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HomeMy WebLinkAbout09/22/2020A PLANNING COMMISSION AGENDA September 22, 2020 6:30 PM CONSISTENT WITH THE GOVERNOR’S LATEST EXECUTIVE ORDER TO STAY AT HOME, AVOID GATHERINGS AND MAINTAIN SOCIAL DISTANCING, THIS MEETING WILL BE CONDUCTED TELEPHONICALLY. MEMBERS OF THE PLANNING COMMISION AND CITY STAFF WILL BE PARTICIPATING VIA TELECONFERENCE, WHICH IS BEING RECORDED. YOU CAN PARTICIPATE IN THE MEETING BY VISITING: https://attendee.gotowebinar.co m/register/7667522811164679183 Audio +1 (631) 992 -3221 - Attendee Access Code: 442-330-168 Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection online at: http://diamondbarca.iqm2.com/Citizens/Default.aspx Chairperson Kenneth Mok Vice Chairperson William Rawlings Commissioner Naila Barlas Commissioner Mahendra Garg Commissioner Raymond Wolfe In an effort to comply with the requirements of Title II of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation(s) in order to communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. The City of Diamond Bar uses recycled paper and encourages you to do the same City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public may address the Commission on the subject of one or more agenda items and/or other items of which are within the subject matter jurisdiction of the Diamond Bar Planning Commission. At this time, the teleconference moderator will ask callers one at a time to give their name and if there is an agenda item number they wish to speak on before providing their comment. If you wish to speak on a public hearing item or commission consideration item, you will then be called upon to speak at that point in the agenda. As a general rule, the opportunity for public comments will take place at the discretion of the Chairperson. However, in order to facilitate the meeting, persons who are interested parties for an item may be requested to give their presentation at the time the item is called on the calendar. The Chairperson may limit individual public input to five minutes on any item; or the Chair person may limit the total amount of time allocated for public testimony based on the number of people requesting to speak and the business of the Commission. Individuals are requested to conduct themselves in a professional and businesslike manner. Comments and questions are welcome so that all points of view are considered prior to the Commission making recommendations to the staff and City Council. When speaking, please direct your questions and comments to the Commission, not to staff or other members of the public. In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act on item that is not on the posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the Community Development Department. Every meeting of the Planning Commission is recorded and duplicate recordings are available for a nominal charge. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Commission, CDs of Meetings (909) 839-7030 Email: info@diamondbarca.gov Website: www.diamondbarca.gov Consistent with the Governor’s latest Executive Order to stay at home, avoid gatherings and maintain social distancing, this meeting will be conducted telephonically and Members of the Planning Commission and City staff will be participating via Teleconference. There will be no physical meeting location. CITY OF DIAMOND BAR PLANNING COMMISSION September 22, 2020 AGENDA Next Resolution No. 2020-17 CALL TO ORDER: 6:30 p.m. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Naila Barlas, Mahendra Garg, Raymond Wolfe, Vice Chairperson William Rawlings, Chairperson Kenneth Mok 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within its jurisdiction, allowing the public an opportunity to speak on non-public hearing and non-agenda items. At this time, the teleconference moderator will ask callers one at a time to give their name and if there is an agenda item number they wish to speak on before providing their comment. If you wish to speak on a public hearing item or commission consideration item, you will then be called upon to speak at that point in the agenda 3. APPROVAL OF AGENDA: Chairperson 4. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1. Minutes of Planning Commission – August 25, 2020 5. OLD BUSINESS: None. SEPTEMBER 22, 2020 PAGE 2 PLANNING COMMISSION 6. NEW BUSINESS: None. 7. PUBLIC HEARINGS: 7.1 Development Review No. PL2020-17: Under the authority of DBMC Section 22.48, the applicant is requesting Development Review approval to construct a 18,499 square-foot single-family residence with 2,931 square feet of garage, mechanical and electrical room area and 2,161 square feet of covered patio area on a 125,903 square-foot (2.89 acre) lot. The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 22589 Pacific Lane Diamond Bar, CA 91765 PROPERTY OWNER/ Desmond Lim DCW Homes LLC 22589 Pacific Lane Diamond Bar, CA 91765 APPLICANT: Jason Baumgartner, EBTA Architects 17871 Mitchell North, Suite 150 Irvine, CA 92614 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA) pursuant to Article 19 under 15303(a) (new construction of a single -family residence) of the CEQA Guidelines. No further environmental review is required. RECOMMENDATION: Approve Development Review No. PL2020-17, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9. STAFF COMMENTS / INFORMATIONAL ITEMS: 10. SCHEDULE OF FUTURE EVENTS: *Until further notice and consistent with the Governor’s latest Executive Order to stay at home, all City meetings will be conducted telephonically. PARKS AND RECREATION COMMISSION MEETING: Thursday, September 24, 2020 – 6:30 pm SEPTEMBER 22, 2020 PAGE 3 PLANNING COMMISSION 11. ADJOURNMENT: CITY COUNCIL MEETING: Tuesday, October 6, 2020 – 6:30 pm PLANNING COMMISSION MEETING: Tuesday, October 13, 2020 – 6:30 pm CITY COUNCIL MEETING: Tuesday, October 20, 2020 – 6:30 pm PLANNING COMMISSION MEETING: Tuesday, October 27, 2020 – 6:30 pm VETERANS DAY HOLIDAY Wednesday, November 11, 2020 In observance of the holiday, City offices will be closed. City offices will re-open on Thursday, November 12, 2020. TRAFFIC AND TRANSPORTATION COMMISSION MEETING: Thursday, November 12, 2020 – 6:30 pm MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION AUGUST 25, 2020 FOR PURPOSES OF THIS SCHEDULED PUBLIC MEETING AND FOR THE SAFETY OF ALL MEMBERS OF THE PUBLIC AND CITY STAFF DURING THE COVID-19 PANDEMIC, A TEMPERATURE TEST AND SYMPTOM SCREENING WAS REQUIRED TO ENTER THE CITY FACILITY AND PARTICIPATE. ANYONE WITH A TEMPERATURE TEST RESULT OF 100.4 DEGREES FAHRENHEIT OR HIGHER, AND/OR DISPLAYING A SYMPTOM OF COVID-19 OR EXPERIENCING A SYMPTOM ASSOCIATED WITH COVID-19 WITHIN THE 72 HOURS PRIOR TO THE MEETING, WAS DENIED ACCESS TO THE FACILITY AND MEETING. FACE COVERINGS AND SOCIAL DISTANCING PROTOCOLS WERE MANDATORY UPON ENTRY TO THE CITY FACILITY. CALL TO ORDER: Chair/Mok called the meeting to order at 6:42 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: Commissioner Wolfe led the Pledge of Allegiance. 1. ROLL CALL: Commissioners: Naila Barlas, Mahendra Garg (telephonically), Raymond Wolfe, Vice Chairperson William Rawlings, and Chairman Kenneth Mok. Staff Members Participating: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney (telephonically); Grace Lee, Senior Planner; and, Stella Marquez, Administrative Coordinator 2. PUBLIC COMMENTS: None 3. APPROVAL OF AGENDA: As presented. 4. CONSENT CALENDAR: 4.1 Minutes – Regular Meeting – June 23, 2020. C/Wolfe moved, VC/Rawlings seconded, to approve the June 23, 2020, Meeting Minutes as corrected. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Rawlings, Chair/Mok NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None 4.1 Packet Pg. 6 ________________________________________________________________________ AUGUST 25, 2020 PAGE 2 PLANNING COMMISSION ________________________________________________________________________ 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 ZONE CHANGE AND DEVELOPMENT REVIEW NO. PL2015-253 – Under the authority of DBMC Sections 22.48 and 22.70, the property owners and applicant requested a Zone Change to modify the existing zoning district from Neighborhood Commercial (C-1) to Low Density Residential (RL) to be consistent with the General Plan land use designation, and approval of Development Review application to construct a new 4,333 square foot, two story single family residence measuring 28’- 8” high on an 11,225 square foot (0.26 acre) undeveloped vacant lot. PROJECT ADDRESS: 1111 Diamond Bar Boulevard Diamond Bar, CA 91765 PROPERTY OWNERS: James Chin Chou 1359 Bentley Court West Covina, CA 91791 APPLICANT: Creative Design Associates 17528 Rowland Street, 2nd Floor City of Industry, CA 91748 SP/Lee presented staff’s report and recommended that the Planning Commission forward a recommendation to the City Council to approve Zone Change and Development Review No. PL2015-253. Chair/Mok opened the public hearing. Debra Pedley said she was opposed to the project. As a real estate appraiser she knows this house will not be accessible. They will want to build a wall that will create a visual problem for people traveling down the street and delivery people will have to sit outside the gate. There will be trash pickup on Diamond Bar Boulevard and a buyer may want to paint the house a weird color and who would stop them from doing so. Cyclists come through Diamond Bar at a high rate of speed and they will not see cars coming in and out of the property and drivers will not see cyclists going 50 mph down the hill, especially when it is foggy. A house this size belongs in The Country and not in this neighborhood. As a result of this project, home purchases will decline and values will go down in the neighborhood. 4.1 Packet Pg. 7 ________________________________________________________________________ AUGUST 25, 2020 PAGE 3 PLANNING COMMISSION ________________________________________________________________________ Susan Mullins summarized emails she submitted listing her complaints and concerns about life-threatening probabilities involving physical and mental harm for residents with health issues during construction including noise, debris, dust and pollen. She is also concerned about traffic accidents with people texting and driving as well as, driver’s inability to see in the fog and heavy rain. Douglas Barcon asked that his prior comments and letters be included and referenced and stated he continues to oppose plans for the property because he believes the new project should not be approved. In addition to his previous concerns, the current plan was brought to the Planning Commission prior to approval of the updated General Plan when it was zoned commercial and he felt the property would have been more suitable for a cell tower that looked like a windmill. Joanna Angarola agreed with many statements made by previous speakers including the health concerns about debris and pollen being carried into the neighborhood by high winds during construction, traffic collisions and obstruction of the view from her back yard. Donna Earnheart said when the City Council tabled this project for a traffic study she thought the project would not move forward because to her, it is obvious it is not a suitable location for a home. Chair/Mok closed the public hearing. Chair/Mok re-opened the public hearing. Ken Lee, owners representative and land use consultant introduced the project team and thanked staff for quickly mobilizing to put tonight’s hearing together. VC/Rawlings asked for comments regarding the traffic study. Tom Huang , Traffic Engineer, responded that the design speeds were based on the speed limit on Diamond Bar Boulevard which is 50 mph. According to the downhill grade of between 3 and 6 percent, the sight distance analysis was based on the Caltrans and AASHTO standards, which translates to a minimum required site distance of about 550 feet. Based on this analysis, there is adequate site distance looking north for southbound oncoming traffic with an actual site distance of over 900 feet. CDD/Gubman responded to VC/Rawlings that the General Plan designation has always been residential on the subject property. However, there has always been an inconsistency between the General Plan designation, the underlying land use long-term plan for the site, and the zoning of commercial. 4.1 Packet Pg. 8 ________________________________________________________________________ AUGUST 25, 2020 PAGE 4 PLANNING COMMISSION ________________________________________________________________________ From time to time there are errors and inconsistencies between the General Plan and the zoning and they must be consistent before any land use can be approved. VC/Rawlings said his concerns remain that this project is not one that he would support as is, even though he is open to hearing more from the applicants because he is particularly concerned about the character of the neighborhood and how this project would fit. He would prefer that the property be developed as commercial so that it would generate a return on investment for the property. Chair/Mok closed the public hearing. C/Wolfe said that the best use of this parcel certainly is not Neighborhood Commercial, which is an issue that has been addressed. While he would not purchase a house perched on a bluff overlooking a freeway, he believes in the property owner’s rights and the property owner and applicant have worked diligently for a long period of time with City staff to make sure the project meets the City’s requirements. C/Wolfe stated that In 2017 he requested the traffic analysis to make sure that this project was not going to create unsafe conditions, and while that traffic analysis certainly cannot adjust to every illegal behavior or poor decision that drivers make, law enforcement works to make sure that to the extent possible, there are not drivers who are not paying attention while they are driving, whether they are texting, reaching for the hamburger or whatever else they may be doing. With respect to comments regarding the dust and noise, every development in Diamond Bar and elsewhere creates dust and noise, which are temporary and the City’s standard conditions address this issue. He moved to recommend approval of the item at the June 23 meeting, and given the opportunity he will do so again this evening. C/Wolfe moved, Chair/Mok seconded, to recommend City Council approval of Zone Change and Development Review No. PL2015-253 as recommended by staff. Motion carried 4-1 by the following Roll Call vote: AYES: COMMISSIONERS: Barlas, Garg, Wolfe, and Chair/Mok NOES: COMMISSIONERS: VC/Rawlings ABSENT: COMMISSIONERS: None 8. PLANNING COMMISSION COMMENTS/INFORMATIONAL ITEMS: None 9. STAFF COMMENTS/INFORMATIONAL ITEMS: CDD/Gubman stated that tonight’s action was a recommendation only, and this 4.1 Packet Pg. 9 ________________________________________________________________________ AUGUST 25, 2020 PAGE 5 PLANNING COMMISSION ________________________________________________________________________ matter will be reschedule for a hearing before the City Council with the City Council providing the final decision whether to approve or deny the project , or to approve it with modifications. When a date for the City Council hearing has been determined, the public will be notified. 10. SCHEDULE OF FUTURE EVENTS: As listed in the agenda. ADJOURNMENT: With no further business before the Planning Commission, Chair/Mok adjourned the regular meeting at 7:30 p.m. The foregoing minutes are hereby approved this ____________________________, 2020. Attest: Respectfully Submitted, __________________________________ Greg Gubman Community Development Director _______________________________ Kenneth Mok, Chairperson 4.1 Packet Pg. 10 PLANNING COMMISSION AGENDA REPORT AGENDA ITEM NUMBER: 7.1 MEETING DATE: September 22, 2020 CASE/FILE NUMBER: Development Review No. PL2020-17 PROJECT LOCATION: 22589 Pacific Lane Diamond Bar, CA 91765 (APNs: 8713-028-031 & 8713-028-032) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER: Desmond Lim DCW Homes LLC 22589 Pacific Ln. Diamond Bar, CA 91765 APPLICANT: Jason Baumgartner EBTA Architects 17871 Mitchell North Suite 150 Irvine, CA 92614 SUMMARY: The applicant is proposing to construct a new 18,499 square-foot single-family residence, with 2,931 square feet of garage, mechanical and electrical room area and 2,161 square feet of covered patio area on two lots with a total area of 125,903 square- foot (2.89 acres). RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2020-17, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. CITY OF DIAMOND BAR ~ 21810 COPLEY DRIVE ~ DIAMOND BAR, CA 91765 ~ TEL. (909) 839-7030 ~ FAX (909) 861-3117 7.1 Packet Pg. 11 Development Review No. PL2020-17 Page 2 of 12 BACKGROUND: The site is located in The Diamond Bar Country Estates (The Country) on the north side of Pacific Lane, which is currently an improved street with access from Alamo Heights Drive. The project site is located on two lots with a total area of 2.89 gross ac res (125,903 gross square feet). On January 4, 2005, the City Council approved a five -lot residential subdivision and related entitlements at the southerly terminus of Alamo Heights Drive. The approval comprised of the following components: • A Vesting Tentative Tract Map to subdivide approximately 7.5 acres of vacant land into five parcels to facilitate the development of a single-family residence on each lot; • A Zone Change from R-1-20,000 to Rural Residential (RR) in order to bring the subject property into compliance with its corresponding General Plan land use designation; • A Conditional Use Permit for development in hillside areas having a slope of 10 percent or greater; • A Tree Permit for the removal and replacement of Oak and Walnut trees on the subject site; and • Certification of the EIR. On December 6, 2011, the City Council approved the final map, and the final map was recorded on December 29, 2011. There are no protected trees on site because the project site was rough graded and 208 protected trees were mitigated off-site at a three-to-one ratio for the five-lot subdivision. The proposed project was approved by the Diamond Bar Country Estates Architectural Committee on February 14, 2020. The site is legally described as Lots 1 and 2 of Tr act No. 53670, and the Assessor’s Parcel Numbers (APNs) are 8713-028-031 and 8713-028-032. An application is currently being processed by the Public Works/Engineering Department and Los Angeles County Recorder’s Office to merge both lots into one lot. 7.1 Packet Pg. 12 Development Review No. PL2020-17 Page 3 of 12 Site and Surrounding General Plan, Zoning and Land Uses The following table summarizes the land uses and zoning of the subject property and its surroundings: General Plan Designation Zoning District Land Use Site Rural Residential RR Single-Family Residential North Rural Residential RR Single-Family Residential South Rural Residential RR Single-Family Residential East Rural Residential RR Single-Family Residential West Rural Residential RR Single-Family Residential Project Location N Site Aerial 7.1 Packet Pg. 13 Development Review No. PL2020-17 Page 4 of 12 Perspective of Rough Graded Site Project Location Existing Site from Alamo Heights Drive 7.1 Packet Pg. 14 Development Review No. PL2020-17 Page 5 of 12 PROJECT DESCRIPTION The proposed single-family residence consists of the following site plan and architectural components: Site Plan As previously stated, an application is currently being processed to merge lots 1 and 2 of the tract to create a larger lot. Once the lot merger is approved and recorded with Los Angeles County Recorder’s Office, the property’s gross lot area will be 125,903 gross square feet (2.89 gross acres) with a net buildable area (i.e., minus the private street easement) of 116,485 square feet (2.67 acres). There is an existing rough graded pad located approximately 40 feet above the Alamo Heights Drive street level, and ranging between 8 and 40 feet above the street level of Pacific Lane. The proposed house is situated toward the center of the merged lot, approximately 140 feet from the edge of the private street easement line. The entrance to the proposed house faces Alamo Heights Drive, but driveway access to site is from Pac ific Lane. Two garages are located toward Pacific Lane, approximately 40 feet from the edge of the private street easement. The applicant is proposing rear yard improvements consisting of various patio covers, lawn area, water fountain, fire pit, and built-in barbeque. Floor Plan The proposed two-level house’s floor plan is comprised of the following components: • First floor level: common areas (entry foyer, living room, living lounge, grand living room, dining room, pantry, dry kitchen, prep kitchen, and main kitchen), eight bedrooms with bathrooms and closets, day room, bathroom, three powder rooms, two laundry rooms, home theater, mechanical room, electrical room, a three -car attached garage, and an eight-car detached garage; • Second level: two bed rooms with bathroom and closets; a junior master with a retreat, closet and dressing room, and junior master bedroom; master bedroom with a master foyer, master study with a powder room; his and her walk -in closets, and a master bathroom with a spa; and • An elevator that accesses the first and second floor. 7.1 Packet Pg. 15 Development Review No. PL2020-17 Page 6 of 12 The floor area distribution is summarized below: Grading Plan The site was rough graded as part of the overall tract development, primarily to accommodate the construction of Pacific Lane and underlying utilities. The applicant is proposing to cut 3,880 cubic yards of soil and fill 3,880 cubic yards of soil, throughout the lots to create the final building pad and usable rear yard at the rear of the home. Two retaining walls with a maximum height of four feet are proposed at the front of the property, adjacent to the garage to support fills above the na tural grade to expand the buildable pads for the house. Additionally, three -tiered retaining walls, with a maximum height of six feet, are proposed at the rear of the property to support cuts into the slope in order to extend the pad to create a vehicle turnaround area. All exposed portions of retaining walls will be stuccoed to match the house. Architecture The architectural style of the home is contemporary with elements such as a low- pitched, hipped roof with large overhangs, floor-to-ceiling windows with an emphasis on rectangular forms, and an open floor plan. The colors and materials, including smooth stucco, stained wood siding, metal window trim, and wooden garage doors all work in harmony with each other and the surrounding elements. PROJECT SUMMARY (square footage) Living Area First Floor 12,568 Second Floor 5,931 Total Living Area 18,499 Garage/Porch/Patio/Balcony Area Garage Area/Mechanical & Electrical Rooms 2,931 Entry Porch 162 Covered Patio 2,161 Total Garage/Deck/Balcony Area 5,254 TOTAL FLOOR AREA 23,753 7.1 Packet Pg. 16 Development Review No. PL2020-17 Page 7 of 12 The height of the building is 32 feet, 5 inches measured from the finished grade to the highest point of the roofline. Landscape Plan The applicant is proposing a variety of trees to be planted throughout the property. The tree palette includes 36-inch box African sumac trees throughout the front and rear slopes; cherry laurels, oak trees, and citrus trees on the buildable pad. Additionally, various 5-gallon and 1-gallon shrubs that have a variety of color, texture, and form are proposed throughout the front, rear, and side slopes. 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 “Very High Fire Hazard Severity Zone.” Therefore, the proposed landscaping must com ply 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. Rendering of Front Elevation (View from Alamo Heights Rd.) 7.1 Packet Pg. 17 Development Review No. PL2020-17 Page 8 of 12 ANALYSIS: Review Authority The proposed project requires a land use approval through the Development Review process. The analysis that follows provides the basis for staff’s recommendation to approve the Development Review application. Development Review (DBMC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City’s General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan “through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character” of Diamond Bar. Development Standards: The following table compares the proposed project with the City’s development standards for residential development in the RR zone: Development Feature Residential Development Standards Proposed Meets Requirements Front Setback 30 feet 140 feet Yes Side Setbacks 15 feet on the street side, 10 feet on one side 38 feet – south side (street side) 27 feet – north side Yes Side Yard Minimum Between Adjoining Structures 25 feet N/A – south side (street side) 80 feet – north side Yes Rear Setback 25 feet 130 feet Yes Lot Coverage Maximum of 30% 0.16% Yes Max. Building Height 35 feet 32 feet, 5 inches Yes Parking 2-car garage 11-car garage Yes Retaining Wall Height 4-foot exposed (supporting fill) 6-foot exposed (supporting cut) 4-foot exposed (supporting fill) 6-foot exposed (supporting cut) Yes 7.1 Packet Pg. 18 Development Review No. PL2020-17 Page 9 of 12 Compliance with Hillside Management Ordinance (DBMC Section 22.22) The proposed project was reviewed for compliance with the City’s Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: • The maximum building height is 32 feet, 5 inches, where 35 feet is allowed; • All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet; • Architectural treatment is provided on all sides of the building with varying setbacks; and • Earth tone building materials and color schemes are used that blend in with the natural landscape. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Compatibility with Neighborhood The project is located on an existing leveled pad, 40 feet above street level of Alamo Heights Drive and ranging between 8 and 40 feet above street level of Pacific Lane. The new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. The homes to the south have views to the south. The adjacent home to the north has views to the west. The proposed home is being constructed on existing elevated pad where views were altered when the subdivision was approved and grading took place. The houses to the east are located at the top of the existing 50-foot high slope and have views to the west. Adjacent Property to the North 7.1 Packet Pg. 19 Development Review No. PL2020-17 Page 10 of 12 Adjacent Property Across Pacific Lane to the South (22588 Pacific Lane) Adjacent Property Across Pacific Lane to the South (22586 Pacific Lane) 7.1 Packet Pg. 20 Development Review No. PL2020-17 Page 11 of 12 The architecture in The Country is eclectic, and includes a variety of architectural designs. The proposed house is comparable in mass and scale to existing homes on similar lots in The Country. The scale and proportions of the proposed home are well balanced and appropriate for the site. In sum, the proposed project fits the character of the neighborhood on which it is proposed. City’s Residential Design Guidelines: 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 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; • Proper screening for ground and roof-mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; • The exterior finish materials and colors blend with the natural environment; and • Effective landscape design should serve the dua l purpose of intrinsically enhancing a project setting, as well as integrating the landscaping into the overall architectural design. Staff finds the proposed plant palette to be diverse, and the plant selections are compatible with Southern California native landscapes. Additional Review The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. NOTICE OF PUBLIC HEARING: On September 9, 2020, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. On September 11, 2020, the notice was published in the San Gabriel Valley Tribune newspaper. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. 7.1 Packet Pg. 21 Development Review No. PL2020-17 Page 12 of 12 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: REVIEWED BY: Attachments: A. Draft Resolution No. 2020-XX and Standard Conditions of Approval B. Site Plan, Floor Plan, Roof Plan, Elevations, Conceptual Grading Plan, Conceptual Landscape Plans C. Color and Material Board 7.1 Packet Pg. 22 PLANNING COMMISSION RESOLUTION NO. 2020-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2020-17 TO CONSTRUCT A NEW 18,499 SQUARE-FOOT SINGLE-FAMILY RESIDENCE WITH 2,931 SQUARE FEET OF GARAGE, MECHANICAL, AND ELECTRICAL ROOM AREA AND 2,161 SQUARE FEET OF COVERED PATIO AREA ON A 2.89 GROSS ACRES (125,903 GROSS SQUARE-FOOT) LOT LOCATED AT 22589 PACIFIC LANE, DIAMOND BAR, CA 91765 (APNS 8713-028-031 & 8713-028-032). A. RECITALS 1. The property owner Desmond Lim and applicant, Jason Baumgartner, have filed an application for Development Review No. PL2020-17 to construct a new 18,499 square-foot single-family residence, with 2,931 square feet of garage, mechanical and electrical room area and 2,161 square feet of covered patio area located at 22589 Pacific Lane, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of two parcels totaling 125,903 gross square feet (2.89 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal descriptions of the subject properties are Lots 1 and 2 of Tract No. 53670. The Assessor’s Parcel Numbers are 8713-028-031 and 8713-028- 032. 4. On September 9, 2020, public hearing notices were mailed to property owners within a 1,000-foot radius of the Project site. On September 11, 2020, notification of the public hearing for this project was published in the San Gabriel Valley Tribune newspaper. Also, public notices were posted at the project site and the City’s four designated community posting sites. 5. On September 22, 2020, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 7.1.a Packet Pg. 23 2 PC Resolution No. PL2020-XX 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 Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design 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. A modern architectural design is being proposed with earth tone shades for the exterior finish as not to detract from the hillsides. 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, window and door placement, and the proposed exterior finishes of the single-family residence incorporates various details and architectural elements such as low pitched hipped roof with metal roof and large overhangs, floor-to-ceiling windows, and an open floor plan. All elevations are architecturally treated and strongly articulated along the visible façade [City’s Design Guidelines B. Architecture (3)]. The Project complies with all development standards of the Rural Residential zoning district by meeting 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. 7.1.a Packet Pg. 24 3 PC Resolution No. PL2020-XX 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future development s, and will not create traffic or pedestrian hazards; The proposed single-family 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 proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single -family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City’s Design Guidelines, the City's General Plan, or any applicable specific plan; The City’s General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City’s General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densitie s 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 home are well balanced and appropriate for the 2.89-acre site. The modern architectural style with earth tone shades for the exterior finish 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 design of the proposed home is modern with steep hipped roofs with a low- pitched, hipped roof with large overhangs, floor-to-ceiling windows with an emphasis on rectangular forms, and an open floor plan. The new home will not be intrusive to neighboring homes. Earth-tone shades for the exterior finish are used to soften the building’s visual impact and assist in preserving the hillside’s aesthetic value. Also, landscaping is integrated into the site to complement the 7.1.a Packet Pg. 25 4 PC Resolution No. PL2020-XX massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. The scale and proportions of the proposed home are well balanced and appropriate for the site. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is require d 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. All exposed portions of all freestanding and retaining walls shall be decorative block or finished with a stucco application to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan sh all 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. 4. 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. 5. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. 7.1.a Packet Pg. 26 5 PC Resolution No. PL2020-XX 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, Desmond Lim, DCW Homes LLC, 22589 Pacific Lane, Diamond Bar, CA 91765; and applicant, Jason Baumgarten, EBTA Architects, 17871 Mitchell North Suite 150, Irvine, CA 92614. APPROVED AND ADOPTED THIS 22ND DAY OF SEPTEMBER 2020, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. By: ______________________________________ Kenneth Mok, 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 22nd day of September, 2020, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: ______________________________________ Greg Gubman, Secretary 7.1.a Packet Pg. 27 6 PC Resolution No. 2020-XX COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL2020-17 SUBJECT: To construct a 18,499 square-foot single-family home, 815 square-foot garage, with 2,931 square feet of garage, mechanical and electrical room area and 2,161 square feet of covered patio area on two lots with a total area of 125,903 square-foot (2.89 acre). PROPERTY OWNER: Desmond Lim DCW Homes LLC 22589 Pacific Ln. Diamond Bar, CA 91765 APPLICANT: Jason Baumgartner EBTA Architects 17871 Mitchell North Suite 150 Irvine, CA 92614 LOCATION: 22589 Pacific Lane, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS 1. The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review No. PL2020-17 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: 7.1.a Packet Pg. 28 7 PC Resolution No. 2020-XX (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys’ fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2020-17, 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. 2020-XX, Standard Conditions, and all environmental mitigations shall be incl uded on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, e tc.,) or approved use has commenced, whichever comes first. 7.1.a Packet Pg. 29 8 PC Resolution No. 2020-XX 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not allowed at any time on Sundays or holidays. 11. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 13. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted by the Diamond Bar Municipal Code or applicable state or federal law. B. FEES/DEPOSITS 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2020-17 expires within two years from the date of approval if the use has not been exercised as def ined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.66.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. 7.1.a Packet Pg. 30 9 PC Resolution No. 2020-XX D. SITE DEVELOPMENT 1. This approval is to construct a 18,499 square-foot single-family residence with 2,931 square feet of garage, mechanical and electrical room area and 2,161 square feet of covered patio area at 22589 Pacific Lane, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re-notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non - compliance with any condition of approval or mitigation measure impo sed as a condition of the approval shall constitute a violation of the City’s Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City’s requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground-mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and 7.1.a Packet Pg. 31 10 PC Resolution No. 2020-XX adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof-mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. (i) In the case of a conflict, where more restrictive provisions are contained in the current State and Local Building Code or in the Fire Code, the more restrictive provisions shall prevail. (ii) Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. (iii) Exterior walls shall be surfaced with noncombustible or fire -resistant materials. 7.1.a Packet Pg. 32 11 PC Resolution No. 2020-XX (iv) Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire -resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. There is not a valid address assigned to this parcel. Applicant shall submit an Application for Address Change form to the Public Works Department for processing. 2. Applicant shall record the executed Lot Line Adjustment (Lot Merger) with the Los Angeles County Registrar-Recorder/County Clerk’s Office and provide a copy of the recorded document to the Public Works Department prior to grading permit issuance. 3. 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. 4. A Storm Water Pollution Prevention Plan (SWPPP) shall be submitted and approved by the City, uploaded to the State’s SMARTS System, and a WDID number shall be acquired from the California Water Board prior to the issuance of construction permits. 5. Per NPDES Permit (CAS004001) for MS4 Discharges within the Coastal Watershed of Los Angeles County (Order No. R4-2012-0175), a new single-family hillside home development project shall include mitigation measures to: (i) Conserve natural areas; (ii) Protect slopes and channels; (iii) Provide storm drain system stenciling and signage; 7.1.a Packet Pg. 33 12 PC Resolution No. 2020-XX (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. 6. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 5:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1. Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. 2. The applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City’s requirements for the City’s review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to City Code Section 22.22.080-Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 6 foot-high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7.1.a Packet Pg. 34 13 PC Resolution No. 2020-XX 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. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 11. A pre-construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 12. Rough grade certifications by project soils and civil engineers and the as- graded geotechnical report shall be submitted for review and approval prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 13. Final grade certifications by project soils and civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. C. DRAINAGE 1. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer and Los Angeles Public Works Department. 7.1.a Packet Pg. 35 14 PC Resolution No. 2020-XX D. UTILITIES 1. 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. 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 a ny mature tree except as approved by a registered arborist. E. SEWERS 1. Applicant shall obtain connection permit(s) from the City and County Sanitation District prior to issuance of building permits. 2. Applicant, at applicant’s sole cost and expense, shall construct the sewer system in accordance with the City, Los Angeles County Public Works Division. Sewer plans shall be submitted for review and approval by the City. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. General Conditions: 1. At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e. 2019 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for CALGreen shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CALGreen Code. 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. B. Plan Check – Items to be addressed prior to plan approval: 1. The minimum design load for wind in this area is 95 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. 7.1.a Packet Pg. 36 15 PC Resolution No. 2020-XX 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 5. “Separate permits are required for entry gate, BBQ area, fountains, retaining walls, fences over 6’ in height, water features, and fire pits” and shall be noted on plans. 6. There shall be design for future electrical vehicle charging including circuitry in the electrical panel and future conduit. 7. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. Venting shall be consistent with the High Severity Fire Zone requirements per CBC Chapter 7A. 8. All easements shall be shown on the site plan. 9. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. i. All unenclosed under-floor areas shall be constructed as exterior wall. ii. 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. iii. Eaves shall be protected. iv. Exterior construction shall be one-hour or non-combustible. v. Fuel modification plans shall be approved through Los Angeles County Fire Fuel Modification Unit. vi. Los Angeles County Fire shall approve plans for fire flow availability due to home being over 3600 square feet as required per CFC Appendix B105.1. 7.1.a Packet Pg. 37 16 PC Resolution No. 2020-XX 10. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 11. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 12. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 13. Light and ventilation shall comply with CBC 1203 and 1205. The theater shall be provided with artificial light and ventilation designed by a licensed professional. 14. Design for future electric vehicle charging shall be provided consistent with CalGreen 4.106.4. 15. New single-family dwellings shall have solar panels installed in conformance with CA Energy Code 150.1(c)14. 16. Listed protective waterproofing shall be provided at the spa terrace area that is capable of allowing constant water contact. C. Permit – Items required prior to building permit issuance: 1. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 2. 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. 3. 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. 4. Sewer connections shall be subject to LA County Sanitation approval and fees. 5. All workers on the job shall be covered by workman’s compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 7.1.a Packet Pg. 38 17 PC Resolution No. 2020-XX D. Construction – Conditions required during construction: 1. 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. 2. 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. 3. 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. 4. 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. 5. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6’ high fence. 6. 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. 7. The location of property lines and building pad may require a survey to be determined by the building inspection during foundation and/or frame inspection. 8. 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. 9. 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. 10. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 7.1.a Packet Pg. 39 18 PC Resolution No. 2020-XX 11. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 12. 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. 17. 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. 18. Bodies of water that are greater than 18” in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 19. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. END 7.1.a Packet Pg. 40 Sheet IndexProject TeamArchitecturalStructuralProject SummaryMechanicalElectricalPlumbing1. IN THE CASE OF EMERGENCY, CALL , AT WORK PHONE # OR AT HOME PHONE # .2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND.4. APPROPRIATE BMP's FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FROM THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BECOLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPER-CHLORINATED POTABLE WATER LINE FLUSHING.DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES.12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED.15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.18. APPROPRIATE BMPs FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMVicinity MapLot# 1&2, Tract# 53670Pacific Lane, Diamond Bar, CAN.P.D.E.S NotesCivilLandscapeLOS ANGELES COUNTY FIRE DEPARTMENT NOTES1.EAVES ARE TO BE CLOSED IN OR FIRE RESISTANT MATERIAL OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED SIDE R327.4 CRC 20102.FIRE ZONE PROTECTION MEASURES SHALL INCLUDE PROTECTED EAVES AND OPEN EXTERIOR AREAS TO MEET FIRE ZONE MEASURES FOR HEAVY-TIMBER/STUCCO CONSTRUCTION, ONE-HOUR/HEAVY-TIMBER PATIO AND VENTS R327.4 CRC 20103.IGNITION RESISTANT CONSTRUCTION SHALL MEET THE REQUIREMENTS FOR FIRE VERY HIGH FIRE ZONE. SECTION R327.4 CRC 20104.WINDOWS ARE TO BE TEMPERED GLAZING. R327.4 CRC 20105.WALKING SURFACE MATERIAL OF DECKS PORCHES, BALCONIES AND STAIRS SHALL COMPLY WITH THE REQUIREMENTS WHEN ANY PORTION OF SUCH SURFACE IS WITHIN 10ft. OF THE BUILDING. DECKING SURFACES SHALL BE IGNITION RESISTANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARD 12-7A-4 AND SFM STANDARD 12-7A-5 OR EXTERIOR FIRE RETARDANT TREATED WOOD, OR NON-COMBUSTIBLE MATERIAL. CRC R327.96.A THIRD-PARTY INSPECTOR WILL BE PROVIDED TO VERIFY AND MAKE SURE THAT ALL THE 2019 GREEN BUILDING ARE IMPLEMENTED. THE INSPECTOR SHALL BE CAL-GREEN CERTIFIED OR LEED CERTIFIED.Fire NotesProject Notes3D VisualizationGoverning Codes2019 CALIFORNIA BUILDING CODE (C.B.C.)2019 CALIFORNIA RESIDENTIAL CODE (C.R.C.)2019 CALIFORNIA MECHANICAL CODE (C.M.C)2019 CALIFORNIA ELECTRICAL CODE (C.E.C)2019 CALIFORNIA PLUMBING CODE (C.P.C)2019 CALIFORNIA FIRE CODE (C.F.C)2019 CALIFORNIA GREEN BUILDING STANDRADS CODE (C.B.S.C)2019 CALIFORNIA ENERGY CODE (TITLE 24)AND LOCAL AMENDMENTSOccupancies and ZoningHOUSEGARAGEZONINGLOT SIZENUMBER OF STORIESCONSTRUCTION TYPEA.I.N.BEDROOM COUNTPARKING COUNTFIRE ZONER-3 (PRIVATE RESIDENCE)U (PRIVATE GARAGE)RR (RURAL RESIDENTIAL)2.89 ACRES2V-B, RESIDENTIAL, WOOD FRAMEDFIRE SPRINKLERS ARE REQUIREDAUTOMATIC SPRINKLER SYSTEM (NFPA TYPE 13D)8713-028-031&03211 (7 AT 1ST FLOOR, 4 AT 2ND FLOOR)11 (3 CAR & 8 CAR GARAGE)VERY HIGH FIRE HAZARD SEVERITY ZONEBuilding Square Footage Tabulations1. BUILDING PERMIT WILL NOT BE ISSUED UNTIL "ROUGH GRADING" APPROVAL IS OBTAINED FROM THE GRADING INSPECTOR. CONTACT GRADING DEPARTMENT FOR ADDITIONAL INFORMATION.2. A SEPARATE PERMIT IS REQUIRED FOR POOL AND SPA, SITE RETAINING WALLS/ SHORING, ACCESSORY BUILDING.3. SINGLE FAMILY DWELLINGS THAT IS EQUAL TO OR LARGER THAN 3,000 S.F. REQUIRES PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS PREPARED BY LICENSED ENGINEER(S).4. PRIVATE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC, STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY C.R.C. SECTION R302.6, AND GARAGES LOCATED LESS THAN 3' FROM A DWELLING UNIT ON THE SAME LOT SHALL BE PROTECTED BY A MINIMUM 1/2" GYPSUM BOARD APPLIED T THE GARAGE SIDE. GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A 5/8" TYPE 'X' GYPSUM BOARD.5. FIRE BLOCKING, VERTICAL OR HORIZONTAL, SHALL CONFORM TO CRC 708.46. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT AND VENTILATION. FOR LIGHT, MINIMUM GLAZED AREA SHALL BE NOT LESS THAN 8% OF THE FLOOR AREA OF THE ROOM SERVED. OR VENTILATION, A MINIMUM OF 4% OF THE FLOOR AREA SHALL BE PROVIDED. SWINGING DOORS WILL BE USED IN ADDITION TO OPERABLE WINDOWS TO COMPLY WITH REQUIRED VENTILATION REQUIREMENTS. HABITABLE ROOM WITHIN THE BASEMENT SHALL HAVE ARTIFICIAL LIGT AND SUPPLY AND RETURN REGISTERS AND EXHAUST FANS.7. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 6, AND THAT THE MATERIAL INSTALLED CONFORMS WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND WEIGHT PER SQUARE FOOT.8. ALL CEILING HEIGHTS EXCEED THE MINIMUM REQUIRED HEIGHT AS SPECIFIED IN C.R.C. R305: ALL HABITABLE ROOMS INCLUDING HALLWAY 7'-0" MINIMUM. BATHROOMS, TOILETS AND LAUNDRY ROOMS 6'-8" MINIMUM.9. PROVIDE WATER-RESISTANT GYPSUM BOARD BACKING AS A BASE FOR WATER CLOSETS, AND ALL WET WALLS PER C.B.C.10. ALL WROUGHT IRON TO HAVE YELLOW CHROMIDE PROTECTION COATING PRIOR TO PAINT FINISH OR EQUAL.11. CONTRACTOR TO PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS AND SOLID 2x BLOCKING BETWEEN JOISTS UNDER PERPENDICULAR WALLS AND BEARING POINTS PER CRC 230812. THE MAXIMUM SLOPE OF ANY LANDING SHALL NOT EXCEED 1/4" PER FOOT. (C.B.C.)13. ELASTOMERIC WATERPROOF DECK MEMBRANE MANUFACTURER'S SPECIFICATIONS AND STANDARDS WILL BE PROVIDED TO THE FIELD INSPECTOR PRIOR TO APPLICATION.14. PROVIDE A BLUE REFLECTIVE PAVEMENT MARKER MEETING THE ORANGE COUNTY FIRE AUTHORITY STANDARDS FOR EACH FIRE HYDRANT INDICATING ITS LOCATION ON THE STREET OR DRIVE. THESE MARKERS ARE TOBE KEPT IN GOOD CONDITION BY THE PROPERTY OWNER IF ON A PRIVATE PROPERTY.15. DESTRUCTIVE REMOVAL OF WORK PERFORMED WITHOUT PERMITS MAY BE REQUIRED FOR INSPECTION(S).16. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW. DEFERRED SUBMITTALS ARE LISTED AS FOLLOWINGS:A. FIRE SPRINKLER PLANS REVIEW & PERMIT, REQUIRED TO BE APPROVED BY ORANGE COUNTY FIRE AUTHORITY PRIOR TO FRAMING INSPECTION17. AT LEAST 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED.GLAZING REQUREMENTS1. PROVIDE SAFETY GLAZING IN THE FOLLOWING HAZARDOUS LOCATIONS PER CBC SEC. 2406:A. GLAZING IN SWINGING DOORS EXCEPT JALOUSIESB. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING ANDC. BIFOLD CLOSET DOOR ASSEMBLIESD. GLAZING INSTORM DOORSE. GLAZING IN UNFRAMED SWINGING DOORSF. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHEE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACEG. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF ETHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACEH. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE LOCATIONS DSCRIBED IN PRECEDING ITEMS 5 AND 6, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS:1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR3. EXPOSED TP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR4. ONE OR MORE WALKING SURFACE(S) WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZINGI. GLAZING IN WINDOWS WITHIN 5' OF THE TOP OR BOTTOM OF STAIRS IF THE WINDOW IS LESS THAN 18" ABOVE THE FLOOR2. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED, CERAMIC FIRED, ETC) BY MANUFACTURER'S DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY LAZING STANDARD WHICH IT COMPLIES. MULTI-PANE ASSEMBLIES SHALL BE IDENTIFIED PER C.R.C. R308.1.3. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) AND II (CPSC 16 CFR 1201) WHEN MORE THAN 9 SQUARE FEET OR SLIDING. [TABLE R308.3.1 (1), R308.3.1]4. GLAZING WITHIN 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR AND LESS THAN 5' FROM THE WALKING SURFACE SHALL BE SAFETY GLAZED. [C.R.C. R308.4.2]5. GLAZING OVER 9 SQUARE FEET IN AREA WITH BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR AND EXPOSED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR SHALL BE SAFETY GLAZED. [C.R.C. R308.4.3]6. GLAZING USED IN HANDRAILS AND GUARDS SHALL BE SAFETY GLAZED. [C.R.C. 308.4.4]7. GLAZING IN DOOR AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, SHOWERS LESS THAN 5' ABOVE THE STANDING SURFACE SHALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF II (CPSC 16 CFR 1201). [C.R.C. TABLE R308.3.1 (1) & 308.4.5]8. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHEN THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 5' ABOVE A WALKING SURFACE AND IT IS WITHIN 5' HORIZON-TALLY OF THE WATER'S EDGE SALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) OR B (ANSI Z97.1) WHEN 9 SQUARE FEET OR LESS IN AREA AND II (CPSC 16 CFR 1201) OR A (ANSI Z97.1). [CRC308.4.5 & TABLE R308.3.1 (1) & (2)]9. GLAZING ADJACENT TO STAIRWAY, LANDINGS AND RAMPS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 3' ABOVE THE PLAN OF THE ADJACENT WALKING SURFACE SHALL BE SAFETY GLAZING. [CRC R308.4.6]10. GLAZING ADJACENT TO BOTTOM LANDING OF A STAIRWAY WITHIN 3' VERTICALLY AND 5' HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE SAFETY GLAZING. [C.R.C. 308.4.7]11. GLASS BLOCK SHALL HAVE A MINIMUM FACE THICKNESS OF 3/16", ORIGINAL UNITS, POLYVINYL BUTYRAL COATED, AND COMPLY WITH R607. [C.R.C. R607.2]12. LOUVERED WINDOWS AND JALOUSIES SHALL BE A MINIMUM 3/16" THICK, MAXIMUM 48" IN LENGTH, HAVE SMOOTH EDGE. [C.R.C. R308.2]GENERAL REQUREMENTS1. CERTIFICATE OF ROOF SLOPE: PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY, WRITTEN CERTIFICATION BY A CALIFORNIA REGISTERED ENGINEER THAT THE ROOF SLOPE IS IN CONFORMANCE WITH THE APPROVED PLANS SHALL BE SUBMITTED TO THE CITY BUILDING INSPECTOR.2. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOILS/GEOLOGY ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE.STRUCTURAL REQUREMENTSAbbreviations, Cont.ST. STD. STL. STRUC. SUSP. SYM. SW. S.C. T.B.D. T.O.F. T. T.O.C. TELE. TEMP. T.O.G. T&G THRU. T.O.M. T.O.S. TYP. T.O.B. T.O.L. T.O.S. T.O.W. T&B U.N.O. STREET STANDARD STEEL STRUCTURAL SUSPEND SYMMETRICAL SWITCH SAW CUT TO BE DETERMINED TOP OF FOOTING TREAD TOP OF CONCRETE TELEPHONE TEMPERED TOP OF GRATE TONGUE AND GROOVE THROUGH TOP OF MASONRY TOP OF SHEATHING TYPICAL TOP OF BEAM TOP OF LEDGER TOP OF STEEL TOP OF WALL TOP AND BOTTOM UNLESS NOTED OTHERWISE 5/8" TYPE 'X' GYPSUM BOARD SEPARATION2X4 OR FLAT STUD FRAMED WALL2X6 STUD FRAMED WALLDBL. 2X6 STUD FRAMED WALLKEY NOTE REFERENCE±10'-10" Ceiling1CEILING HEIGHTDATUM POINT1PLAN REVISION NUMBERA6.61A6.61ABCDA6.61SHEET NUMBERELEVATION/SECTION CALLOUT NUMBERSHEET NUMBERINTERIOR ELEVATION CALLOUT NUMBERELEVATION IDENTIFICATIONSHEET NUMBERDETAIL IDENTIFICATIONSymbolsRoom NameF.F. = 999.99'T.O.S. = 999.99'T.O.C. = 999.99'ROOM NAMEFINISH FLOOR ELEVATIONFOP OF SHEATHING ELEVATIONFOP OF CONCRETE ELEVATIONALUM. A.C. ACOUS. ADJ. A.P. A.F.F. APPD. APPROX. ARCH. AVE. A.B. ABV. AMP. BLDG. BLKG. BD. BETW. BEV. B.F. BSMT. B.S. BLK. B.M. B.B. BTM. B.O.S. BM. CAB. CALC. CAP. CAT. C.BD. C.B. C.toC. CEM. CER. CHAM. CHAN. C.L. CHG. C.I. CIR. C.J. C.L. CLG. CIKG. CLR. CLO. CO. CO. COL. C.O. COMPO. CONC. CONC.BLK. COND. CONN. CONST. CONT.CONTR. CORR. CSK. ALUMINUMASPHALTIC CONCRETE ACOUSTIC ADJUSTABLE ACCESS PANEL ABOVE FIN. FLR. APPROVED APPROXIMATE ARCHITECTURE OR ARCHITECTURAL AVENUE ANCHOR BOLT ABOVE AMPERE BUILDING BLOCKING BOARD BETWEEN BEVEL BOTH FACES BASEMENT BOTH SIDES BLOCK BENCH MARK BOTTOM OF BEAM BOTTOM BOTTOM OF STEEL BEAM CABINET CALCULATION CAPACITY CATALOGUE CHALK BOARD CATCH BASIN CENTER TO CENTER CEMENT CERAMIC CHAMFER CHANNEL CHAIN LINK CHANGE CAST IRON CIRCLE CONSTRUCTION JOINT CENTER LINE CEILING CAULKING CLEAR CLOSET CLEANOUT COMPANY COLUMN CONCRETE OPENING COMPOSITION CONCRETE CONCRETE BLOCK CONDITION CONNECT CONSTRUCTION CONTINUATION OR CONTINUOUS CONTRACTOR CORRUGATE COUNTERSINK CTR. C.J. C.R. DBL. D.D. DIAG. DIM. DO. DIA. DR.F. DR. DWG. D.S.DW. DWR. E.W.C. E.G. EA. E.D.F. ELEC. ELEV. ENGR. ENGRG. ENTR. EQ. EQUIP. EQUIV. EST. E.P. EX.PL. EXC. EXP. EXT. EXTR. E.J. EXG. EXIST. F.H. F.O.S. F.D. FDN. F.DR. F.E. F.B. F.G. FIN. FLR. FLRG. FLOUR. FRPF. F.L. FLSHG. FT. F.O.C. FTG. FURN. F.J. F.O.M. F.O.W. F.F. F.S. F.G. CENTER CEILING JOINT CRUSHED ROCK DOUBLE DECK DRAIN DIAGONAL DIMENSION DITTO DIAMETER DRINKING FOUNTAIN DOOR DRAWING DOWNSPOUTDUMBWAITER DRAWER ELECTRIC WATER COOLER EXISTING GRADE EACH ELECTRICAL DRINKING FOUNTAIN ELECTRIC ELEVATION ENGINEER ENGINEERING ENTRANCE EQUAL EQUIPMENT EQUIVALENT ESTIMATE ELECTRICAL PANEL EXTERIOR PLASTER EXCAVATE EXPANSION EXTERIOR EXTERIOR EXPANSION JOINT EXISTING EXISTING FIRE HYDRANT FACE OF STUD FLOOR DRAIN FOUNDATION FIRE DOOR FIRE EXTINGUISHER FIBER BOARD FINISH GRADE FINISH FLOOR FLOORING FLUORESCENT FIREPROOF FLOW LINE FLASHING FEET / FOOT FACE OF CONCRETE FOOTING FURNISH FLOOR JOIST FACE OF MASONRY FACE OF WALL FINISH FLOOR FINISH SURFACE FINISH GRADE GA. GALV. GENL. G.I. GLS. GYP.BD. GOVT. GRD. GR. GRND. GYP. G.L.B. H.B. HDW. HGT. H.M. HORIZ. H.P. HTG. HDWD. HR. HDCP. I.D. IN. INCL. INFO.INS. INSTL. INT. INV. INL. JST. JNT. LAM. LAV. LBR. LNDG. L.P. LNG. L.H. LINO. LINTL. LGT. LGTG. L.W.C. LGT.FIXT. MAS. MACH. MAINT. MATL. MAX. M.C. MECH. MTL. MEZZ. MFR. MIN. MISC. MIR. MTD. M.O. M.B. MED. N.G. GAGE OR GAUGE GALVANIZE GENERAL GALVANIZED IRON GLASS GYPSUM BOARD GOVERNMENT GRADE GRILLE GROUND GYPSUM GLU LAM BEAM HOSE BIBB HARDWARE HEIGHT HOLLOW METAL HORIZONTAL HIGH POINT HEATING HARD WOOD HOUR HANDICAPPED INSIDE DIAMETER INCH INCLUDE OR INCLUSIVE INFORMATIONINSULATE INSTALL INTERIOR INVERT INLET JOIST JOINT LAMINATE LAVATORY LUMBER LANDING LOW POINT LONG LEFT HAND LINOLEUM LINTEL LIGHT LIGHTING LIGHT WEIGHT LIGHT FIXTURE MASONRY MACHINE MAINTENANCE MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL METAL MEZZANINE MANUFACTURE MINIMUM MISCELLANEOUS MIRROR MOUNTED MASONRY OPENING MACHINE BOLT MEDIUM AbbreviationsN. No. NOM. N.T.S. N.I.C. OBS. O.C. OFF. OPNG. OPP. ORIG. O.H. O/ P.A. PART. PERM. PL PLAS. PLMBG. PORT. PR. PREFAB. PRELIM. PROJ. PLYWD. PLAS.LAM. PT. P.P. P.O.C. P.T.D.F. QUAL. R.W. RAD. R. RD. R.D. RND.REF. REM. REQD. REV. RF. RFG. RGH. RM. REF. R.J. RTD. SIM. SCHED. SPL.BLK. SCHEM. SECT. SERV. SHT. SHTG. SNK. SPEC. SQ. S.S. SCRN. NATURAL GRADE NORTH NUMBER NOMINAL NOT TO SCALE NOT IN CONTRACT OBSCURE ON CENTER OFFICE OPENING OPPOSITE ORIGINAL OVER HEAD OVER PUBLIC ADDRESS PARTITION PERMANENT PLATE PLASTER PLUMBING PORTABLE PAIR PREFABRICATED PRELIMINARY PROJECT PLYWOOD PLASTIC LAMINATE POINT POWER POLE POINT OF CONNECTION PRESSURE TREATED DOUGLAS FIR QUALITY REDWOOD RADIUS RISER ROAD ROOF DRAIN ROUNDREFRIGERATOR REMOVE REQUIRED REVISE ROOF ROOFING ROUGH ROOM REFERENCE ROOF JOIST RATED SIMILAR SCHEDULE SPLASH BLOCK SCHEMATIC SECTION SERVICE SHEET SHEATHING SINK SPECIFICATION SQUARE STAINLESS STEEL SCREEN VAR. VERT. VEST. W/ WC. WD. W.H. W/OVARIABLE VERTICAL VESTIBULE WITH WATERCLOSET WOOD WATER HEATER WITHOUTArchitectEBTA Architects17871 Mitchell North, Suite 150Irvine, CA 92614Contact: Jason Baumgartner / Carlos ElenesTel: (949)-955-3282Fax: (949)-955-1377Email: jason@ebta.comOwnerDCW Homes, LLC.22589 Pacific Lane Diamond Bar, CA 91765Contact: Soo LimEmail: vsoolim@yahoo.comLandscape ArchitectAD Design, Inc.2023 Chilton Drive Glendale, CA 91201Contact: Anthony DornianTel: 323.459.5257 Email: anthony@addesigninc.netCivil EngineerStructural EngineerAQX Engineering, Inc.1520 Brookhollow Dr. # 45Santa Ana, CA 92705Contact: Chung XiaoTel: 714.662.0510Email: chung@aqxeng.comMEP EngineerGregory Design4 ShetlandTrabuco Canyon, CA 92679Contact: Rob Romine / Catilin GregoryTel: 949.888.9511Email: rob@gregory-design.comSoils EngineerGSS Engineering, Inc.11823 Saluson Ave. #46Santa Fe Springs, CA 90670Contact: Allen LeeTel: 562.696.6062Title 24Title 24, Inc.7544 E Saddlehill Trail, Orange, CA 92869Contact: Rick MaurerTel: 714.771.1507Toal Engineering, Inc.139 Avenida NavarroSan Clememnte, CA 92672Contact: Caleb RiosTel: 949.492.8586Email: crios@toalengineering.com1.SEPARATE PERMITS ARE REQUIRED FOR: ENTRY GATE BBQ AREAFOUNTAINSRETAINING WALLSWATER FEATURESFIRE PITSFENCES OVER 6' IN HEIGHT (NOT APPLIACBLE)PERMIT REQUREMENTSSite InformationLOTS MERGED AS "LOTS 1&2, TRACT 53670"GROSS PARCEL AREA: (LOT 1= 72,629SF + LOT 2=53,274SF) 125,903 SF OR 2.89 ACRESNET PARCEL AREA: 116,482 SF OR 2.67 ACRESLOT COVERAGE: (37,770.9 SF ALLOWABLE) 17,660.2SFFLOOR AREA RATIO: .16No. C18832LIC EENSDITAHCRTCESTATEOFCALI FORNIARen. 11-30-21A K.TAJUDINAMTE B T AA R C H I T E C T SProject NumberA.R.C. Sub. #1RevisionRevisionRevisionRevisionRevisionA.R.C. Sub. #2A.R.C. Sub. #3Plot Date:Sheet1234517871 MITCHELL NORTHS U I T E 1 5 0I R V I N E . C A . 92614T E L 949 . 955 . 3282F A X 949 . 955 . 1377A.P.N.PC#NOT FOR CONSTRUCTIONA-0.1Lim Residence L o t s 1 - 2 , D i a m o n d B a r Lot # 1&2, Tract # 5367018032 8713-028-031&32Title SheetA-0.1Title SheetA-0.2Area TabulationA-0.3RendersA-0.4Site Plan - Existing SurveyA-1.1Site PlanA-2.1Floor Plan - First FloorA-2.2Floor Plan - Second FloorA-3.1Roof PlanA-6.1Exterior ElevationsA-6.2Exterior ElevationsA-6.3Exterior ElevationsA-9.1Garage - Floor Plan and ElevationsCG1Cal GreenGN.1General NotesGN.2General NotesC-01TITLE SHEET & LOCATION MAPC-02PRELIMINARY GRADING PLANC-03PRELIMINARY GRADING PLANC-04SECTIONS AND DETAILSL-1Hardscape PlanL-1.1Hardscape PlanL-1.2Dimension PlanL-1.3Dimension PlanL-2Construction DetailsL-2.1Construction DetailsL-3Lighting PlanL-3.1Lighting PlanL-4Irrigation LegendL-4.1Irrigation PlanL-4.2Irrigation PlanL-5Irrigation DetailsL-6Irrigation SpecsL-7Tree PlanL-7.1Tree PlanL-8Planting PlanL-8.1Planting PlanL-9Planting DetailsL-10Planting SpecsFirst FloorTOTAL MAIN RESIDENCE LIVABLE/CONDITIONED SPACE (R)12568.0 SFGARAGE / MECHANICAL / ELECTRICAL (U)2931.4 SFCOVERED EXTERIOR2160.8 SFUNCOVERED EXTERIOR547.6 SF2nd FloorTOTAL MAIN RESIDENCE LIVABLE/CONDITIONED SPACE (R)5931.4 SFTOTAL MAIN RESIDENCE LIVABLE/CONDITIONED SPACE (R)18499 SFGARAGE / MECHANICAL / ELECTRICAL (U)2931 SFCOVERED EXTERIOR2161 SFUNCOVERED EXTERIOR548 SF17.1.bPacket Pg. 41 No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION A-0.3Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Renders Garage -Southwest Street Perspective 1 Garage -Southeast Street Perspective 2 Entry -Southeast Eye-Level Perspective 3 Entry -East Eye-Level Perspective 4 Dining Room -Northwest Eye-Level Perspective 5Outdoor Dining -Southwest Eye-Level Perspective 6Outdoor Living -South Eye-Level Perspective 7 Dining Room -Northwest Eye-Level Perspective 8 Garage -Southeast Aerial Perspective 9 House -Southwest Aerial Perspective 10 House -West Aerial Perspective 11 House -Northwest Aerial Perspective 12 Dining Room -Northwest Street Perspective 13 House -Southwest Street Perspective 14 House -West Street Perspective 15 Garage -Southeast Street Perspective 16 7.1.b Packet Pg. 42 7.1.bPacket Pg. 43 7.1.bPacket Pg. 44 A-9.1 4 A-6.21 A-9.12 A-6.2 2 A-6.1 2 186'-4" 4'-0"1'-6"19'-6 1/2"7'-8"9'-7"7'-8"12'-1"24'-0"2'-4"18'-0"2'-4"36'-11"14'-11"25'-9 1/2"157'-0 1/2"3'-5 1/2"28'-0 1/2"4'-6"3'-1 1/2"12'-7"34'-5 1/2"4'-0"2'-0"23'-10 1/2"2'-0"3'-0"36'-0"186'-4" 4'-0"2'-0"13'-6"36'-0"7'-2 1/2"19'-4"2'-4"26'-0"2'-4"33'-3"14'-7"25'-9 1/2"157'-0 1/2"3'-5 1/2"25'-8 1/2"55'-0"8'-0"24'-10 1/2"7'-8"2'-4"30'-0"25'-9 1/2"10'-0 1/2"5'-5"3'-7" 25'-9 1/2"10'-0 1/2"5'-5"3'-7" 32'-0"44'-10"55'-0"10'-4"1'-0"6'-0"20'-4"6'-0"1'-0"10'-4"55'-0"32'-0" A-6.31 A-6.3 2 A-9.1 3 A-9.1 5 8- Car Garage Pantry Bedroom Bedroom 3 Powder ? Equip. Elevator Hall Day Room 1 Bedroom 6 Mechanical Laundry Electrical Bedroom 2 Ensuite Ensuite EnsuiteEnsuite Bath EnsuiteEnsuite Bedroom 7 Laundry Powder Ensuite Shower/Tub Bedroom 1 3-Car Garage Powder Coats Home Theatre Bedroom 4 Pantry Powder Bedroom 5 Asian Kitchen Hall Main Kitchen Dry Kitchen Dining Room Morning Room Grand Staircase Entry Foyer Trash Grand Living Outdoor Living Living Living LoungeOutdoor Dining Breezeway Garage Court Auto Court 16' Wide Driveway 44'-10" A-6.33 5'-8"6'-1" No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION N A-2.1Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Floor Plan - First Floor SCALE: 3/16" = 1'-0"Floor Plan - First Floor Overall 1 7.1.b Packet Pg. 45 A-9.1 4 A-6.21 A-9.12 A-6.2 2 A-6.1 2 118'-3 1/2" 1'-6 1/2"6'-11 1/2"11'-0"6'-11 1/2"12'-1"2'-4"21'-8"2'-4"18'-0"24'-1 1/2"11'-3 1/2"41'-0 1/2"46'-5 1/2"1'-9"89'-3"118'-3 1/2" 28'-0"11'-2 1/2"21'-8"26'-0"21'-8"9'-9"89'-3"6'-5 1/2"2'-0"20'-5 1/2"12'-10"19'-9 1/2"3'-9 1/2"22'-2"1'-9"A-6.31 A-6.3 2 A-9.1 3 A-9.1 5 Roof Below Elevator Closet Bedroom 10 Powder Closet Bedroom 9 Ensuite Ensuite Shower WC Shower Closet / DressingBridge Junior Master Bedroom 8 RetreatOpen to Below Open to Below Grand Staircase Gallery Master StudyMaster Bedroom Roof Below Roof Below Roof Below Roof Below Roof Below Roof Below Junior Master Bath Master Foyer His Closet Her Closet A-6.33 Spa ShowerShower 2'-3"6'-0"SAFE 1 No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION N A-2.2Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Floor Plan - Second Floor SCALE: 3/16" = 1'-0"Floor Plan - Second Floor DD 1 7.1.b Packet Pg. 46 A-9.1 4 A-6.21 A-9.12 A-6.2 2 A-6.1 2 3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"FLAT ROOF 1/4":1'-0" MIN. PITCH BREAK PITCH BREAK RIDGE: 1,004.25'RIDGE: 1,004.50'RIDGE: 1,017.75'RIDGE: 1,018.13'RIDGE: 1,020.42'RIDGE: 1,017.75'CRICKETCRICKETCRICKET CRICKET CRICKET CRICKET CRICKET CRICKETCRICKET 3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"RIDGE: 1,018.21'RIDGE: 1,020.67'3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"RIDGE: 1,0204.00'FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. RIDGE: 1,005.33'3" / 1'-0"3" / 1'-0"3" / 1'-0" ATTACHED TRELLIS -OPEN FRAME WITH FABRIC AWNING RIDGE: 1,006.08'SKYLIGHT BELOW FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN.VALLEYVALLEYHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPVALLEYVALLEYCRICKETCRICKET FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" MIN.HIPHIPHIPHIPHIPHIPHIPHIPHIPHIPRIDGE: 1,003.04'A-6.31 A-6.3 2 A-9.1 3 A-9.1 5RIDGE: 1,003.50'RIDGE: 1,002.83' FLAT ROOF 1/4":1'-0" MIN. FLAT ROOF 1/4":1'-0" FIELD VERIFY SLOPE A-6.33 RIDGE: 1,003.50'1 1. ROOF COVERING SHALL BE STANDING SEAM CLASS "A" ROOF WITH FIRESTOPS TO PREVENT INTRUSION OF FLAMES AND EMBERS PER C.B.C. SEC. 705A. 2. ALL FLASHING AND EXPOSED SHEET METAL SHALL BE CORROSION RESISTANT. 3. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN 80 MPH. 4. ALL ROOF PITCHES ARE 3:12 UNLESS NOTED OTHERWISE ON THE PLAN. 5. ALL FLAT ROOF PITCHED ARE 1/4:12 UNLESS NOTED OTHERWISE ON THE PLAN. 6. ALL CONTOURS SHOWN INDICATE EXISTING GRADES. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FINISH GRADES. 7. COPPER O'HAGIN CLOAKED VENT TILES ARE TO BE USED TO COMPLY WITH ALL ATTIC VENTILATION REQUIREMENTS. 8. ALL FLUES AND VENTS MUST COMPLY WITH THE DESIGN GUIDELINES AND BE LOCATED IN UNOBTRUSIVE AREAS RELATIVE TO ALL VIEWS FROM BEYOND THE PROPERTY INCLUDING THOSE FROM THE NEIGHBOR'S SECOND STORY AND THE LOTS ABOVE. CONSOLIDATE ALL MANIFOLD VENTS WHERE POSSIBLE TO MINIMIZE ROOF PENETRATIONS. THE HEIGHT OF ALL FLUES AND VENTS ABOVE THE FINISHED ROOFING MUST BE AT THE ABSOLUTE MINIMUM ALLOWED BY CODE. 9. ALL VALLEYS SHALL BE FLASHED WITH 24 OUNCE COPPER FLASHING (16 OZ. CODE MIN.) EXTENDING MINIMUM 12" FROM THE CENTERLINE EACH WAY WITH NO LESS THAN 1" HIGH SPLASH DIVERTER RIB AT THE FLOW LINE, OVER 36" WIDE CAP SHEET COMPLYING ASTM D 1970, CONTINUOUS BENEATH TILE. 10. ALL DISSIMILAR METALS SHAL BE DECOUPLED TO PREVENT GALVANIC CORROSION. 11. TILE NAILING SHALL COMPLY TO THE FOLLOWING MINIMUM O.C. BUILDING DEPARTMENT STANDARDS AND 2016 C.B.C. A. 11 GA. CORROSION-RESISTANT 3/4" INTO SHEATHING PER C.B.C. B. THE HEAD OF ALL TILES SHALL BE NAILED. C. THE NOSE OF ALL EAVE COURSE TILES SHALL BE FASTENED WITH APPROVED CLIPS. D. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS. E. THE NOSE OF ALL RIDGE, HIP, AND RAKE TILES SHALL BE SET IN A BEAD OF APPROVED ROOFER'S MASTIC. 12. PROVIDE AN ELASTOMERIC WATERPROOF MEMBRANE AT ALL BALCONIES, DECKS, AND TERRACES. CONTRACTOR TO PERFORM A WATER TEST TO ENSURE THAT ALL AREAS ARE WATER TIGHT AND DO NOT LEAK. 13. CHIMNEYS ARE RESTRICTED TO A 15 S.F. MAXIMUM FOOTPRINT SIZE. 14. MECHANICAL EQUIPMENT OF ANY TYPE IS NOT PERMITTED ON ANY EXTERIOR SURFACE OF THE BUILDING. 15. ALL CHASE TERMINATIONS SHALL BE PAINTED FLAT BLACK. 16. RUN DS AND DSC WITHIN WALL CAVITY AND CONNECT TO BELOW GRADE SITE DRAINAGE SYSTEM, TYPICAL VENTILATION OPENINGS SHALL NOT BE PERMITTED ON THE EXPOSED SIDE. 17. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. • RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL AND ARE FOR THE CRYSTAL COVE ASSOCIATION REFERENCE ONLY. • CONTRACTOR TO CONSTRUCT ROOF FROM THE PLATE HEIGHTS AND THE ROOF SLOPE INDICATED ON THE ROOF PLAN. • REFER TO EXTERIOR ELEVATIONS FOR MATERIAL LIST FOR COLOR AND FINISH INFORMATION. Note: DS = DOWNSPOUT DSC = DOWNSPOUT TO CONDUCTOR APS = ABOVE TOP OF PLYWOOD SHEATHING ATC = ABOVE TOP OF CURB ATS = ABOVE TOP OF SLAB AFF = ABOVE TOP OF FINISH FLOOR AFS = ABOVE TOP OF FINISH SURFACE No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION N A-3.1Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Roof Plan SCALE: 3/16" = 1'-0"Roof Plan 1 7.1.b Packet Pg. 47 T.O. SHEATHING = 990.83' First Floor F.F. = 991.00' T.O. SHEATHING = 1005.83' 2nd Floor F.F. = 1006.00' T.O. Plate = 1002.75' 12'-1" A.T.S. 2nd Floor T.O. Plate = 1016.75' 10' -11"A.T.P. 2nd Floor T.0. Plate = 1018.75' 12'-11" A.T.P. Highest Ridge = 1023.42' B.O. BEAM = 1003.67' 13'-0" A.T.S.32'-5"4'-8"2'-0"11"9'-10"2'-4"11"11'-9"Maximum Allowable Height = 1026.00' 5A 5B 5H7A7B 7C 7"8'-5 1/4"Flat Roof T.O. PLATE = 1015.83' 10'-0" A.T.P. T.O. SHEATHING = 990.83' First Floor F.F. = 991.00' T.O. SHEATHING = 1005.83' 2nd Floor F.F. = 1006.00' 2nd Floor T.O. Plate = 1016.75' 10' -11"A.T.P. 2nd Floor T.0. Plate = 1018.75' 12'-11" A.T.P. Highest Ridge = 1023.42' B.O. BEAM = 1003.67' 13'-0" A.T.S.32'-5"12'-8"2'-4"9'-10"11"2'-0"4'-8"Maximum Allowable Height = 1026.00' 1B 1C 2B 6G 3A 4A 7A7C7B 7D 5A 5B 5K 5B6D 6E 6E 5H 8A Flat Roof T.O. PLATE = 1015.83' 10'-0" A.T.P. Exterior Plaster: SHERWIN WILLIAMS, HAND TROWELLED SANTA BARBARA FINISH, COLOR: PURE WHITE 7005 SHERWIN WILLIAMS, ACID WASH FINISH, COLOR: AMAZING GRAY 7044 Roofing: CUSTOM BILT METALS (ESR2048) STANDING SEAM METAL ROOF -COLOR: BRUSHED ZINC Doors and Windows - Metal Clad Wood: PELLAARCHITECTURAL SERIES -COLOR TO MATCH DARK SMOKE 07 BY HUBBARDTON FORGE Custom Entry Wood Gate: Exterior Wood Siding, Ceilings, Trim, Etc.: CEDAR SIDING OVER 5/8" TYPE 'X' EXTERIOR GRADE GYPSUM BOARD CONFORMING TO UL U305. COLOR: STAIN TO MATCH "ZEPHYR" ATLANTIC WHITE CEDAR BY RESAWN TIMBER CO. Wrought Iron: Railings OIL RUBBED FINISH, COLOR TO MATCH SIERRA PACIFIC HERITAGE COLLECTION, MOCH 098 1. ROOF, ATTIC, AND EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/8 INCH OPENINGS OR ITS EQUIVALENT PER C.B.C. CHAP. 7A, SEC. 706A.2. 2. RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL AND ARE FOR THE HOA REFERENCE ONLY. CONTRACTOR TO CONSTRUCT ROOF FROM THE PLATE HEIGHTS AND THE ROOF INDICATED ON THE ROOF PLAN. 3. ALL FLUES AND VENTS MUST COMPLY WITH THE DESIGN GUIDELINES AND BE LOCATED IN UNOBTRUSIVE AREAS RELATIVE TO ALL VIEWS FROM BEYOND THE PROPERTY INCLUDING THOSE FROM THE NEIGHBOR'S SECOND STORY AND THE LOTS ABOVE. PLEASE CONSOLIDATE MANIFOLD VENTS WHERE POSSIBLE TO MINIMIZE ROOF PENETRATIONS. THE HEIGHT OF ALL FLUES AND VENTS ABOVE THE FINISHED ROOFING MUST BE AT THE ABSOLUTE MINIMUM ALLOWED BY CODE. 4. ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONSOLIDATED AND LOCATED IN AREAS THAT MINIMIZE THEIR VISIBILITY. MUST BE AS LOW IN HEIGHT AS ALLOWED BY CODE AND SATISFY THE REQUIREMENTS OF THE DESIGN GUIDELINES 5. PROVIDE AN ELASTOMERIC WATERPROOF MEMBRANE AT ALL BALCONIES, DECKS, AND TERRACES. CONTRACTOR TO PERFORM A WATER TEST TO ENSURE THAT ALL AREAS ARE WATER TIGHT AND DO NOT LEAK. 6. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. 7. PROVIDE MATERIAL AND COLOR SAMPLES TO BE REVIEWED BY OWNER AND ARCHITECT PIOR TO INSTALLATION. 1B FINISH GRADE LINE 1A LINE OF EXISTING GRADE 1C LINE OF BUILDING ENVELOPE 2A EXISTING PROPERTY WALL AND FENCE, MAXIMUM 6'-0" IN HEIGHT PER HOA -REFER TO CIVIL AND LANDSCAPE DRAWINGS 2B LANDSCAPE WALL, PLANTER WALL AND HARDSCAPE -REFER TO CIVIL AND LANDSCAPE DRAWINGS 3A SLAB BENEATH EXTERIOR SITE STAIR AND HARDSCAPE -REFER TO CIVIL AND LANDSCAPE DRAWINGS 4A PRE-CAST STONE WALL CAP OVER PLASTER WALL -REFER TO DETAILS 1 General 2 Site 3 Concrete 4 Masonry 4B PRE-CAST STONE BASE 4C PRE-CAST STONE WINDOW / GATE / OPENING SURROUND 4D PRE-CAST STONE CHIMNEY CAP 4E STONE HARDSCAPE -REFER TO LANDSCAPE DRAWINGS 5B METAL AWNING / EYEBROW -REFER TO DETAILS 5A METAL CLAD WOOD DOORS OR WINDOWS -REFER TO DOOR AND WINDOW SCHEDULE 5C OVERALL 42" HIGH WROUGHT IRON RAILING AND WALL -PICKETS SPACED NOT TO ALLOW A 4" DIA. SPHERE TO PASS THROUGH PER C.B.C. 5 Metals 5D CORROSION RESISTANT FLASHING AND COUNTERFLASHING AT ALL ROOF TO WALL CONDITIONS -SEE ROOF PLAN AND DETAILS 5E CORROSION RESISTANT SADDLE AND/OR FLASHING AT CHIMNEY PENETRATION -SEE ROOF PLAN AND DETAILS 5F CORROSION RESISTANT VALLEY FLASHING, CORROSION RESISTANT -SEE ROOF PLAN AND DETAILS 5G CHIMNEY SCREEN -1/8" COPPER MESH SCREEN PAINTED BLACK 5H CORROSION RESISTANT 3" DIA. HALF ROUND GUTTER 5J CORROSION RESISTANT 5" DIA. DOWNSPOUT 5K WROUGHT IRON ARBOR / TRELLIS 6B STAIN GRADE WOOD GARAGE DOOR WITH LIGHT DISTRESS 6A STAIN GRADE WINDOW / DOOR / OPENING HEADER 6C STAIN GRADE WOOD LOUVERS 6 Wood 6D 2X MINIMUM STAIN GRADE T&G CEILING 6E STAIN GRADE WOOD DOOR AT ELECTRICAL AND MECHANICAL ROOM 7B SANTA BARBARA STLYE 7/8" EXTERIOR PLASTER OVER METAL LATH, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 7A CUSTOM BILT METALS (ESR2048) STANDING SEAM METAL ROOF 7 Exterior Finishes 8B ADDRESS SIGN 8A LIGHT FIXTURE -AS SELECTED BY ARCHITECT/OWNER -HUBBARDTON FORGE OR EQUAL 8C ELECTRICAL SERVICE PANEL AND METER LOCATION -REFER TO BASEMENT FLOOR PLAN 8 Utilities 6F STAIN GRADE WOOD GATE -REFER TO DOOR SCHEDULE 6G STAIN GRADE WOOD FENCING -REFER TO DETAILS 7C ACID WASH STYLE 7/8" EXTERIOR PLASTER OVER METAL LATH, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 8D WATER ELEMENT -REFER TO LANDSCAPE DRAWINGS 8F STATUE OR LANDSCAPE ELEMENT -REFER TO LANDSCAPE DRAWINGS 8E FIRE ELEMENT -REFER TO LANDSCAPE DRAWINGS Exterior MaterialsExterior Elevation Keynotes Exterior Elevation General Notes STAIN GRADE WOOD, "OLYMPIC" STAIN NAME: "PHOENIX FOSSIL" Exterior Stone Walls, Caps, Sills, Etc.: MAIDEN STONE, MIRAL LIMESTONE, STYLE: BRUSHED ACCENT: MAIDEN STONE, AEGEAN LIMSTONE, STYLE: FLAMED 7D STAIN GRADE WOOD SIDING OVER 5/8" TYPE 'X' DRYWALL, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 5L REGLET REVEAL -COLOR TO MATCH PLASTER No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION A-6.1Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Exterior Elevations SCALE: 1/4" = 1'-0"Exterior Elevation - Front (West) Alamo Heights Drive 1 SCALE: 1/4" = 1'-0"Exterior Elevation - Rear (East)2 7.1.b Packet Pg. 48 T.O. SHEATHING = 990.83' First Floor F.F. = 991.00' T.O. SHEATHING = 1005.83' 2nd Floor F.F. = 1006.00' T.O. Plate = 1002.75' 12'-1" A.T.S. 2nd Floor T.O. Plate = 1016.75' 10' -11"A.T.P. 2nd Floor T.0. Plate = 1018.75' 12'-11" A.T.P. Highest Ridge = 1023.42'32'-5"4'-8"2'-0"10'-9"2'-4"11"11'-9"B.O. BEAM = 1003.67' 13'-0" A.T.S. Maximum Allowable Height = 1026.00' 7A 7B7C7D5A5B 5C5H 5K 6B 6A7D Garage T.S. = 990.50' @ Door Flat Roof T.O. PLATE = 1015.83' 10'-0" A.T.P. T.O. SHEATHING = 990.83' First Floor F.F. = 991.00' T.O. SHEATHING = 1005.83' 2nd Floor F.F. = 1006.00' 2nd Floor T.O. Plate = 1016.75' 10' -11"A.T.P. 2nd Floor T.0. Plate = 1018.75' 12'-11" A.T.P. Highest Ridge = 1023.42' B.O. BEAM = 1003.67' 13'-0" A.T.S.32'-5"4'-8"2'-0"10'-9"2'-4"Maximum Allowable Height = 1026.00' 7A7B 5A 5H 7D 8A 6E Exterior Plaster: SHERWIN WILLIAMS, HAND TROWELLED SANTA BARBARA FINISH, COLOR: PURE WHITE 7005 SHERWIN WILLIAMS, ACID WASH FINISH, COLOR: AMAZING GRAY 7044 Roofing: CUSTOM BILT METALS (ESR2048) STANDING SEAM METAL ROOF -COLOR: BRUSHED ZINC Doors and Windows - Metal Clad Wood: PELLAARCHITECTURAL SERIES -COLOR TO MATCH DARK SMOKE 07 BY HUBBARDTON FORGE Custom Entry Wood Gate: Exterior Wood Siding, Ceilings, Trim, Etc.: CEDAR SIDING OVER 5/8" TYPE 'X' EXTERIOR GRADE GYPSUM BOARD CONFORMING TO UL U305. COLOR: STAIN TO MATCH "ZEPHYR" ATLANTIC WHITE CEDAR BY RESAWN TIMBER CO. Wrought Iron: Railings OIL RUBBED FINISH, COLOR TO MATCH SIERRA PACIFIC HERITAGE COLLECTION, MOCH 098 1. ROOF, ATTIC, AND EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/8 INCH OPENINGS OR ITS EQUIVALENT PER C.B.C. CHAP. 7A, SEC. 706A.2. 2. RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL AND ARE FOR THE HOA REFERENCE ONLY. CONTRACTOR TO CONSTRUCT ROOF FROM THE PLATE HEIGHTS AND THE ROOF INDICATED ON THE ROOF PLAN. 3. ALL FLUES AND VENTS MUST COMPLY WITH THE DESIGN GUIDELINES AND BE LOCATED IN UNOBTRUSIVE AREAS RELATIVE TO ALL VIEWS FROM BEYOND THE PROPERTY INCLUDING THOSE FROM THE NEIGHBOR'S SECOND STORY AND THE LOTS ABOVE. PLEASE CONSOLIDATE MANIFOLD VENTS WHERE POSSIBLE TO MINIMIZE ROOF PENETRATIONS. THE HEIGHT OF ALL FLUES AND VENTS ABOVE THE FINISHED ROOFING MUST BE AT THE ABSOLUTE MINIMUM ALLOWED BY CODE. 4. ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONSOLIDATED AND LOCATED IN AREAS THAT MINIMIZE THEIR VISIBILITY. MUST BE AS LOW IN HEIGHT AS ALLOWED BY CODE AND SATISFY THE REQUIREMENTS OF THE DESIGN GUIDELINES 5. PROVIDE AN ELASTOMERIC WATERPROOF MEMBRANE AT ALL BALCONIES, DECKS, AND TERRACES. CONTRACTOR TO PERFORM A WATER TEST TO ENSURE THAT ALL AREAS ARE WATER TIGHT AND DO NOT LEAK. 6. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. 7. PROVIDE MATERIAL AND COLOR SAMPLES TO BE REVIEWED BY OWNER AND ARCHITECT PIOR TO INSTALLATION. 1B FINISH GRADE LINE 1A LINE OF EXISTING GRADE 1C LINE OF BUILDING ENVELOPE 2A EXISTING PROPERTY WALL AND FENCE, MAXIMUM 6'-0" IN HEIGHT PER HOA -REFER TO CIVIL AND LANDSCAPE DRAWINGS 2B LANDSCAPE WALL, PLANTER WALL AND HARDSCAPE -REFER TO CIVIL AND LANDSCAPE DRAWINGS 3A SLAB BENEATH EXTERIOR SITE STAIR AND HARDSCAPE -REFER TO CIVIL AND LANDSCAPE DRAWINGS 4A PRE-CAST STONE WALL CAP OVER PLASTER WALL -REFER TO DETAILS 1 General 2 Site 3 Concrete 4 Masonry 4B PRE-CAST STONE BASE 4C PRE-CAST STONE WINDOW / GATE / OPENING SURROUND 4D PRE-CAST STONE CHIMNEY CAP 4E STONE HARDSCAPE -REFER TO LANDSCAPE DRAWINGS 5B METAL AWNING / EYEBROW -REFER TO DETAILS 5A METAL CLAD WOOD DOORS OR WINDOWS -REFER TO DOOR AND WINDOW SCHEDULE 5C OVERALL 42" HIGH WROUGHT IRON RAILING AND WALL -PICKETS SPACED NOT TO ALLOW A 4" DIA. SPHERE TO PASS THROUGH PER C.B.C. 5 Metals 5D CORROSION RESISTANT FLASHING AND COUNTERFLASHING AT ALL ROOF TO WALL CONDITIONS -SEE ROOF PLAN AND DETAILS 5E CORROSION RESISTANT SADDLE AND/OR FLASHING AT CHIMNEY PENETRATION -SEE ROOF PLAN AND DETAILS 5F CORROSION RESISTANT VALLEY FLASHING, CORROSION RESISTANT -SEE ROOF PLAN AND DETAILS 5G CHIMNEY SCREEN -1/8" COPPER MESH SCREEN PAINTED BLACK 5H CORROSION RESISTANT 3" DIA. HALF ROUND GUTTER 5J CORROSION RESISTANT 5" DIA. DOWNSPOUT 5K WROUGHT IRON ARBOR / TRELLIS 6B STAIN GRADE WOOD GARAGE DOOR WITH LIGHT DISTRESS 6A STAIN GRADE WINDOW / DOOR / OPENING HEADER 6C STAIN GRADE WOOD LOUVERS 6 Wood 6D 2X MINIMUM STAIN GRADE T&G CEILING 6E STAIN GRADE WOOD DOOR AT ELECTRICAL AND MECHANICAL ROOM 7B SANTA BARBARA STLYE 7/8" EXTERIOR PLASTER OVER METAL LATH, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 7A CUSTOM BILT METALS (ESR2048) STANDING SEAM METAL ROOF 7 Exterior Finishes 8B ADDRESS SIGN 8A LIGHT FIXTURE -AS SELECTED BY ARCHITECT/OWNER -HUBBARDTON FORGE OR EQUAL 8C ELECTRICAL SERVICE PANEL AND METER LOCATION -REFER TO BASEMENT FLOOR PLAN 8 Utilities 6F STAIN GRADE WOOD GATE -REFER TO DOOR SCHEDULE 6G STAIN GRADE WOOD FENCING -REFER TO DETAILS 7C ACID WASH STYLE 7/8" EXTERIOR PLASTER OVER METAL LATH, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 8D WATER ELEMENT -REFER TO LANDSCAPE DRAWINGS 8F STATUE OR LANDSCAPE ELEMENT -REFER TO LANDSCAPE DRAWINGS 8E FIRE ELEMENT -REFER TO LANDSCAPE DRAWINGS Exterior MaterialsExterior Elevation Keynotes Exterior Elevation General Notes STAIN GRADE WOOD, "OLYMPIC" STAIN NAME: "PHOENIX FOSSIL" Exterior Stone Walls, Caps, Sills, Etc.: MAIDEN STONE, MIRAL LIMESTONE, STYLE: BRUSHED ACCENT: MAIDEN STONE, AEGEAN LIMSTONE, STYLE: FLAMED 7D STAIN GRADE WOOD SIDING OVER 5/8" TYPE 'X' DRYWALL, WATERPROOF BACKING, AND 1/2" PLYWOOD SHEATHING 5L REGLET REVEAL -COLOR TO MATCH PLASTER No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION A-6.2Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Exterior Elevations SCALE: 1/4" = 1'-0"Exterior Elevation - Left (North)1 SCALE: 1/4" = 1'-0"Exterior Elevation - Right (South) Pacific Lane 2 7.1.b Packet Pg. 49 A-9.1 4 A-6.21 A-9.12 A-9.1 3 A-9.1 5 31'-11 1/2"44'-10" 25'-9 1/2"10'-0 1/2"5'-5"3'-7" 25'-9 1/2"10'-0 1/2"5'-5"3'-7" 44'-10"55'-0"10'-4"1'-0"6'-0"5'-10 1/2"8'-7"5'-10 1/2"6'-0"1'-0"10'-4"55'-0"8- Car Garage Garage T.S. = 990.50' @ Door T.O. Ridge T.O. Ridge 8"2'-5"6"3'-3"8'-2"15'-0"T.O. Parapet T.O. Plate T.O. Plate 15'-0" MAXIMUM HEIGHT PER DIAMOND BAR ZONING REQUIREMENTS Garage T.S. = 990.50' @ Door T.O. Ridge 15'-0"3'-7"11'-5"T.O. Plate 15'-0" MAXIMUM HEIGHT PER DIAMOND BAR ZONING REQUIREMENTS Garage T.S. = 990.50' @ Door8'-2"3'-3"6"2'-5"8"15'-0"15'-0" MAXIMUM HEIGHT PER DIAMOND BAR ZONING REQUIREMENTS Garage T.S. = 990.50' @ Door T.O. Ridge T.O. Ridge 15'-0"15'-0" MAXIMUM HEIGHT PER DIAMOND BAR ZONING REQUIREMENTS 8"2'-5"6"3'-3"8'-2"T.O. Parapet T.O. Plate T.O. Plate Exterior Plaster: SHERWIN WILLIAMS, HAND TROWELLED SANTA BARBARA FINISH, COLOR: PURE WHITE 7005 SHERWIN WILLIAMS, ACID WASH FINISH, COLOR: AMAZING GRAY 7044 Roofing: CUSTOM BILT METALS (ESR2048) STANDING SEAM METAL ROOF - COLOR: BRUSHED ZINC Doors and Windows - Metal Clad Wood: PELLAARCHITECTURAL SERIES - COLOR TO MATCH DARK SMOKE 07 BY HUBBARDTON FORGE Custom Entry Wood Gate: Exterior Wood Siding, Ceilings, Trim, Etc.: CEDAR SIDING OVER 5/8" TYPE 'X' EXTERIOR GRADE GYPSUM BOARD CONFORMING TO UL U305. COLOR: STAIN TO MATCH "ZEPHYR" ATLANTIC WHITE CEDAR BY RESAWN TIMBER CO. Wrought Iron: Railings OIL RUBBED FINISH, COLOR TO MATCH SIERRA PACIFIC HERITAGE COLLECTION, MOCH 098 1. ROOF, ATTIC, AND EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/8 INCH OPENINGS OR ITS EQUIVALENT PER C.B.C. CHAP. 7A, SEC. 706A.2. 2. RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL AND ARE FOR THE HOA REFERENCE ONLY. CONTRACTOR TO CONSTRUCT ROOF FROM THE PLATE HEIGHTS AND THE ROOF INDICATED ON THE ROOF PLAN. 3. ALL FLUES AND VENTS MUST COMPLY WITH THE DESIGN GUIDELINES AND BE LOCATED IN UNOBTRUSIVE AREAS RELATIVE TO ALL VIEWS FROM BEYOND THE PROPERTY INCLUDING THOSE FROM THE NEIGHBOR'S SECOND STORY AND THE LOTS ABOVE. PLEASE CONSOLIDATE MANIFOLD VENTS WHERE POSSIBLE TO MINIMIZE ROOF PENETRATIONS. THE HEIGHT OF ALL FLUES AND VENTS ABOVE THE FINISHED ROOFING MUST BE AT THE ABSOLUTE MINIMUM ALLOWED BY CODE. 4. ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONSOLIDATED AND LOCATED IN AREAS THAT MINIMIZE THEIR VISIBILITY. MUST BE AS LOW IN HEIGHT AS ALLOWED BY CODE AND SATISFY THE REQUIREMENTS OF THE DESIGN GUIDELINES 5. PROVIDE AN ELASTOMERIC WATERPROOF MEMBRANE AT ALL BALCONIES, DECKS, AND TERRACES. CONTRACTOR TO PERFORM A WATER TEST TO ENSURE THAT ALL AREAS ARE WATER TIGHT AND DO NOT LEAK. 6. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. 7. PROVIDE MATERIAL AND COLOR SAMPLES TO BE REVIEWED BY OWNER AND ARCHITECT PIOR TO INSTALLATION. Exterior MaterialsExterior Elevation General Notes STAIN GRADE WOOD, "OLYMPIC" STAIN NAME: "PHOENIX FOSSIL" Exterior Stone Walls, Caps, Sills, Etc.: MAIDEN STONE, MIRAL LIMESTONE, STYLE: BRUSHED ACCENT: MAIDEN STONE, AEGEAN LIMSTONE, STYLE: FLAMED General 1. INTERIOR WALLS: 2 X 6 STUD FRAMING, TYPICAL, U.N.O. 2. USE MOISTURE RESISTANT "MOLD GUARD" GYPSUM BOARD FOR ALL SUBTERRANEAN ROOMS, INCLUDING GARAGE. 3. USE "QUIET ROCK" GYPSUM BOARD ON ALL CEILINGS WHERE THERE IS A FLOOR ABOVE AND ON WALLS OF BATHROOMS ADJACENT TO HABITABLE AREAS 4. USE BATT INSULATION ON ALL INTERIOR WALLS AND IN CEILINGS BETWEEN FLOORS 5. PERMANENTLY AFFIXED LADDER. LADDER SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12", PROJECT AT LEAST 3" FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18" ON THE CENTER FOR THE FULL HEIGHT OF WINDOW WELL. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTIONS AND SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. MAX. FORCE REQUIRED TO OPEN LID SHALL NOT EXCEED 5 POUNDS APPLIED PERPENDICULAR TO THE COVER. (CBC 1030.4) Plumbing ANTI-SCALDING SHOWER AND TUB AND SHOWER VALVES REQUIRED PER C.P.C. Glazing PROVIDE SAFETY GLAZING PER C.B.C. SEC. 2406.3 & 2406.4 -REFER TO DOOR AND WINDOW SCHEDULE NOTES FOR ADDITIONAL INFORMATION, AND THE FLOOR PLAN WHICH INDICATED AREAS OF TEMPERED WINDOWS HVAC SEE GENERAL NOTES SHEET GN-1 AND GN-2 FOR GENERAL REQUIREMENTS. PROVIDE CONTINUOUS DUCTWORK TO ALL REGISTERED GRILLES (NO DRYWALL OR FRAMED SHAFTS) 5/8" TYPE 'X' GYPSUM BOARD SEPARATION 2X4 OR FLAT STUD FRAMED WALL 2X6 STUD FRAMED WALL DBL. 2X6 STUD FRAMED WALL Abbreviations (I.P.M.R.) (V.C.O.R.M.) INSTALL PER MANUFACTURER'S RECOMMENDATIONS VERIFY CLEAR OPENING REQUIREMENTS WITH MANUFACTURER INDICATES TEMPERED GLAZING TO MEET REQUIREMENTS OF CBC Floor Plan General Notes and Wall Legend T Water Heaters GAS WATER HEATERS SHALL HAVE THE FOLLOWING COMPONENTS: A.A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3' OF THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. B.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. C.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS A NATURAL DRAINING WITHOUT PUMP ASSISTANCE D.A GAS SUPPLY LINE WITH A CAPACTIY OF AT LEAST 200,000 BTU/HR. PROVIDE GAS ISOMETRIC HEATING AND AIR CONDITIONING SYSTEMS AND THEIR EQUIPMENT ARE TO BE SIZED AND DESIGNED PER SEC 4.507.2 USING ONE OF THE FOLLOWING 3 METHODS: 1. HEAT LOSS/GAIN ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J-2011, ASHRAE HANDBOOKS, OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS; OR 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D-2014, ASHRAE HANDBOOKS, OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS; OR 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2014, OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. No. C18832LICEENSD ITA HCR TCESTATEOF C A L IF ORNIARen. 11-30-21AK.TAJUD I NAMT E B T A A R C H I T E C T S Project Number A.R.C. Sub. #1 Revision Revision Revision Revision Revision A.R.C. Sub. #2 A.R.C. Sub. #3 Plot Date: Sheet 1 2 3 4 5 17871 MITCHELL NORTH S U I T E 1 5 0 I R V I N E . C A . 92614 T E L 949 . 955 . 3282 F A X 949 . 955 . 1377 A.P.N. PC # NOT FOR CONSTRUCTION N A-9.1Lim ResidenceL o t s 1 - 2 , D i a m o n d B a rLot # 1&2, Tract # 5367018032 8713-028-031&32 Garage - Floor Plan and Elevations SCALE: 1/4" = 1'-0"Floor Plan - Garage 1 SCALE: 1/4" = 1'-0"Garage Front 2 SCALE: 1/4" = 1'-0"Garage Rear 4 SCALE: 1/4" = 1'-0"Garage - Right 3 SCALE: 1/4" = 1'-0"Garage - Left 5 1 1 1 1 7.1.b Packet Pg. 50 F.F.=991.00T/SLAB=990.83PAD=xxx.xxGARAGEGARAGEF.F.=991.00T/SLAB=990.83PAD=xxx.xxPRELIMINARY GRADING PLANLOTS 1 & 2, TRACT 53670LOTS 1&2, PACIFIC LANELIM RESIDENCE139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYREVISIONSNO.INITIALDESCRIPTIONAPP'LC I T Y O F D I A M O N D B A RPUBLIC WORKS DEPARTMENTEASEMENT NOTES:VICINITY MAPSHEET INDEXC-01TITLE SHEET & LOCATION MAPC-02PRELIMINARY GRADING PLAN - 1C-03PRELIMINARY GRADING PLAN - 2C-04SECTIONS AND DETAILSC-05EROSION CONTROL PLANCONSTRUCTION NOTES AND QUANTITY ESTIMATESDEVELOPMENT STATISTICSLEGEND7.1.bPacket Pg. 51 GARAGEGARAGEGRADINGLIMITSGRADINGLIMITSGRADINGLIMITSF.F.=991.00T/SLAB=990.83PAD=xxx.xxEX. CATCH BASIN TOREMAIN.(W=14',V=5')PER APWA 300-2 FOR EASEMENT NOTES AND LEGEND SEE SHEET C-1.PRELIMINARY CONSTRUCTION NOTESDISPOSITION NOTES139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYREVISIONSNO.INITIALDESCRIPTIONAPP'LC I T Y O F D I A M O N D B A RPUBLIC WORKS DEPARTMENT7.1.bPacket Pg. 52 F.F.=991.00T/SLAB=990.83PAD=xxx.xxGRADINGLIMITSGRADINGLIMITS139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYREVISIONSNO.INITIALDESCRIPTIONAPP'LC I T Y O F D I A M O N D B A RPUBLIC WORKS DEPARTMENTFOR CONSTRUCTION NOTES AND DISPOSITION NOTES SEE SHEET C-2, FOR EASEMENTNOTES AND LEGEND SEE SHEET C-1.7.1.bPacket Pg. 53 SECTIONSECTIONPRELIMINARY CONSTRUCTION NOTESDISPOSITION NOTES139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYREVISIONSNO.INITIALDESCRIPTIONAPP'LC I T Y O F D I A M O N D B A RPUBLIC WORKS DEPARTMENT7.1.bPacket Pg. 54 7.1.b Packet Pg. 55 7.1.b Packet Pg. 56 7.1.b Packet Pg. 57 7.1.b Packet Pg. 58 7.1.b Packet Pg. 59 7.1.b Packet Pg. 60 7.1.b Packet Pg. 61 7.1.b Packet Pg. 62 7.1.b Packet Pg. 63 7.1.b Packet Pg. 64 7.1.b Packet Pg. 65 7.1.cPacket Pg. 66 Project Status Report CITY OF DIAMOND BAR September 22, 2020 COMMUNITY DEVELOPMENT DEPARTMENT LEGEND PH = PUBLIC HEARING X = NON PUBLIC HEARING AP = ASSIGNED PLANNER PC = PLANNING COMMISSION AR = ADMINISTRATIVE REVIEW CC = CITY COUNCIL PROPERTY LOCATION PLANNING COMMISSION REVIEW File # AP Applicant PC 9/22/20 CC 10/6/20 PC 10/13/20 CC 10/20/20 PC 10/27/20 CC 11/3/20 22589 Pacific Ln. (New single family residence) DR PL2020-17 NTE Jason Baumgartner PH 800 N. Diamond Bar Blvd. (Sign program) CSP PL2019-164 MN Raj Panchal PH ADMINISTRATIVE REVIEW Property Location AP Applicant None PENDING ITEMS Property Location File # AP Applicant Status 2523 Blaze Trail (New single family residence) DR PL2020-49 MN Pete Volbeda Second Incomplete letter sent 8/27/20 - waiting for additional information 2366 Clear Creek (Addition to single family residence) DR PL2020-70 NTE Pete Volbeda Under review Crooked Creek (7-unit subdivision) TTM, DR, CUP, TP PL2017-203 MN Rob Meserve Under review 1114 S. Diamond Bar Blvd. (Veterinarian office) CUP PL2020-120 MN Dr. Ratul Kumar Under review 24011 Falcons View Dr. (Addition and remodel to single family residence) DR PL2020-25 MN William Edwards Second incomplete letter sent 6/12/20 – waiting for additional information 24206 Gingerwood Place (Addition to single family residence) DR PL2020-115 AS Angelo Reginaldo Under review 20657 Golden Springs (Sign program amendment) CUP PL2019-172 MN Sign Express Incomplete letter sent 10/10/19 – waiting for additional information 2218 Indian Creek (New single family residence) DR PL2020-108 GL Ash Patel Under review 2360 Indian Creek (Addition and remodel to single family residence) DR PL2019-185 MN Pete Volbeda Second incomplete letter sent 2/26/20 – waiting for additional information 9.1 Packet Pg. 67 Project Status Report CITY OF DIAMOND BAR Page 2 September 22, 2020 COMMUNITY DEVELOPMENT DEPARTMENT PENDING ITEMS (continued) Property Location File # AP Applicant Status 22938 ½ Ridge Line Rd. (Wireless facility) CUP PL2020-42 NTE Jill Cleveland Incomplete letter sent 04/01/2020 – waiting for additional information 23121 Ridge Line Rd. (New single family residence) DR PL2020-31 NTE Pete Volbeda Incomplete letter sent 3/26/20 – waiting for additional information 23135 Ridge Line Rd. (New single family residence) DR PL2018-233 MN Faiz Ennabe Second incomplete letter sent 2/6/20 – waiting for additional information 2775 Shadow Canyon (New single family residence) DR PL2019-188 NTE Edwin Agabao Incomplete letter sent 3/10/20 - waiting for additional information 9.1 Packet Pg. 68 NOTICE OF PUBLIC MEETING AND AFFIDAVIT OF POSTING STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) CITY OF DIAMOND BAR ) I, Stella Marquez, declare as follows: I am employed by the City of Diamond Bar, Community Development Department. On September 18, 2020, a copy of the September 22, 2020, Planning Commission Agenda, was posted at the following locations: SCAOMD/Government Center, 21865 Copley Drive Heritage Park, 2900 Brea Canyon Road City website: www.diamondbarca.gov Due to COVID-19 closures, the Planning Commission Agenda could not be posted at the following regular posting locations: Diamond Bar City Hall Diamond Bar Library I declare under penalty of perjury that the foregoing is true and correct. Executed on September 18, 2020, at Diamond Bar, California. Stella Marquez Community Development gi\s\affidavl�posiing.�oc