 C 7 CO N N CD O V N a v N O N 0) O N U N 2 N O N.T.S. NATIVE MATERIAL (OPTIONAL) CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC ORIGINAL GRADE 12" MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION B-B NOT TO SCALE CRUSHED AGGREGATE GREATER CORRUGATED STEEL PANELS THAN 3" BUT SMALLER THAN 6" ORIGINAL GRADE 12" MIN. UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A k- T/1 f•/1 A I r SEDIMENT TRAPPING DEVICE 1 24' OR MAX ALLOWED BY SITE 50' TYPICAL NOTES: 1. LENGTH SHOULD BE EXTENDED TO 12 TIMES THE DIAMETER OF THE LARGEST CONSTRUCTION VEHICLE TIRE. 2. ON SMALL SITES LENGTH SHOULD BE MAXIMUM ALLOWED BY SITE PLAN NOT TO SCALE STABILIZED COSNTRUCTION ENTRANCE/EXIT N.T.S. 10' MIN. ' STAKE (TYP.) 2" - B m 0 1 /8" DIA. 0 0 STEEL WRIE 10 MIL PLASTIC STAPLE DETAIL LINING ■ , ■ ■ ■ ■ ■ STRAW BALE PLYWOOD 48" x 24" (TYP.) PAINTED WHITE PLAN NOT TO SCALE o BLACK LETTERS TYPE "ABOVE GRADE" WITH CONCRETE 6" HEIGHT STRAW BALES WASHOUT 0.5" LAG SCREWS - WOOD POST 3%3%8' CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 10 MIL PLASTIC LINING BINDING WIRE STRAW BALE WOOD OR METAL STAKES (2 PER BALE) NOTES: SECTION B-B 1. ACTUAL LAYOUT DETERMINED IN FIELD. NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT OF TEMPORARY CONCRETE WASHOUT FACILITY. CONCRETE WASTE MANAGMENET N.T.S. nrnTr\/TII r nl AAII/rT SECTION A -A -SILT FENCE PER SE-01 FFx x 6" MIN. OVERLAP AT ENDS DRAIN INLET OF SILT FENCE A x i A SHEET FLOW x LESS THAN 1 GEOTEXTILE BLANKET ACRE SILT FENCE PER SE-01 k\ x x S,S��j• 41� PLAN DI PROTECTION TYPE 1 NOT TO SCALE NOTES: 1. FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND SEEDING ARE PENDING. 2. NOT APPLICABLE IN PAVED AREAS. 3. NOT APPLICABLE WITH CONCENTRATED FLOWS. E-1 STORM DRAI INLET PROTECTION N.T.S. �. NOTE: INSTALL FIBER ROLL MPS lil ALONG A LEVEL CONTOUR //ice I W III iii y W FIBER ROLLS ,I III ; _ IrF�W N �P�• III l� Tye so I� II I Fti/o II o9l�` 9S�o�F Np otic 2p, III INSTALL A FIBER NEAR SLOPE W WHERE IT TRANSITIONS INTO A STEEPER SLOPE NOT TO SCALE TURN WATTLE TO "J" HOOK AT END OF ROLL FIBER ROLL 8" MIN. DIA. TO HELP SLOW RUN-OFF EMBEDDED IN TRENCH SLOPE BETWEEN 4" AND 6" DEEP VA RIES I . I I ' 3/4" x 3/4" WOOD N STAKES MAX 4' SPACING ENTRENCHMENT DETAIL A InT T!\ C'fP AI 1- SE 5 FIBER ROLLS N.T.S. GEOTEXTILE BLANKET SILT FENCE PER SE-01 x DRAIN INLET x 1 1:1 SLOPE 3 MIN. 12" MIN. 24" MAX. NOTES: [ REMOVE SEDIMENT -"'-' BEFORE REACHING 4 ONE-THIRD FULL SECTION A -A CONCENTRATED FLOW ROCK FILTER (USE IF FLOW IS CONCENTRATED) EDGE OF SEDIMENT TRAP F- - - - - - - - - - 7 x I-------7 r x DRAIN INLET A ii II A SHEET FLOW I I I I I I f f I GEOTEXTILE BLANKET x L---------J x- SILT FENCE PER SE-01 x I SyFF' ll CA� PLAN �o. DI PROTECTION TYPE 2 A I /l T T- 1 - NOTES: 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS. 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTATED TOWARDS DIRECTION OF FLOW. �E-1 �STORM DRA�11 LET PROTECTION N.T.S. SETBACK VARIES (SEE NOTE 4) SECTION A -A DETAIL A )D STAKE :3&5) STA r•ARQir SECTION B TOTES 6, 7 & 12) FLOW EDGE OF PAVEMENT FLOW SPILLWAY, 1-BAG HIGH TYPICAL PROTECTION FOR INLET ON SUMP EDGE OF PAVEMENT INLET GRAVEL BAGS 2-BAGS HIGH FLOW GRAVEL BAGS SPILLWAY, 1-BAG HIGH 2-BAGS HIGH TYPICAL PROTECTION FOR INLET ON GRADE NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON -STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEAN UP. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. 6. PROTECTION CAN BE EFFECTIVE EVEN IF IS NOT IMMEDIATELY ADJACENT TO THE INLET PROVIDED THAT THE INLET IS PROTECTED FROM POTENTIAL SOURCES OF POLLUTION. DI PROTECTION TYPE 3 STAKE A FABRIC SECTION A (SEE NOTES 6, 7 & 12) JOINING SECTION DETAIL (TOP VIEW 2%2" WOOD STAKE FABRIC (SEE NOTE 3) (SEE NOTES 8) END STAKE DETAIL (TOP VIEW ruin CTAVC END DETAIL CE NOT TO SCALE E-1 STORM DRAI INLET PROTECTION N.T.S. 1/16" DIAMETER LEGEND TAMPED BACKFILL SLOPE DIRECTION DIRECTION OF FLOW 1 /2' STAPLE DETAIL (SEE NOTE 9) C A0DIn LIVV Ifif\L � 0 J Cn OPTIONAL MAINTENANCE OPENING DETAILS (SEE NOTE 11) SILT FENCE E-1 N.T.S. NOTES: 1. CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT EXCEED 1 /3 THE HEIGHT OF THE LINEAR BARRIER, IN NO CASE SHALL THE REACH LENGTH EXCEED 500'. 2. THE LAST 8'-0" FENCE SHALL BE TURNED UP SLOPE. 3. STAKE DIMENSIONS ARE NOMINAL. 4. DIMENSIONS MAY VARY TO FIT FIELD CONDITION. 5. STAKES SHALL BE SPACED AT 8'-0" MAX. AND SHALL BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 6. STAKES TO OVERLAP AND FENCE FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. SECURE FABRIC TO STAKE WITH 4 STAPLES. 7. STAKES SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL FLOW -THROUGH OF SEDIMENT AT JOINT. THE TOPS OF THE STAKES SHALL BE SECURED WITH WIRE. 8. FOR END STAKE, FENCE FABRIC SHALL BE FOLDED AROUND TWO STAKES ONE FULL TURN AND SECURED WITH 4 STAPLES. 9. MINIMUM 4 STAPLES PER STAKE. DIMENSIONS SHOWN ARE TYPICAL. 10. CROSS BARRIERS SHALL BE A MINIMUM OF 1/3 AND A MAXIMUM OF 1/2 THE HEIGHT OF THE LINEAR BARRIER. 11. MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE SEDIMENT REMAINS BEHIND SILT FENCE. 12. JOINING SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS. 13. SANDBAG ROWS AND LAYERS SHALL BE OFFSET TO ELIMINATE GAPS. 14. ADD 3-4 BAGS TO CROSS BARRIER ON DOWNGRADIENT SIDE OF SILT FENCE AS NEEDED TO PREVENT BYPASS OR UNDERMINING AND AS ALLOWABLE BASED ON SITE LIMITS OF DISTURBANCE. STAKE FABRIC SLOPE PRAXIS Engineering 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-99001 www.praxis-eng.com Lo v O � L U L .y C m o N � Q�,pf ESS/ON RA�O I F� cam W No. 89 2 m �9 C/v F OF C Al �F0 Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: EROSION CONTROL DETAILS Proiect No. Drawn by: 24051 Scale: YR Date: AS NOTED 07/09/24 C x Page 50 of 93 �l y 1 p I � R/w Y W LLJ EX. EP- It z � EX. FL � Q TLJ ZI �T �T 0 e e y O n a N 7 V 0 Lo N V N LU w O N N l6 a Ol Y O N 61 C .3 m 0 U N O_ Q J U a 0 00 m 0 0 >_ 0 Y N U C l6 C 7 M N N CD O V N a v N O N 0) O N U N 2 N O LEGEND: CUT AREA (62%) O o START:0+00.00 FILL AREA (38%) \ N 50'29 57 W N �\N -� SL �0 0 0\ 0 1 1 � \ ?�? 1 2 2 1 \ --- \ - \ 0 1 1 0 1 2 4 5 5 4' 4 3- -� 2�� 2 2 3 I \ \ \ - 1 1 0 1 3 4F - 3 2 1 0 1 2 3 4 5 _ 3 5 7 8 8 10 11 9 2 0 L- I 1 1j C 1 0 2 3 4 6 6 4 3 2 1 0 1 2 3 4 5 7 8 - i 12 7 1 1 1 2 \ \ L- 1 1 2 I 1 2 3 4 7 L_ 5 6 7 8 9 o 10 11 12 5 1 1 0 1 1 2 2� S -1 1 1 2 4 5 5 5 6 7 6 5 4 3 2 1 0 3 4 7 6 5 3 3 2 3 0 I0 1 2 3 ��3 SL-1 1 0 6 7 8 �9� 9 8 7 7 6 5 4 3 2 2 8 7 7 5 4 3 2 2 1 1 0 1 2 I 1 1 2\ 1 0 ;g 6 X819 10 10 9 8 8 7 6 5 4 3 2 1 0 1 10 9 8 6 5 4 3 2 1 1 0 1 0 1 1 1 17 SL-1 1 8 9 10 101 10 9 8 8 7 6 5 4 2 1 0 1 10 9 8 6 5 4 4 3 �2 1 0 1 0 1 0 SL-1 I 1 1 3 9 10 9 10 10 6 5 4 2 1 0 2 �5 2 1 3 2 1 0 1 � 0 1 Od SL/ 11 1 3 I 7 7 7 8 9 11 0 9 8 7 6 5 4 3 2 1 0 1 2 3 5 6 7 1 ° 3 2 1 0 1 0 1 1/ /SL- I 7 9 11 0 1 2 0 1 0 2 1 0 1 2 3 2 0 0 0 oi[)I 2 4 5 6 i 12 ik / SL- 11 1 1 3 4 6 7 7 7 6 6 5 4 3 6 5 4 3 1 1 0 /0- D 1 2 2 3 �43 / s ------- _ -- - - - - -� �o��,o 0 oar , G - i A 20' 0' 20' 40' SCALE:1 "= 20' N 78'34" W`� h � I A� ti P/L 3/18/25, 1:39 PM Quantities Report Volume Report Project: X:\02-Projects\09-2024 Projects\24051 - 2234 Indian Creek Diamond Bar (Warner Group) C-LA\02-Civil\04-Drawings\Working Plan Set\24051-EW.dwg Alignment: E-E Sample Line Group: SLG-1 Start Sta: 0+60.000 End Sta: 2+10.000 Station Cut Area q f .ft.)..(Cu.yd.). Cut Volume Reusable Fill Area .(Sq.ft.)..(Cu.yd.). Fill Volume Cum. Cut Vol. Cum. ReusableVol. Cum. Fill Vol. Cum. Net Vol. Volume .(Cu.yd.). (Cu.yd.) (Cu.yd.). 0+60.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0+70.000 75.17 13.92 13.92 126.87 23.49 13.92 13.92 23.49 -9.57 0+80.000 179.11 47.09 47.09 327.93 84.22 61.01 61.01 107.72 -46.71 0+90.000 158.33 62.49 62.49 491.20 151.69 123.50 123.50 259.41 -135.91 1+00.000 202.70 66.86 66.86 540.10 190.98 190.36 190.36 450.39 -260.03 1+10.000 276.09 88.67 88.67 472.65 187.55 279.02 279.02 637.93 -358.91 1+20.000 568.51 156.41 156.41 113.74 108.59 435.43 435.43 746.52 -311.09 1+30.000 782.46 250.18 250.18 41.71 28.79 685.61 685.61 775.31 -89.70 1+40.000 890.94 309.89 309.89 28.29 12.96 995.50 995.50 788.27 207.23 1+50.000 959.69 342.71 342.71 17.34 8.45 1338.21 1338.21 796.72 541.49 1+60.000 704.12 308.11 308.11 150.67 31.11 1646.32 1646.32 827.84 818.49 1+70.000 638.96 248.72 248.72 169.65 59.32 1895.04 1895.04 887.15 1007.89 1+80.0001 542.64 218.82 218.82 131.14 55.70 2113.86 2113.86 942.851 1171.00 1+90.000 210.25 139.43 139.43 64.27 36.19 2253.28 2253.28 979.04 1274.24 2+00.000 0.00 38.94 38.94 0.00 11.90 2292.22 2292.22 990.94 1301.28 2+10.000 0.00 0.00 0.00 0.00 0.00 2292.22 2292.22 990.94 1301.28 TOTAL EARTHWORK: CISTERN VOLUME= 1340 FT = 50 C.Y. TOTAL SUMMARY TOTAL CUT: 2292+50=2342 C.Y. TOTAL FILL: 991 C.Y. NET: 1351 C.Y. (EXPORT) file:///C:/Users/YOSI MA-1 /AppData/Local/Temp/QuantityReportTemp. html Countour Length 10.62 21.55 11.98 87.04 43.13 117.7 9.23 41.52 161.93 33.88 20.8 238.59 22.18 104.88 32.3 38.2 18.41 29 27.74 25.93 39.56 20.74 31.03 16.87 6.21 22.57 13.36 30 3.8 13.92 2.45 70.52 21.06 35.75 6.76 5.72 1.4 27.49 12.31 31.47 10.92 189.95 45.81 29.74 25.31 31.4 6.21 10.62 16.66 4.03 3.65 13.07 8.95 19.65 2.72 Total Sum= 1928 1= 5 ft L= 1928 ft A= 1.207 ac Slope= 18.3 % 1/1 P RAX IS Engineering 1009 Morro Street, Suite 205 San Luis Obispo, CA 93401 (805) 489-9900 1 www.praxis-eng.com Lr) v O � 01-1 (1)0 L U L m o Cn N � Q�pf ESS/ON RA�O I F� W No. 89?� � • 1 F OF Date: Description: 09/ 12/24 1 ST SUBMITTAL 1 1 /19/24 2ND SUBMITTAL 01 /31 /25 3RD SUBMITTAL 02/10/25 4TH SUBMITTAL 03/18/25 5TH SUBMITTAL 05/05/25 6TH SUBMITTAL 06/24/25 7TH SUBMITTAL Sheet Title: EARTHWORK EXHIBIT Proiect No. Drawn by: 24051 YR Scale: Date: AS NOTED 07/09/24 C-590 x Page 51 of 93 LOCATION MAP I(,2 IIn22s�s, -6„ �� II 2: ,23021 ' I �)I I II II � C9. as�) (n231.35) I I� (1231.5)) 32) 123,,ye) �23t.98) SITE PLAN JUNE 2512025 LU RESIDENCE 0-029) LOT 63, TRACT 23483 ADDRESS: 2234 INDIAN CREEK RD, DIAMOND BAR, CA 91765 LANDSCAPE ARCHITECTURAL PLANNING REVIEW SUBMITTAL NO. PL 2024-82 r k I r I A T I r\ A I Y GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT. 3. THE CONTRACTOR SHALL PERFORM A PRE -CONSTRUCTION MEETING WITH THE CLIENT PRIOR TO COMMENCING WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE JOB SITE AND TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS THAT COULD AFFECT THE INSTALLATION OF ANY WORK SET FORTH IN THE PLANS. 5. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION AND PROTECT FROM DAMAGE. UNDERGROUND SERVICES SHALL NOT BE DISTURBED OR REMOVED WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE WORK PERFORMED BY OTHER CONTRACTORS ON SITE TO INSURE ORDERLY AND EFFICIENT EXECUTION AND COMPLETION. COORDINATE THE LOCATION AND INSTALLATION OF ELECTRICAL AND IRRIGATION SLEEVE LOCATIONS UNDER PAVING PRIOR TO COMMENCING WORK. 7. DAMAGE TO ANY PORTION OF THE PROJECT'S EXISTING PAVING, CURBING OR OTHER HARDSCAPE ELEMENTS SHALL BE REPLACED IN A LIKE CONDITION AT THE CONTRACTOR'S EXPENSE. ANY DISCREPANCY BETWEEN THE PLANS AND THE CONDITIONS ON SITE SHALL BE REPORTED IN WRITING IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. NO DESIGN MODIFICATIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. 8. ALL DEBRIS SHALL BE HAULED OFF -SITE AND LEGALLY DISPOSED OF. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS. 10. CONTRACTOR TO PROVIDE ADEQUATE SURFACE DRAINAGE AWAY FROM HOMES. CONCRETE SURFACES SHALL DRAIN TOWARD NEAREST PLANTING AREA OR TO METAL DECK DRAINS AS NECESSARY. 11. LEGAL PROPERTY LINES AND SETBACKS SHALL BE VERIFIED IN THE FIELD 12. FURNISHINGS SHALL BE SELECTED & PURCHASED BY OWNER (TYP) GRADING AND DRAINAGE NOTES: 1. LANDSCAPE AREA DRAINS TO BE BLACK ATRIUM 8"-12" ROUND, LOCATED IN CENTER OF SHRUB/ GROUNDCOVER PLANTING BEDS & RAISED PLANTERS, REFER TO PLANTING PLAN TO COORDINATE DRAIN LOCATION AND PLANT MATERIAL.. 2. CONTRACTOR TO PROVIDE ALL GRADES FOR NATURAL RUNOFF OF WATER TO DRAINS WITHOUT LOW SPOTS OR POCKETS. ACCURATELY SET FLOW LINE GRADES AT 2%MINIMUM GRADIENT, ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER SHALL BE CONDUCTED AWAY FROM THE BUILDING AND TO THE STREET IN AN APPROVED DEVICE AT 2% MINIMUM SLOPE. 3. FINISH GRADES SHALL BE SMOOTH AND UNIFORM IN APPEARANCE, ALL PLANTING AREAS SHALL BE TRUE TO GRADE WITHIN ONE INCH WHEN TESTED IN ANY DIRECTION WITH L 0-FOOT STRAIGHTEDGE, LANDSCAPE NOTE: SITE LANDSCAPING SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PURSUANT TO DBCC SECTION 8.14 MATERIALS AND LAYOUT NOTES: SHEET LEGEND: L-0.0 COVER SHEET L-1.0 OVERALL SITE PLAN L-1.1 LAYOUT MATERIAL LEGEND L-1.2 MATERIALS AND LAYOUT PLAN L-1.3 POOL TERRACE ENLARGEMENT PLAN L-1.4 SIDE YARDS ENLARGEMENT PLANS L-1.5 DETAILS L-1.6 DETAILS L-1.7 DETAILS L-2.0 PLANTING LEGEND L-2.1 TREE PLANTING PLAN L-2.2 SHRUB PLANTING PLAN L-2.3 LIGHTING PLAN 1. REFER TO AS -BUILT DRAWINGS FOR HORIZONTAL AND VERTICAL LAYOUT OF ALL SITE WALLS, DRIVEWAYS, SERVICE ROADS, AND FIRE ACCESS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD. 2. FOR FINAL DIMENSIONS OF BUILDINGS AND RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS 3. THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF SITE ELEMENTS INCLUDING PAVEMENT, WALKS, WALLS, FOOTINGS AND RELATED WORK PRIOR TO CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND SQUARE FOOTAGES ASSOCIATED WITH ALL PAVEMENT AND RELATED WORK. 5. VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO BEGINNING WORK. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 7. WHERE DIMENSIONS ARE CALLED "EQUAL," ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTER LINES. OTHERWISE, DIMENSIONS TO CENTER LINES ARE INDICATED. 8, ALL MEASUREMENTS ARE TO FACE OF BUILDING, WALL, CURB OR OTHER FIXED SITE IMPROVEMENT UNLESS OTHERWISE NOTED. 9. INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED. 10. PROVIDE EXPANSION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS, EXPANSION JOINTS SHOULD BE PLACED APPROXIMATELY EVERY 20 LF OR NO GREATER THAN 400SF OF PAVING. 11. ALL CURVE TO CURVE TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. ALL CURVILINEAR SITE ELEMENTS SHALL BE STAKED IN THE FIELD FOR LANDSCAPE ARCHITECTS REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12. STONE PAVING SHALL UTILIZE FULL STONE PIECES AND AVOID CUTTING, FINISH SURFACE OF STONES SHALL NOT HAVE GREATER THAN 1 /8" VERTICAL DIFFERENCE AND MEET ADA SLIP RESISTANCE STANDARDS. OPEN SPACE SQ FOOTAGE S Q FT TOTAL SITE AREA 54,218 TOTAL BUILDING 5,726 FOOTPRINT TOTAL HARDSCAPE AREA 7,538 (IMPERVIOUS) 731 POOL PROPOSED LANDSCAPE 22,627 EXISTING LANDSCAPE 17,596 (UNDEVELOPED SLOPE & EXISTING HEDGE) TOTAL LANDSCAPE AREA 40,090 (EXISTING + PROPOSED) OWNER: WILLIAM AND RENJIELYN LU 2234 INDIAN CREEK ROAD DIAMOND BAR, CA 91765 LANDSCAPE ARCHITECT: KMB DESIGN STUDIO 27001 LA PAZ ROAD STE 266B MISSION VIEJO, CA 92691 CONTACT: KARI M. BROONER (949) 446-4087 CIVIL ENGINEER: PRAXIS ENGINEERING 7350 EL CAMINO REAL, SUITE 202 ATASCADERO, CA 93422 CONTACT: YOSIMAR RAMOS DIRECT: (805) 592-2112 STRUCTURAL ENGINEER: LU RESIDENCE 2234 INDIAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS �PNDSCApF �co CROONER �9pC� * .CFP,)f1gS Mate KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 WWW.KMBDESIGNSTUDIO.COM CONSULTANTS SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE COVER SHEET ARCHITECT: THE WARNER GROUP ARCHITECTS, INC. 424 32ND STREET NEWPORT BEACH, CA 92663 CONTACT: MATT EWING (949) 200-9357 SOIL ENGINEER: 06/25/2025 DATE SHEET NO. L-0.00 Pano 1l) of Q" nnn' i.1 rrkl�r 229.51) (1 31.35) i i SITE PLAN: 1" = 10'-0" KEY NOTES OPROPERTY LINE OF PAVEMENT OF EXISTING STREET OEDGE OCENTER LINE OF EXISTING STREET OADJACENT LOTS / RESIDENTIAL OADJACENT DRIVEWAY ACCESS TO OTHERS OEXISTING PODOCARPUS GRACILIOR TO REMAIN PROPERTY LINE POOL ENCLOSURE FENCE OPROPOSED O$ EXISTING METAL FENCE TO MEET POOL ENCLOSURE REQ. OCISTERN REFER TO CIVIL ENGINEER O DRAINAGE OUTLET / DISSIPATER REFER TO CIVIL ENGINEER LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS DSCAP �4;) gR00NEly ,* SFP?fl7.ri *� Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA SYMBOL LEGEND: SYMBOL DESCRIPTION SYMBOL DESCRIPTION q CENTER LINE - PROPERTY LINE EQ EQUAL PA PLANTING AREA (POB) POINT OF BEGINNING R RADIUS POINT TBD TO BE DETERMINED TYP TYPICAL ALIGN CONTRACTION JOINT - - ROOT BARRIER 27 CONSTRUCTION KEY NOTE: - 4- CENTERLINE TW TOP OF WALL P-2 CONSTRUCTION CALLOUT: BW BOTTOM OF WALL FG FINISH GRADE FS FINISH SURFACE 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE OVERALL SITE PLAN 06/25/2025 DATE N 7m�mm� 0 5 10 20 - SHEET NO. L-1.0 PAVING KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL CONCRETE PAVING - 4" PEDESTRIAN TOP CAST DETAIL -, P-1 PER PLAN NATURAL GRAY SAWCUT PER CONTRACTOR SHEET L-1.5 SAWCUT PAVING #3 CONCRETE PAVING AT 6" VEHICULAR PER PLAN, TOP CAST DETAIL -, P 2 DRIVEWAY PAVING 3/8" TOP SEED PEBBLE NATURAL GRAY #5 SAWCUT PER CONTRACTOR SHEET L-1.5 CONCRETE PAVING AT 6" VEHICULAR TOP CAST DETAIL -, P-3 PER PLAN NATURAL GRAY SAWCUT PER CONTRACTOR SHEET L-1.5 MOTOR COURT PAVING MONOCIBEC #5 GREG DRAZIL DETAIL -, P-4 PORCELAIN PAVERS PORCELAIN 20" X39" X 20 MM AMALFI GRIP GROUT MODERN BUILDERS SUPPLY SHEET L-1.5 PIETRE NATURALI STONE COBBLE TBD 949-254-4962 DETAIL -, GREG DRAZIL P-5 STONE PAVING PAVER SET ON 4" X 8" GRAY SANDSTONE TUMBLED POLY MODERN BUILDERS SUPPLY SHEET L-1.5 CONCRETE SANDD 949-254-4962 DETAIL -, STONE TILE GREG DRAZIL P-6 STONE PAVING PAVER SET ON 12" X 24", 1/2" T GREYFELK PEWTER THERMALED GROUT MODERN BUILDERS SUPPLY SHEET L-1.5 CONCRETE TBD 949-254-4962 RANDOM GREG DRAZIL DETAIL -, P-7 STONE PAVING FLAGSTONE SET RANDOM, 2"+/- TUMBLED STERLING NATURAL GROUT MODERN BUILDERS SUPPLY SHEET L-1.5 SMOOTH PEBBLE ON CONCRETE SILVER NATURAL TBD 949-254-4962 P-8 PEBBLE 3/4" GLACIER SOUTHWEST BOULDER DETAIL -, SHEET L-1.5 AT EDGE OF HOUSE WWW.SOUTHWESTBOULDER.COM ARTIFICIAL ARTIFICIAL TURF TIGER TURF DETAIL -, P-9 TURF PER PLAN AT DRIVEWAY TBD PER MANUF. -- ARTIFICIAL TURF WAREHOUSE SHEET L-1.5 PERMASTRIP 1/8" X4", WWW. TIGERTURF.COM PERMALOC OR SIMILAR LANDSCAPE BLACK MILL DETAIL -, P-10 EDGING ALUMINUM EDGING 1/8" X 6" JOHN DEERE SUPPLY SHEET L-1.5 P-11 GRAVEL PAVING SMOOTH PEBBLE 3/8" SALT AND PEPPER CRUSHED, COORDINATE SOUTHWEST BOULDER DETAIL -, SHEET L-1.5 NATURAL DRAINAGE WWW.SOUTHWESTBOULDER.COM GREG DRAZIL DETAIL -, P-12 CURB STONE COBBLE CURB 4" X 8 GRAY SANDSTONE TUMBLED GROUT MODERN BUILDERS SUPPLY SHEET L-1.5 TBD 949-254-4962 FIELD LOCATE DETAIL -, P-13 BOULDERS LANDSCAPE BOULDERS APPROX. 18" - 42" BAJA CRESTA GRAY NATURAL W/ LANDSCAPE SOUTHWEST BOULDER SHEET L-1.5 WWW.SOUTHWESTBOULDER.COM ARCHITECT STABILIZED MIN. 2.5" THICK SOUTHWEST BOULDER DETAIL -, P-14 DECOMPOSED GRANITE LAYER DESERT GOLD NATURAL - SHEET L-1.5 DECOMPOSED GRANITE WWW.SOUTHWESTBOULDER.COM $" MINUS IN SIZE POOL AND SPA KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL FELIPE SANCHEZ PL-1 WATERLINE TILE PORCELAIN 3" X 9" BLUE GLOSSY TBD MISSION TILE WEST -- 949-515-8453 THERMALED GROUT GREG DRAZIL PL-2 POOL COPING STONE COPING 3" X 16" W, PER PLAN GREYFELK PEWTER TOP AND TBD MODERN BUILDERS SUPPLY -- RADIANT MICRO EASED EDGE 949-254-4962 PER FINEST FINISH BLENDS PL-3 POOL FINISH FUSION MICRO MIDNITE MANUF. -- UNIVERSAL CEMENT -- WWW.FINESTFINISHPOOLS.COM WATERLINE TILE PER PLAN/ PER GROUT FINEST FINISH BLENDS PL-4 LOWER WATER BASIN W/ MICRO RADIANT DETAIL MIDNITE MANUF. TBD UNIVERSAL CEMENT -- FUSION FINISH WWW.FINESTFINISHPOOLS.COM PL-5 INFINITY WATER EDGE PORCELAIN PER PLAN/ BLUE GLOSSY PER POOL CONTRACTOR -- WALL DETAIL PER FINEST FINISH BLENDS PL-6 BAJA LEDGE RADIANT FUSION PER PLAN MIDNITE MANUF. UNIVERSAL CEMENT FINISH WWW.FINESTFINISHPOOLS.COM RADIANT FUSION PER FINEST FINISH BLENDS PL-7 POOL STEPS FINISH PER PLAN MIDNITE MANUF. UNIVERSAL CEMENT -- WWW.FINESTFINISHPOOLS.COM THERMALED GREG DRAZIL PL-8 LOWER WATER BASIN STONE COPING 2" X 12" W, PER PLAN GREYFELK PEWTER TOP AND GROUT MODERN BUILDERS SUPPLY -- COPING EASED EDGE TBD 949-254-4962 PL-9 POOL BOND BEAM THIN STONE VENEER PER PLAN PEARL OYSTER RUBBLE, GTBDT GREG DRAZIL MODERN BUILDERS SUPPLY WALL WRAPPED EXPOSED NATURAL 949-254-4962 BOND BEAM WALL FENCE AND GATE KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL F-1 PERIMETER POOL METAL SIDEYARD 5'H PER PLAN POWDERCOATED METAL: TO MEET PER CONTRACTOR DETAIL 4, FENCE FENCE o METAL: BLACK 20% o 20 /o GLOSS POOL CODE SHEET L-1.4 F-2 PER HOA, TO MATCH DETAIL 4, PER CONTRACTOR NEIGHBORHOOD MODERN WOOD SPLIT 42" H, PER PLAN TO MATCH ARCHITECTURE STAINED & DECORATIVE FENCE RAIL FENCE SEALED SHEET L-1.4 ARCHITECTURE F-3 OUTDOOR SHOWER CUSTOM WOOD 6 H, PER PLAN TO MATCH ARCHITECTURE STAINED & TO MATCH ARCHITECTURAL PER CONTRACTOR DETAIL -, PRIVACY FENCE FENCE SEALED SCREEN SHEET L- METAL: G-1 SIDEYARD GATES CUSTOM WOOD AND 5'H PER PLAN AND TBD TBD -- PER CONTRACTOR DETAIL 3, METAL ENTRY GATES DETAIL WOOD: SHEET L-1.4 SELF CLOSING & SELF TBD PER CONTRACTOR DETAIL 5, C'-2 METAL GATE POWDERCOATED 5'H PER PLAN METAL: TO MEET LATCHING POOL GATE METAL: BLACK 20% 20% GLOSS POOL CODE SHEET L-1.4 STAIRS AND WALLS KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL S-1 CONCRETE STAIRS AT POURED IN PLACE TOP CAST PER CONTRACTOR DETAIL 13, SIDEYARD 6" H TYP STAIR, PER PLAN NATURAL GRAY SHEET L-1.6 CONCRETE STAIRS #3 CONCRETE STAIRS POURED IN PLACE 6" H TYP STAIR, PER PLAN, TOP CAST GREG DRAZIL DETAIL 14, S-2 WITH BOULDERS AT CONCRETE STAIRS WITH BOULDERS SIZE TBD NATURAL GRAY #3 - MODERN BUILDERS SUPPLY SHEET L-1.6 SIDEYARD BOULDERS 949-254-4962 GREG DRAZIL 14" W STAIR TREADS, S-2 GARDEN STAIRS WOOD LANDSCAPE TIMBER OMIT H CHATTED TOP STONE TREAD DETAIL 15, STAIRS WITH DG WALL, PER DE1HIL 949-254-4962 S-4 STAIRS AT POOL POURED IN PLACE 16" W STONE STAIR CHATTED TOP STONE TREAD GREG DRAZIL DETAIL 19, CONCRETE STAIRS W/ TREADS, WITH 6" STONE TBD FACE MODERN BUILDERS SUPPLY SHEET L-1.8 TERRACE STONE STAIR TREAD TREAD FACE, PER DETAIL EDGE AND 949-254-4962 RETAINING PLANTER CMU BLOCK WITH PER PLAN STUCCO:TO MATCH STUCCO: TO MATCH CONTRACTOR TO DETAIL 18, W-1 WALL AT STUCCO FINISH OR 18" MIN TO 4' MAX ARCHITECTURE ARCHITECTURE CONCRETE: COORDINATE WATERPROOFING, DRAINAGE PER CONTRACTOR SHEET L-1.7 POOL TERRACE BOARD FORMED CONCRETE: NATURAL GRAY BOARDFORM AND ENGINEERING CMU BLOCK WITH PER PLAN STUCCO:TO MATCH STUCCO: TO MATCH CONTRACTOR TO GREG DRAZIL DETAIL 18, W-2 RETAINING WALL STUCCO FINISH ARCHITECTURE ARCHITECTURE COORDINATE MODERN BUILDERS SUPPLY WITH CAP AND STONE CAP 18" MIN TO 4' MAX CAP: GREYFELK PEWTER STONE: GREYFELK PEWTER WATERPROOFING, DRAINAGE 949-254-4962 SHEET L-1.7 AND ENGINEERING DETAIL 24, CMU BLOCK WRAPPED PER PLAN STONE:PEARL OYSTER STONE: NATURAL CONTRACTOR TO COORDINATE GREG DRAZIL W-3 STONE RETAINING WALL WITH THIN STONE 2' MIN TO 4' MAX RUBBLE RUBBLE VENEER WATERPROOFING, DRAINAGE MODERN BUILDERS SUPPLY SHEET L-1.6 VENEER AND ENGINEERING 949-254-4962 BATTERED NATURAL 3' H MAX, PER BOULDERS: BAJA CONTRACTOR TO SOUTHWEST BOULDER & W-4 BOULDER WALL BOULDER GRAVITY WALL PLAN CRESTA GRAY NATURAL COORDINATE DRAINAGE STONE AND ENGINEERING PILASTER KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL CMU BLOCK WITH THIN GREG DRAZIL DETAIL 3, PS-1 PILASTER STONE VENEER 6' H PER PLAN PEARL OYSTER RUBBLE VENEER GROUT: TBD MODERN BUILDERS SUPPLY SHEET L-1.4 949-254-4962 METAL KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL GR-1 GUARDRAIL METAL GUARDRAIL 42" H POWDERCOATED o METAL: o 20 /o GLOSS REFER TO STRUCTURAL ENGINEER PER CONTRACTOR DETAIL 10, SHEET L-1.5 METAL: BLACK 20 /0 M-1 REFER TO STRUCTURAL ENGINEER PER CONTRACTOR DETAIL 15, METAL HANDRAIL W/ PICKET AT CUSTOM METAL 36" H POWDERCOATED METAL: HANDRAIL METAL: BLACK 20% 20% GLOSS SHEET L-1.7 FAMILY TERRACE SITE FEATURES KEY ITEM MATERIAL SIZE COLOR FINISH REMARKS VENDOR DETAIL CMU BLOCK WITH PER PLAN/DETAIL COUNTER: COUNTER: MATTE HOMEOWNER TO SF-1 BUILT IN BBQ COUNTER STUCCO COUNTER MANUFACTURED SLAB PROVIDE APPLIANCES AT POOL TERRACE FINISH. SLAB TOP & BOTTOM SAWN W/ OR PIP CONCRETE STUCCO: TO MATCH COUNTEROPT SNAPPED ENDS, 3-5-7-9-11 ARCHITECTURE CONTRACTOR TO DETAIL 1, TBD STUCCO FINISH TO INSTALLATION OF SHEET L-1.4 APPLIANCES: BBQ, MATCH ARCHITECTURE APPLIANCES, GAS AND BURNERS, FRIDGE, SINK, ELECTRIC STORAGE STONE VENEER: STONE: TUMBLED CMU BLOCK WITH THIN PER PLAN/DETAIL PEARL OYSTER RUBBLE HOMEOWNER TO STONE: SF-2 BUILT IN BBQ COUNTER STONE FINISH AND PROVIDE APPLIANCES GREG DRAZIL AT FAMILY TERRACE MANUFACTURED STONE: RUBBLE THIN COUNTER: COUNTER: MATTE MODERN BUILDERS SUPPLY COUNTERTOP SLAB VENEER MANUFACTURED SLAB CONTRACTOR TO 949-254-4962 DETAIL 1, OR PIP CONCRETE COORDINATE LIGHTING SHEET L-1.4 APPLIANCES: BBQ, HIBACHI, STORAGE CMU BLOCK W/ THIN PER PLAN AND DETAIL STONE VENEER: PEARL TBD REFER TO STRUCUTRAL PER CONTRACTOR SF-3 STONE VENEER OYSTER ENGINEERS DETAILS DETAIL 23, FIREPLACE FIREPLACE AND HEARTH SHEET L-1.7 SEAT WITH STONE CAP STONE CAP: LANNON PEWTER BLACK TO REFER TO STRUCUTRAL SF-4 FREESTANDING POWDERCOATED 9' H, PER PLAN MATCH POWDERCOAT, ENGINEERS DETAILS, PER CONTRACTOR SHADE STRUCTURE ALUMIN ARCHITECTURE BLACK COORDINATE ELECTRICAL SF-5 FIRE PIT MADEFORM CONCRETE 48" ROUND CUSTOM COLOR SMOOTH MADEFORM ANDREW NOBLE 3, SHEET SHEET L-1.8 CUSTOM COLOR 949-933-9536 COORDINATE SF-6 POTS TBD TBD TBD -- DRAINAGE & -- -- IRRIGATION MATERIAL IMAGES M t: y � t 01 THIN STONE WALL & PILASTER VENEER COLOR: PEARL OYSTER FINISH: TUMBLED, RUBBLE - DRIVEWAY STONE COBBLE PAVING (4X8) COLOR: GRAY SANDSTONE FINISH: TUMBLED F -- T 9 NATURAL BOULDER WALL COLOR: BAJA CRESTA GRAY FINISH: NATURAL TUMBLED IF DRIVEWAY AND WALKWAY CONCRETE PAVING COLOR: NATURAL GRAY FINISH: TOP CAST STONE TILE PAVING & WALL CAP COLOR: GREYFELK PEWTER FINISH:FLAMED SYMBOL LEGEND: SYMBOL DESCRIPTION "il CENTER LINE EQ EQUAL PA PLANTING AREA R- -- RADIUS POINT TBD TO BE DETERMINED TYP TYPICAL CONTRACTION JOINT — — ROOT BARRIER - _c_ - CENTERLINE PROPERTY LINE (POB) POINT OF BEGINNING TW TOP OF WALL BW BOTTOM OF WALL FIG FINISH GRADE FS FINISH SURFACE ALIGN 27 CONSTRUCTION KEY NOTE: P-2 CONSTRUCTION CALLOUT: KEY NOTES OPROPERTY LINE OEDGE OF PAVEMENT OF EXISTING STREET OCENTER LINE OF EXISTING STREET OADJACENT LOTS / RESIDENTIAL OADJACENT DRIVEWAY ACCESS TO OTHERS OEXISTING PODOCARPUS GRACILIOR TO REMAIN OPROPOSED PROPERTY LINE POOL ENCLOSURE FENCE O$ EXISTING ROD IRON FENCE TO MEET POOL ENCLOSURE REQ. OCISTERN REFER TO CIVIL ENGINEER O DRAINAGE OUTLET / DISSIPATER REFER TO CIVIL ENGINEER �k NOTE: PILASTER FOR COURTYARD GATES PART OF "OPEN FENCE" GATE WILL BE CONSTRUCTED OF OPEN METAL AND COMPOSITE WOOD. POOL TERRACE PORCELAIN PAVING COLOR: AMALFI FINISH: GRIP LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS �PNDSCAP C<<Q 0RO0NER 9p N � ul U f * gFcgnqs *i Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 WWW.KMBDESIGNSTUDIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA Ir�►z�a►z�:�•r 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE LAYOUT MATERIAL LEGEND 06/25/2025 DATE SMOOTH PEBBLE COLOR: GLACIER FINISH: TUMBLED FLAGSTONE PAVING COLOR: TUMBLED STERLIVING SILVER FINISH: TUMBLED -SHEET NO. L-1 ol D rd of QQ SYMBOL LEGEND: SYMBOL DESCRIPTION CENTER LINE EQ EQUAL PA PLANTING AREA RADIUS POINT TBD TO BE DETERMINED TYP TYPICAL CONTRACTION JOINT — — ROOT BARRIER - - CENTERLINE PROPERTY LINE ` 1 2 9.6 3 \.. v 9 99 P/L o N 50 9 5 W II N 50 29 57 W 33.09) F-1 I = 233.0 w _ 4) , F-1 0 PA 1 30� o �� _ W-4 (12 43) o ��� c l P-1 _ A Q Lu PA l l v uJ _ / - S-1 P-13 S-1 G-2 �A ; P-1 x c'7 � �8, N , 111 - -- 4 � P-13 1 2 30. 1 GR-1 a P-1 Aso �OD 2 3'- PA ® � z P-10 W-2 P-1 1 ' 12' W-2 � P-8 S-1 4 co h - — — SF-6 GR-1 GR-1 % 4' HIGH MAXIMUM RETAINING WALL I b °� :•:-� P-10 PA 4' Ez_ o M-1 PRIVATE STREET EASEMENT _�� 30' MI FR NTY RD SETB CK P PA �\ � 2 5 _ GARAGE Lo 3 )NO %N - 1227.90 GFF P 2 11 0o P-1 a ) N = A P L-9 P-4 W-4 -::�-° N �PA PA — F_2 4 HIGH MAX WALL 4' 5' i — (72,30 Lf)—,4--- 11 PA 'v 64) O ® LJ PL-5 GREENBELT P-b = = 16 $' EASEMENT P 5 -- - � ri �W PL-8 0 ' l b" 3'-6" 5 % �' '1) P P-12 a 9 TYP L PA POOL Lu a ) ° ° PL-3 a �I , c�g — — --- — ---- M �"�""� 1 3'-6" I �" 36'-2" 36 g = a - a P-b E Y N ::: I o RESIDENCE PL-7 PL-1 W ��� I I ° ° a 9 -6„ L. PL-4 o 9 -- a 16'-3" b' 1 4 (2 '� / ENTRY RIVE I 1216.00 FF 20'-9' 0�° 4 �) Z 230 .i / - o 8 7 _ I P 3 P-4 PA Q P-2 a P-5 00 \ BAJA PL-9 P-7 I SPA Ed PA PA u El ® 4'-2" �� 1 �0 0 4' HIGH MAX 28.00 FF o 0 0 Z o ) RETAINING WALL P-10 (12 31) P-8 - 1 I 5 6' P-5 I P-12 11'-3" 3'-b" 3' - I 1 W-3 ��� Lu o �• L! LL =_-- -- - -� -_- ---- - I I 1;=1��77 'r^� W-4 I V � � - _ I I I Lu IL c`' "' PA p L -- 4'1/4� - I 0 13'-7" 10'-91, (7 231El . 17 I 3' F- � 1' +i II W 3 / �N Ln P-8 11227.90 GFF 0 o r� A _ II SF-4 II 1 7. 7 7 7 3 o PA PA o GARAGE 19 PA co F-2 `l) PA II II N I � SF-b SF-7 iI L d 7, P-13 a j II -I — — — — - - - — O F-3 1 1" PA W-1 SF-1 14'-10" -8' / 4' HIGH MAXIMUM RETAINING WALL P-14 I W-2 = % o P-b P-10 PA PA PA / a 20'-2" G-4 PA P-11 W-4 4' HIGH MAX WALL PA P-1 G-2 S-1 P-8 ® _______— —•_--- PA W-2 26'-10" I \ G-1 PA P-11 W-3--------------- I � � g . 5 3) w-2 PA — i 231 1 32 — PA PA o P-1 O 4' HIGH MAXIMUM P-1 S-1 RETAINING WALL 10 2� 6' `S-2" _ PA 16 N 4' HIGH MAXIM W-2 P-10 P-13 �/ RETAINING WALL SF-3 S-2 P-13ro I (1 3 — _ I -� — b .5 z— = F-1 (1231 5 7 F-1 1 793.9L (7 20 5 3�32) I I — o o Q 1 1 g R —__ - N ° 7g (1232° 0 7 i I �1 _____�, 6 4 8 93 3 g - IN A - I 2 1 9 ______ -- - - _ _ � g - I i 8 -----_-----___� � P L 0--_-________ �� 'fig c' 4 — _____o (1 19 9 4 P/L 'V 5� N TW BW FG FS 1203 0 (72o2,�>j TOP OF WALL BOTTOM OF WALL FINISH GRADE FINISH SURFACE (POB) POINT OF BEGINNING ALIGN 27 CONSTRUCTION KEY NOTE: P-2 CONSTRUCTION CALLOUT: (1195. 019 i IR i 14 Lu ■ V) 0 Lu Lu ■ ■ LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS K _VM DESIGN STUDIO �PNISCgpF �� CROONER �9,p� gna u,e * SEP2 a Dade e KART M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 WWW.KMBDESIGNSTUDIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25 25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE LAYOUT MATERIAL PLAN (FRONT) 06/25/2025 DATE -SHEET NO. L-1 02 Pnno r l of QQ SITE PLAN: 1/8" = 1'-0" --- - N 4 8 16 7WIIIIIIMM� 0 SYMBOL LEGEND: P SYMBOL DESCRIPTION WP PA i CENTER LINE \ Q EQ EQUAL L I PA PLANTING AREA PA _ I \ R RADIUS POINT OQ TBD TO BE DETERMINED 18'_8„ L-9 TYP TYPICAL _ \ CONTRACTION JOINT 1-O — — ROOT BARRIER CENTERLINE o L-8 P PROPERTY LINE � L TW TOP OF WALL \ I BW BOTTOM OF WALL UU�A = L-4 FG FINISH GRADE FS FINISH SURFACE �II IIII I 9 -2 (POB) POINT OF BEGINNING 1 11 4' HIGH MAX — — 8" 8' RETAINING WALL ALIGN ' PA 27 CONSTRUCTION KEY NOTE: N L-4 �� 2'-6" 1 ' P-2 CONSTRUCTION CALLOUT: 6- _ L5 1001, 'Ao C P �. co o �Q I \ \ III \ � O 4" 161-3„ \ 15' 6'-6" IIII - POOL ERRACE \ O TERRACE PA a PA --------� � P_4 aQ 4' 7„ I � t L 7 � i W-3 \ Lo I I \ • 16' S-4 I 4' HIGH MAX 8'-4" 3' 6'-4" • RETAINING WALL . M-2 - _ O 5' 6" w 3 jl PA 7 -3 13'- 73 -8 10'-9" —� Ip I Ll 3 1' II II II II P PA II F-4 II PA � I I I I PA I -13 II II II DINING TERRACE II O � II P_4 I I II PA / -13 I 00 ° 5'-4" �' 14,_ 10" 2,_8„ � 41 PA PA W-4 4' P 4' HIGH MAX Q �v RETAINING WALL I I / - 5' 3' 6" SF-1 c� W-3 I \ 26'-10" - cP' as � \ a Q a --- -- --� a PA a -13 POOL TERRACE ENLARGEMENT PLAN: 1/4" = 1'-0" 16' W-3 1 ' 3' 4' I I Q M-1 W-4 L-8 L-9 0 3'-2" 8' 16" 1 1 '-6" 20'-6" 5'-4" W_3 � CD +TW1216.5 ;o +TC1216.5 �O +TC1216.5 �O _ +TS1216 +TW1216 M M `p I }I CV 04 N + B W1214 28'_4" 7' 3,_6„ l , 4,_4„ S-4 N N _113 POOL TERRACE SECTION: 1/4" = 1'-0" L-4 0 4 8 16 L-2 L-5 POOL L-3 - 0 N 16" 16' L-7 P L-1 �o CV 7' 1 ' 15' 5'-6" 5" o� � BAJA L-6 SPA El LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS KART M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM � CONSULTANTS - SUBMITTALS &REVISIONS � DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE POOL ENLARGEMENT SHEET NO. O6/25/2025 DATE - L-1.3 SYMBOL LEGEND: 1 MAXIMUM RETAINING WALL 4' HIGH MAXIMUM RETAINING WALL FAMILY TERRACE ENLARGEMENT 1/4" = 1'-0" 4' HIGH MAXI ADU TERRACE ENLARGEMENT 1/4" = 1'-0" KEY NOTES OPROPERTY LINE 4' HIGH MAXIMUM RETAINING WALL SYMBOL N EQ PA R+-_�' TBD TYP (POB) DESCRIPTION CENTER LINE EQUAL PLANTING AREA RADIUS POINT TO BE DETERMINED TYPICAL CONTRACTION JOINT ROOT BARRIER CENTERLINE PROPERTY LINE POINT OF BEGINNING ALIGN CONSTRUCTION KEY NOTE: CONSTRUCTION CALLOUT: LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS �gR00NE_ � RF Q N C"7 ,* SFP?fl7.ri *� Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE SIDEYARD ENLARGEMENTS 06/25/2025 DATE N - SHEET NO. L-1 04 STONE COBBLE PAVER EVENLY SPACED PER CONTRACTOR A 1"11"11"1,1 \ / ^ I FENCE ELEVATION CONCEPT IMAGE DECORATIVE WOOD RAIL J4"x8" STONE COBBLE PAVER PER FINISH SCHEDULE 2 1" THICK SAND SETTING BED 3 4' MIN CLASS II BASE PER SOILS REPORT 4 COMPACTED SUBGRADE PER SOILS REPORT 5 6" MIN. CONCRETE SUBBASE 6 FINISH GRADE PER PLAN DETAIL LEGEND J3/16" SAWCUT CONTROL JOINT, 1/4 DEPTH OF PROPOSED CONCRETE, 5' O.C. UNLESS NOTED. O3/8" - 9/16" EXPANSION JOINT,1/4" RADIUS EDGE, 15'O.C. OR WHERE ABUTTING STRUCTURES, WATER FEATURES, WALLS, STEPS OR OTHER MAJOR DESIGN FEATURES 3O4" NOMINAL. CONCRETE PAVING, COLOR AND FINISH PER MATERIALS LEGEND. MIX DESIGN SHALL BE 3,000 PSI VERIFY GEOTECHNICAL REPORT. J4" MIN. CLASS II AGGREGATE BASE JCOMPACTED SUB -GRADE PER SOILS REPORT s FINISH GRADE 2" @ SHRUB AREAS WIDTH PER PLANS #3 STEEL 18" O.C. E.W.; VERIFY SOIL ENGINEER'S RECOMMENDATIONS AND 'R' VALUE TESTING. SECTION 4 6] (3 END SECTION FAA CONCRETE PAVING - PEDESTRIA J2X8 HORIZONTAL WOOD RAIL, CEDAR OR APPROVED EQUAL PER HOMEOWNER J6X6 WOOD POST, SPACING PER CONTRACTOR, TO FIELD VERIFY WITH LANDSCAPE ARCHITECT 3 1/4X5 FLAT BAR METAL CAP 4 1/4X6X6 FLAT BAR METAL CAP NOTES: POST FOOTING PER CONTRACTOR ALL WOODWORK TO BE STAINED OR SEALED. FINAL WOOD SELECTION PER HOMEOWNER. ALL METAL TO BE POWDERCOATED, SEE FINISH SCHEDULE. C ) 5'H METAL FENCE DETAIL LEGEND J�ONTROL,JOINT!" RADIUS TOOLED EDGE DEEP, 5O.C. UVES NOTED. O1" FOAM EXPANSION JOINT!" RADIUS OOLED EDGE 15O.C. OR INHERE ABUTTING STRUCTURES, O6" NOMINAL. CONCRETE PAVING, COLOR Q� AND FINISH PER MATERIALS LEGEND. MIX DESIGN SHALL BE 4,000 PSI MIN. VERIFY GEOTECHNICAL REPORT. O4" MIN. CLASS II AGGREGATE BASE DCOMPACTED SUB -GRADE PER SOILS REPORT s FINISH GRADE 2" @ SHRUB AREAS 7 WIDTH PER PLANS #3 STEEL 18" O.C. E.W.; VERIFY SOIL 6 ENGINEER'S RECOMMENDATIONS AND'R' VALUE TESTING. NOTE: CONTRACTOR SHALL INSTALL EXPANSION JOINTS WHERE PAVING MEETS ARCHITECTURAL ELEMENTS OR OTHER HARDSCAPE FEATURES SECTION 5 ND SECTION CONCRETE PAVING - VEHICULAR JCONCRETE5"' H METAL FENCE, SET POST IN FOOTING, POWDER -COATED TO MATCH ALL OTHER METAL ON SITE J1/2" X 1-1/2" TOP RAIL 3 1 1/2" SQ. STEEL BOTTOM RAIL 4 5/8" SQ. STEEL PICKET 5 2" SQ. STEEL POSTS CONCRETE FOOTING PER CONTRACTOR J NOTE: ALL METAL WORK TO BE METALIZED AND POWDER -COATED "' FENCE SHALL MEET ALL CITY OF DIAMOND BAR POOL CODES ARTIFICIAL TURF BAND 5' H SINGLE POOL GATE steel edging - dg & planter OSTONE COBBLE CURB, SEE MATERIAL LEGEND OSTONE COBBLE PAVER PER MATERIAL LEGEND 3 MORTAR SETTING BED 4 6" MIN. CONCRETE SUBBASE 5 4" MIN. CLASS II AGGREGATE BASE s COMPACTED BASE COURSE AND SUBGRADE PER SOILS REPORT OFINISH GRADE STONE COBBLE CURB - VEH I 1 (2 CV AV ///// i a a c �� qM � m � m -m m a a a 4 5 3 STONE COBBLE PAVER steel edging - dg & planter I OARTIFICIAL TURF, REFER TO MATERIALS LEGEND 2OPOURED IN PLACE CONCRETE PAVING AT MOTORCOURT REFER TO MATERIAL LEGEND J COMPACTED BASE COURSE AND SUBGRADE PER SOILS REPORT OINSTALL FILTER FABRIC UNDER TURF OSTONE PAVING REFER TO MATERIAL LEGEND J5'H SINGLE METAL GATE, SET POST IN CONCRETE WALL PER STRUCTURAL ENGINEER, POWDER -COATED TO MATCH ALL OTHER METAL ON SITE OSELF CLOSING HINGES, TWO TOTAL PER GATE ATTACHED TO POSTS, POWDER -COATED TO MATCH OLOCKABLE GATE LATCH INSTALLED ON POOL SIDE OF GATE,INSTALL MIN. 3" FROM TOP OF GATE O1 1/2" TUBULAR STEEL FRAME J3/4" X 3/4" SQUARE TUBULAR STEEL PICKET O1 1/2" X 1 1/2" TUBULAR STEEL POSTS NOTE: ALL METAL WORK TO BE POWDER -COATED FOOTINGS TO MATCH CITY OF YORBA LINDA STANDARD FENCE DETAIL. GATE SHALL MEET ALL CITY OF YORBA LINDA POOL CODES O4"x8" STONE COBBLE PAVER PER FINISH SCHEDULE 2 1" THICK SAND SETTING BED 3 4' MIN CLASS II BASE PER SOILS REPORT 4 COMPACTED SUBGRADE PER SOILS REPORT 5 6" MIN. CONCRETE SUBBASE s FINISH GRADE PER PLAN LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS DSCA eR00NERF0,p�y U o, r" —Q N� Dare KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 WWW.KMBDESIGNSTUDIO.COM CONSULTANTS SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUM17AL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE DETAILS -SHEET NO. 06/25/2025 DATE L-1 05 LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA n n BUILT IN BARBEQUE COUNTER AT FAMILY TERRACE A O6X8X12 CMU BLOCK BBQ AND BAR COUNTER. CMU TO PAINTED WITH SW 7069 IRON ORE WHERE WOOD PANELS ATTACH. 1'/2' X 1", D AND BETTER CLEAR DOUGLAS FIR PAINTED WITH SW 7069 IRON ORE. ATTACHED TO 3/4" -1" MARINE LAYER PLYWOOD PAINTED WITH SW 7069 IRON ORE WITH 1 -5/8" - 2" SCREWS. OPIP CONCRETE COUNTER BASE WITH SOLID SURFACE MANUFACTURED SLAB WITH WATERFALL EDGE, REFER TO MATERIALS LEGEND 3O20" LYNX PROFESSIONAL POWER BURNER, LPB O13" PROFESSIONAL SINGLE SIDE BURNER FOR BUILT-IN GRILLS, LSB1-3 O30" COOKTOP ASADO BY LYNX BUILT-IN, L30AG O18" PROFESSIONAL SINK BY LYNX, LSK18 WITH FAUCET OCLASSIC LYNX TRASH AND RECYCLE BIN, L20TR 8O30" CLASSIC DOOR AND DRAWER COMBO, LSA30 O18" CLASSIC SINGLE ACCESS DOOR LEFT HINGE, LDR18L 10 ALL ELECTRICAL OUTLETS LOCATED UNDERNEATH COUNTER 11 GUARDRAIL, REFER TO MATERIALS LEGEND NOTE: ELECTRICAL CONNECTION FOR POWER SUPPLY CORD ON POWER BURNER, SIDE BURNER AND FLAT COOKTOP TO BE LOCATED INSIDE BBQ COUNTER ON REAR WALL WITH A MAXIMUM DISTANCE OF 2' BENEATH SOLID BOTTOM SUPPORT OF UNIT CONTRACTOR TO SUPPLY ELECTRICAL CONNECTION. ELECTRICAL SUPPLY PER BBQ AND PIZZA MANUF. RECOMMENDATION COUNTER TOP SLAB SHALL BE FORMED TO FIT EXACT SPECIFICATIONS OF POWER BURNER, SIDE BURNER, FLAT COOKTOP, SINK AND CMU WALLS AS CONSTRUCTED CONTRACTOR TO VERIFY THAT POWER BURNER, SIDE BURNER, FLAT COOKTOP, SINK, TRASH AND DOORS WILL FIT W/ PROPER CLEARANCES PRIOR TO INSTALLATION OPOURED IN PLACE CONCRETE STAIRS AT SIDEYARD - 6"H TYP. STAIR 2 STONE PAVING PER MATERIALS LEGEND 3 RETAINING WALL WITH CAP 4 RETAINING WALL 5 FINISH GRADE s CONCRETE FOOTING PER STRUCTURAL ENGINEER 7 COMPETENT SUBGRADE s 4" DIA. PERFORATED SDR 35 PVC PIPE WITH 3/4" CRUSHED ROCK WITH'MIRAFI' FILTER FABRIC, CONNECT TO SUBSURFACE DRAINAGE SYSTEM OWATERPROOFING PER STRUCTURAL ENGINEER 1 o PLANTING AREA 11 42" H METAL HANDRAIL NOTE: REFER TO STRUCTURAL ENGINEER'S PLANS FOR FOOTING AND REINFORCEMENT DETAIL REFER TO SOILS REPORT FOR REINFORCEMENT REQUIREMENT REFER TO CONSTRUCTION SCHEDULE FOR ALL MATERIALS FINISHES. 91765 WILLIAM & RENJIELYN LU HOMEOWNERS K '-VM DfSICh S1UD10 DSCAP �4;) , gR00NE_ it SFP ?m. Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS — DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE DETAILS 06/25/2025 DATE STAIRS/WALLS AT NORTH - SHEET NO. L-1 06 DETAIL LEGEND O6X8X12 CMU BLOCK BBQ AND BAR COUNTER. CMU TO PAINTED WITH SW 7069 IRON ORE WHERE WOOD PANELS ATTACH.1Yz" X 1", D AND BETTER CLEAR DOUGLAS FIR PAINTED WITH SW 7069 IRON ORE. ATTACHED TO 3/4" -1" MARINE LAYER PLYWOOD PAINTED WITH SW 7069 IRON ORE WITH 1 -5/8" - 2" SCREWS. OPIP CONCRETE COUNTER BASE WITH SOLID SURFACE MANUFACTURED SLAB WITH WATERFALL EDGE AND ACCENT TILE O42" LYNX PROFESSIONAL BUILT-IN GRILL WITH ALL TRIDENT INFRARED BURNERS AND ROTISSERIE, L42ATR O18" PROFESSIONAL SINK BY LYNX, LSK18 WITH FAUCET OCLASSIC LYNX TRASH AND RECYCLE BIN, L20TR O30" CLASSIC DOOR AND DRAWER COMBO, LSA30 O18" CLASSIC SINGLE ACCESS DOOR LEFT HINGE, LDR18L D24" LYNX PROFESSIONAL TWO DRAWER FRIDGE, LN24DWR GALL ELECTRICAL OUTLETS LOCATED UNDERNEATH COUNTER DPER CMU BLOCK WALL WITH STONE VENEER MATERIALS LEGEND 11 ADJACENT PLANTING AREA 12 ADJACENT PAVING 13 ADJACENT STAIRS 14 RETAINING WALL PER MATERIALS LEGEND NOTE: ELECTRICAL CONNECTION FOR POWER SUPPLY CORD ON BBQ TO BE LOCATED INSIDE BBQ COUNTER ON REAR WALL WITH A MAXIMUM DISTANCE OF 2' BENEATH SOLID BOTTOM SUPPORT OF UNIT CONTRACTOR TO SUPPLY ELECTRICAL AND GAS CONNECTION. ELECTRICAL AND GAS SUPPLY PER BBQ MANUF. RECOMMENDATION COUNTER TOP SLAB SHALL BE FORMED TO FIT EXACT SPECIFICATIONS OF BBQ, AND CMU WALLS AS CONSTRUCTED CONTRACTOR TO VERIFY THAT BBQ GRILL, FRIDGE, BURNERS, SINK, TRASH AND DOORS WILL FIT W/ PROPER CLEARANCES PRIOR TO INSTALLATION DETAIL LEGEND OPOLISHED CONCRETE FIREPIT BOWL !'BEACH BUFF MEXICAN PEBBLE 2 5'-8" 1'-3" 3'-6" 2'-2" 1'-8" 1'-1" 1'-4" 1' D GASLINE TO BE PROVIDED BY co CONTRACTOR 1 4' +BW1215 +TW1 219.5 NOTE: CONTRACTOR SHALL PROVIDE GAS LINE TO FIREBOWL CONTRACTOR TO FOLLOW ALL 10 MANUFACTURERS RECCOMMENDATION FOR INSTALLATION OF FIREBOWL UNIT. THE DRAWINGS INDICATE THE DESIGN n O O INTENT OF THE FIREPLACE. CONTRACTOR TO PROVIDE A FULLY OPERATIONAL SYSTEM. PRECAST-FIREPIT PLAN VIEW STAIRS AT COURTYARD n i a a PLAN 0 STEPS WITH BOULDERS 0 STAIR SECTION B STAIR ELEVATION A SECTION v 5-2" 1 METAL HANDRAIL, M-2 2 STONE TILE PAVER SET ON CONCRETE 3 POOL BOND BEAM WALL 4 PORCELAIN PAVER DSTONE STAIR TREAD 2" X 16" PER MATERIAL LEGEND OSTONE STAIR TREAD FACE PER MATERIAL LEGEND ORETAINING WALL WITH STONE VENEER PER MATERIAL LEGEND 8 COMPACTED BASE COURSE 9 COMPETENT SUBGRADE in 3W x 9" 1N PI AT RAP HANDRAIL ULAR POST CONCRETE PAVING FLAGSTONE STEPS STONE VENEER PER FINISH SCHEDULE BOULDERS SET IN CONCRETE #3 STEEL DOWEL EMBED BOTH SIDES EXPANSION JOINT COMPACTED BASE COURSE. COMPETENT SUBGRADE. NOTE: CONTRACTOR TO COORDINATE LIGHTING & DRAINAGE. 2'-8" A PLAN A 14'-10" I, 0 Y CONCEPT IMAGES BUILT IN BARBEQUE COUNTER AND BAR ISLAND AT POOL TERRACE BUILT IN FIREPLACE 6' 2' 9 11" I. 54' 14 :oir. ci J N_ N Q0 + + N N N Cp /A\ DETAIL LEGEND OFIREPLACE WITH NATURAL STONE VENEER DSTONE SLAB FIREPLACE HEARTH, REFER TO MATERIALS LEGEND OSUPERIOR VRE 4600 VENT FREE FIREPLACE INSERT, INSTALLED PER MANUFACTURERS RECOMMENDATIONS. (JICMU BLOCK GARDEN WALL WITH STUCCO FINISH TO MATCH ARCHITECTURE 5 LANTING AREA BEYOND WALL s LANTING AREA AT ADU TERRACE GRADE NOTE: CONTRACTOR TO PROVIDE GAS CONNECTION TO FIREPLACE. CONTRACTOR TO FOLLOW ALL MANUFACTURERS RECOMMENDATION FOR INSTALLATION OF FIREPLACE UNIT. THE DRAWINGS INDICATE THE DESIGN INTENT OF THE FIREPLACE. CONTRACTOR TO PROVIDE A FULLY OPERATIONAL SYSTEM. REFER TO STRUCTURAL ENGINEERS DRAWINGS LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS DSCA 44;) g0 NE, Q N C"7 it SFP?n?.5 Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS — PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB maze .,,. REGISTRATION -SHEET TITLE DETAILS - SHEET NO. 06/25/2025 DATE L-1 07 TREES SYM. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS R4 PLANT MATERIAL SPECIFICATION Y QUERCUS AGRIFOLIA COAST LIVE OAK 36" BOX 4 LOW MULTI -TRUNK FULL SPECIMEN - SELECTED WITH LANDSCAPE ARCHITECT 0 SCHINUS MOLLE CALIFORNIA PEPPER TREE 60" BOX 3 LOW MULTI -TRUNK FULL SPECIMEN - SELECTED WITH LANDSCAPE ARCHITECT ARBUTUS 'MARINA' - MULTI MARINA STRAWBERRY TREE 48" BOX 3 MOD MULTI -TRUNK FULL SPECIMEN - SELECTED WITH LANDSCAPE ARCHITECT Y OLEA EUROPAEA "SWAN HILL" SWAN HILL OLIVE TREE 48" BOX 5 LOW MULTI -TRUNK FULL SPECIMEN - SELECTED WITH LANDSCAPE ARCHITECT • CERCIS CANADENSIS FOREST PANSY EASTERN REDBUD 24" BOX 6 MOD LOW BRANCHING 'FOREST PANSY' (PINK) CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX 3 LOW LOW BRANCHING 0 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 'KAY PARRIS' • PRUNUS ILICIFOLIA SSP LYONII CATALINA CHERRY OCITRUS SPECIES DWARF BEAR'S LIME DWARF MEYER LEMON EXISTING PODOCARPUS HEDGE TO REMAIN IN PLACE 24" BOX 3 24" BOX 7 24" BOX 2 MOD FULL TO GROUND LOW FULL TO GROUND MOD PER HOMEOWNERS REQUEST SHRUBS, SUCCULENTS & GRASSES SYM. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS PLANT MATERIAL SPECIFICATION (D@ ACACIA COGNATA'COUSIN ITT' LITTLE RIVER WATTLE 5 GAL 34 MED HEALTHY FULL SPECIMEN Ani ANIGOZANTHOS 'BUSH ELEGANCE' BUSH ELEGANCE KANGAROO PAW 5 GAL 33 LOW HEALTHY FULL SPECIMEN qp ARCTOSTAPHYLOS 'PACIFIC MIST' PACIFIC MIST MANZANITA 5 GAL 55 LOW HEALTHY FULL SPECIMEN BT BULBINE FRUTESCENS 'TINY TANGERINE' TANGERINE STALKED BULBINE 1 GAL 14 LOW HEALTHY FULL SPECIMEN YP CEANOTHUS GRISEUS HORIZON. 'YANKEE POINT' YANKEE POINT CALIFORNIA LILAC 15 GAL 21 LOW HEALTHY FULL SPECIMEN OCITTUS X SKANBERGII DWARF PINK ROCKROSE 5 GAL 27 LOW HEALTHY FULL SPECIMEN gr GREVILLEA ROSMARINIFOLIA'DWARF PINK' ROSEMARY GREVILLEA 5 GAL 24 LOW HEALTHY FULL SPECIMEN JU JUNCUS PATENS 'ELK BLUE' ELK BLUE CALIFORNIA GRAY RUSH 1 GAL 19 LOW HEALTHY FULL SPECIMEN © LAURUS NOBILIS SWEET BAY HEDGE 15 GAL 17 LOW HEALTHY FULL SPECIMEN LOROPETALUM 'JAZZ HANDS' DWARF PINK JAZZ HANDS DWARF PINK 5 GAL 8 MED HEALTHY FULL SPECIMEN CHINESE FRINGE TREE of OLEA EUROPAEA'MONTRA' LITTLE OLLIE OLIVE 5 GAL 22 LOW HEALTHY FULL SPECIMEN © PITTOSPORUM TOBIRA 'NANA' DWARF KARO 5 GAL 44 MED HEALTHY FULL SPECIMEN pM� POLYSTICHUM MUNITUM WESTERN SWORD FERN 5 GAL 2 HIGH HEALTHY FULL SPECIMEN H WESTRINGIA FRUTICOSA'LOW HORIZON' LOW HORIZON COAST ROSEMARY 5 GAL 21 LOW HEALTHY FULL SPECIMEN M" WESTRINGIA FRUTICOSA'MUNDI' MUNDI COAST ROSEMARY 5 GAL 54 LOW HEALTHY FULL SPECIMEN Alb ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 5 GAL 76 LOW HEALTHY MATURE FULL SPECIMEN c0 CARISSA MACROCARPA'GREEN CARPET' GREEN CARPET NATAL PLUM 5 GAL 58 MOD HEALTHY MATURE FULL SPECIMEN Lm LANTANA MONTEVIDENS 'ALBA' WHITE TRAILLING LANTANA 5 GAL 73 LOW HEALTHY MATURE FULL SPECIMEN Ro ROSMARINUS OFFICINALLIS IRENE IRENE ROSEMARY 5 GAL 19 LOW HEALTHY MATURE FULL SPECIMEN GRASS OR STRAP -LEAF BOTANICAL NAME COMMON NAME SIZE WUCOLS R4 QTY PLANT MATERIAL SPECIFICATION CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO SMALL CAPE REED 1 GAL LOW 13 HEALTHY FULL SPECIMEN © CAREX TUMULICOLA FOOTHILL SEDGE 1 GAL LOW 111 HEALTHY FULL SPECIMEN O DIANELLA REVOLUTA'LITTLE REV' LITTLE REV FLAX LILY 1 GAL LOW 68 HEALTHY FULL SPECIMEN Dt DIANELLA TASMANICA'VARIEGATA' VARIEGATED TASMAN FLAX LILY 1 GAL MED 21 HEALTHY FULL SPECIMEN FURCRAEA FOETIDA'MEDIOPICTA' MAURITIUS HEMP 15 GAL LOW 15 HEALTHY FULL SPECIMEN ° LOMANDRA LONGIFOLIA'BREEZE' DWARF MAT RUSH 5 GAL MOD 404 HEALTHY FULL SPECIMEN m� MISCANTHUS SINENSIS 'ADAGIO' DWARF MAIDEN GRASS 1 GAL MED 35 HEALTHY FULL SPECIMEN PLANTING NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING: FAILURE TO PERFORM WORK IN ACCORDANCE WITH THESE REQUIREMENTS SHALL REQUIRE CORRECTIONS PERFORMED AT THE CONTRACTOR'S OWN EXPENSE. 2. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE LANDSCAPE ARCHITECT PLANS, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTIONS AS TO HOW TO PROCEED. 3. EXACT LOCATIONS OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS IN THE FIELD PRIOR TO INSTALLATION. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SQUARE FOOTAGES 5. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 6. ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS, ALL SHRUBS AND GROUNDCOVER DESIGNATED IN THESE DRAWINGS. 7. PROVIDE 2" LAYER OF MULCH UNLESS SHOWN OTHERWISE ON PLAN. 8. REFER TO GROWERS RECOMMENDATION FOR PLANTER POTTING SOIL AND INSTALLATION. 9. ALL SUCCULENTS REQUIRE CACTUS MIX OR OTHER APPROVED SOIL TYPE TO BE PLACED MIN. 12" AROUND THE BASE OF EACH PLANT. 10. ALL TREES PLANTED WITHIN 5' OF HARDSCAPE MUST BE INSTALLED WITH A ROOT BARRIER ALONG THE HARDSCAPE EDGE SPANNING OUT 5' IN EACH DIRECTION FROM THE CENTER OF THE TREE FOR A TOTAL LENGTH OF 10' - REFER TO ROOT BARRIER DETAIL 11. REFER TO PLANTING DETAILS FOR PLANTING INSTRUCTIONS. 12. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE IN ALL AREAS TO BE PLANTED, BEFORE AND AFTER PLANT INSTALLATION. 13. ALL TREES, SHRUBS AND GROUNDCOVERS SHALL BE GUARANTEED TO BE IN HEALTHY FLOURISHING CONDITION UPON INSTALLATION. 14. ALL TREES TO BE LOCATED ON SITE AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL TREES TO BE REGULARLY TRIMMED TO PREVENT FUEL LADDERS. TRIM TREE BRANCHES UP TO AT LEAST 6' FROM GROUND. CITY OF DIAMOND BAR NOTE: SITE LANDSCAPING SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PURSUANT TO DBCC SECTION 8.14 WATER AND ENERGY CONSERVATION TECHNIQUES SHALL BE UTILIZED INCLUDING DRIP IRRIGATION, RECLAIMED WATER AND XERISCAPE PURSUANT TO DBCC SECTION 22.22.130(a5) PLANT MATERIAL REQUIRED PERCENTAGE MIX PLANT MATERIAL REQUIRED PERCENTAGE MIX PROVIDED PERCENTAGE MIX TREES 60" BOX 1 1 48" BOX 17% 36" BOX 9% 24" BOX 20% 63 15 GAL TREE 80% 0% SHRUBS 15 GAL 4% 5 GAL 70% 66%+4% 15gal = 70% 1 GAL 30% 30% GROUNDCOVER COVERAGE WITHIN 2 YEARS 100% 100% LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS DESIGN STUDIO DSCLPN eft ooN� 9 CoPF � c3 CFD �l1�G OF CWa KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 WWW.KMBDESIGNSTUDIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 11-20-24 HOA HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE PLANTING LEGEND 06/25/2025 DATE -SHEET NO. L-2,00 (130 I0. I I I 132)_ 1023 I P L, TREL_%F SYM. BOTANICAL NAME QUERCUS AGRIFOLIA COMMON NAME 1 1 \L LtJ SIZE SYM. BOTANICAL NAME COAST LIVE OAK 36" BI CERCIS OCCIDENTALIS 0 0 SCHINUS MOLLE CALIFORNIA PEPPER TREE 60" BI MAGNOLIA GRANDIFLORA 'KAY PARRIS' COMMON NAME WESTERN REDBUD 24" BOX KEY NOTES OEXISTING PODOCARPUS GRACILIOR TO REMAIN SOUTHERN MAGNOLIA 24" BOX ARBUTUS 'MARINA' - MULTI MARINA STRAWBERRY TREE 48" BI • PRUNUS ILICIFOLIA SSP LYONII CATALINA CHERRY 24" BOX v OLEA EUROPAEA "SWAN HILL" • CERCIS CANADENSIS 'FOREST PANSY' (PINK) SWAN HILL OLIVE TREE 48" BI O CITRUS SPECIES DWARF BEAR'S LIME 24" BOX DWARF MEYER LEMON SITE PLAN: 1" = 10' LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS �gR00NE_ � RF ,* SFP?fl7.ri *� Date KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE TREE PLANTING PLAN 06/25/2025 DATE FOREST PANSY EASTERN REDBUD 24" BI ° j EXISTING PODOCARPUS HEDGE TO RFMAIN IN PI AC;F N 7m�mm� 1 0 5 10 20 - SHEET NO. L-201 LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 I 0 229 75) I I ,(1 30) 102,30.2 7) { 1 3,3.Og 33c�a\ CEA CEA CM CAR SC SA EPI CAR SC CM SC EPI SC SAL AA V CAR SC SC SC M CAR SC SC CIS SC SC PAR SC E I SC P SC CAR' pq SC CAR CAR S L CARcr CSC ..A 0217. 9) (12 9.6 N 50'29'57" W LIG TEX LIG TEX LIG TEX ISTEX LIG TEX LIG TEX Li; TEX LIG TEX LIG TEX LIG T X LIG TEX CAR c N 50°�\9'571) W I, • • • l 195.0 19.8 3' P /L P AP AP MS CAR CAR CAR CAR \ CAR MYO \ R O CAR OW � LOW LOW CAR CAR CAR � 6SAL AL SC CAR \ CAR CAR CAR CAR CAR SC CAR CAR MS V e MYO PAR O LOR R SC CAR AR SA AR CAR CAR CAR A LOR LG_ MS �+FS1217 +FS121�6 AA \\\ L�TR LOR �� T e CAR �4R CAR CAR CAR CAR B AP � -". , MYO CAR CAR � CB ST"N y CAR CAR C S e CAR CAR MYO l� CAR IS.JW 87.g � ;3� 1� 9 777 zl i 00 \ J t: rn (1171.02) C S' L A AL $ PAR SC MUN �. 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I�_— __-__ w / 3 J— Y C \ , LO g5i j 11231 9(9)— __—_____ — — _ _ ;' 34 , 99' �3 \ \ 6 1 1 =( r2 \ P/L—� Y \ \ \ 86 64) (1 18 45\�T-� Y , 1/ \ \ .09) 1 i - - \ �\ �- z _ � 1 18 1 2. 6) (1 LO co SITE PLAN: 1" = 10' KEY NOTES OEXISTING PODOCARPUS GRACILIOR TO REMAIN WILLIAM & RENJIELYN LU HOMEOWNERS t 1 DESIGN STUD10 KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS — PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE SHRUB PLANTING PLAN 06/25/2025 DATE SHEET NO. L-202 LED UPLIGHT ll!!� LED STEP LIGHT ® LED WALL LIGHT i 7117 V/ ,//._�_ LED WASH LIGHT m LED WALL MOUNTED LANTERN (CUSTOM) LED PATH LIGHT T, LED WALL MOUNT LED HANGING LIGHT SYMBOL LEGEND: SYMBOL DESCRIPTION IL CENTER LINE EQUAL PLANTING AREA RADIUS POINT TO BE DETERMINED TYPICAL EQ PA R+-_�' TBD TYP (POB) LIGHTING LEGEND QTY. CONTRACTION JOINT ROOT BARRIER CENTERLINE PROPERTY LINE POINT OF BEGINNING ALIGN CONSTRUCTION KEY NOTE: CONSTRUCTION CALLOUT: . LED UPLIGHT (7.75"H X 2"W) MODEL #: TOP-UL-148 LAMP #: MR-16 VOLT: 12 COLOR: BLACK LED STEPLIGHT (6" W X 2 -5/8" H) MODEL #: TOP-SL-602-6 SOCKET: LED STRIP VOLT: 12 COLOR: BLACK ® LED WALL LIGHT (2'' W X 2 -5/8" H) MODEL #: TOP-SL-602 SOCKET: Bi-PIN VOLT: 12 COLOR: BLACK LED WASH LIGHT (4.5"H X 3"W) MODEL #: TOP-WL-480 LAMP#: Bi-PIN VOLT: 12 COLOR: DARK BRONZE - - - - LED STRIP LIGHTING LOW LUMEN OUTPUT 1 10 OR LESS m LED WALL MOUNTED LANTERN (CUSTOM 6'' W x 10'' H) MODEL #: TOP-LN-1 1 10-A LAMP#: SINGLE MEDIUM BASE SOCKET VOLT: 12 COLOR: BLACK LED WALL MOUNTED LANTERN (CUSTOM 6'' W x 15" H) MODEL #: TOP-LN-1 1 10-C LAMP#: SINGLE MEDIUM BASE SOCKET VOLT: 12 COLOR: BLACK LED WALL MOUNTED LANTERN (4.3W X 6.5H) MODEL #: DUNBAR AST880961 BY ASTRO LIGHTING LAMP#: 2 X LED/5.8W/l20V LED COLOR: TEXTURED BLACK Z LED PATH LIGHT (15" H) MODEL #: TOP-PL-468-15 LAMP#: SINGLE CONTACT BAYONET VOLT: 12 COLOR: BLACK LED HANGING LIGHT (6.5"H X 3.5"D) MODEL #: TOP-HL-270 LAMP#: 18W BAYONET VOLT: 12 COLOR: BLACK . SUGGESTED TRANSFORMER LOCATION TREE LOCATION NOTE: 1. CONCEPTUAL PLAN ONLY: NOT FOR CONSTRUCTION 2. EXACT LIGHT FIXTURE STYLE TO BE SELECTED BY HOMEOWNER. 3. IT IS RECOMMENDED THAT ALL FIXTURES TO BE LOW VOLTAGE 12V LED SUPPLIED BY TOP LIGHTS WITH HOMEOWNER SELECTED FIXTURES COORDINATED. 4. ALL FIXTURES SHALL PROVIDE LOW VOLTAGE WARM WHITE LIGHT, WITH COLOR TEMPERATURE >3000 KELVIN OR LESS. WIRING SHALL BE DESIGN/BUILD PER CONTRACTOR- ACTUAL RUNS MAY VARY BASED ON LIGHTING ZONES AND TRANSFORMER LOADING. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CORRECT TRANSFORMER FOR THE LIGHTING DEMAND AND HIDING TRANSFORMERS WITHIN THE LANDSCAPE PER LANDSCAPE ARCHITECT'S SITE DIRECTION. LOW VOLTAGE LIGHTING SYSTEM SHALL INCLUDE TRANSFORMER(S) IN STAINLESS STEEL ENCLOSURE(S) & WIRING RUNS IN ACCORDANCE W/ MANUFACTURER RECOMMENDATIONS. 5. GARDEN LIGHTING IS TO BE LOW LUMEN (150 OR LESS I PER FIXTURE) N LU RESIDENCE 2234 I N D IAN CREEK RD. DIAMOND BAR, CA 91765 WILLIAM & RENJIELYN LU HOMEOWNERS KARI M. BROONER LANDSCAPE ARCHITECT #5621 27001 LA PAZ ROAD SUITE 266B MISSION VIEJO, CA 92691 T: 949.446.4087 W W W.KMBDESIGNSTU DIO.COM CONSULTANTS - SUBMITTALS & REVISIONS DATE DESCRIPTION 07-03-24 BID SET 9-16-24 HOA 11-14-24 HOA 11-20-24 HOA 1-31-25 PLANNING REVIEW SUMITTAL 2-07-25 PLANNING REVIEW SUMITTAL 03-18-25 PLANNING REVIEW SUMITTAL 03-27-25 PLANNING REVIEW SUMITTAL 05-12-25 PLANNING REVIEW SUMITTAL 06-25-25 PLANNING REVIEW SUMITTAL - APPROVALS PROJECT LANDSCAPE ARCHITECT KMB DRAWN KMB CHECKED KMB APPROVED REGISTRATION -SHEET TITLE LIGHTING PLAN 06/25/2025 DATE SITE PLAN: 1/8" = 1'-0" SHEET NO. L-2,93 0 LU m _ 0 V) ry Q IL z M O LU 0 Z 0 O _ LU LU Z CC Z O Q U 0o O Z O U O ry n w M LL LU ry LLI V) _ U _ V) O 0 r J V) U) LU X W V) LL w LU Z O Q U m _ 0 z Q 0 LLB n LU w ry w 3 w _ _U _ O LU V) Q Z 0 Or O w _ O 0 w V) Lu w M V) Z O Q U LL LU CL V) 0 Z Q V) z Q J d W V) W LL W N W _ / o / , / \ r ///' ���'t / OIL // \ • Ii � ; Garage \ \ � / o i 04 a Sao \ \ N � Garage +4, / Lands ape \\ \\ \ ? NEW RESIDENCE Terra \ La (Main Floor Shown) \ \ `Doss .10 O 'O , \ \ 11 7,71 \ OVERALL SITE PLAN Scale: 1/16" = V-0" ao� \ 1 \� o ------------ Drystack Boulder Retaining al\ 1205) \ o \ \ v'R\ 1200i \ O \\ \ 1190) No E \ �NQ) ,79 � I I Ext nt of Gr c Ed a of'Existi I �I I 0 O N inq / Sitew4 n rn 0 rn 1.0 Y 1 r� 4 --k 4h _ ..p • LI FIRE HYDRANT LOCATIONS IL IL L • ■ a _ •r . 4L V - FJ 7 - 4 *Fire Hydrant A. ,� ■ Locations, Ty �Z a w * % *• - � 4 IL - -K { r F IP b. son IL P* . 1 , _L 1 L 1 FIRE PREVENTION NOTES 1. Approved building address numbers, building numbers or approved building identification shall be provided and maintained so as to be plainly visible and legible from the street fronting the property. The numbers shall contrast with their background, be Arabic numerals or alphabet letters, and be a minimum of 4 inches high with minimum stroke width of 0.5 inch. Per Fire Code 505.1 2. The required fire flow for fire hydrants at this location is 1375 gpm, at 20 psi residual pressure, for a duration of 2 hours over and above maximum daily domestic demand. Per Fire Code 507.3 and Appendix B105.1 Appendix B. 3. All fire hydrants shall measure 6' x 4" x 2 2' , brass or bronze, conforming to American Water Works Association Standard C503, or approved equal. 4. All required PUBLIC fire hydrants shall be installed, tested and accepted prior to beginning construction. Fire Code 501.4 5. Smoke alarms shall receive their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup. Per Residential Code R314.6 6. Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Residential Code R314.4 7. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit, the alarms devices shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Residential Code R315.5 8. Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. 9. All roof coverings shall be Class "A" as specified in Building Code 1505.1.1 (Residential Code R337.5 & R902) 10. Where valley flashing is installed, the flashing shall be not less than 0.019-in (0.48 mm) No.26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72 pound (32.4 kg) mineral -surfaced non -perforated cap sheet complying with ASTM D3909, at least 36" wide (914 mm) running the full length of the valley. R337.5.3 Building Code 705A.3. 11. Roof Gutters shall be provided with a means to prevent the accumulation of leaves and debris in the gutter (Residential Code R337.5.4 and Building Code 705A.4) FIRE ACCESS NOTES ❑A Propose Paved Entry Courtyard for Vehicular Access ElUnobstructed 15' width and unlimited Vertical Clearance Diveway for Fire Department Vehicle Access ElFire Department Access Path to all Exterior Walls at First Story N Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: OVERALL SITE PLAN Project No. Drawn by: 22304 - Scale: Date: %611= 1'-01, June 09, 2025 Sheet No. A 1,900 W s E Page 65 of 93 LU COLU O ry Cl- V) Q Z O w J O _ 3 Z 0 O w z Q r m z O Q U m CL z O F- U 0 O ry CL ctf LLi LU atf LJ V) _ U ZD V) O 0 w J V) V) w X w 0 w w z 0 Q U m z Q 0 w Q w w Qtf LU w U O LL w V) Q Z_ i� O w T- o 0 w U V) LU w V) z O Q U LL- w CL V) 0 z Q V) z Q J CL LU U) w _ LL O w N w _ 1P� +1230.50' Avg. T.O. Street KEY NOTES 1❑ Motor Court ❑2 Pool /Spa ❑3 Trellis EBBQ / Grill Area El Covered Loggia 6 Maintained Decomposed Granite Path for Service MStormwater Management Chambers Per Civil. ❑8 Lower Terrace ❑g Planters 10 Trellised Balcony 11 Main Entry 12 Driveway 13 Decorative Fence Per Landscape Architect 14 Trash Enclosure 15 Outdoor Shower 16 Restricted Use Area (RUA) Easement to be removec Abbreviation Average Bottom of Wall Finish R.O.W. Top of Top of Wall (Contour Elevation) Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: ENLARGED SITE PLAN Proiect No. Drawn by: 22304 - Scale: Date: 1 /8"= 1'-0'' June 09, 2025 A 1 m 10 ENLARGED SITE PLAN Scale: 1/8" = 1'-0" s Page 66 of 93 0 w m_ _ O n IL z M O w O 3 z_ 0 O LU w z Q m z O Q U m O z O U O ry n w M w V) w ry w V) U V) O 0 w r J V) U) w x w V) LL O w w z O Q U m F, n z Q 0 w Q w w ry w LU w _ _U O w w V) J Q z 0 Or O w O n w U V) Lu w M V) z O Q U LL w CL V) 0 z Q V) z Q J d w V) w LL O w V) w GENERAL PLAN NOTES AND LEGEND 1. All dimensions to Face of Finish Except Exterior Walls are to Structure 2. Provide a seamless transition from existing to new walls and finishes. 3. Match all wall to floor and ceiling transitions to existing. 4. Private garages and/or carports are to be separated from dwelling units and their attics by means of gypsum board or equivalent applied to the garage side. [CRC R302.6] 5. Garages and/or carports beneath habitable rooms shall be separated from all habitable rooms above by a floor/ceiling assembly consisting of not less than 5/8" Type X gypsum board or equivalent on the ceiling. Walls supporting this assembly shall be sheathed with not less than gypsum board. [CRC R302.6] 6. Doors between dwellings and private garages are to be solid wood, solid or honeycomb core steel doors not less than 1 3/8" thick or 20-minute fire -rated. Doors shall be equipped with self -closing or automatic self -closing and self -latching device. (Exception: Doors need only to be self -closing and self -latching devices when both dwelling and garage have approved fire sprinklers) [CRC R302.5] 7. Provide protection from damage to furnace or other gas -fired equipment by automobiles, at rear of garage. Pilots, burners, or heating elements shall be 18" minimum above floor. [CMC 305]. 8. Kitchens are to be provided with an exhaust fan with an exhaust rate of 100 cfm minimum for intermittent exhaust or 5 air changes per hour if continuous. Kitchen hood systems that vent air to the outside may be used for this purpose. [California Energy Code Section 150(o)] 9. Indicate clothes dryer to be vented outside and equipped with a back draft damper. Vent is to have maximum vertical and horizontal length including (2) 90 degree elbows of 14 feet. A length of 2 feet shall be deducted for each elbow in excess of two. [CMC 504.4] 10. Combustion air for dryer is to be provided per manufacturer's recommendations. Manufacturer's installation instructions are to be on site at time of inspection. GENERAL PLUMBING NOTES 1. Replace all non -compliant plumbing fixtures with water -conserving plumbing fixtures. Non -compliant plumbing fixtures are as follows: (1) any toilet manufactured to use more than 1.6 gallons of water per flush, (2) any urinal manufactured to use more than one gallon of water per flush, (3) showerhead manufactured to have a flow capacity of more than 2.5 gallons of water per minute, (4) any interior faucet that emits more than 2.2 gallons of water per minute. [CGBSC 301; California Civil Code Section 1101.1] 2. New water closets, showerheads and lavatory faucets are to be water -conserving type plumbing fixtures and meet the following criteria: (1) the effective flush of water closets shall not exceed 1.28 gallons per flush, (2) showerheads shall have a maximum flow rate of 1.8 gallons per minute at 80 psi, (3) lavatory faucets shall have a maximum flow rate of 1.2 gallons per minute at 60 psi and shall have a minimum flow rate of 0.8 gallons per minute at 20 psi. [CGBSC 4.303] 3. Kitchen faucets shall have a maximum flow rate of 1.8 gallons per minute at 60 psi. Faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. [CGBSC 4.303] 4. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. (Note: A hand-held shower is to be considered a showerhead for purposes of this provision) [CGBSC 4.303] 5. Water heating systems using gas or propane water heaters to serve individual dwelling units shall have (1) a 120V electrical receptacle within 3 feet of water heater and accessible to the water heater with no obstructions, (2) a category III or IV vent or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed, (3) a condensate drain that is no more than 2" higher than the base of the installed water heater and allows natural draining without pump assistance, and (4) a gas supply line with a capacity of at least 200,000 Btu/hr WALL TYPE DESCRIPTION C2 �, WALL TYPE CALLOUT TYPE A WALLS: 2X4 WALL W/ STUDS @ 16" O.C. Al: %" TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) A2: FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. A3: 3-COAT %$' CEMENT PLASTER W/ MTL. MESH BACKING 0/%2' EXT. GRADE PLYWOOD W/ %" TYPE 'X' GYP. BD. AND LVL. 5 FINISH AT INTERIOR SIDE. A4: Ys" TYPE 'X' GYP. BD. BOTH SIDES. FLAT FRAME STUDS @ 12" O.C. (LVL. 5 FINISH) TYPE B WALLS: 2X6 WALL W/ STUDS @ 16' O.C. B1: %$' TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) B2: Y$' TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) B3: FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. B4: 3-COAT %$' CEMENT PLASTER W/ MTL. MESH BACKING 0/%2' EXT. GRADE PLYWOOD BOTH SIDES. 135: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %$' CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. B6: %" TYPE'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 4" WOOD SIDING O/ 4' FURRING STRIPS O/ 5/8" TYPE 'X' GYP. BD. O//2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE C WALLS: 2X8 WALL W/ STUDS @ 16" O.C. Cl: %" TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) C2: %$' TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) C3: %$' TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH). INSTALL ACOUSTIC INSULATION B/T STUDS. C4: %" TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. C5: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE D WALLS: 2X10 WALL W/ STUDS @16" O.C. (V.I.F. (E) CONDITIONS) D1: %" TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) D2: %$' TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. D3: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING 0//2" EXT. GRADE PLYWOOD AT EXTERIOR. TYPE E WALLS: DBL. 2X CAVITY WALL. (VARIED THICKNESS) El: %$' TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) E2: %$' TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %$' CEMENT PLASTER W/ MTL. MESH BACKING 0//2' EXT. GRADE PLYWOOD AT EXTERIOR. E3: 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING O//2' EXT. GRADE PLYWOOD BOTH SIDES. E4: %$' TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 4" WOOD SIDING O/ 4' FURRING STRIPS O/ 5/8" TYPE 'X' GYP. BD. 0//2" EXT. GRADE PLYWOOD AT EXTERIOR. TYPE V WALLS: VI: %$' TYPE 'X' GYP. BD. OVER 2X FLAT STUDS FURRED OVER STRUCTURAL CONC.WALL (LVL. 5 FINISH) V2: 8" BOARD -FORM CONCRETE PANELS THIN SET ONTO STRUCTURAL CONC. WALL PER MANUFACTURE RECOMMDATION TYPE IN WALLS: DENOTES INSULATED WALL IN 1: WALL TO RECEIVE ACOUSTIC INSULATION BETWEEN STUDS IN2: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-19 TO BE PROVIDED PER MECH. PLANS IN3: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-16 TO BE PROVIDED PER MECH. PLANS TYPE SH WALLS: DENOTES (N) & (E) SHEAR WALL PER STRUCT. DWG'S SH1: ADJUST WALLS TO BE SHEAR WALLS PER STRUCT. DWGS SH2: (E) SHEAR WALL TO BE PROTECTED DURING CONSTRUCTION. (SEE STRUCT. DWGS) ti bo N 7" \ Planter / Garden Key Notes ElSolar Roofing Painted Metal Gutter and Down Spout �3 Metal Railing Planter �5 Sliding Doors 10 Trellis Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: LOWER FLOOR PLAN Pro)ect No. Drawn by: 22304 ZL Scale: Date: 4' = 1'-0" June 09, 2025 Sheet No. A2,900 LOWER FLOOR PLAN Scale:1/�,- = 1'-0" 0 1 2 4 8' Page 67 of 93 0 w m_ _ O n Q IL z M 0 w 0 3 z_ 0 0 LU w z Q m z 0 Q U m 0 z 0 U 0 0 ry n w M w V) w ry LLi V) U V) 0 0 w r J V) U) w x w V) LL 0 w w z 0 Q U m F, 0 z Q 0 w Q w w ry w 3 LU w _U 0 w w V) J Q z 0 Or 0 w 0 0 w U V) Lu w M V) z 0 Q U LL U w CL V) 0 z Q V) z Q w V) w LL O w V) w Key Notes Roof Hatch Wood Tongue & Groove Slats Wood Beam Painted Gyp. Bd. Drapery Pocket Light Cove LIGHTING LEGEND LED, Custom Pendant / Chandelier / Surface Mounted Fixture (To be selected and provided by Owner/Architect) -(>+ LED, Custom Wall Sconce (To be selected and provided by Owner/Architect) Adustable LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. ■ LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. �(LE-'-- LED under -cabinet light / LED cove light - 1 x 4 LED Utility light. Hanging or flush mount S Combination smoke detector and carbon monoxide sensor with battery backup 9 Vacancy Sensor f Ceiling Slope (Arrow Points in down direction) ® Exhaust Air Fan / Range Hood Min. 50 CFM at Bathrooms / Min. 100 CFM at Kitchen Stacked Curtain and Recessed Top Track. Curtains and Shears to be DPCI DL-XX Decorative Light Fixture Tag / Finish Tag (See Sheet A6.10 for Designer Schedulea) GENERAL NOTES 1. All decorative lighting fixture to be designer provided, and contractor installed (DPCI) 2. All recessed directional lights and downlights to be IRiS 3" PHED fixtures. Install per manuf. specs. (CPCI) 3. California Certified to be on site at time of inspection of all L.E.D. and High Efficacy fixtures. 4. Smoke detectors are required to be installed in existing sleeping rooms and areas providing access to sleeping areas in addition to those required for new construction (CRC R314.6). These smoke detectors may be battery operated only. They are to be provided on the wall or ceiling centrally located in the area giving access to sleeping rooms and also in each sleeping room. 5. Carbon Monoxide Alarm (with battery backup) at all new dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units or sleeping units that have attached garages (CRC315.25). Alarms are to be interconnected such that activation of one alarm shall activate all of the alarms in that individual unit. They are to be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms. 6. See A6.10 Finish and Fixture Schedules for all referenced GTXDtags. 7. A) Insulation shall be applied in direct contact with the underside of the structural roof sheathing and shall either be entirely of an air -impermeable product. B) Or, shall have a layer of air -impermeable product installed in direct contact with the underside of the structural roof sheathing with the balance of the insulation being air -impermeable below it. C) Or, Air -permeable insulation alone may be applied directly below the structural sheathing when rigid insulation with an R-value of R-5 minimum is installed directly above the structural roof sheathing for condensation control. GENERAL LIGHTING NOTES 1. Additional requirements for any recessed downlights in ceilings are as follows: They shall not have screw based sockets, shall contain JA8-certified light sources, and shall meet performance requirements of CEC Section 150.0(k)1 C. (Note: Listing of CA certified fixtures is located on the California Energy Commission website at the following hyperlink: (http://appliances.energy.ca.gov/advancedsearch.aspx.) 2. Outdoor lighting permanently mounted to a single family dwelling or other buildings in the same lot shall be high efficacy and must be controlled by an on/off switch that does to override to ON the items listed below. Also, the lighting must by one of the following methods: i) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or ii) Controlled by any of the following: (1) Photocell and automatic time switch control. Controls that override to ON shall not be allowed unless the override automatically return the photocontrol and automatic time switch control to its normal operation within 6 hours, or (2) Astronomical time clock. Controls that override to ON shall not be allowed unless the override automatically return the astronomical clock its normal operation within 6 hours and which is programmed to automatically turn the outdoor lighting OFF during daylight hours, or (3) Energy management control system which meets all of the following requirements. At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9 of the standards; meets the Installation Certification requirements in Section 130.4 of the standards; meets the requirements for an EMCS in Section 130.5 of the standards; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. 4. All Interior Lighting to be controlled by a Lutron Lighting System. 5. Artificial light shall be provided that adequate to provide an average illumination of 10 (CRC 6) foot-candels over the area of the room at a height of 30 inches above the floor level AND a whole house ventilation fan is provided 6. All Exterior Sconces are to be Designer Provided, Contractor Installed (DPCI) and can be found per the Designer's Appliance Fixture and Finish Schedules on Sheet A6.10. Reference Light Fixture GENERAL MECHANICAL NOTES 1. Rooms containing a bathtub, shower, spa, or similar source of moisture are to be provided with an exhaust fan with an exhaust rate of 50 cfm minimum intermittent or 20 cfm continuous, ducted to the exterior of the building. Unless it functions as a component of a whole house ventilation system, it must be controlled by a readily accessible humidistat and shall be Energy Star compliant. Please note this on the plans. [CGBSC 4.506; California Energy Code Section 150(o)] ENERGY CONSERVATION NOTES 1. All interior residential lighting is to be high efficacy. 2. Replace all (E) Switches with a (N) Dimmer Switch 3. Except for closets less than 70 square feet and hallways, all luminaires that are installed with JA8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. 4. At least one luminaire each bathroom, garage, laundry room, and utility room shall be controlled by a manual on/automatic-off vacancy sensor A U) 011* Q V L V } E 0.0 N �a Im CL W � V _ V M N N Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: LOWER FLOOR REFLECTED CEILING PLAN Pro)ect No. Drawn by: 22304 - Scale: Date: 4' = 1'-0" June 09, 2025 Sheet No. A2,902 LOWER FLOOR REFLECTED CEILING PLAN Scale: 1 /4" = V-0" 0 1 2 4 0 Page 68 of 93 0 w m_ _ O n Q IL z M 0 w O 3 z_ 0 0 LU w z Q m z 0 Q U 0o o_ 0 z 0 U 0 0 ry n w M LLi V) w ry LLi V) U V) 0 0 w J V) U) LL X w V) LL 0 w w z 0 Q U m F, 0 z Q 0 w n w w ry w 3 LU w _ _U 0 w w V) J Q z_ 0 Or 0 w 0 0 w U V) Lu w M V) z 0 Q U LL U w CL V) 0 z Q V) z Q J w V) w LL w V) w Full Counter Sp Height FRZ. Upper Cabi Cabinet GENERAL PLAN NOTES AND LEGEND 1. All dimensions to Face of Finish Except Exterior Walls are to Structure 2. Private garages and/or carports are to be separated from dwelling units and their attics by means of gypsum board or equivalent applied to the garage side. [CRC R302.6] 3. Garages and/or carports beneath habitable rooms shall be separated from all habitable rooms above by a floor/ceiling assembly consisting of not less than 5/8" Type X gypsum board or equivalent on the ceiling. Walls supporting this assembly shall be sheathed with not less than gypsum board. [CRC R302.6] 4. Doors between dwellings and private garages are to be solid wood, solid or honeycomb core steel doors not less than 1 3/8" thick or 20-minute fire -rated. Doors shall be equipped with self -closing or automatic self -closing and self -latching device. (Exception: Doors need only to be self -closing and self -latching devices when both dwelling and garage have approved fire sprinklers) [CRC R302.5] 5. Provide protection from damage to furnace or other gas -fired equipment by automobiles, at rear of garage. Pilots, burners, or heating elements shall be 18" minimum above floor. [CMC 305]. 6. Kitchens are to be provided with an exhaust fan with an exhaust rate of 100 cfm minimum for intermittent exhaust or 5 air changes per hour if continuous. Kitchen hood systems that vent air to the outside may be used for this purpose. [California Energy Code Section 150(o)] 7. Indicate clothes dryer to be vented outside and equipped with a back draft damper. Vent is to have maximum vertical and horizontal length including (2) 90 degree elbows of 14 feet. A length of 2 feet shall be deducted for each elbow in excess of two. [CMC 504.4] 8. Combustion air for dryer is to be provided per manufacturer's recommendations. Manufacturer's installation instructions are to be on site at time of inspection. GENERAL PLUMBING NOTES 1 New water closets, showerheads and lavatory faucets are to be water -conserving type plumbing fixtures and meet the following criteria: (1) the effective flush of water closets shall not exceed 1.28 gallons per flush, (2) showerheads shall have a maximum flow rate of 1.8 gallons per minute at 80 psi, (3) lavatory faucets shall have a maximum flow rate of 1.2 gallons per minute at 60 psi and shall have a minimum flow rate of 0.8 gallons per minute at 20 psi. [CGBSC 4.303] 2. Kitchen faucets shall have a maximum flow rate of 1.8 gallons per minute at 60 psi. Faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. [CGBSC 4.303] 3. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. (Note: A hand-held shower is to be considered a showerhead for purposes of this provision) [CGBSC 4.303] 4. Water heating systems using gas or propane water heaters to serve individual dwelling units shall have (1) a 120V electrical receptacle within 3 feet of water heater and accessible to the water heater with no obstructions, (2) a category III or IV vent or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed, (3) a condensate drain that is no more than 2" higher than the base of the installed water heater and allows natural draining without pump assistance, and (4) a gas supply line with a capacity of at least 200,000 Btu/hr WALL TYPE DESCRIPTION C2 �� WALL TYPE CALLOUT TYPE A WALLS: 2X4 WALL W/ STUDS @ 16" O.C. Al: V8" TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) A2: FLOAT TILE OR STONE PER INT. ELEV. 0/ BACKER BOARD ONE SIDE PER PLAN. A3: 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING 0/Y2' EXT. GRADE PLYWOOD W/ %$' TYPE'X' GYP. BD. AND LVL. 5 FINISH AT INTERIOR SIDE. A4: Y$' TYPE 'X' GYP. BD. BOTH SIDES. FLAT FRAME STUDS @ 12" O.C. (LVL. 5 FINISH) TYPE B WALLS: 2X6 WALL W/ STUDS @ 16'' O.C. 131: %$' TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) 132: %$' TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) B3: FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. 134: 3-COAT Y$' CEMENT PLASTER W/ MTL. MESH BACKING O//2 EXT. GRADE PLYWOOD BOTH SIDES. 135: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT;/8,, CEMENT PLASTER W/ MTL. MESH BACKING O/Y2 EXT. GRADE PLYWOOD AT EXTERIOR. 136: Y$' TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 2" WOOD SIDING 0/ 4' FURRING STRIPS O/ 5/8" TYPE'X' GYP. BD. O/Y2" EXT. GRADE PLYWOOD AT EXTERIOR. TYPE C WALLS: 2X8 WALL W/ STUDS @ 16" O.C. Cl: %" TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) C2: %" TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) C3: %$' TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH). INSTALL ACOUSTIC INSULATION B/T STUDS. C4: %" TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. 0/ BACKER BOARD ONE SIDE PER PLAN. C5: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING 0//2 EXT. GRADE PLYWOOD AT EXTERIOR. TYPE D WALLS: 2X10 WALL W/ STUDS @16" O.C. (V.I.F. (E) CONDITIONS) DI: Y$' TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) D2: %" TYPE 'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. 0/ BACKER BOARD ONE SIDE PER PLAN. D3: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT Y$' CEMENT PLASTER W/ MTL. MESH BACKING 0//2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE E WALLS: DBL. 2X CAVITY WALL. (VARIED THICKNESS) El: %$' TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) E2: Y$' TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT Y$' CEMENT PLASTER W/ MTL. MESH BACKING O//2 EXT. GRADE PLYWOOD AT EXTERIOR. E3: 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD BOTH SIDES. E4: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 4" WOOD SIDING O/ 4' FURRING STRIPS 0/ 5/8" TYPE'X' GYP. BD. O//2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE V WALLS: V1: %$' TYPE 'X' GYP. BD. OVER 2X FLAT STUDS FURRED OVER STRUCTURAL CONC.WALL (LVL. 5 FINISH) V2: $" BOARD -FORM CONCRETE PANELS THIN SET ONTO STRUCTURAL CONC. WALL PER MANUFACTURE RECOMMDATION TYPE IN WALLS: DENOTES INSULATED WALL IN]: WALL TO RECEIVE ACOUSTIC INSULATION BETWEEN STUDS IN2: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-19 TO BE PROVIDED PER MECH. PLANS IN3: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-16 TO BE PROVIDED PER MECH. PLANS TYPE SH WALLS: DENOTES (N) & (E) SHEAR WALL PER STRUCT. DWG'S Ln 011* U Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: FIRST FLOOR PLAN Pro)ect No. Drawn by: 22304 ZL Scale: Dm June 09, 2025 A2,01 0 Date: FIRST FLOOR PLAN Scale: 1/4" = V-0" 0 1 2 4 8' SH1: ADJUST WALLS TO BE SHEAR WALLS PER STRUCT. DWGS SH2: (E) SHEAR WALL TO BE PROTECTED DURING CONSTRUCTION. (SEE STRUCT. DWGS) Page 69 of 93 n w m_ _ 0 n Q IL z M 0 w O 3 z_ 0 0 LU w z Q m z 0 Q U m 0 z 0 U 0 0 ry n w M w V) w ry LLi V) U V) 0 0 w r J V) U) w x w V) LL 0 w w z 0 Q U m F, 0 z Q 0 w Q w w ry w 3 LU w _ _U 0 w w V) J Q z_ 0 Or 0 w 0 0 w U V) Lu w M V) z 0 Q U LL U w CL V) 0 z Q V) z Q J w V) w LL 0 w V) w El 2 P N Kitchen — 3 ------- ------ - o 6 - P ±10'-0" A.F.F Drapery Pocket Key Notes 1� Roof Hatch FWood Tongue & Groove Slats PWood Beam Painted Gyp. Bd. Drapery Pocket Light Cove LIGHTING LEGEND LED, Custom Pendant / Chandelier / Surface Mounted Fixture (To be selected and provided by Owner/Architect) + LED, Custom Wall Sconce (To be selected and provided by Owner/Architect) Adustable LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. p LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. =E='-- LED under -cabinet light / LED cove light — 1 x 4 LED Utility light. Hanging or flush mount S Combination smoke detector and carbon monoxide sensor with battery backup 9 Vacancy Sensor f Ceiling Slope (Arrow Points in down direction) ® Exhaust Air Fan / Range Hood Min. 50 CFM at Bathrooms / Min. 100 CFM at Kitchen n Stacked Curtain and Recessed Top Track. Curtains and Shears to be DPCI DL-XX Decorative Light Fixture Tag / Finish Tag (See Sheet A6.10 for Designer Schedulea) GENERAL NOTES 1. All decorative lighting fixture to be designer provided, and contractor installed (DPCI) 2. All recessed directional lights and downlights to be IRiS 3" P3LED fixtures. Install per manuf. specs. (CPCI) 3. California Certified to be on site at time of inspection of all L.E.D. and High Efficacy fixtures. 4. Smoke detectors are required to be installed in existing sleeping rooms and areas providing access to sleeping areas in addition to those required for new construction (CRC R314.6). These smoke detectors may be battery operated only. They are to be provided on the wall or ceiling centrally located in the area giving access to sleeping rooms and also in each sleeping room. 5. Carbon Monoxide Alarm (with battery backup) at all new dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units or sleeping units that have attached garages (CRC315.25). Alarms are to be interconnected such that activation of one alarm shall activate all of the alarms in that individual unit. They are to be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms. 6. See A6.10 Finish and Fixture Schedules for all referenced (LfXD tags. 7. A) Insulation shall be applied in direct contact with the underside of the structural roof sheathing and shall either be entirely of an air -impermeable product. B) Or, shall have a layer of air -impermeable product installed in direct contact with the underside of the structural roof sheathing with the balance of the insulation being air -impermeable below it. C) Or, Air -permeable insulation alone may be applied directly below the structural sheathing when rigid insulation with an R-value of R-5 minimum is installed directly above the structural roof sheathing for condensation control. GENERAL LIGHTING NOTES Additional requirements for any recessed downlights in ceilings are as follows: They shall not have screw based sockets, shall contain JA8-certified light sources, and shall meet performance requirements of CEC Section 150.0(k)1 C. (Note: Listing of CA certified fixtures is located on the California Energy Commission website at the following hyperlink: (http://appliances.energy.ca.gov/advancedsearch.aspx.) 2. Outdoor lighting permanently mounted to a single family dwelling or other buildings in the same lot shall be high efficacy and must be controlled by an on/off switch that does to override to ON the items listed below. Also, the lighting must by one of the following methods: i) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or ii) Controlled by any of the following: (1) Photocell and automatic time switch control. Controls that override to ON shall not be allowed unless the override automatically return the photocontrol and automatic time switch control to its normal operation within 6 hours, or (2) Astronomical time clock. Controls that override to ON shall not be allowed unless the override automatically return the astronomical clock its normal operation within 6 hours and which is programmed to automatically turn the outdoor lighting OFF during daylight hours, or (3) Energy management control system which meets all of the following requirements. At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9 of the standards; meets the Installation Certification requirements in —Se-ctiorrt,t)n f the standards; meets the requirements for an EMCS in Section 130.5 of the standards; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. 4. All Interior Lighting to be controlled by a Lutron Lighting System. 5. Artificial light shall be provided that adequate to provide an average illumination of 10 (CRC 6) foot-candels over the area of the room at a height of 30 inches above the floor level AND a whole house ventilation fan is provided 6. All Exterior Sconces are to be Designer Provided, Contractor Installed (DPCI) and can be found per the Designer's Appliance Fixture and Finish Schedules on Sheet A6.10. Reference Light Fixture GENERAL MECHANICAL NOTES 1. Rooms containing a bathtub, shower, spa, or similar source of moisture are to be provided with an exhaust fan with an exhaust rate of 50 cfm minimum intermittent or 20 cfm continuous, ducted to the exterior of the building. Unless it functions as a component of a whole house ventilation system, it must be controlled by a readily accessible humidistat and shall be Energy Star compliant. Please note this on the plans [CGBSC 4.506; California Energy Code Section 150(o)] ENERGY CONSERVATION NOTES 1. All interior residential lighting is to be high efficacy. 2. Replace all (E) Switches with a (N) Dimmer Switch 3. Except for closets less than 70 square feet and hallways, all luminaires that are installed with JA8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: FIRST FLOOR REFLECTED CEILING PLAN Project No. Drawn by: 22304 _ Scale: Date: 4' - ]'-0" June 09, 2025 Sheet No. A2,012 FIRFLOOR REFLECTED CEILING PLAN Scale: 1 /4" = V-0" 0 1 2 4 8' 4. At least one luminaire each bathroom, garage, laundry room, and utility room shall be controlled by a manual on/automatic-off vacancy sensor Page 70 of 93 0 w In O n Q IL Z M O w O 3 Z_ 0 O LU w Z Q m z O Q U m o_ O Z O U 0 O ry n w M LL w w V) U O 0 w r J V U)) w o_ x w U_ O w w z O Q U m n z Q 0 w M Q n w 0- w ry w 3 LU w _ _U O w V) J Q Z_ 0 or O w O n U M V) w M V) Z O Q U U_ U w V) 0 Z Q V) Z Q d w LU w O w V) w 2 A4.30 1 A4.30 0 Key Notes 1� Solar Roofing 2] Painted Metal Gutter and Down Spout �3 Metal Railing Planter 5 Window F6 Window with Louver �7 Clearstory 8 Roof Above Building Below ❑g 10 Trellis F WE I I I I I I I I I 121 2 A4.10 I I I I 1 I I 83�4„ ti _ IL N 0 ti 8 ❑6 211 ti c� 0 - - - - - -� - in 464" I 6'-0" 32'-8" I 3'-7" 9'-1 " 12'-0h 7" 8,_2„ 7,� 10'-0" 3 7 11�4" L. 6 4 6% 210 5 209 208 �n 207 Bath - - 211 Bath 212 212 , Girl's CL. 213 213 i Boy's Bedroom - 210 210 209 - - - - - - 214 - - - - Kid's Study / Library 207 - W.I.C. Storage - - z0 9 208 _ Girl's Bei 214 212 10 Open to Below DN 213 o Ill (aO2 Laundry/Stor. 206 Counter Space w/ Hamper Storage Underneath 5 II 214 0 206 CV 2 Office 205 io o � 205 i` 1 215 � 204 C Li I -- I Master Closet 525252 204 I I _ I I 216 1 i 2 A4.10 202 Master Bath 203 0 14' 1101, 0' 7" 6y Open to Below Master Bedroom 201 15'-7" 203 201 1q 201 Balcony E� 1/4" -1'4' 0 1 2 4 8' 3 Nt CV N Ch GENERAL PLAN NOTES AND LEGEND 1. All dimensions to Face of Finish Except Exterior Walls are to Structure 2. Provide a seamless transition from existing to new walls and finishes. 3. Match all wall to floor and ceiling transitions to existing. 4. Private garages and/or carports are to be separated from dwelling units and their attics by means of gypsum board or equivalent applied to the garage side. [CRC R302.6] 5. Garages and/or carports beneath habitable rooms shall be separated from all habitable rooms above by a floor/ceiling assembly consisting of not less than 5/8" Type X gypsum board or equivalent on the ceiling. Walls supporting this assembly shall be sheathed with not less than gypsum board. [CRC R302.6] 6. Doors between dwellings and private garages are to be solid wood, solid or honeycomb core steel doors not less than 1 3/8" thick or 20-minute fire -rated. Doors shall be equipped with self -closing or automatic self -closing and self -latching device. (Exception: Doors need only to be self -closing and self -latching devices when both dwelling and garage have approved fire sprinklers) [CRC R302.5] 7. Provide protection from damage to furnace or other gas -fired equipment by automobiles, at rear of garage. Pilots, burners, or heating elements shall be 18" minimum above floor. [CMC 305]. 8. Kitchens are to be provided with an exhaust fan with an exhaust rate of 100 cfm minimum for intermittent exhaust or 5 air changes per hour if continuous. Kitchen hood systems that vent air to the outside may be used for this purpose. [California Energy Code Section 150(o)] 9. Indicate clothes dryer to be vented outside and equipped with a back draft damper. Vent is to have maximum vertical and horizontal length including (2) 90 degree elbows of 14 feet. A length of 2 feet shall be deducted for each elbow in excess of two. [CMC 504.4] 10. Combustion air for dryer is to be provided per manufacturer's recommendations. Manufacturer's installation instructions are to be on site at time of inspection. GENERAL PLUMBING NOTES 1. Replace all non -compliant plumbing fixtures with water -conserving plumbing fixtures. Non -compliant plumbing fixtures are as follows: (1) any toilet manufactured to use more than 1.6 gallons of water per flush, (2) any urinal manufactured 1 to use more than one gallon of water per flush, (3) showerhead manufactured to have a flow capacity of more than 2.5 gallons of water per minute, (4) any interior faucet that emits more than A4.30 2.2 gallons of water per minute. [CGBSC 301; California Civil Code Section 1 101.1 ] 2. New water closets, showerheads and lavatory faucets are to be X2 water -conserving type plumbing fixtures and meet the following criteria: (1) the effective flush of water closets shall not exceed �2O 1.28 gallons per flush, (2) showerheads shall have a maximum flow rate of 1.8 gallons per minute at 80 psi, (3) lavatory faucets shall have a maximum flow rate of 1.2 gallons per minute at 60 psi and shall have a minimum flow rate of 0.8 gallons per minute at 20 psi. [CGBSC 4.3031 3. Kitchen faucets shall have a maximum flow rate of 1.8 gallons per minute at 60 psi. Faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. [CGBSC 4.303] 0 4. When a shower is served by more than one showerhead, the SE combined flow rate of all showerheads and/or other shower A3.10 outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. (Note: A hand-held shower is to be considered a showerhead for purposes of this provision) [CGBSC 4.3031 5. Water heating systems using gas or propane water heaters to serve individual dwelling units shall have (1) a 120V electrical 1 receptacle within 3 feet of water heater and accessible to the water heater with no obstructions, (2) a category III or IV vent or a Type B vent with straight pipe between the outside termination A4.40 and the space where the water heater is installed, (3) a condensate drain that is no more than 2" higher than the base of the installed water heater and allows natural draining without pump assistance, and (4) a gas supply line with a capacity of at least 200,000 Btu/hr WALL TYPE DESCRIPTION C2 � � WALL TYPE CALLOUT TYPE A WALLS: 2X4 WALL W/ STUDS @ 16" O.C. Al: %" TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) A2: FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. A3: 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD W/ %" TYPE'X' GYP. BD. AND LVL. 5 FINISH AT INTERIOR SIDE. A4: Y8" TYPE 'X' GYP. BD. BOTH SIDES. FLAT FRAME STUDS @ 12" O.C. (LVL. 5 FINISH) TYPE B WALLS: 2X6 WALL W/ STUDS @ 16" O.C. B1: %" TYPE'X'GYP. BD. BOTH SIDES. (LVL. 5 FINISH) 132: Y8" TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) B3: FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. 134: 3-COAT %" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD BOTH SIDES. 135: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT %', CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. 136: Y8" TYPE'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 4" WOOD SIDING O/ 4' FURRING STRIPS O/ 5/8" TYPE'X' GYP. BD. O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE C WALLS: 2X8 WALL W/ STUDS @ 16" O.C. C1: %" TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) C2: %" TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) C3: %$' TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH). INSTALL ACOUSTIC INSULATION B/T STUDS. C4: %" TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. C5: %" TYPE'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT Y8" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE D WALLS: 2 2X10 WALL W/ STUDS @16" O.C. (V.I.F. (E) CONDITIONS) Dl: $' TYPE'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) A4.40 D2: %$' TYPE'X' GYP. BD. ONE SIDE PER PLAN. (LVL. 5 FINISH) FLOAT TILE OR STONE PER INT. ELEV. O/ BACKER BOARD ONE SIDE PER PLAN. D3: %$' TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT Z8" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. TYPE E WALLS: DBL. 2X CAVITY WALL. (VARIED THICKNESS) El: Y8" TYPE 'X' GYP. BD. BOTH SIDES. (LVL. 5 FINISH) E2: %" TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH) 3-COAT Z8" CEMENT PLASTER W/ MTL. MESH BACKING O/Y2' EXT. GRADE PLYWOOD AT EXTERIOR. E3: 3-COAT Z8" CEMENT PLASTER W/ MTL. MESH BACKING 0/Y2" EXT. GRADE PLYWOOD BOTH SIDES. TYPE 'X' GYP. BD. INT. SIDE PER PLAN. (LVL. 5 FINISH). 2' WOOD SIDING O/ 4' FURRING STRIPS O/ 5/8" TYPE 'X' GYP. BD. O/%" EXT. GRADE PLYWOOD AT EXTERIOR. TYPE V WALLS: V1: Y8" TYPE 'X' GYP. BD. OVER 2X FLAT STUDS FURRED OVER STRUCTURAL CONC.WALL (LVL. 5 FINISH) V2: $" BOARD -FORM CONCRETE PANELS THIN SET ONTO STRUCTURAL CONC. WALL PER MANUFACTURE RECOMMDATION TYPE IN WALLS: DENOTES INSULATED WALL IN 1: WALL TO RECEIVE ACOUSTIC INSULATION BETWEEN STUDS IN2: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-19 TO BE PROVIDED PER MECH. PLANS IN3: WALL TO RECEIVE THERMAL INSULATION BETWEEN STUDS. MIN R-16 TO BE PROVIDED PER MECH. PLANS TYPE SH WALLS: DENOTES (N) & (E) SHEAR WALL PER STRUCT. DWG'S SH1: ADJUST WALLS TO BE SHEAR WALLS PER STRUCT. DWGS SH2: (E) SHEAR WALL TO BE PROTECTED DURING CONSTRUCTION. (SEE STRUCT. DWGS) Ln r Q V L V } E O.0 4) E •� 3 W W _� V _ V M N N A* Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: UPPER FLOOR PLAN Project No. Drawn by 22304 _ Scale: Date: %4" = 1'-0" June 09, 2025 Sheet No. A2,020 UPPER FLOOR PLAN Scale: 1/4" = V-0" Page 71 of 93 n w m_ _ O n Q IL z M O w O 3 z_ 0 O LU w z Q m z O Q U m O z O U 0 O ry n w M w V) w ry LLi V) U V) O 0 w r J V) U) w x w V) LL O w w z O Q U m F, 0 z Q 0 w Q w w ry w 3 LU w _ _U O w V) J Q z_ 0 Or O w O 0 w U V) Lu w M V) z O Q U LL U w CL V) 0 z Q V) z Q J w V) w LL O w V) w UPPER FLOOR REFLECTED CEILING Key Notes 1� Attic Access FWood Tongue & Groove Slats PWood Beam Painted Gyp. Bd. Drapery Pocket Light Cove LIGHTING LEGEND LED, Custom Pendant / Chandelier / Surface Mounted Fixture (To be selected and provided by Owner/Architect) + LED, Custom Wall Sconce (To be selected and provided by Owner/Architect) Adustable LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. p LED Recessed Light by Aculux Precision Recessed Lighting 3" Aperture IC Rated, AX3SQ; UL Rated for Wet Locations. =E='-- LED under -cabinet light / LED cove light — 1 x 4 LED Utility light. Hanging or flush mount S Combination smoke detector and carbon monoxide sensor with battery backup 9 Vacancy Sensor f Ceiling Slope (Arrow Points in down direction) Exhaust Air Fan / Range Hood - — — — A4.30 Min. 50 CFM at Bathrooms / Min. 100 CFM at Kitchen n Stacked Curtain and Recessed Top Track. XCurtains and Shears to be DPCI 2 — DL-XX Decorative Light Fixture Tag / Finish Tag A4.20 (See Sheet A6.10 for Designer Schedulea) 0 1 2 4 8' GENERAL NOTES 1. All decorative lighting fixture to be designer provided, and contractor installed (DPCI) 2. All recessed directional lights and downlights to be IRiS 3" P3LED fixtures. Install per manuf. specs. (CPCI) 3. California Certified to be on site at time of inspection of all L.E.D. and High Efficacy fixtures. 4. Smoke detectors are required to be installed in existing sleeping rooms and areas providing access to sleeping areas in addition to those required for new construction (CRC R314.6). These smoke detectors may be battery operated only. They are to be provided on the wall or ceiling centrally located in the area giving access to sleeping rooms and also in each sleeping room. 5. Carbon Monoxide Alarm (with battery backup) at all new dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwelling units or sleeping units that have attached garages (CRC315.25). Alarms are to be interconnected such that activation of one alarm shall activate all of the alarms in that individual unit. They are to be provided outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedrooms. 6. See A6.10 Finish and Fixture Schedules for all referenced (LfXD tags. 7. A) Insulation shall be applied in direct contact with the underside of the structural roof sheathing and shall either be entirely of an air -impermeable product. B) Or, shall have a layer of air -impermeable product installed in direct contact with the underside of the structural roof sheathing with the balance of the insulation being air -impermeable below it. C) Or, Air -permeable insulation alone may be applied directly below the structural sheathing when rigid insulation with an R-value of R-5 minimum is installed directly above the structural roof sheathing for condensation control. GENERAL LIGHTING NOTES 1. Additional requirements for any recessed downlights in ceilings are as follows: They shall not have screw based sockets, shall contain JA8-certified light sources, and shall meet performance requirements of CEC Section 150.0(k)1 C. (Note: Listing of CA certified fixtures is located on the California Energy Commission website at the following hyperlink: (http://appliances.energy.ca.gov/advancedsearch.aspx.) 2. Outdoor lighting permanently mounted to a single family dwelling or other buildings in the same lot shall be high efficacy and must be controlled by an on/off switch that does to override to ON the items listed below. Also, the lighting must by one of the following methods: i) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or ii) Controlled by any of the following: (1) Photocell and automatic time switch control. Controls that override to ON shall not be allowed unless the override automatically return the photocontrol and automatic time switch control to its normal operation within 6 hours, or (2) Astronomical time clock. Controls that override to ON shall not be allowed unless the override automatically return the astronomical clock its normal operation within 6 hours and which is programmed to automatically turn the outdoor lighting OFF during daylight hours, or (3) Energy management control system which meets all of the following requirements. At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9 of the standards; meets the Installation Certification requirements in —Se-ctiorrt,t)n f the standards; meets the requirements for an EMCS in Section 130.5 of the standards; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. 4. All Interior Lighting to be controlled by a Lutron Lighting System. 5. Artificial light shall be provided that adequate to provide an average illumination of 10 (CRC 6) foot-candels over the area of the room at a height of 30 inches above the floor level AND a whole house ventilation fan is provided 6. All Exterior Sconces are to be Designer Provided, Contractor Installed (DPCI) and can be found per the Designer's Appliance Fixture and Finish Schedules on Sheet A6.10. Reference Light Fixture GENERAL MECHANICAL NOTES 1. Rooms containing a bathtub, shower, spa, or similar source of moisture are to be provided with an exhaust fan with an exhaust rate of 50 cfm minimum intermittent or 20 cfm continuous, ducted to the exterior of the building. Unless it functions as a component of a whole house ventilation system, it must be controlled by a readily accessible humidistat and shall be Energy Star compliant. Please note this on the plans [CGBSC 4.506; California Energy Code Section 150(o)] ENERGY CONSERVATION NOTES 1. All interior residential lighting is to be high efficacy. 2. Replace all (E) Switches with a (N) Dimmer Switch 3. Except for closets less than 70 square feet and hallways, all luminaires that are installed with JA8-certified light sources are required to be controlled by either a dimmer or vacancy sensor. 4. At least one luminaire each bathroom, garage, laundry room, and utility room shall be controlled by a manual on/automatic-off vacancy sensor Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: UPPER FLOOR REFLECTED CEILING PLAN Project No. Drawn by: 22304 _ Scale: Date: 1 /4" = 1'-0" June 09, 2025 Sheet No. A2922 �Y.1:1 Fri ILlIBi 1Qi]Y Page 72 of 93 0 w CO _ O CL V) Q Z_ O w 0 3 Z 0 O _ F- LU Z Q r m Z O F- Q U m CL O Z O F- U 0 O fl- ctf uJ R uw atf LLi _ U ZD Ln O 0 w J V) V) w Otf w 0 w w Z 0 Q U m CL 0 z Q 0 w Q w w Qtf LU w _U _ 3 o- O w V) J a Z C� O w 7- 0 0 w F- U V) LU w z O Q U LL__ U w CL V) 0 z Q V) Z Q J LU U) w _ LL O w _ w 2 �3O 2 �.2O D — NW A3.00 1 A4.40 2 �.4O 2 A4.10 I I NE A3.10 SW A3.00 2 A4.10 I 2 3 General Notes A. All roof coverings shall be Class "A" as specified in Building Code 1505.1.1 (Residential Code R337.5 & R902) B. Where valley flashing is installed, the flashing shall be not less than 0.019-in (0.48 mm) No.26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72 pound (32.4 kg) mineral -surfaced non -perforated cap sheet complying with ASTM D3909, at least 36" wide (914 mm) running the full length of the valley. R337.5.3 Building Code 705A.3. C. Roof Gutters shall be provided with a means to prevent the accumulation of leaves and debris in the gutter (Residential Code R337.5.4 and Building Code 705A.4) D. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, underfloor ventilation, foundations and crawl spaces, or any other opening intended to permit ventilation, either in a horizontal or vertical plane, shall be in accordance with Section 1202 of the California Building Code and Sections R337.6.1 through R337.6.2 to resist building ignition from the intrusion of burning embers and flame through the ventilation openings. Ventilation openings shall be fully covered with Wildland Flame and Ember Resistant (WUI) vents approved and listed by California State Fire Marshall, or WUI vents listed to ASTM E2886, by complying with all of the following: 1. There shall be no flaming ignition of the cotton material during the Ember Intrusion test. 2. There shall be no flaming ignition during the Integrity Test portion of the Flame Intrusion Test. 3. The maximum temperature of the unexposed side of the vent shall not exceed 662°F (350°C) Vents shall be covered with a mesh where the dimensions of the mesh therein shall comply with all the following: A1. Vents shall be covered with a mesh where the dimensions of the mesh therein shall be a minimum of 1/16 inch and shall not exceed 1/8 inch in diameter. 2. The mesh material shall be noncombustible. 3. The mesh material shall be corrosion resistant. Residential Code R337.6. and Building Code 706A.2. Note: There are no attic vents provided. All cavity are filled with closed cell spray foam insulation -0 E. Key Notes 1� Solar Roofing ElPainted Metal Gutter and Down Spout �3 Metal Railing ElSky Light El Planter Louver �7 Clearstory ❑8 Roof ❑9 Roof Above 10 Building Below 11 Flat Roof, Slope to Drain Ao Date: Description: 2-1 1-2025 - Resubmittal 1st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Roof Plan Proiect No. Drawn by: 22304 Scale: Date: 3/16" = 1'-0" June 09, 2025 A2,e3O PROPOSED ROOF PLAN Scale: 3/16" = 1'-0" 0 1 2 4 8' Page 73 of 93 0 w CO O ry a V) Q Z O w O _ z 0 O wC z Q co co Z O Q U m CL z O F- U n O ry CL w ctf LLi R LU atf LLi V) _ U ZD V) O 0 w J V) V) W X w 0 w LU z 0 Q U m z Q 0 w Q w w Qtf LU LU w U_ _ 3 O LL w V) J Q Z'n V O w T- o 0 w U V) LU w V) V) z O Q U LL- LU CL V) 0 z Q V) z Q J CL LU U) W _ LL O W N LU _ J r) North West Elevation L Scale: 1 /4" = V-0" <(1 2 A4.30 A4.20 < VI F E II A❑ J 0 �A44 { •�r�. ti � ' s. •T 7 �.. :aw Ohl' k . I +1247'-0" T.O. Plate +1239'-0" Finish Floor +1228'-0" Finish Floor +1247'-0" T.O. Plate +1239'-0" Finish Floor +1228'-0" Finish Floor +1216'-0" Finish Floor General Notes: 1. These Elevations are for Material Referenced Only. 2. For Color Samples and Finishes, Refer to Detail 1/ A3.40 3. For Building Heights Refer to Sheet A3.20 and A3.30 Key Notes: 0 Tesla Solar Roofing ❑ Harding Batten Board, Smooth Grain (Boothbay Blue) 0 Harding Batten Board, Smooth Grain (Arctic White) 0 Exterior Plaster (Off White) 0 Stainless Cable Railing 0 Wood Louver ❑ Window/Door Mullion BY Weather Shield ❑ Precast Concrete Formed J❑ Copper Gutter / Cap ADate: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Building Elevations Colors & Finishes Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A3,000 I South West Elevation I Scale: 1 /4" = V-0" Page 74 of 93 WGA ARCHITECTURE I INTERIORS ., R�R ■' Y • ' 7 .a 4 . r �•� sow 0 di 1 - 1, _ • 4 '� •i� �/'�'�l MI f r' I% - J %J i a 0 ! r .0 F `+■ ■ j r R � t ■ i T • * � � '■■ ,tw # ■ _ ■ _ ' _ Q t i .14 ■ y ;` i ■ i ■ S • 7 - ■ jmm '}4 f' ■ �� • } r � f r Ir a ■■ }*� IF + • j NIP 4 ,Mar h ■ Wr IL '4 ip z� 14 N't1 rl .i.-.A X\ 4fe 9 + 7-14� 1 R •r �t �l r , i • - �r r• •s � r■ - - .. .+ MM ■ t r '1 1250 COAST VILLAGE RD., STE. 'Y SANTA BAR BARA, CA 93108 805.969.5074 1 WWW.WGARCH.COM • 0 } i •=• u 0 W CO O IL V) Q z W O LU O _ z 0 O _ w r z Q m z O Q U m W O z O F- U 0 O IL W W Lu V) LU W LLJ V) U ZD V) O 0 W 2 J N N W W d X W N 0 W W W z O R Q U J m W n z Q 0 W IL Q W W CL W W 3 W _ U_ _ W O LL W N J Q z ^ , V W O W _ O 0 W U it V) LU W V) V) z O R Q U U W IL V) 0 z Q V) z Q J W W V) W _ LL O W N W _ / / 45° / / 2 1 2 / A4.30 A4.30 A4.20 / / / / I I +1247'-6" ITop of Ridge I +1245'-7" Top of Ridge I 10 I I �I U o N 12 n 2 10 I i t I I I I I I I I II I I I I I i III III III III —III III III= North West Elevation L Scale: 1 /4" = 1'-0" 35' MAXIMUM HEIGHT LIMIT 0 A 2 1 A4.40 13 1 10 6 _ 0 w _ X Q 0 cM 14116 4 EU 45° A 2 14 A4.40 1 I ❑9 I I clJ UIca 10 I 13 I +1244'-9" Top of Ridge 13 I I 15 I O 11 III Ili lil ill III III II III III III III III III III III III III III III III III III III III III III III III III III III III III= III —I I III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III— II —III —III �I� I�� ICI III �I� I�� ICI III III I�� ��I III III —III —III —III III I�� ��I III III I- / 45° / — / / 2 / A4.10 / t — 35'MAXIMUM HEIGHT LIMIT 4 CO I +TW 1231.67 T +BW1227.5 I +TW1231.0 +BW 1227.0 General Notes A. All roof coverings shall be Class "A" as specified in Building Code 1505.1.1 (Residential Code R337.5 & R902) B. For colors and materials, please refer to photos on sheet O A3.40. For the elevation J colors and materials. please refer to sheet N A3.00 and A3.10 O � A v N m =-III III III III III III III III III III III I k I III III III III 7-77 III III III III III III III III III III III - - —III—III— —III—III— III —III —III —III —III —III —III —III —III —III —III —III —III —I 11= +1252'-4" T.O. Ridge +1247'-0" T.O. Plate +1239'-0" Finish Floor +1228'-0" Finish Floor Key Notes 1� Solar Roofing 2 Louvered Door, see schedule �3 Metal Railing ❑4 Metal Trellis ❑5 Planter Wood Louver LU �7 Clerestory _ o X 8 N 9 Exterior Plaster 10 Fiber Cement Siding 11 Formed Concrete 12 Wood Fence & Door 13 Alum. Window / Door 14 Copper Gutter / Cap 15 Alum. Panel Insert 16 Wood Fascia 2 III—III—III—III—III—III—III—III—III—III—III—III—III—�—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— i i op of wan Lo CD =1 I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I � �. III III III III III III III III III III III III III 1 III III III III III III III III III III III III III III III III III III III III � � 11 72 11 -III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III � III III III III III III III III III III III III III � III III III III III III III III III III III III III III III III III III III III III III III 5 - N —III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III 11 III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III - "� III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III � III � � III Top of Wall —III—III—III—III—III—III—III—III—III—III—III—III—III— —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III —III —III III —III —III —III —III —III— V III —III —III —III —III —III —III —III —III —III —III —III —III —III III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III —III— —III—III— —III—III—III—III—III—III—III—III- +1228'- ' —III—III—III—III—III—III—III—III—III—III—III—III—III— —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III —III —III III —III —III —III —III —III— 7TT_ Finish Fo r— _ —III III III III III ICI ICI III III III III III III ICITdCI III III III III III III ICI ICI III III III III III III ICI III III III III III III ICI ICI III III III � III ICI ICI III III III III III III ICI ICI III III III III III ICI ICI III ��I III � - III III III III III ICI ICI III III III III III III ICI III III III III III ICI ICI III III III III III III ICI ICI III III III III III III ICI ICI III III III ICI ICI III III III III III III ICI ICI III III III III III III ICI ICI III III III � = r /#\ Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Building Elevations Height Study Project No. Drawn by: 22304 Scale: Date: June 09, 2025 Sheet No. I South West Elevation I Scale: 1/4"= 1'-0" A3020 Page 76 of 93 0 w CO _ O ry Cl- V) Q z_ O w O z_ 0 O F- LU z Q r CO z O Q U m CL z O F- U O ry CL ctf R w atf LLi V) U ZD V) O 0 w J V) V) w w X w 0 w w z O Q U J CO 0 z Q 0 w w w Qtf LU w _ U_ O w V) J Q z C� O w O 0 U V) LU w z O Q U LL- w CL V) 0 z Q V) z Q CL w U) w w O w w 2 oN, South East Elevation Scale: 1 /4" = V-0" 0 +TW 1225.0 _,Ih_ +BW1222.0 Y 13 3 +TW1221.0 +BW1217.0 5 11 OIL +FS1217.5 +TW 1220.0 +BW1216.0 Y 11 I� I� III III III III I� II I1 III III III III III III III III III III III III III III III III 1 A _rj 450 LF-17 2 ` A4.10 ` I N CIJ / 0 4-� Un I Ll ]Ell Uj 01 m General Notes A. All roof coverings shall be Class "A" as specified in Building Code 1505.1.1 (Residential Code R337.5 & R902) B. For colors and materials, please refer to photos on sheet A3.40. For the elevation colors and materials. please refer to sheet A3.00 and A3.10 E +1247'-0" Key Notes T.O. Plate 1� Solar Roofing Louvered Door, see schedule ❑3 Metal Railing 4� Metal Trellis +1239'-0" Finish Floor ❑5 Planter Wood Louver �7 Clerestory 8 Exterior Plaster 10 Fiber Cement Siding 11 Formed Concrete +1228'-0" Finish Floor 12 Wood Fence & Door 13 Alum. Window 14 Copper Gutter / Cap 15 Alum. Panel Insert Wood Fascia 16 + 1216'-0" Finish Floor + 1247'-0" T.O. Plate +1239'-0" Finish Floor FS1 25.0 +1228'-0" +FS1221.5 +F Finish Floor Top of Wall +FS1219.0 .177�tll — III I +1216'-0" Finish Floor III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Building Elevations Height Study Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A3,030 North East Elevation Scale: 1 /4" = V-0" Page 77 of 93 WGA ARCHITECTURE I INTERIORS " r• '1 Y - � .r I ••J •r 1`• 1 Y:r• W s1 r r a k�! -'r f r .+ a J. ` f � _ , .��. • J r �w •4 n k' 1 '!x -r irrw• a J' S •C" J Y 7Nib— •y. r1• .0 � r'•' • h R� E• '�� .i r i1 �YZS. •'r`•� V' n• raa' '..�.-' yA.l.: ' r Wit,. �• • , 7 � Y " �` F...a'r+ • - s. �` . .r f :f 'f ', -�.r �. _ .•a:."'■ �� r5, . al;• �N �yrF 1 - �� "w:. , t•: � ..,,��; -, . r �. �c . � err ; * •� . ,I} )" 'x, ']�. 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WIIIIIIIIIII :�. •• ^S"TA • r+l. �R �I •� 1 � !r� r ifs 1 Pm r, a I NOVEREVISONE-AM Charcoal Grey _ - �t,. ' Vic• - - , ''''�. .•l:;. •+r • r- r •r. r 1r 1 • i y � i • Y.n _ i-Y.- I •r' I� .j k Tt.. e S 1 t r .IIF' I Y s* •v`: - i .y`. i ems. ;.r •.-t. a' � L• i r•Y - l' r C • 1-�. K' ry 1 Yi . .. - �. - - 1 � f , e • - R .ems.... ;..,h„ i ; y •+ - rIlk �+ _ .. - • - - .rill A i t YaY„ °k 4111 •x \ 1250 COAST VILLAGE RD., STE. 'Y SANTA BARBARA, CA 931 08 805.969.5074 1 WWW.WGARCH.COM 4 r) w CO _ O ry Cl— V) Q z O w J O 3 Z n 0 w r z Q r CO z O F— Q U m CL z O F- U O ry CL ctf w atf LLi V) U ZD Ln O 0 w J V) V) w w X w 0 w w z O Q U J CO z Q 0 w Q w w Qtf LU w _ U_ 3 O w V) Q z C� O w O 0 w U V) LU w z O Q U LL- w CL V) 0 z Q V) z Q CL w U) w LL O LU N Lu 3ecrlon Scale: 1/8"= 1'-0" 2 3ecrion Scale: 1 /8" = 1'-0" -�z U --F - — — — — — — — 0 U V)U Q O O 2 A4.01 35' Height Limit Above Grade I A4.01 25' Setback from Buildable Pad 'i (on a descending Slope) oL ±1251.92 T.O. Ridge _ h+1239' T.O. Ply @ 2nd Floor fisting Grade oL +1228.0' F.F. Main Level F.F. +1216' Lower Level F.F. ±1252.33' T.O. Ridge F 1239' F.O. Ply @ 2nd Floor +1228.0' F.F. Main Level F.F. F1216' Lower Level F.F. de @ 2nd Floor Y F.F. wel F.F. Level F.F. Ming Grade 0 0 N Key Notes aLine of Existing Grade to Be Excavated (Cut) ❑2 Compacted Fill Dirt (Grading) �3 Fence Line U) 1140 r 01* V 41) V } 0.0 4) E D 0 CL 4 _> V _ V J M N N Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Building / Site Sections Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A4,000 Section Scale: 1 /8" = 1'-0" 0 2' 4' 8' 16' Page 79 of 93 r) w CO _ O ry Cl- V) Q z O w J O 3 z n O F— LU z Q CO CO z O F- Q U J CO CL O z O F- U O ry CL w ctf LLi R uw atf LLi V) U ZD Ln O 0 w J V) V) w X w 0 w w z O Q U m z Q 0 w Q w w Qtf 3 LU w _ U_ 3 O w V) J Q z'n V O w O 0 w U V) LU w z O Q U LL- w CL V) 0 z Q V) z Q J CL LU U) w LL O w w 3 2 Section Scale: 1 /8" = 1'-0" Section Scale: 1 /8" = 1'-0" 2 A4.01 HEIGHT LIMIT 3 3 1 2 A4.01 A4.00 A4.00 A4.00 4 3 3 1 2 A4.01 <(] A4.00 <( A4.00 <(] A4.00 e 1244.8' T.O. Ridge o,L+1239' T.O. Ply @ 2nd Floor +1228' Entry Elvel F.F. 1244.8' T.O. Ridge +1239' T.O. Ply @ 2nd Floor +1228.0' F.F. IF Main Level F.F. +1216' Lower Level F.F. 04 N 0 CV +1245.6' T.O. Ridge +1239' Top of Plate - Garage (2nd Floor T.O. Ply) +1228' Entry Elvel F.F. +1216' Lower Level F.F. xisting Grade Key Notes aLine of Existing Grade to Be Excavated (Cut) ❑2 Compacted Fill Dirt (Grading) �3 Fence Line Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Building / Site Sections Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A4.01 Section Scale: 1 /8" = 1'-0" 0 2' 4' 8' 16' Page 80 of 93 0 w CO _ O ry Cl- V) Q z O w J O _ 3 z n O _ F- LU L z Q CO CO z O F- Q U m CL z O F- U O ry CL ctf LLi LU atf LJ V) _ U ZD V) O 0 w J V) V) w X w 0 w w z O Q U m z Q 0 w Q w w Qtf LU w U_ _ 3 O LL w V) J Q z'n V O w T- o 0 w U V) LU w z O Q U LL- w CL V) 0 z Q V) z Q J CL LU U) w _ LL O w N w _ Section 2 Scale: 1/ 4" = V-0" Key Notes 1� Solar Roofing Glass Railing �l1� nn I '2 I �Ao+r�vl I?r�vilir�r�v I()' r)" NO =r x to Drain Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Building Sections Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A4,01 0 Section 8' Scale: 1 /4" = V-0" Page 81 of 93 r) w CO O ry Cl- V) Q z O w O z 0 O w z Q r m z O Q U m CL z O F- U 0 O ry CL ctf M R uw atf V) U ZD V) 0 0 w J V) V) w X w 0 w w z 0 Q J m z Q 0 w w w Qtf LU w _ U_ 3 O w V) a z C� O w O 0 U V) LU w V) z O Q U LL- w CL V) 0 z Q V) z Q J CL w U) w LL O w w I � I � I � � 20 Z i�� A8.01 A4.10 I i i � I I I9 I A8.03 SIM. M -E� M III III III III III III III III III III II II I I II II Section 2 Scale: 1/ 4" = V-0" Son's Closet Hall Mechanical Storage I I I I I I I I I I I I I I I I I I • Elev. Shaft Key Notes 5 1� Solar Roofing ZA8, 2� Glass Railing OIL +1253'-3" �3 Metal Railing +1252'-4" 1 1 T.O. RidgeT.O. Ridge 4� Trellis A4.20 A4.10 ❑5 Planter - HEIGHT LIMI Wood Louver - - - - - - - - - - - - - - Clerestory A8.02 I 8�Basement Beyond 9 kylhtig +1247 -0 T.O. Plate 10 11 12 T&G Wood Siding Out Swing Shutter Wood Beam Library Daughter 15 14 0 A8.02 Cove Lighting 14 Existing Grade Li +1239'-011 15 Flat Roof, Slope to Drain Finish Floor LU 11 9 = Q Kitchen oL +1228'-0" Finish Floor 3'-9° +TW 1219.0 +BW1216.0 Mechanical Hall Craft 5 Pool Deck Lower Terrace \ ot +FS1213.0 MoL I I +1216'-01 d , aFinish Floor III III III III III III III III II - I II .II W�: I 'II�I��I„ICI„�� III - I I I I I1 2 1 I J +1253'-Y A4.30 I A4.20 A4.40 I / T.O. Ridge o � o / 9 450 / L 12 11 15 \ I I I I L 35HEIGHT LIMIT J I I13 I10 2 Kid's Bath Kid's Study / Library }' A8.02 N (n SIM. o I8 N A8.02 \ I 11 I7'-10" I I 2 A4.40 19 16 +1252'-4" A8.01 A8.01 T.O. Ridge SIM. Master Hall Living / Dining \ I L1--j Pantry Kitchen `° Hall co p I 00 \. I I T.O.Railin BBQ ih +12 5.0 Finis Floor OL +TW1221.5 ❑5 Theater / Gameroom -� G +FG1222.0 I Craft o y Walk - 0 +BW1217.5 planter beyond " 1215.0 � I ° Section 1 Scale: 1 4" = V-0" -AD IIII�I I - 14 Closet 4 A8.02 Master Bath Guest Bath 0) 1 A8.02 8'-8" 4'-10" ILI +FG1224.5 +TW1 24.65 ❑+BW 1222 5 - a• I - ❑5 Walk -I III 0 0 CV +TW 1220.5 10'-0" Setback U) 01* 1140 Q V 4) L V } = i � 0.0 41) 0 CL V 4 _> V D _ V J M N N -!- Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Building Sections Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A4.20 Page 82 of 93 r) w CO O ry Cl- V) Q z O w J O 3 z n O F- LU L z Q co m z O F- Q U m CL z O F- U O ry CL ctf LLi LU atf LJ V) U ZD V) O 0 w J V) V) w X w 0 w w z O Q U J m z Q 0 w w w Qtf LU w _ U_ 3 O w V) Q z C� O w O 0 w U V) LU w V) z O Q U LL- w CL V) 0 z Q V) z Q J CL LU U) w LL O w N w Section Scale: 1 /4" = 1 '-0" 35' HEIGHT LIMIT I I I I � I I2 1 1 +1253'-3" I A4.10 A4.20 A4.10 T.O. Ridge I Y �j T7 U �I I 5 7 I� I A8.01 +1245'-7" T.O. Ridge ( Dauahter iT\A14 013 1 -111 � I I I � III_III_III_III_III_III_III_III_III_III_III_III_III_III_�_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_ i l l �:. � �. _ I_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I � _I I I_I I I_ -1II IIIII_III_III_III_III_III_III_III_III_III_III_III_III_III_III_�_III_III_III_III_III_III_III_III_III_III_III_III--1II_III_III_III_III_ _ _ " III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-�-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III -III -III -III -III -III III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III III III III -III -III -III -III -III III -III -III -III -III -III -III -III -III- I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III -III -III -I I I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III -III III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III III III III III III III III I_ I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III,I, III III III III III III III III III III III III III III III II III III III FA III III III III III III III III III III III III III III III III III III III III �����i III III III III III III III III III III III III +1252'-4" T.O. Ridge Wal OL +BW1214.0 Key Notes 1� Solar Roofing Glass Railing �3 Metal Railing 4� Trellis Planter Wood Louver �7 Clerestory ❑8 Basement Beyond Skylight 10 Out Swing Shutter 11 Wood Beam 12 T&G Wood Siding 13 Cove Lighting 14 Existing Grade 15 Flat Roof, Slope to Drain +TW1213.0 +BW1209.0 +1247'-0" T.O. Plate +1239'-0" Finish Floor +1216'-0" Finish Floor Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Project No. Drawn by: 22304 ate: June 09, 2025 A4,030 Section Scale: 1 /4" = 1'-0" 0 1 2 4 8' Page 83 of 93 0 w CO _ 0 ry Cl- V) Q z 0 w J 0 3 Z_ n 0 F- LU L z Q co m z 0 F- Q U m CL z 0 F- U 0 ry CL ctf w atf V) U ZD Ln 0 0 w J V) V) w X w 0 w w z 0 Q J m Z Q 0 w Q w w Qtf LU w _ U 3 0 w V) Q Z i� 0 LU 0 V) LU w V) z 0 Q U LL- w CL V) 0 z Q V) z Q J CL LU U) w LL 0 w w I I HEIGHT LIMIT — I I I I _4 T H Section - - - - - I I I I I +1250'-10" I IT.O. Ridge 2 I I A4.10 19 IA8.01 I Y I U cv �I I I 1 I 13 4 Stairs Entry 15 \ F. r 1 m - I LL ml co I I I I I I I I I a� I II I I II II I I II II I I II II I I II II III_ a. e lil iil ili Ili lil ill ili lii lil ill ili lii lil ill ili lii lil ill ili `1—iL �a 1 A4.20 ROOF BEYOND 1 A4.10 — 35' HEIGHT LIMIT — — 11 Living / Dining Lounge Balcony 6 A8.03 2 A8.03 �3 A8.03 Pool Key Notes 1-1 Solar Roofing Glass Railing 3 Metal Railing ❑4 Trellis ❑5 Planter 6] Wood Louver MClerestory 18 I Basement Beyond F.G. Skylight 10 Out Swing Shutter 11 Wood Beam 12 T&G Wood Siding 13 Cove Lighting 14 Existing Grade 15 Flat Roof, Slope to Drain Finish Floor (Lower Level) 0 +1247'-0" T.O. Plate I +1239'-0" Finish Floor +1228'-0" Finish Floor ±1216'-0" Finish Floor (Lower Level) Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Project No. Drawn by: 22304 Date: June 09, 2025 A4,040 Section Scale: 1 /4" = 1'-0" 0 1 2 4 8' Page 84 of 93 0 w m_ _ O n Q IL z M O w O _ 3 z_ 0 O _ LU w z Q m z O Q U m O z O U 0 O ry 0- w M LLi V) LU ry LLi V) _ U V) O 0 w r J V) U) w X w V) LL O w w _ z O Q U m F, 0 z Q 0 w Q w w ry w w U _ O w V) Q z 0 Or O w _ O 0 w U V) Lu w M V) z O Q U LL w CL V) 0 z Q V) z Q w V) w LL O w V) w _ DOOR SCHEDULE U Value: TBD (Typ. for all Glazing) Sizes are dimensioned to door opening. SHGC: TBD (Typ. for all Glazing) DOOR SCHEDULE U Value: TBD (Typ. for all Glazing) Sizes are dimensioned to door opening. SHGC: TBD (Typ. for all Glazing) GENERAL DOO R NOTES NUMBER TYPE OPENING SIZE (WxH) USE Door Door Jamb Jamb DETAILS REMARKS NUMBER TYPE OPENING SIZE (WxH) USE Door Door Jamb Jamb DETAILS REMARKS GENERAL DOOR NOTE Material Finish Material Finish Head Jamb L Jamb R Threshold Material Finish Material Finish Head Jamb L Jamb R Threshold 1. PROVIDE BUG SCREENS BY MFR. AT ALL OPERABLE WINDOW LOCATIONS U.N.O. 2. CONTRACTOR TO VERIFY ALL OPENING DIMENSIONS PRIOR TO WINDOW ORDER. L:xtenor: 3. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF 2/A8.03 2/A8.03 THE GLAZING IS WITHIN A 24" AREA OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND (001) A 18'-7" x 1 1'-0" Exterior Alum. Annodized Alum. Annodized 2/A8.03 (Sim.) (Sim.) 1 /A8.03 Sliding Doors to Pocket (122) L 3'-0" x 8'-0" Interior Wood Painted Wood Painted - WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE SHALL BE RATED FOR IMPACT HAZARD. 002 B 13'-0" x 1 1'-0" Exterior Alum. Annodized Alum. Annodized 2/A8.03 2/A8.03 2/A8.03 1 /A8.03 Sliding Doors 123 L 3'-0" x 8'-0" Interior Solid Wood Painted Wood Painted 1 $" thick solid wood, 20 min rated, self -latching and equipped 4. EGRESS NOTE: EVERY SLEEPING ROOM SHOULD HAVE AT LEAST ONE EXTERIOR DOOR OR WINDOW (Sim.) (Sim.) with aself-closing device per Residential Code R302.5 APPROVED FOR EMERGENCY ESCAPE /RESCUE. THE MIN. REQ. DIMENSIONS PER CBC 310.4 ARE: MIN. NET CLEAR OPENING OF 5.7 SQFT; MIN. CLEAR OPENING OPENING HEIGHTOF 20"; MAX. FINISHED SILL HEIGHT OF Interior: L 3'-0" x 8'-0" Interior Wood Painted Wood Painted 44". 5. 5. ALL HABITABLE ROOMS SHALL HAVE: EXTERIOR GLAZED OPENINGS WITH AN AREA OF AT LEAST 1 /10 OF THE (010) M Wood/Glass Wood 125 L Wood Wood FLOOR AREA FOR LIGHT (10 SQFT MIN.) [CBC 1203.2]; OPERABLE EXTERIOR OPENINGS WITH AN AREA AT 2'-8" x 8'-0" Interior Painted Painted - 2'-8" x 8'-0" Interior Painted Painted - LEAST 1 /20 OF THE FLOOR AREA FOR VENTILATION (5 SQFT MIN) [CBC 1203.3]. 6. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO (011) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - (126) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - FABRICATION AND INSTALLATION. ADDITIONAL DOOR NOTES (012) N 2'-8" x 8'-0" Interior Wood Painted Wood Painted - (127) L 3'-0" x 8'-0" Interior Wood Painted Wood Painted - 1. REFER TO DRAWINGS FOR SWINGS OF DOORS. 2. ALL (N) DOORS SHALL BE SOLID CORE WOOD DOOR. - PAINT GRADE U.N.O. (013) M 2'-8" x 8'-0" Interior Wood/Glass Painted Wood Painted - (128) L 3'-0" x 8'-0" Interior Wood Painted Wood Painted - 3. ALL GLAZING IN DOORS TO BE TEMPERED. 4. FIELD VERIFY ALL CONDITIONS FOR PLACEMENT, SIZE, DETAILS. (014) N 3'-10" x 8'-0" Interior Wood Painted Wood Painted - (129) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - 5. PER UBC 2007, SECTION 2406.3, ALL GLAZING IN STALLED IN HAZARDOUS LOCATIONS TO BE SAFETY GLASS 6. UNDERCUT DOOR FOR MINIMUM CLEARANCE ABOVE FLOOR FINISH. 015 N 4'-2" x 8'-0" Interior Wood Painted Wood Painted - 130 L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - 7. PROVIDE DOOR SCHEDULE AND HARDWARE SPECIFICATIONS FOR ARCHITECT'S APPROVAL. 8. CLEAN AND REPAIR EXISTING DOORS, FRAMES & HARDWARE TO APPEAR AS NEW (016) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - (131) N 2'-8" x 8'-0" Interior Wood Painted Wood Painted - 9. CONFIRM EXISTING HEIGHTS, TYP. 10. A ONE HOUR OCCUPANCY SEPARATION BETWEEN THE HOUSE & GARAGE, ON THE GARAGE SIDE (017) M 2'-8" x 8'-0" Interior Wood/Glass Painted Wood Painted - (132) N 3'-0" x 8'-0" Interior Wood Painted Wood Painted - SHALL HAVE DOORS ALONG THE DESIGNATED SEPARATION LINE WITH SELF CLOSING, TIGHT FITTING, SOLID WOOD SLAB DOORS, 1 3/8" AS PER UBC SEC.406.1.4 1 l . COORDINATE KEYING OF EXISTING DOORS WITH NEW DOORS ALIKE. ALL ENTRANCE/EXITS TO BE 018 N 2'-6" x 8'-0" Interior Wood Painted Wood Painted - 133 N 3-0" x 8'-0" Interior Wood Painted Wood Painted - KEYED ALIKE U.N.O. ALL PRIVATE ROOMS TO BE KEYED SEPARATELY U.N.O. 12. VERIFY ALL START/STOP LOCATIONS OF FINISHES W/ ARCHITECT. 019 L 3'-0" x 8'-0" Interior Wood Painted Wood Painted - 134 L 3'-0" x 8'-0" Interior Solid Wood Painted Wood Painted 1 $" thick solid wood, 20 min rated, self -latching and equipped 13. PAINTED DOORS & FRAMES TO MATCH COLOR OF ADJACENT WALL U.N.O. with a self -closing device per Residential Code R302.5 14. ALL DOORS AND FRAMES IN RATED WALLS TO HAVE AN APPROPRIATE FIRE (HOUR) RATING. (135) L Interior Wood Painted Wood Painted 15. INTERIOR DOORS SHALL BE SOLID CORE WOOD DOORS U.N.O. Exterior: 2'-8" x 8'-0" 16. EXTERIOR DOORS TO BE CORE WOOD DOORS U.N.O. Wood/ 17. ALL NEW FENESTRATION TO HAVE TEMPORARY AND PERMANENT LABELS. (101) G 7'-8" x 9'-b" Exterior Stained Steel Powder Coat - (136) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted Glass DOOR HARDWARE NOTES (102) F 3'-0" x 9'-6" Exterior Wood Stained Wood Stained - 13 LL 2'-8" x 8'-0" Interior Wood Painted Wood Painted - 1. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED BUCK ASSEMBLIES AS SHOWN ON ARCHITECTS DRAWINGS, U.N.O. 2. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON (103) Y 18'-6" x 9'-6" Exterior Alum. Annodized Alum. Annodized - Exterior: ARCHITECTURAL DRAWINGS, U.N.O. 3'-0" x 7-6" Door + 3'-0" x 2'-0" Alum Clad Alum Clad Alum Clad Alum Clad 3. ALL LOCKSETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING 104 E Matching Panel Above Exterior Wood Painted Wood Painted - 201 H 14'-0" x 7'-6" Exterior Wood Painted Wood Painted - REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO TENANT PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING (105) C 1 V-8" x 9'-6" Exterior Alum. Annodized Alum. Annodized - Interior: - MANAGEMENT. 5. CONTRACTOR SHALL SUBMIT A DETAILED HARDWARE LIST WHICH INDICATES THE QUANTITIES, TYPES, Alum Clad Alum Clad MANUFACTURERS, CATALOG NUMBERS AND LOCATIONS OF THE VARIOUS ARTICLES OF (106) D 3'-0" x 9'-b" Exterior Wood Painted Wood Painted - (202) N 4'-0" x 7-6" Interior Wood Painted Wood Painted - HARDWARE REQUIRED. HARDWARE LIST SHALL BE SUBMITTED NO LATER THAN (30) DAYS BEFORE THE DATE THE SUPPLIER MUST PLACE THE ORDER WITH THE MANUFACTURERS IN ORDER TO MEET THE 107 DID 7-0" x 9'-6" Exterior Alum Clad Painted Alum Clad Painted 6/A8.03 6/A8.03 6/A8.03 5/A8.03 - 203 L 2'-10" x 7-6" Interior Wood Painted Wood Painted - PROJECT SCHEDULE. REVIEW OF THE HARDWARE LIST BY ARCHITECT SHALL NOT BE CONSTRUED AS Wood Wood (Sim.) (Sim.) CERTIFYING THAT THE LIST IS COMPLETE AND DOES NOT RELIEVE THE CONTRACTOR FROM (108) DID 7'-0" x 9'-6" Exterior Alum Clad Painted Alum Clad Painted 6/A8.03 6/A8.03 6/A8.03 5/A8.03 - (204) L 3'-0" x 7'-6" Interior Wood Painted Wood Painted - PROVIDING A COMPLETE PROJECT. Wood Wood (Sim.) (Sim.) b. EACH ARTICLE OF HARDWARE SHALL BE INDIVIDUALLY PACKAGED IN ITS MANUFACTURERS Alum Clad Alum Clad 6/A8.03 6/A8.03 CONTAINER; PROPERLY MARKED OR LABELED IN CONFORMITY WITH THE APPROVED HARDWARE clog)DID 7'-0" x 9'-6" Exterior Wood Painted Wood Painted 6/A8.03 (Sim.) (Sim.) 5/A8.03 - 205 L 3'-0" x 7'-b" Interior Wood Painted Wood Painted - LIST. 7. ALL HARDWARE APPLIED TO METAL DOORS OR JAMBS SHALL BE MADE TO TEMPLATE AND SHALL BE 110 D-W 3'-0" x 9'-6" Door + Exterior Alum Clad Painted Alum Clad Painted - (206) PP 5'-0" x 7-6" Interior Wood/Glass Painted Wood Painted - SECURED BY MACHINE SCREWS. 3'-6" x 9'-6" Tempered Side light Wood Wood 8. FURNISH TWO BUTT HINGES FOR DOORS UP TO 5 FT. HIGH AND ONE ADDITIONAL BUTT FOR EACH 2 (ill)G 3'-8" x 9'-6" Exterior Wood/ Stained Steel Powder Coat - 207 L 2'-8" x 7'-6' Interior Wood Painted Wood Painted - 1 /2 FT. Glass 9. CONTRACTOR SHALL FURNISH STANDARD STRIKE PLATES WITH EXTENDED LIPS WHERE REQUIRED TO 3-0" x 7-6" Louvered Door + PROTECT TRIM FROM BEING MARRED OR DAMAGED BY THE LATCH BOLT. (112) E-L 3'-0" x 2'-0" Matching Transom Exterior Wood Stained Wood Stained Louver Finish to match wood louvers (208) L 2'-6" x 7-6" Interior Wood Painted Wood Painted - 10. CONTRACTOR SHALL PROVIDE DUST COVERS AT ALL STRIKE PLATES. 11. HARDWARE SUPPLIER SHALL PROVIDE GRANDMASTER KEY MASTER KEY, KEY -ALIKE AND/OR (113) X 9'-0" x 9'-6" Exterior Alum. Annodized Alum. Annodized - (209) L 3'-0" x 7-6" Interior Wood Painted Wood Painted - KEY -DIFFERENT ALL LOCKS IN ACCORDANCE WITH KEYING SCHEDULE PROVIDED BY THE TENANT. 12. ALL FASTENERS SHALL MATCH THE HARDWARE MATERIAL AND FINISH. 13. THE HARDWARE GROUP IS INTENDED TO COVER ALL DOORS IN THE PROJECT AND ESTABLISH ATYPE 114 Z 18'-0" x 10'-6" Exterior Alum. Annodized Alum. Annodized - 210 L 2'-10" x 7-6" Interior Wood Painted Wood Painted - AND STANDARD OF QUALITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH A COMPLETE AND OPERATIONAL SYSTEM OF DOOR FINISH HARDWARE ITEMS, ENCOMPASSING ALL Cl 15) X 9'-0" x 9'-6" Exterior Alum. Annodized Alum. Annodized - (211) L 2'-10" x 7'-6" Interior Wood Painted Wood Painted - OPENINGS WITHIN THE PROJECT AREA. 15. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED NOT LESS THAN 30" NOR 116 E-L 3'-0" x 7'-6" Louvered Door + Exterior Wood Stained Wood Stained Louver Finish to match wood louvers 212 L 2'-10" x 7'-6" Interior Wood Painted Wood Painted - MORE THAN 44" HIGH 3'-0" x 2'-0" Matching Transom 16. CLOSERS, WHERE REQUIRED, SHALL HAVE AN OPENING FORCE NOT EXCEEDING 8.5 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS WITH THE EXCEPTION OF FIRE -RATED DOORS Interior: - (213) L 2'-10" x 7'-b" Interior Wood Painted Wood Painted - WHICH MAY NOT EXCEED 15 LBS. 17. THRESHOLDS SHALL NOT BE GREATER THAN 1/2" IN TOTAL HEIGHT WITH THE LEADING EDGES (120) L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - (21 L 3'-0" x 7-6" Interior Wood Painted Wood Painted - REVEALED OR SLOPED AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1 /4". 121 L 2'-8" x 8'-0" Interior Wood Painted Wood Painted - - 18. ALL OPENINGS MARKED ARE SECURITY OPENINGS AND THE FOLLOWING SHALL APPLY: SWING DOORS. A. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION WITH THE - JAMB OR JOINED BY RABBET TO THE JAMB, U.N.O. B. ALL PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1 /4" DIAMETER STEEL JAMB STUD WITH 1 /4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2 1 /4" IN LENGTH. 21. REFER TO PROJECT MANUAL AND RESPECTIVE DOOR SCHEDULE SHEETS FOR ADDITIONAL NOTES ON DOORS, FRAMES AND HARDWARE. 22. CONTRACTOR SHALL FURNISH ALL HARDWARE AS REQUIRED TO MEET CODE AND FUNCTIONAL INTENTIONS AND REQUIREMENTS. THE PROJECT MANUAL OUTLINE HARDWARE SPECIFICATION IS PROVIDED AS A BASIS FOR A COMPLETE SUBCONTRACTOR SUBMITTAL. HARDWARE SUBMITTAL SHALL BE SUBJECT TO ARCHITECTS APPROVAL. 23. GLASS DESIGNATED WITH THE LETTER "T" ON THESE PLANS SHALL BE TEMPERED SAFETY GLAZING 24. U-FACTOR AND SGHC SHALL NOT EXCEED VALUES INDICATED ON TITLE 24 CALCULATIONS EXTERIORDOOR TYPES Scale: 1 /4"=V-0" (Exterior View) 18'-6Y," A Pocket Multi -Panel Sliding Glass Door EXTERIOR GARAGE DOOR TYPES 14. 1'. B Multi -Panel Sliding Glass Door Scale: 1 /4"=V-0" 9'-0" Ilk 18'-6" (Interior Vie ) X Multi -Panel Roll UP Door with Translucent Glass Insert Y Multi -Panel Roll UP Door with Translucent Glass Insert D-W SNying Glass Door and Fixed GI s Width Width 4 EQ. PANELS DID Alum. Cla ded Wood Fra e/ D Wood Panel ouver Door -7 d Trans 7arTd Trms rTT_ </L-< /L_, /L-7 /L_, (T) (T) (T) (T) (Exterior View) Fixed Glass U) Side @ Type a) 0) - 0 - D-W ti ti C D DD E E-L Multi -Panel Swing Pair Swing Swing Swing Swing/Slider Glass Door Glass Door Solid Door Louver Door INTERIOR DOOR TYPES Glass Door (T) (T) (T) (T) (T) (T) Z Multi -Panel Roll UP Door with Translucent Glass Insert See Sched. 9 See Sched. 2/3 1/3 1/4 3/4 Pi of Point (T) jjjj 1 jjjjjj1.LJj F.F. �__J� IJ_Pjj IL �11 F G Swing Pivot Doors with Solid Door with Glass and Decorative Surface Decorative Surface H Multi -Panel Sliding Glass Doors ee Sched. ee Sched. ee Sched. U U CO W �_v% Wall Pocket i CO [_ � � o �> Wall Pocket co co co (T)\ , (T) L M MM N NN P PP Solid Wood Swing Glass PR of Swing Sliding Glass PR of Sliding Sliding Solid PR of Sliding Swing Door Door Glass Doors Door Glass Doors Door Doors Ln 011* Q V L VCal} } 0.0 N Im CL � V _ V M N N Ao Date: Description: 2-1 1-2025 - Resubmittal 1st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Door Schedule Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 Sheet No. A5,sOO Page 85 of 93 0 w m_ _ O r, n Q a_ z M O w O _ 3 z_ 0 O _ LU w z Q m z O Q U m n' M O z O U 0 O ry w M w w r" LLi V) _ U _ O 0 w r J V) U) LU X w V) LL 0 w w z O Q m 0 z Q 0 w M Q w IL ry w LU w _ _U _ O w w V) J Q z _V Or O w _ O 0 w U V) LU w M V) z 0 U U_ U w V) 0 z Q V) z Q J w V) w _ w O w V) w _ WINDOW TYPES ee Sched. ottom of soffi is c ee Sched. in -swing Caement Scale: 1 /4"=V-0" See Sched a b c Fixed Glass & Casement & Fixed Glass & Removable Shutter Removable Shutter Removable Shutter & Stile (Exterior View) See Sched. 2 equal panels _U a) C M Q_ Cr M (T) d Fixed Glass w/ Stile co See Sched. 3 equal panels e Case/Fixed/Case w/ Stile Less than 4" opening gap WINDOW SCHEDULE U Value: TBD (Typ. for all Glazing) SHGC: TBD (Typ. for all Glazing) NUMBER TYPE OPENING SIZE Head Height STYLE Frame Frame Glass Width x Height (A.F.F.) Material Finish Type Sizes are dimensioned to door opening. DETAILS Head Jamb L Jamb R Threshold REMARKS 101 a 3'-0" x 9'-6" 9'-6" Lites w/ Alum Clad Painted Insulated/ 2/A8.02 4/A8.02 4/A8.02 1 /A8.02 Removable Louver Wood Tempered (Sim.) (Sim.) Louver 102 b 3'-0" x 9'-6" 9'-6" casement Alum Clad Painted Insulated/ 2/A8.02 4/A8.02 4/A8.02 1 /A8.02 Removable w/ Louver Wood Tem ered p (Sim.) (Sim.) Louver 103 k PR 5'-6' x 6-0" 9'-6" Double Alum Clad Painted Insulated/ 6/A8.02 8/A8.02 8/A8.02 5/A8.02 casement Wood Tempered (Sim.) (Sim.) 104 a 7-6" x 9'-6" 9'-6" case/fixed/case Alum Clad Painted Insulated/ 16/A8.02 16/A8.02 16/A8.02 Wood Tempered (Sim.) (Sim.) 105 c 2'-8" x 9'-6" 9'-6" casement Alum Clad Painted Insulated/ 2/A8.02 4/A8.02 4/A8.02 Removable w/ Louver Wood Tempered (Sim.) (Sim.) - Louver 106 c 2'-8" x 9'-6" 9'-6" casement Alum Clad Painted Insulated/ 2/A8.02 4/A8.02 4/A8.02 Removable w/ Louver Wood Tempered (Sim.) (Sim.) - Louver 107 f 14'-0" x 9'-6" 9'-6" Case/Fixed/Case Alum Clad Painted Insulated/ 8/A8.02 8/A8.02 8/A8.02 6/A8.02 Wood Tempered (Sim.) (Sim.) (Sim.) 108 h 3'-0" x 9'-6" 9'-6" Casement Alum Clad Painted Insulated/ 8/A8.02 8/A8.02 8/A8.02 5/A8.03 Wood Tempered (Sim.) (Sim.) (Sim.) 109 Double Alum Clad Insulated/ 14/A8.02 8/A8.02 8/A8.02 16/A8.03 g PR 6'-6" x 6'-0" 9'-6" casement Wood Painted Tempered 9/A8.02 (Sim.) (Sim.) 110 j 3'-0" x 6'-0" 9'-6" Double Hung Alum Clad Painted Insulated/ 17/A8.02 17/A8.02 17/A8.02 17/A8.02 Wood Tempered (Sim.) (Sim.) 111 k PR 4'-0" x 6-0" 9'-6" Double Alum Clad Painted Insulated/ 8/A8.02 8/A8.02 8/A8.02 16/A8.03 casement Wood Tempered 9/A8.02 (Sim.) (Sim.) (Sim.) 201 Alum Clad Insulated/ d 7-0" x 7-6" 7-6" Fixed Wood Painted Tempered Alum Clad Insulated/ d 7-0" x 7-6" 7-6' Fixed Wood Painted Tempered Alum Clad Insulated/ d 7-0" x 7'-6" 7'-6" Fixed Wood Painted Tempered h 2'-9" x 7'-6" 7'-6" Casement Alum Clad Painted Insulated/ Wood Tempered Alum Clad Insulated/ d 6'-8" x 7-6" 7-6" Fixed Wood Painted Tempered Alum Clad Insulated/ 206 h 2'-9" x 7'-6" 7-6" Fixed Wood Painted Tempered Alum Clad Insulated/ 207 h 3'-5" x 7-6' 7-6" Casement Wood Painted Tempered 208 casement Alum Clad Insulated/ Removable c 4'-0" x 7-6' 7-6' w/ Louver Wood Painted Tempered Louver 209 casement Alum Clad Insulated/ Removable c 4'-0" x 7'-6" 7'-6" w/ Louver Wood Painted Tempered Louver Double Alum Clad Insulated/ 210 k PR 7-0" x 5-0" 7'-6" casement Wood Painted Tempered 211 a 3'-0" x to to Soffit Lites w/ Alum Clad Painted Insulated/ Removable Soffit Louver Wood Tempered Louver 212 m 7-8" 7-6" 7'-6" Fixed Alum Clad Painted Insulated/ x Wood Tempered Alum Clad Insulated/ Removable 213 b 3'-0" x 4'-0" 7-6" Casement Wood Painted Tempered Louver Double Alum Clad Insulated/ 214 k PR 5'-6" x 5'-0" 7'-6" casement Wood Painted Tempered 215 n 3'-0" 2'-6" 7'-6' Casement Alum Clad Painted Insulated/ x Wood Tempered 216 n 3'-0" 2'-6" 7-6' Casement Alum Clad Painted Insulated/ x Wood Tempered Double casement Alum Clad Insulated/ Removable 217 k PR 4'-7" x 5-0" 7-6' w/ Louver Wood Painted Tempered Louver T � a) N as U Q_ v] ai Da) v) co See Sched. 4 equal panels f Case/Fixed/Case w/ Stile Less than 4" opening gap L a s C v a a v See Sched. 2 equal panels 9 Casement w/ Stile See Sched. 7 a) R Q U C v] a 0a Co h Casement w/ Stile Less than 4'' opening gap See Sched. /^F", N 1 1 t LJ U) (T) iu U) J Double Hung a a� U a) a) See Sched. zo Pivot, Point GENERAL WINDOW NOTES GENERAL WINDOW NOTES 1. ALL DOORS WITH GLAZING TO BE APPROVED FOR HUMAN IMPACT HAZARD. 2. CONTRACTOR TO SAVE (E) DOORS FOR REFINISHING AS REQUIRED BY OWNER. 3. CONTRACTOR TO VERIFY ALL OPENING DIMENSIONS. 4. EGRESS NOTE: EVERY SLEEPING ROOM SHOULD HAVE AT LEAST ONE EXTERIOR DOOR OR WINDOW APPROVED FOR EMERGENCY ESCAPE / RESCUE. THE MIN. REQ. DIMENSIONS PER CBC 310.4 ARE: MIN. NET CLEAR OPENING OF 5.7 SQFT; CLEAR OPENING OPENING HEIGHT OF 20"; MAX. FINISHED SILL HEIGHT OF 44". 5. ALL HABITABLE ROOMS SHALL HAVE: EXTERIOR GLAZED OPENINGS WITH AN AREA OF AT LEAST 1 /10 OF THE FLOOR AREA FOR LIGHT (10 SQFT MIN.) [CBC 1203.2]; OPERABLE EXTERIOR OPENINGS WITH AN AREA AT LEAST 1 /20 OF THE FLOOR AREA FOR VENTILATION (5 SQFT MIN) [CBC 1203.3]. 6. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO OWNER AND ARCHITECT FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION. ADDITIONAL WINDOW NOTES 1. REFER TO WINDOW TYPES FOR WINDOW DIMENSIONS. 2. PER UBC SECTION 2406, ALL GLAZING, OPERABLE OR INOPERABLE, ADJACENT TO A DOOR IN ALL BUILDINGS AND WITHIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 12" OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE SHALL BE TEMPERED PER UBC SEC. 54. GLAZING IN FIXED PANELS OTHER THAN THOSE COVERED BY ITEM 6 WHICH HAVE A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18" ABOVE THE FINISHED FLOOR LEVEL OR WALKING SURFACE WITHIN 36" OF SUCH GLAZING SHALL BE TEMPERED PER UBC SEC. 2406. 3. SEE DETAILS FOR INSTALLATION DETAILS. 4. CONTRACTOR TO VERIFY WALL THICKNESS & COORDINATE JAMB WIDTH ACCORDINGLY. 5. PER UBC CODES 2007, SECTION 2406, ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLASS. THE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING SHALL BE PER UBC 2007, 2406.3, 1-10. 6. FIELD VERIFY ALL WINDOW DIMENSION ROUGH OPENINGS. VERIFY DIMENSIONS WITH HEAD, JAMB, SILL & DETAILS. 7. ALL GLAZING SHALL BE SPECIFIED TO MATCH REQUIREMENTS OF TITLE 24 CALCULATIONS 8. PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM SLEEPING ROOM(S). NET CLEAR WINDOW OPENING AREA SHALL BE NOT LESS THAN 5.7 sq. ft.. MIN NET WINDOW OPENING HEIGHT DIMENSION, 24" CLEAR. MIN NET WINDOW OPENING WIDTH, 20" CLEAR. FINISHED SILL HEIGHT MAX 44" ABOVE PER UBC 1026 9. CLEAN AND REPAIR EXISTING DOORS, FRAMES & HARDWARE TO APPEAR AS NEW 10. VERIFY ALL START/STOP LOCATIONS OF FINISHES W/ ARCHITECT. 11. PAINTED WINDOWS & FRAMES TO MATCH COLOR OF ADJACENT WALL U.N.O. 12. ALL WINDOWS AND FRAMES IN RATED WALLS TO HAVE AN APPROPRIATE FIRE (HOUR) RATING. 13. GLASS DESIGNATED WITH THE LETTER "T" ON THESE PLANS SHALL BE TEMPERED SAFETY GLAZING 14. U-FACTOR AND SGHC SHALL NOT EXCEED VALUES INDICATED ON TITLE 24 CALCULATIONS 7'-8" k PR. Caement Glass w/ Stile rn Fixed Glass w/ Stile (T) n PR. Caement ADate: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Z1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: Window Schedule Project No. Drawn by. 22304 Scale: Date: June 09, 2025 Sheet No. A5,sO I Page 86 of 93 W m_ S O ry a- V) Q z O W J O 3 z 0 O w r z Q r m z O Q U m O z O U n O ry W w uw a' LLi V) U ZD 0 J V) LU W W X W 0 W W z O Q U m 0 z Q 0 W Q W a' W a' W W U_ O w a z O W O 0 W U LU W V) V) z O Q U U W U0 0 z Q (10 Q J W LU U0 W _ U_ O W V) W Plan Dime^-i^^ INT FINISH PER INTERIOR ELEVATION REPLACE GYPSUM BOARD W/ CEMEP BACKERBOARD OR FULL MORTAR BE AT TILE/STONE INSTALLATIONS. Batt Insulation; R-Value per Energy Calculations DWELLIN 8" Type X Gypsum Bow Painted, Level V finis 2 x 6 Framina Plan Dimension *Shearwall Plywood not shown; see structural plans and add to overall thickness where necessary GARAGE 8' Type X Gypsum Board Dwelling -Garage Fire Separation Wall Type Scale: 3" = 1'-0" Plan Dimeii INT FINISH PER INTERIOR ELEVATION REPLACE GYPSUM BOARD W/ CEMEP BACKERBOARD OR FULL MORTAR BE AT TILE/STONE INSTALLATIONS. Batt Insulation; R-Value per Energy Calculations INTERIOF 8" Type X Gypsum Bow Painted, Level V finis 2 x 6 Framina MA TYPICAL INTERIOR 2X6 WALL Ut Scale: 3" = V-0" Plan Dimension INT FINISH PER INTERIOR ELEVATIONS; REPLACE GYPSUM BOARD W/ CEMENT BACKERBOARD OR FULL MORTAR BED AT TILE/STONE INSTALLATIONS. Batt Insulation; R-Value per Energy Calculations 11►11:11:7[•1:1 $" Type X Gypsum Board; Painted, Level V finish 2 x 4 Framing I TYPICAL INTERIOR 2X4 WALL Scale: 3" = V-0" Plan Dimension *Shearwall Plywood not shown; see structural plans and add to overall thickness where necessary INTERIOR $" Type X Gypsum Board Plan Dimension *Shearwall Plywood not shown; see structural plans and add to overall thickness where necessary INTERIOR $" Type X Gypsum Board PLAN DIMENSION SEE STRUCTURAL PLAN DIMENSION 4 4 III III- ° d 4 ° a ° a 4 ° a ° 4 a ° ° INTERIOR ° 4 ° 4 4 °[ EXPOSED CONCRETE; d Sack / Patch Major 4 ° d 4 Holes and Defects 4 4[ ° 4 ° CONCRETE WALL BELOW GRADE (2X FLAT INTERIOR STUDS) Scale: 3" = 1'-0" PLAN DIMENSION INT FINISH PER INTERIOR ELEVATIONS; SEE STRUCTURAL PLAN DIMENSION REPLACE GYPSUM BOARD W/ CEMENT 4 4 BACKERBOARD OR FULL MORTAR BED ° AT TILE/STONE INSTALLATIONS. V_a I a Plan Dimension 'Hardie' Cementatious EARTH V-Groove or Channel Siding AQUADRAIN BOARD panels O/ 2 Layers Of Type D O/ BITUTHENE 300 Building Paper O/ 1/2" WP MEMBRANE or Sim. With Plywood Sheathing. Installed Gravel Backfill Per Vertically per Mfg. Instructions Geotechnical Engineer's Reccomendations. EXTERIOR EARTH AQUADRAIN BOARD 5/8" TYPE X GYPSUM 4 a� O/ BITUTHENE 300 4 BOARD W/ LEVEL V FINISH 4 WP MEMBRANE or Sim. With WHERE PAINTED — 4 o Gravel Backfill Per d ° d Geotechnical Engineer's d ° 4 a Reccomendations. I ° 2X4 Flat Stud WALL ° 4 ar� INTERIOR °. d ° EXTERIOR Q ° ° a ° a Batt Insulation; R-Value ° a[ per Energy Calculations d 4° a 4 I ° CONCRETE WALL BELOW GRADE (2X FLAT INTERIOR STUDS) Scale: 3" = 1'-0" PLAN DIMENSION SEE STRUCTURAL PLAN DIMENSION %a 3Y2" INT FINISH PER INTERIOR ELEVATIONS; - REPLACE GYPSUM BOARD W/ CEMENT 4 4 BACKERBOARD OR FULL MORTAR BED ° AT TILE/STONE INSTALLATIONS. — I I a I 5/8" TYPE X GYPSUM BOARD W/ LEVEL V FINISH 4 ° ° WHERE PAINTED 4 4[ d ° d d ° 4 2X4 WALL °� ° I ° INTERIOR ° d d a[ 4 ° a I ° 4 ° °[ Batt Insulation; R-Value ° per Energy Calculations d 4 ° a 4[ 4 I Q D4[ 4 I I a 4[ CONCRETE WALL BELOW GRADE (2X INTERIOR STUDS) Scale: 3" = 1'-0" EARTH AQUADRAIN BOARD O/ BITUTHENE 300 WP MEMBRANE or Sim. With Gravel Backfill Per Geotechnical Engineer's - Reccomendations. PLAN DIMENSION SEE STRUCTURAL PLAN DIMENSION 4 4 ° 4[ 4 Platt Stone (Or Sim.) Cast ° Concrete Planks installed in 4 4 Board Form Pattern per Mfg. 4 Reccomendations o/ mortar bed 4 °[ and Fluid Applied WaterProofing d ° d Membrane °[ ° 4 EXTERIOR ° a d 4 d °[ a Q 4 4. a. 4 a .4 ° d 4[ a 4 ° Q � 4 4[ ° a ° 4 d 4[ CONCRETE WALL BELOW GRADE (2X INTERIOR STUDS) Scale: 3" = 1'-0" EXTERIOR EARTH EXTERIO Batt Insulation; R-Value per Energy Calculations 2 x 6 Framing Plan Dimension ITERIOR 8' Type X Gypsum Board Exterior Wall Type (V-Groove or Channel Siding) Scale: 3" = 1'-0" Plan Dimension 2 x 6 Framing Plan Dimension 'Hardie' Cen board-and-batt O/ 2 Layers Building Pap Plywood Batt Insulation; I per Energy Calc entatious an panels )f Type D er O/ 1/2" >heathing EXTERIOR -Value ilations INTERIOR $" Type Gypsum VA ( Board Exterior Wall Type (Board & Batten Siding) Scale: 3" = 1'-0" E Plan Dimension 2 x 6 Framing___.,_ Plan Dimension 3-coat Exterior Metal Lath O/ 2 Type D Buildinc 1/2 Board Batt Insulation; I per Energy Calc Exterior Wall Type (Plaster Finish) Scale: 3" = 1'-0" Plan Dimension 2 x 6 Framing Plan Dimension AQUADRAIN BOARD _ O/ BITUTHENE 300 Platt Stone (Or ; - WP MEMBRANE or Sim. With Concrete Plank: Gravel Backfill Per Board Form Pat Geotechnical Engineer's Reccomendatioi - Reccomendations. and (2) layers of Building Paper. EXTERIOR Batt Insulation; per Energy Cal 4 4 >im.) Cast ff installed in ern per Mfg. ° is o/ mortar bed Grade D EXTERIOR a INTERIOR a s" Type . Gypsum Level 5 I R-Value ;ulations • Exterior Wall Type (Board Form Planks) Scale: 3" = 1'-0" Board w/ =inish. Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 ZL Resubmittal 3rd Letter Sheet Title: WALL TYPES Proiect No. Drawn by: 22304 KDT Scale: Date: June 09, 2025 A8,000 Page 87 of 93 0 w CO O ry Cl- z O w O 3 z 0 O w z Q r m z O Q U J 0o CL O z O F- U 0 O ry CL w ctf LLi R Lu Qf LJ V) U ZD V) O 0 w r J V) V) w w x w 0 w w z O i= Q U J m 0 z Q 0 w w w w LU w U_ 3 O w V) Q z C� O w _ O 0 V) LU w z O Q U U w CL V) 0 z Q V) z Q J CL LU U) w _ LL O w w Custom Formed Ridge Piece, Tesla provided 2" Plywood Sheathing sheet metal • _ Tesla Tempered Glass, Active &Non- Active Tiles, Tesla Self Adhesiv Tesla Tempered Glass, See Roof Manufacture 1 Active & Non -Active Tiles, Water Proof Membrane See Roof Manufacture � Flashing Pre -Fab Skylight Tile Anchor & Clip 12 I, Tile Anchor & Clip, 5.5 l: �m Custom Formed ;i Color A - Soffit Color Color B - Facia Color .E = Rovere Visone - J4526 Charcoal Grey #3C4142 Edge Piece, 2 v Tesla provided I Note: See Sheet 1 /A3.40 for color and finish sheet metal Tesla Self Adhesive Water Proof Membrane 2" Plywood Sheathing /K I Custom Formed Edge Piece, Tesla provided , sheet metal Ridge Beam, See Tesla Self dhesive Structure ater Pr o Membr a Wood Rafter, See P wo d shea hin Structure Cant trip Starter Track Skylight Detail Hip Detail 20 16 jSSale: 3" = 1'-0" Scale: 3" = 1'-0" Tesla Self Adhesive Tile Anchor & Clip Water Proof Membrane >' Copper Gutter Custom Formed Ridge 2 x 2 Stainless Steel I< r Piece, Tesla provided 8 g Top Rail. Matt finish Sheet Metal Clip in place Hardie Panel over I Water Proofing over ' INTERIOR EXTERIOR 2" plywood sheathing 2" x 1/4" Stainless steel Flat Plate Vertical Waterproofing Membrane Supports, Matt Finish 1 x 4 Tongue and over Rigid Insulation Groove Wood Strips Batt Insulation; R-Value Soffit, Stain Finish, Flashing 4" Caulking Joint per Energy Calculations see color A above Cont. Cant Strip 2 x 10 Wood Fascia Painted Sub -Flooring Hardie Trim Board Charcoal Gray Color, see ® Hardie Trim Board color B above Slope to Drain 1228 -0 Wall See Schedule , 1� au Int - Ca kin Jo' a' 9 Dri P -► 1 1/2" x Stainless I 3/8" S a ess steel Main Floor F.F. Flat Plate,M tt Finish a N Hardie Panel over Water Proofing over 2" plywood sheathing (V Alum. Screed Joint 2,-1 „ Wall Finiish, See Elevation INTERIOR EXTERIOR EXTERIOR Floor Joist per Structure IT Roof Parapet Eave Detail 19 7 Scale: 3" = 1'-0" ® Scale: 3" = 1'-0" Stainless steel Base Plate, Matt Finish .Q It I:, /Concrete Decking I` Slope to drain Y4„ Edge of Batt( ns Beyond 7 Tile Anchor &Clip Tesla Self Adhesive Hardie Panel over 4 N Water Proof Membrane Water Proofing over 2" plywood sheathing Tesla Tempered Glass, Custom Formed Edge Ceiling Finish, \ Active & Non -Active Tiles, Piece, Tesla provided Header per Structure See Schedule \ See Roof Manufacture sheet metal /4" M I N Alum. Screed Joint Copper Flashing II at Head II : Vycor II Self -Adhering WP Membrane or Sim. Cantilever Floor 1" Hardie Trim o/ Blocking Joist per Structure N as Required - j•`�'d`; �• 1237'-4 1/4" 3-coat Exterior 3-coat Exterior Plaster O/ Plaster O/ Metal Batt Insulation; R-Value Metal Lath O/ 2 Layers Of Furred Blocks Lath O/ 2 Layers Of — per Energy Calculations pgy Type D Building Paper O/ "• Type DBuilding 1/2 Plywood Hardie Trim Paper O/ 1/2" Flashing & Sealant Plywood - Flashing Brass Hinge and I' Hardwares _ \ Paintedo0 Fascia See color B at \ •2x10 detail 7 A8.01 1 x 4 Tongue and Drip Screeds P Groove Wood Strips 6„ Soffit, Stain Finish Louver @ Garage Wood Beam Cantilever Balcony @ Rail Boarding to Plaster Transition 10 Furred Blocks Drip 18 14 Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" —Purlins, see Structural Tongue and Groove Wood Z—Hardie Panel over Water Proofing over INTERIOR Strips Soffit,Statl Fi Finish See A detail 7/A8.01 EXTERIOR INTERIOR 2" plywood sheathing color at Batt Insulation; R-Value Batt Insulation; R-Value per Energy Calculations \ Hardie Panel over per Energy Calculations 3-coat Exterior Plaster O/ Water Proofing g over Metal Lath O/ 2 Layers Of Hardie Trim Board Painted Wood Base, EXTERIOR 2" plywood sheathing Type D Building Paper O/ where Occurs 1/2" Plywood Batt Insulation; R-Value a Caulking Joint per Energy Calculations �„ 4 Caulking Joint INTERIOR \ EXTERIOR INTERIOR EXTERIOR i Painted Wood Base, \ Occurs Hardie Trim Board Painted Wood Base, \ Occurs Wall, See Schedule Hardie Panel Water :. Concrete Decking where ;.;:. `; ". where over Proofing over-" I wood 9 2 plywood 1228'-01, N ':: F.F. • •Ll F.F. sheathing d Slope to Drain - 4 4 d 4 A a. Caulking / Z Flashing 4 d 4 d Plaster Weep Screed 4 "L" 2'-1" or 4'-1" See Plan Channel 4 4 Supports, see Structural a a F.G. a F.G. d A III III III- - Wall @ Deck Board Wall @ Ground Plaster Wall @ Ground Eave Detail 17 9 13 5 Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" U \ Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department \5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Exterior Details Proiect No. Drawn by: 22304 - Scale: Date: June 09, 2025 A8,eO I Page 88 of 93 0 LU CO 0 ry Cl- V) Z Q!� 0 LU _j 0 Z Q 0 F— LU z co z 0 F— U _j co CL fl� 0 z 0 F— U 0 ry CL LU ctf LLi L/) R LU atf Li V) U ZD V) 0 12 Uj V) V) LU LU L/) 0 III ct� LU z 0 U _j co z LU LU LU Qtf LU LU LU U 0 LU V) Z 0 LU T_ o �_U U V) LU 0 U LL_ U LU CL V) V) z CL LU U) LU T_ LL 0 LU LU See Wall Type See Wall Type See Wall Type See Wall Type 17, Edge of Battens Beyond 1 I Edge of Battens Beyond 77 Edge of Battens Beyond Hardie Panel over Hardie Panel over Hardie Panel over Water Proofing over Y44 Water Proofing over Y4" Water Proofing over 2 plywood sheathing 2 plywood sheathing plywood sheathing Header per Structure Header per Structure Header per Structure Header per Structure 2 x 10 Wood Stu &a---- Header per Structure Y4" MIN /V4" MIN 11- Copper Flashing at Head XA\ Copper Flashing at Head Copper Flashing at Head V- Vycor Self -Adhering WP Vycor Self -Adhering WP Vycor Self -Adhering WP Membrane or Sim. Membrane or Sim. 3-coat Exterior Plaster 0/ 3-coat Exterior Plaster 0/ Membrane or Sim. 1" Hardie Trim o/ h Gyp. Board Finish, Flush E _1" Hardie Trim o/ Blocking as Required . . .... ... . Blocking as Required Type D Building Paper 0/ 1/2" Plywood - �-:' . - Type D BuLa ilding Paper 0/ 1/2" Plywood with Track Blocking as Required Interior Detail T.B.D 1" Hardie Trim Interior Detail T.B.D 1" Hardie Trim Interior Detail T.B.D Corner Screed Interior Detail T.B.D Corner Screed 1" Hardie Trim 1 a Sealant Sealant Sealant �'H Sealant Brass Hinge and Sealant Brass Hinge and Hardwares 5� Hardwares INTERIOR EXTERIOR In -Swing Alum. Window System In -Swing Alum. Window System In -Swing Alum. Window System In -Swing Alum. Window System Hinged Wood Louver System Hinged Wood Louver System INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Alum. Sliding Doors, see Manufacture Multi -Sliding Door Head k@� Master BR, Jamb Sim. Typical Window Head @ Board, Jamb Similar Typ. Window & Louver Head @Y Board, Jamb Sim. Typical Window Head @ Plaster, Jamb Similar Typ. Window & Louver Head @ Plaster, Jamb Sim. 20 16 12 8 4 Scale: 3" Y-0" Scale: 3" Y-0" Scale: 3" l'-O" Scale: 3" = l'-O" Scale: 3" = l'-O" Alum. Sliding 7" Doors, see Manufacture In -Swing Alum. In -Swing Alum. but Swing Wood Metal Guard Rail Window System Window System Louverfor Glass >� Cleaning ,It I INTERIOR EXTERIOR DAUGHTER'S ROOM EXTERIOR ROOF Concrete Deck over >� M Painted Wood Base, Finish, see Elevation Painted Wood Base, where Occurs o Water Proofing where Occurs Alum. Break Alum. Break Piece Drain & Over Flow Alum. Break Piece Backing A Piece Backing Flashing & Counter Flashing CU Alum. Break Piece, Finish, see—\ Schedule —Slope to Drain E -a Sub -Flooring Slope to Drain Sub -Flooring It Z_ - 1239'-0" 11 .11 13 1239'-0" Slope to Drain Slope to Drain '_Z7 gK 1239'-0" C\j f gK 1239'-0" I-F---------------- (F. F.F. ft- a— 1W (F. F.F. Z Alum. Screed Joint 1W (F. F Alum. Screed Joint 7777- < INTERIOR EXTERIOR INTERIOR EXTERIOR Sill Pan Required. Consult a Day Light A Water Proofing Consultant to Drainage Tube Ensure Adequate Drainage Multi -Sliding Door Threshold @ Master BR Floor Joist per Structure 3-coat Exterior Plaster 0/ IT Metal Lath 0/ 2 Layers Of Floor Joist per Structure 3-coat Exterior Plaster 0/ ��l Metal Lath 0/ 2 Layers Of Type D Building Paper 0/ Type D Building Paper 0/ 19 Scale: 3" Y-0" L PlywoodPlywood .. .. . ... 3-coat Exterior Plaster 0/ Metal Lath 0/ 2 Layers Of ------------------- Type D Building Paper 0/ Painted Gyp—j Ceiling Finish, _j Ceiling Finish, 1/2" Plywood Board Finish See Schedule See Schedule Corner Screed j" x 1 Wood Trim 8 Gyp. Board Soffit Alum. Break--/ 3-coat Exterior Plaster 0/ Metal Alum. Break Alum. Break Sealant Corner Screed Piece Backing Lath 0/ 2 Layers Piece Backing Piece Backing Brass Hinge and Of Type D Hardwares Flashing and Sealant Building Paper 0/ 1/2" Plywood Wood Clad Beams, In -Swing Alum—. In -Swing Alum In -Swing Alum see Reflected Ceiling Window System Window System Window System Hinged Wood Louver Plan for Location System KITCHEN INTERIOR T EXTERIOR Alum. Double Hung Section Detail @ Kitchen Windows @ Transition Window & Louver @ Transition Window System per Manufacture 14 6 Scale: 3" V-0" Scale: 3" = V-0" Scale: 3" = V-0" In -Swing Alum. In -Swing Alum. In -Swing Alum. Window System Window System Window System T Granite Top over Wall Finiish, Wall Finiish, -Out Swing Wood F7 Plywood See Elevation See Elevation Louver for Glass Painted Wood Base, Cleaning where Occurs Painted Wood Base, +3'-6" from F.F. where Occurs . r INTERIOR o EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Paint and finish @ Casework where El bottorn of shelf Occurs Alucobond Alum Alum. Break Alum. Break Flashing and Sealant Panel Insert Same Finish as Window Piece Backing Alum. Break Piece, Piece Backing 2" 7Y4" U) System Slope to Drain co _X: gK 1228'-0" mK 1228'-0" +36" (F.F.) (F. F.) < Flashing Gyp. Board o/ Alum. Window System Con't Caulking Con't Caulking F.G. < F.G. X III III < Pass Through Double Hung Window Window @ Casework Window @ Ground Floor Window & Louver @ Ground Floor 17 9 5 Scale: 3" = V-0" Scale: 3" = V-0" Scale: 3" = V-0" Scale: 3" = V-0" Ln CY*. ADate: Description: 2-11-2025 - Resubmittal I st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 Resubmittal to Fire Department 5-24-2025 Resubmittal 3rd Letter Sheet Title: Exterior Details Proiect No. Drawn by: 22304 Scale: Date: June 09, 2025 A8.02 Page 89 of 93 0 LU CO O ry Cl- V) Q z O w J O 3 z_ 0 O _ w z Q r m z O Q U J 0o CL O z O F- U 0 O ry CL w ctf LLi R Lu atf LJ V) U ZD Ln O 0 w r J V) V) w w x w 0 w w z O Q U J m z Q 0 w Q w w Qtf LU w U O w V) Q z C� O w 7- 0 0 w U V) LU w z O Q U LL__ U w CL V) 0 z Q V) z Q J CL LU U) w _ LL O w w Alucobond Alum Panel Insert Same 12 Finish as Window Floor Joist and Support, See Struct. INTERIOR System � EXTERIOR Stainless steel Base Plate, Matt Finish \ Stainless Plate Raining Steel 2 5 Tesla Tempered Glass, Tile Anchor & Clip Active & Non -Active Tiles, Custom Formed Edge Piece, Tesla provided Gyp. Bd. Backing Supports See Roof Manufacture Tesla Self Adhesive sheet metal '" Water Proof Membrane oncrete Decking Starter Track Shim / Block 1228-0" O Slope to drain nLF (F.F.) N 2" Plywood Sheathing - 4 Z7/7_ __ Flashing Cantilever Floor a Beam per Structure — Furred Blocks a 4 a - CV 4 4 1 x 4 Ton ue and g SEE STRUCTURE N Copper Gutter pp Groove Wood Strips Wood Rafter, See Soffit, Stain Finish 1 x 4 Tongue and Structure a 4 a.' Groove Wood Strips Alum. Edge Channel Soffit, Stain Finish 3-coat Exterior EXTERIOR Trim Paint to match Plaster a Stained Wood Lath O/ 20Laye Layers Board Form Planks Furr Of Type D a 4 over thin set mortar Building Paper 9 P A :`.: and dry treat ; • O/ 1/2 Plywood 1246'-6" penetrating sealer / N 1 x 4 Tongue and 9 1" Hardie Trim o/ Blocking as Required Conc Wall, See Stf ct. Groove Wood Strips " = 5 5" W x 4"D Wood 1 x 4 Ton ue and Groove Wood g Soffit, Stain Finish Decorative Beam Strips Soffit, Stain Finish 2 x 10 Wood Fascia Painted 1/16" Gap — � Sealant 1'-1" LIVINGROOM Hardie Panel Soffit See color A at detail 7/A8 01 " Charcoal Gray Color, see color B at detail 7/A8.01 2'-1 Board Form Wall @ Soffit Wood Beam Cantilever Wood Beam Cantilever Balcony@ Rail Eave Detail @ Livingroom O 16 12 8 Scale: 3" = 1'-0" Scale: 3" = l'-0" Scale: 3" = l'-0" Scale: 3" = F-0" 2 8" x 2 $" Stainless Steel Weld and grand Smooth Alum. Tube Top Rail. Matt finish Fixed Insulated Alum. Additional Supports per Window System Structure Batt Insulation; R-Value Batt Insulation; R-Value I 2" x 1/4" Stainless steel per Energy Calculations Hardie Panel over per Energy Calculations 3-coat Exterior Plaster O/ Flat Plate Vertical Water Proofing over I Metal Lath O/ 2 Layers Of Supports, Matt Finish 2" plywood sheathing Type D Building Paper O/ I' 1/2" Plywood 4" Caulking Joint I ' Alum. Break Piece, Slope to Drain INTERIOR EXTERIOR INTERIOR EXTERIOR Painted Wood Base, Hardie Trim Board Painted Wood Base, o Caulking where Occurs I where Occurs I 1 1/2" x 3/8" Stainless steel ® _ Slope to rain — I, Flat Plate, Matt Finish N � F.F. `' '` F.F. ":.. Gyp Board 1239'-0" 4 (F.F.) N d 4 d 4 Alum. Screed Joint Secondary Support Alum. d 4 d Caulking / Z Flashing 4 d Tube a"L" Channel \ Board Form Planks ' —Board Form Planks Stainless steel Base Plate, d over thin set mortar d over thin set mortar Matt Finish d and dry treat d and dry treat Tube Steel penetrating sealer penetrating sealer Concrete D 7" X Attachment. See a� 4 4 Water Proofing 0 Structure 7" Prim Support Alum. Tube v Slope to Drain 1228-0" Board and batten Wall @ Board Form Planks Plaster Wall @ Board Form Planks FF Alum. Tube Shading 19 15 a N - - 3 Scale: 3" = F-0" Scale: 3" = U-0" Scale: 3" = 1'-0" Q0 a •L j SEE STRUCTURE v a a 3-coat Exterior Plaster O/ Metal Lath O/ 2 Layers Of ------- -- 4 Type D Building Paper O/ Q LIVINGROOM 1/2" Plywood a a 4 a � a Out Swing Alum. Door System 9 ----- EXTERIOR INTERIOR EXTERIOR 6" Gyp. Board Alum. Sliding Board Formed Finish, Flush Doors, see Concrete Panel with Track Manufacture o/ Waterproofing. Furred Blocks 1 x 4 Tongue and rip Flush with Track Groove Wood Strips Soffit, Stain Finish Concrete Cantilever Balcony @ Rail O enin s @ Shading2 Multi -Sliding Door Head, Jamb Sim. 1 6 Scale: 3" = l'-0" Scale: 3" = 1'-0' Scale: 3" = 1'-0" Alum. Sliding _ Doors, see Manufacture INTERIOR Wall Finiish, Wall Finiish, See Elevation See Elevation Painted Wood Base, where Occurs Painted Wood Base, EXTERIOR INTERIOR EXTERIOR EXTERIOR where Occurs INTERIOR Out Swing Alum. Door System Out Swing Alum. Door System Alum. Door Threshold Alum. Door Threshold Con't Caulking Con't Caulking Finish, see ❑ Schedule ❑ � _ N 0 0 Slope to Drain 1216'-0" 1228'-0" 1216'-0" (F.F.) d Tie Rod per (F.F.) Concrete Decking . Stru ture :, •; ; Slope to Drain d A < a Q .........::.... . ...:.:...... . .. ...... a a a d �a �^1 a s Q a a a a . Q Q Supports, see Structural p Sill Pan Required. Consult a Day Light Water Proofing Consultant to Drainage Tube Ensure Adequate Drainage Door Threshold Door Threshold Multi -Sliding Door Threshold 9 5 1 Ln 01* U Ao Date: Description: 2-1 1-2025 - Resubmittal 1 st Letter 5-16-2025 - Resubmittal 2nd Letter 06-09-2025 1 Resubmittal to Fire Department 5-24-2025 2 Resubmittal 3rd Letter Sheet Title: Exterior Details Proiect No. Drawn by: 22304 - Scale: Date: June 09, 2025 A8,eO3 Page 90 of 93 Agenda Item #: 7.1 Meeting Date: August 12, 2025 PLANNING COMMISSION AGENDA REPORT TO: Members of the Planning Commission SUBJECT: Project Status Report RECOMMENDATION: Staff recommends that the Planning Commission receive and file the Project Status Report dated August 12, 2025. BACKGROUND/DISCUSSION: Project Status Report has been prepared and is being presented for receipt and filing. PREPARED BY: Arlene Laviera, Administrative Coordinator ATTACHMENTS: August 2025 Project Status Report Page 91 of 93 Project Status Report August 12, 2025 CITY OF DIAMOND BAR COMMUNITY DEVELOPMENT DEPARTMENT PROPERTY LOCATION PLANNING COMMISSION REVIEW File # AP Applicant PC CC PC CC PC CC 08/12/25 08/19/25 08/26/25 09/2/25 09/9/25 09/16/25 2234 Indian Creek DR PL2024-82 DT/RL Matthew Ewing PH New single-family residence ADMINISTRATIVE REVIEW Property Location File # AP Applicant 23923 Minnequa MCUP PP PL2025-31 MN Xiaolei Cao First incomplete letter sent 6/2/25 — waiting for additional information Addition to Single -Family Residence 2000 Chestnut Creek PP MCUP PL2024-7 DT/RL Claire Lee Administrative Hearing scheduled for 9/2/25 New Single -Family Residence PENDING ITEMS Property Location File # AP Applicant Status 2720 Broken Feather DR PL2025-34 MN Yao Pan First incomplete letter sent 5/27/25 — waiting for additional information (New Single -Family Residence) 2001 Derringer Lane TPM 83036 MN Gurbachan S. Juneja Fifth incomplete letter sent 7/30/24 - waiting for additional information 2-lot subdivision PL2021-46 2151 Derringer Lane DR PL2025-17 RL Pete Volbeda Planning Commission Hearing scheduled for 9/9/25 (Addition and remodel to single-family residence 22104 Rim Fire Lane DR PL2025-55 RL Pete Volbeda Under Review New Single -Family Residence 2867 Shadow Canyon DR PL2025-47 RL Alan Gao First incomplete letter sent 7/3/25 — waiting for additional information (Addition and remodel to single-family residence Gentle Springs Ln. and GPA, ZC, VTTM, DR GL Tranquil Garden LLC Under Review S. Prospectors Rd. PL2021-23 36 Senior Condos with Affordable Units 3354 Hawkwood DR PL2025-51 MN Harry Kim First incomplete letter sent 7/29/25 — waiting for additional information (Addition to single-family residence) 1400 Montefino Ave (49-unit for -sale GPA, ZC, TPM, DR, & MN Sarah Klaustermeier Under Review development) CUP PL2025-29 LEGEND PH = PUBLIC HEARING AP = ASSIGNED PLANNER PC = PLANNING COMMISSION CC = CITY COUNCIL D = DISCUSSION ITEM Page 92 of 93 Project Status Report CITY OF DIAMOND BAR Page 2 August 12, 2025 PENDING ITEMS (continued) Property Location File # AP A licant Status 23007 Ridge Line DR PL2025-27 MN Terry Chang First incomplete letter sent 4/30/25 — waiting for additional information (New single-family residence) 23901 Ridge Line (2-lot Subdivision) TPM PL2022-119 DT/MN Pete Volbeda Under Review 2887 Shadow Canyon DR PL2025-9 MN Peter Mattar First incomplete letter sent 3/6/25 - waiting for additional information (New single-family residence) Citywide Objective Design Standards DCA PL2024-51 MN/GL City of Diamond Bar Under Review SB9 & Reasonable Accommodations DCA PL2019-43 MN City of Diamond Bar Under Review Ordinance Walnut Valley Unified School District DCA PL2024-40 RL/GL WVUSD Under Review Ordinance and Proposed Billboard Page 93 of 93