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HomeMy WebLinkAbout08/25/2015 PC AgendaCOMMISSION FILE COPY AGENDA City Hall, Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765 Chairperson Ruth Low Commissioner Frank Farago Commissioner"Fred" Commissioner Bob Nishimura Commissioner Raymond Wolfe Copies of staff reports or other written documentation relating to agenda items are on Re in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title 11 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 accommodations) 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. . DL1,1[0NT Please refrain from smoking, eating or "IG ILr U IUM-„- amu. drinking in the Windmill Community Room paper and encourages you to do the same City of Diamond Bar Planning Commission MEETING RULES The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public may address the Commission on the subject of one or more agenda items and/or other items of,which are within the subject matter jurisdiction of the Diamond Bar Planning Commission. A request to address the Commission should be submitted in writing at the public hearing, to the Secretary of the Commission. As a general rule, the opportunity for public comments will take place at the discretion of the Chair. However, in order to facilitate the meeting, persons who are interested parties for an item may be requested to give their presentation at the time the item is called on the calendar. The Chair may limit individual public input to five minutes on any item; or the Chair may limit the total amount of time allocated for public testimony based on the number of people requesting to speak and the business of the Commission. Individuals are requested to conduct themselves in a 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. In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act on item that is not on the posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the Community Development Department. Agendas are available 72 hours prior to the meeting at City Hall and the public library, and may be accessed by personal computer at the contact information below. Every meeting of the Planning Commission is recorded and duplicate recordings are available for a nominal charge. ADA REQUIREMENTS A cordless microphone is available for those persons with mobility impairments who cannot access the public speaking area. The service of the cordless microphone and sign language interpreter services are available by giving notice at least three business days in advance of the meeting. Please telephone (909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m. and 4:30 p.m., Friday. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Commission, CDs of Meetings (909) 839-7030 Email: info(a-),diamondbarca..qov Website: www.diamondbarca.gov CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, August 25, 2015 PLEDGE OF ALLEGIANCE: Next Resolution No. 2015-15 ROLL CALL: COMMISSIONERS: Frank Farago, Jen "Fred" Mahlke, Bob Nishimura, Raymond Wolfe, Chairperson Ruth Low 2. SELECTION OF VICE CHAIRPERSON: 3. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recording Secretary (completion of this form is voluntary). There is a five-minute maximum time limit when addressing the Planning Commission. 4. APPROVAL OF AGENDA: Chairman 5. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 5.1 Minutes of Regular Meeting: July 28, 2015 6. OLD BUSINESS: None 7. NEW BUSINESS: None 8. PUBLIC HEARING(S): 8.1 Development Review No. PL2015-240 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner are requesting Development Review approval to construct a 1,359 square -foot, two-story addition, 311 square feet of balcony area and a 246 square -foot covered patio area to an existing 1,843 square -foot, two-story single-family residence with an attached 438 square -foot two -car garage on a 0.23 gross acre (10,134 gross square -foot) lot. The subject property is zoned Low Density Residential (RL) with an underlying General plan land use designation of Low Density Residential. August 25, 2015 PAGE 2 PLANNING COMMISSION AGENDA Project Address: 24139 Afamado Ln. Diamond Bar, CA 91765 Property Owner: Lidia Bondanelli 16763 Vanowen St. Van Nuys, Ca 91403 Applicant: Bruno Bondanelli 17008 Evergreen Pl., Unit A City of Industry, CA 91745 Environmental Determination* The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15301(e) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review No. 2015-240, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8.2 Development Review No. PL2015-201 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant is requesting Development Review to construct a new 11,356 square -foot, multi-level, single-family residence with an attached 3,236 square -foot, 7 -car garage on a vacant 89,734 gross square - foot (2.06 gross acres) lot. The subject property is zoned Low Density Residential (RL) with an underlying General plan land use designation of Rural Residential (RR). Project Address: 1810 Diamond Knoll Ln. Diamond Bar, Ca 91765 Property Owner/ Hon Ji Investments, LLC Applicant: 18150 Rowland St. City of Industry, Ca 91748 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review No. PL2015-201, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. August 25, 2015 PAGE 3 PLANNING COMMISSION AGENDA 8.3 Development Review No. PL2015-34 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner are requesting Development review to construct a new 10,724 square -foot, multi-level, single- family residence with an attached 3,125 square -foot garage on a vacant 57,935 gross square -foot (1.33 gross acres) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 2488 Alamo Heights Rd. Diamond Bar, CA 91765 Property Owner: David Lilyquist PO Box 3294 Dana Point, CA Applicant: Richard Wang 1200 S. Diamond Bar Blvd., #101 Diamond Bar, CA 91765 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review PL2015-34, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8.4 Development Review and Tree Permit PL2013-571— Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant is requesting Development Review to construct a new 12,362 square -foot, multi-level, single- family residence with an attached 935 square -foot garage on a vacant 71,438 gross square -foot (1.64 gross acres) lot. A Tree Permit is also requested to remove 13 protected trees and replace at a 3:1 ratio. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 23121 Ridge Line Rd. Diamond Bar, CA 91765 Property Owner/ Basant Bhatia, BLML Investments, LLC Applicant: 17753 Via San Jose, Rowland Heights, CA 91748 August 25, 2015 D] 10 W PAGE 4 PLANNING COMMISSION AGENDA Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review and Tree Permit PL2013-571, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: STAFF COMMENTS / INFORMATIONAL ITEMS: 10.1 Public Hearing dates for future projects SCHEDULE OF FUTURE EVENTS: PARKS AND RECREATION COMMISSION MEETING: CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: 12. ADJOURNMENT: Thursday, August 27, 2015 — 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Tuesday, September 1, 2015 — 6:30 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Dr. Diamond Bar, CA Monday, September 7, 2015 In observance of the holiday, city offices will be closed. City offices will reopen on Tuesday, September 8, 2015 Tuesday, September 8, 2015 — 7:00 p.m. Diamond Bar City Hall, Windmill Community Room 21810 Copley Drive Thursday, September 10, 2015 - 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION JULY 28, 2015 Chair/Low called the meeting to order at 7:00 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: C/Nishimura led the Pledge of Allegiance. 1. ROLL CALL: Present: Commissioners Frank Farrago, Jennifer "Fred" Mahike, Bob Nishimura, Chairperson Ruth Low Also present: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney; Grace Lee, Senior Planner; Jose Espino, Assistant Planner; and Stella Marquez, Administrative Coordinator. 2. RECOGNITION OF OUTGOING COMMISSIONER PETER PIRRITANO: Chair/Low, Planning Commissioners and staff presented Peter Pirritano with a Certificate Plaque in honor of his service to the City of Diamond Bar. On behalf of the City Council, Council Member Tanaka thanked Peter Pirritano for his service to the City of Diamond Bar. 3. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None 4. APPROVAL OF AGENDA: As presented 5. CONSENT CALENDAR: 5.1 Minutes of the Regular Meeting of July 14, 2015. C/Farago moved, C/Mahlke seconded, to approve the Minutes of the July 14, 2015, Meeting as presented. Motion carried by the following Roll Call vote: AYES: NOES: ABSTAIN ABSENT: COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: 6. OLD BUSINESS: None Farago, Mahlke, Chair/Low None Nishimura None JULY 28, 2015 7. .3 NEW BUSINESS: 77 PAGE 2 PLANNING COMMISSION None PUBLIC HEARING(S): 8.1 Development Review No. PL2015-49 — Under the authority of Diamond Bar Municipal Code (DBMC) Sections 22.48, the applicant and property owner requested Development Review approval to construct a new 12,003 square foot, multi-level, single-family residence with an attached 1,234 square foot, five -car garage on a 52,272 gross square foot (1.20 gross acre) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan Land Use designation of Rural Residential (RR). PROPERTY OWNER: 2218 Indian Creek Road Diamond Bar, CA 91765 New Ridge Development, LLC 482 Le Roy Avenue Arcadia, CA 91007 APPLICANT: Creative Design Associates 17528 Rowland Street 2nd Floor City of Industry, CA 91789 AP/Espino presented staffs report and recommended Planning Commission approval of Development Review No. PL2015-49, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Mahlke asked how the setback on the side nearest a vacant lot is determined to meet the requirements. AP/Espino responded that whoever purchases the vacant lot is subject to the same development standards as the current vacant lot that is proposed for development. In this case, the east side of the project has a 28' 4" setback and there will not be an issue with respect to proximity to an adjacent home and a home to home minimum distance will not be an issue for development on the adjacent lot. If the adjacent lot is developed it will have to comply with standards of the Code and in the RR zone one side has to be 10 feet minimum (setback) and the other side has to be 15 feet minimum (setback). The buffer is built into the Development Code. The Planning Department analyzes projects to make certain the project complies with those standards. C/Nishimura asked if the 30 percent coverage included the total buildable area on the lot or included restricted areas as well. AP/Espino responded that coverage is based on the entire gross area of the lot. C/Nishimura said he noticed restricted areas on the parcel, as well as on the vacant lot and asked JULY 28, 2015 PAGE 3 PLANNING COMMISSION if AP/Espino knew what the restriction was and why it was there. AP/Espino responded that generally, restricted use areas have to do with soil stability which is reviewed by the City Engineer. The applicant submits a soils report to the Public Works Engineering Division which is reviewed by consultants to make sure that there is sufficient stability for foundation and construction activity. Chair/Low asked what the "safe" room is and AP/Espino referred Chair/Low's question to the applicant. Chair/Low opened the public hearing. Kenneth Pang, applicant, responded to Chair/Low's question about the "safe" room which Mr. Pang stated that the "safe" room is for storing valuables. It is not a "panic" room. Chair/Low closed the public hearing. C/Nishimura moved, C/Farago seconded, to approve Development Review No. PL2015-49, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Mahlke, Nishimura, Chair/Low NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None 8.2 Development Review and Tree Permit No. PL2015-145 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant/property owner requested development Review approval to demolish an existing single family home and construct a new 9,215 square foot, three-level, single family residence with an attached 1,350 square foot, six -car garage on a 62,726 gross square foot (1.44 gross acre) lot, and Tree Permit to protect an existing multi -trunk Black Walnut tree from construction activity. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan Land Use designation of Rural Residential (RR). PROJECT ADDRESS: 2868 Shadow Canyon Drive Diamond Bar, CA 91765 PROPERTY OWNER/ Grandway USDEV I -B, LLC APPLICANT: 55 S. Lake Avenue, Suite 700 Pasadena, CA 91101 JULY 28, 2015 PAGE 49 A B r"a A 7ZLANNING COMMISSION AP/Espino presented staff's report and recommended Planning Commission approval of Development Review and Tree Permit No. PI -2015-145, based on the Findings of Fact, and subject to the conditions of approval listed within the resolution. Chair/Low asked AP/Espino to again display the renderings of the pools and asked if the Water Conservation Coordinates cover the swimming pools as well as the front and side water features. AP/Espino responded yes and said that the City's Landscape Architect consultant would be looking at that as part of its review to ensure that this project complies with recent state legislation. Chair/Low referred to the June 30, 2015, letter from Arborist Jim Bora and said that the copy of the letter in her packet was the same page 1 on the front and back and felt there may be a page 2 missing and asked staff to provide a copy of the complete letter. Upon discovering that C/Nishimura had a complete copy of the letter, Commissioners completed their review. CDD/Gubman said that staff would provide copies of the Arborist's report to members of the Commission and the audience. Chair/Low opened the public hearing. A speaker who stated his address was 2929 Wagon Train Lane wanted to know if this project would include major excavation because he lived through six months of the dust from reconstituting of a lot. When he asked the property owners to water it down to prevent dust he was told they did not want to use water because mud would stick to the shovel and take a long time to complete the project. So he wanted to know if this project involved major excavation. Chair/Low acknowledged receipt of the complete June 30 letter from Arborist Jim Bora. AP/Espino responded to the speaker that the project will require significant grading. Generally, staff's review considers "significant grading" anything more than 50 cubic yards. At that point a grading permit is required and soils reports and grading plans are reviewed. This project will require approximately 1800 cubic yards of soil to be cut, 580 cubic yards of soil to create a wider buildable pad toward the rear and 1220 cubic yards will need to be exported from the site. In short, there will be about 164 to 244 total truck trips for the site. With respect to dust and grading activities, t ' he site is required to comply with the City's best management practices such as BMP's and NPDES standards which will be monitored by the City's Building and Safety staff during the construction process. The project site is nestled toward the top of the JULY 28,2015 FaTIRIM FFI, In fl7%,T PLANNING COMMISSION hillside and the primary residences that will be impacted will be off of Shadow Canyon Drive. He read Condition of Approval Item 2 on Page 10 of the Resolution: "Grading and construction activities and transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities in accordance with South Coast Air Quality Management District Rule 402 and Rule 403 and reclaimed water shall be used whenever possible. In addition, all construction equipment shall be properly muffled to reduce noise levels." AP/Espino explained that if there are any issues they will be addressed by Public Works staff and Planning staff and if there are public concerns individuals should contact the City's Planning Division for follow up. Chair/Low asked what remedies would be considered if residents reported that these conditions were not being followed and the applicant was ignoring the condition. AP/Espino responded that the Building Official has the power and authority to halt construction and if conditions of the permit are not being met Building and Safety, Public Works and Planning have the power to ensure that these conditions are met. This is a binding contract to develop the property and conditions are vigorously enforced and property owners are expected to pass along the information to the contractors. Chair/Low closed the public hearing. C/Farago moved, C/Nishimura seconded, to approve Development Review and Tree Permit No. PL2015-145, based on the Findings of Fact, and subject to the conditions of approval listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Mahlke, Nishimura, Chair/Low NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None 8.3 Development Review No. PL2015-48 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner requested Development Review approval to remodel the fagade of an existing 8,500 square foot, two-story commercial building with onsite improvements on a 27,440 gross square foot (0.63 gross acre) lot. The subject property is zoned Commercial Office (CO) with a consistent underlying Genera[ Plan Land Use designation of Commercial Office (CO). M, q,- " , n #A, F - -1 r 11V U ­U 11�lt JULY 28, 2015 PAGE 6 PLANNING COMMISSION PROJECT ADDRESS: 21450 Golden Springs Drive Diamond Bar, CA 91765 PROPERTY OWNER: 21450 Golden Springs, LLC 774 Pinefalls Avenue Walnut, CA 91789 APPLICANT: Drafting & Design, LTD 158 W. Orange Street Covina, CA 91723 AP/Espino presented staff's report and recommended Planning Commission approval of Development Review No. PL2015-48, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Chair/Low asked if there was a range in the size of what staff considers for a parking space and AP/Espino responded that there are standard dimensions for parking stalls. Some of the issues that this parking site was allowed to take advantage of was the overlap in some of the landscape areas which allowed for an 18 foot depth while maintaining a nine foot width. There is not a lot of wiggle room in the parking stall dimensions. Currently, this site is non- conforming so the proposed fagade remodel along with the site improvements renders the project in conformance with the Development Standards. C/Nishimura asked if the parking issues cause the project to be non- conforming and AP/Espino responded that various issues in relation to parking and maneuverability and landscape in parking areas was deficient as well. C/Nishimura said that with 12 offices there will be 24 parking spaces which meets the code for Office use only. AP/Espino responded yes and if the applicant tried to get a retail permit it would not happen. One of the current deficiencies that exists is a mix of uses that the parking lot cannot support. Chair/Low opened the public hearing. Steve Eide, project designer, asked about the statement on Page 8, Item 5 that says "no occupancy permit can be granted until all improvements required by this approval have been properly constructed" and the statement on Page 13, Item 15 where it talks about "occupancy of the previously permitted tenant improvement may not occur until a staging plan has been shown." He stated that the owners of the building got tenant improvement approval to begin rehabbing part of the building and realized they needed to clean it up and started Phase 11 which was the exterior. The applicant would like to occupy the space they have already started rehabbing but the way he reads the documents it sounds to him like there are two conflicting things happening. JULY 28, 2015 PAGE 7 PLANNING COMMISSION AP/Espino stated that the second comment on Page 13, Item 15 states that only a staging plan showing how the occupants will be protected during construction needs to be submitted so upon submittal of the staging plan staff will look at what tenant improvements will result. The other condition on Page 8 states that "no occupancy permit can be granted until all improvements required by this approval have been properly constructed, inspected and approved" which is a standard condition that a final occupancy permit will not be granted until the entire project is completed. These are distinct but can see how there would be confusion. C/Nishimura asked if there were currently tenants in the building and Mr. Eide responded "no" but there are tenants who want to get into the building and the way he read the condition was that no one could occupy the premises until everything is done. AP/Espino offered to work through the condition with the Building Official who included the condition as part of the resolution to resolve the issue of whether a temporary occupancy is allowed prior to a final occupancy if this solution is amenable to the applicant. Chair/Low asked the applicant if he would be amenable to staff working through the condition by amending the Condition on Page 8 to read: "no final occupancy permit..." and Mr. Eide asked if that would allow the tenant to occupy the unit if it met the requirements but the entire site would not have to be finished for them to occupy the unit. AP/Espino stated that any occupancy permit whether temporary or final would have to be dictated by the Building Official and recommended that the condition be "subject to approval of the Building Official." Chair/Low asked Mr. Eide if he would be okay if it included "of the initial Tenant Improvement Plan. The point is that the tenant wants to get into the unit while they are working on the rest of the building. ACA/Eggart responded to Chair/Low that he believes that staff is trying to say that whether to allow occupancy or a temporary occupancy permit is the Building Official's determination under the Building Code and the Planning Commission cannot override the Building Official's determination about whether to grant an occupancy permit through modifying the condition. He suggested that the Commission modify Condition 5 on Page 8 to say "except as otherwise permitted by the Building Official, no occupancy permit can be granted....." which leaves it to the discretion of the Building Official. It may not be what the applicant wants; however, the Planning Commission is not in a position to say that it is appropriate for the owner/tenant to occupy unless the Building Official says it is safe for them to do so. Mr. Eide concurred with ACA/Eggart's recommendation. JULY 28, 2015 PLANNING COMMISSION C/Nishimura commented that he believed this project would make that part of the City look 10,000 times better. Right now it is a brick fortress and this project will surely enhance this highly visible commercial property which is viewed by tons of individuals who drive by the site on a daily basis. This is a welcome addition and improvement to existing property in the City. Chair/Low said she completely agreed with C/Nishimura and asked Mr. Eide to pass along the Commission's thanks to the people who are putting the money up for this improvement and thank them for investing in Diamond Bar. Chair/Low closed the public hearing. C/Nishimura moved, C/Mahlke seconded, to approve Development Review No. PI -2015-48, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution with the amendment to Condition 5 on Page 8 as recommended by ACA/Eggart. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Mahlke, Nishimura, Chair/Low NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None 9. PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: C/Nishimura said he hoped everyone was having a great summer. He congratulated the Diamond Bar Girls 12UGold Team that qualified for state in Lancaster. Unfortunately, they did not qualify for nationals and were only one game away. They ended their season with a record of 23 wins/7 losses over a few months. They represented the City of Diamond Bar well in Lancaster and for the first time, the 6U team consisting of girls as young as 4 Y2 years old played all stars and placed in three tournaments. The league is growing. Chair/Low said she is very proud of the City and its athletes that represent everyone on a big scale including soccer player Alex Morgan and golfer Kevin Na. She thanked staff for their great work and said the photos were excellent. She again thanked Peter Pirritano for his wonderful and faithful service to the Commission. JULY 28, 2015 10.1 Public Hearing dates for future proiects. PLANNING COMMISSION CDD/Gubman stated that the next scheduled meeting is August 11 with two residential projects on the agenda, one for a proposed addition to a house on Afamado, in the Pantera Park neighborhood and one for a new residence in The Country on Diamond Knoll. 11. SCHEDULE OF FUTURE EVENTS: As listed in tonight's agenda. ADJOURNMENT: With no further business before the Planning Commission, VC/Pirritano, adjourned the regular meeting at 7:54 p.m. The foregoing minutes are hereby approved this 25th day of August, 2015. Attest: Respectfully Submitted, Greg Gubman Community Development Director Ruth Low, Chairperson UAW A Z I 111M ffl :4 9 CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION: ZONING DISTRICT: 8.1 August 25, 2015 Development Review No. PL2015-240 24139 Afamado Lane Diamond Bar, CA 91765 (APN 8281-005-029) Low Density Residential (RL) Low Density Residential (RL) Lidia Bondanelli 16763 Vanowen St. Van Nuys, CA 91403 APPLICANT: Bruno Bondanelli 17008 Evergreen Pl. Unit A City of Industry, CA 91745 The applicant is requesting approval of a Development Review (DR) application to construct a 1,359 square -foot, two-story addition, 311 square feet of balcony area, and a 246 square -foot covered patio area to an existing 1,843 square -foot, two-story single-family residence with an attached two -car garage on a 0.23 gross acre (10,134 gross square -foot) lot. Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-240, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located on the north side of Afamado Lane, between Bregante Drive and Macenta Lane. The property was developed in 1965 under Los Angeles County standards with a 1,843 square -foot single family residence with a 438 square -foot garage on a 0.23 gross acre (10,134 gross square -foot) lot. The property is legally described as Lot 13 of Tract No. 29014, and the Assessor's Parcel Number (APN) is 8281-005-029. Proiect Description The proposed two-story addition is located at the front and rear of the existing residence. The addition consists of the following components: PROJECT SUMMARY (square footage) Living Area Existing 1,843 New 1,359 Total 3,202 Total Living Area 3,202 Garage Existing 438 New Garage 0 Total Garage Area 4381 TOTAL FLOOR AREA 3,640 Balcony/Porch/Patio Areas Existing 0 New 557 Total Balcony/Porch/Patio Area 657 Total Balcony/Porch/Patio Area 657 The existing two-story home consists of common areas (living room, dining room, sifting room, and kitchen), and four bedrooms and three bathrooms on the second floor. The plans for remodeling and adding to the existing home include the following modifications: First floor: Add 129 square -foot entry area at the front of the house and add 615 square - feet at the rear of the house to extend the existing kitchen and dining room and add a new family room; and Second floor: Convert one of the existing bedrooms into a sifting area at the entrance of a new 615 square -foot master suite. The height of the existing house is 22'-4" and the height of the proposed addition is 22 feet, measured from the finished grade to the highest point of the roofline. The architecture of the existing residence is a 1960s Postwar tract design. The applicant is proposing to change the architectural style of the house to Spanish style. Development Review No. PL 2015-240 Page 2 of 9 Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Site Aerial Development Review No. PL 2015-240 Page 3 of 9 Project Site Adjacent Property to the Southwest ANALYSIS Review Authority (DBMC Section 22.48) Adjacent Property to the Northeast Additions that substantially change the appearance of an existing residence require Planning Commission approval of a DR application. Development Review approval is required to ensure compliance with the City's General Plan policies, 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 Review No. PL 2015-240 Page 4 of 9 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RL zone: D,_ n n t t w % a Front -!,.,tb'a-ck =-• =-Op,m "g, 1 OW" northeast teet — nortmeast -111 on one si e an Side Setbacks side side 5'-0" on the other side 6'-9" — southwest 6'-9" — southwest side side 15'-T— northeast 15'-7"— northeast Between Ad�ommg -- side side 18 feet southwest st 18 feet— southweStructu res side side I IN Maximum of 40% Build g Z -.arage 2 -car - ---------- 2 -car garage Site and Grading Configuration: The existing house is situated on a leveled pad. An ascending slope is located at the rear of the property, approximately 44 feet from the existing house. The proposed first floor addition is located on an existing leveled pad, and the second story addition will be added above the existing and proposed first floor of the residence. Therefore, there will be no grading on the site. Minimal excavation will be required for footings and foundation placement for the new first floor area. Architectural Features, Colors, and Materials: The architecture of the existing residence is a 1960s tract design with stucco, large vertical windows on the fagade, and a gable roof with flat concrete tiles. The applicant is proposing to change the architectural style to Spanish. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: • Smooth stucco finishes; • Low pitched, gabled roofs with clay roof tiles; • Arched doors and windows; • Decorative vents and chimneys; • Balconies with wrought iron railings; and • Natural colors used to highlight architectural details. Development Review No. PL 2015-240 Page 5 of 9 Rendering of Front (South) Elevation Rendering of Rear (Northwest) Elevation Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Conservation Landscaping Ordinance. The ordinance would only apply if 5,000 square feet or more of the existing landscaped area was being altered. However, landscaping that is damaged during construction will need to be restored upon project completion. This requirement is included as a condition of approval. �=�ffimfllpylkm tipm, =-, �l The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with of the Development Review No. PL 2015-240 Page 6 of 9 existing homes in the neighborhood by maintaining the mass, scale and rhythm of the streetscape. The applicant provided a privacy study (Attachment 2) with pictures taken from the existing second floor where the balconies will be located. There is a pool located in the rear yard of the property to the southwest. The neighboring properties have existing 11 to 15 foot tall trees and shrubs along the side property lines. Staff verified that the existing trees and shrubs provided sufficient screening between the proposed balconies and the neighboring house to the southwest and northeast. Based on these observations, staff does not find privacy loss to be a project impact to the neighboring properties. View of Neighboring Property to the Southwest from Existing Second Floor Architecturally, the proposed remodel will elevate the existing features by introducing a well- defined architectural style, upgraded materials and details to give the residence the appearance of a custom home. The project incorporates the principles of the City's Residential Design Guidelines as follows: A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; Development Review No. PL 2015-240 Page 7 of 9 ® Elevations are treated with detailed architectural elements; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulation; Placement and relationship of windows, doors, and other window openings are carefully integrated with the building's overall design; The addition is visually integrated with the primary structure, by utilizing similar colors and materials throughout the remodeled fagade and the proposed addition; and ® Large wall expanses without windows or doors are avoided. 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. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received On August 17, 2015, staff received a call from the neighbor at 24147 Afamado Lane (the adjacent property to the northeast). The neighbor raised two concerns: that the proposed size of the house is too big for the neighborhood, resulting in becoming a "McMansion;" and that the construction will be too noisy and will disrupt the quiet neighborhood. As of this writing, the neighbor has not viewed the plans. Staff does not believe that the proposed addition will have a mansionization effect on the neighborhood. Although the proposed addition is 1,359 square feet, the majority of the addition will be located at the rear of the house and cannot be seen from the street. The massing along the street frontage is essentially unchanged, altered only by a 130 square -foot, single -story foyer. Although the house will have updated exterior features, it will be consistent with the scale and building form of the neighborhood architecture. In additon, the habitable area of houses located along Afamado Lane range between 1,438 and 2,904 square feet, so judging the proposed addition on square footage alone does not take into account how the proposed additional square footage affects scale, mass and bulk. Temporary disruptions resulting from construction activities occur in all neighborhoods from time to time, and these activities are regulated. The Development Code restricts construction activities to the hours of 7:00 am to 7:00 pm, Monday through Saturday, excluding holidays (DBMC Section 22.28.120). This restriction is also included in the attached conditions of approval. Development Review No. PL 2015-240 Page 8 of 9 ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. Prepared by: 6 "IffilAkma WIN 2-A AMI I►I I " " X Reviewed by: Greg Gubman, AICP Community Development Director Attachments: 1. Draft Resolution No. 2015 -XX and Standard Conditions of Approval 2. Privacy Study 3. Site Plan, Floor Plans, and Elevations Development Review No. PL 2015-240 Page 9 of 9 Q PLANNING COMMISSION RESOLUTION NO. 2015 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-240 TO CONSTRUCT AN ADDITION CONSISTING OF A 1,359 SQUARE -FOOT, TWO-STORY ADDITION, 311 SQUARE FEET BALCONY AREA AND A 246 SQUARE -FOOT COVERED PATIO AREA TO AN EXISTING 1,843 SQUARE -FOOT, TWO-STORY SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 438 TWO -CAR GARAGE ON A 0.23 GROSS ACRE (10,134 GROSS SQUARE -FOOT) LOT AT 24139 AFAMADO LANE, DIAMOND BAR, CA 91765 (APN 8281-005-029). RECITALS The property owner, Lidia Bondanelli, and applicant, Bruno Bondanelli, have filed an application for Development Review No. PL2015-240 to construct an addition consisting of 1,359 square feet of living area, 311 square -feet of balcony area and 246 square -foot covered patio to an existing two-story 1,843 square -foot single- family residence with a 438 square -foot garage located at 24139 Afamado 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 one parcel totaling 10,134 gross square feet (0.23 gross acres). It is located in the Low Density Residential (RL) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 13 of Tract 29014. The Assessor's Parcel Number is 8281-005-029. 4. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. On August 14, 2015, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers; and public notices were posted at the City's designated community posting sites. In addition to the published and mailed notices, the project site was posted with a display board. 5. On August 25, 2015, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15301 (e) (additions to existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Sections 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the 'City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments). The design and layout of the proposed two-story addition consisting of 1,359 square feet of living area, 311, square feet of balcony area and a 246 square -foot covered patio to an existing single family residence is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks. The addition is proposed at the rear of the residence. In addition, the applicant is proposing to update the colors, materials and details of the exterior elevations to change the architectural style from 1960s Postwar tract home to a Spanish style. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards. 2 Planning Commission Resolution No. 2015 -XX The proposed addition will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. In addition, no protected trees are located in the vicinity of the proposed improvements. The proposed addition will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single- family home because it complies with the requirements for driveway widths and is a continuation of an existing use. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and 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 existing architecture is a 1960s tract home with stucco, large vertical windows on the fagade, and a gable roof with flat concrete tiles. The applicant is proposing to change the architectural style to Spanish -which includes features such as smooth stucco finishes, low pitched gabled roof with clay roof tiles, arched windows and doors, decorative vents and chimneys, balconies with wrought iron railings, and natural colors used to highlight architectural details. The first floor addition consists of a 129 square -foot entry area at the front of the house and 615 square feet at the rear of the house. The massing along the street frontage is essentially unchanged, altered only by a 130 square -foot single story foyer. 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 existing architecture is a 1960s tract home with stucco, large vertical windows on the fagade, and a gable roof with flat concrete tiles. The applicant is proposing to change the architectural style to Spanish which includes features such as smooth stucco finishes, low pitched gabled roof with clay roof tiles, arched windows and doors, decorative vents and chimneys, balconies with wrought iron railings, and natural colors used to highlight architectural details. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. Therefore, the addition will be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. 3 Planning Commission Resolution No. 2015 -XX 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article IS Section 15301 (e) (additions to existing structures) of the CEQA guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, oidia Bondanelli, 16763 Vanowen St., Van Nuys, CA 91403 and applicant, Bruno Bondanelli, 17008 Evergreen P1. Unit A, City of Industry, CA 91745. 4 Planning Commission Resolution No. 2015 -XX APPROVED AND ADOPTED THIS 25TH DAY OF AUGUST 2015, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. la Ruth Low, Chairperson 1, 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 25th day of August, 2015, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2015 -XX bLM0WBAR1111 COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW ANT 7EMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-240 SUBJECT: To construct a 1,359 square -foot, two-story addition, 311 square feet of balcony area, and a 246 square -foot covered patio area to an existing 1,843 square -foot, two-story single-family residence with an attached two -car garage PROPERTY Lidia Bondanelli OWNER(S): 16763 Vanowen St. Van Nuys, CA 91403 APPLICANT: Bruno Bondanelli 17008 Evergreen Pl. Unit A City of Industry, CA 91745 LOCATION: 24139 Afamado Ln, Diamond Bar, CA 91765 I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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. PL2015-240 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: 6 Planning Commission Resolution No. 2015 -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. PL2015-240, 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. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 7 Planning Commission Resolution No. 2015 -XX 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 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 The approval of Development Review No. PL2015-240 expires within two years from the date of approval if the use has not been exercised as defined pursuant to Diamond Bar Municipal Code (DBMC) Section 22.66.050(b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the Fee Schedule in effect at the time of submittal. D. SITE DEVELOPMENT 1. This approval is to construct a 1,359 square -foot, two-story addition, 311 square feet of balcony area, and a 246 square -foot covered patio area to an existing single family residence located at 24139 Afamado Lane, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed herein. 8 Planning Commission Resolution No. 2015 -XX 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 plansmay require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non- compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, collectively attached referenced as site plans, floor plans, architectural elevations, and landscape plans on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 9 Planning Commission Resolution No. 2015 -XX 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. A N 0 0 &f -91 "D &T M -,*1 12 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. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1 An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. 10 Planning Commission Resolution No. 2015 -XX B. SOILS REPORT/GRADING/RETAINING WALLS 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. menniEvUE!� 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. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, "(909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e. 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for Cal Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. 3. Construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work shall be conducted Monday — Saturday between the hours of 7:00 a.m. and 7:00 p.m. PLAN CHECK — ITEMS TO BE ADDRESSED PRIOR TO - PPR The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 11 Planning Commission Resolution No. 2015 -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 & Safety Division. 5. All balconies shall be designed for 60lb/ft live load. 6. All easements shall be shown on the site plan. 7. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 8. 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. 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. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 4. 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. 12 Planning Commission Resolution No. 2015 -XX I Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred - eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 2. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 3. 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. 4. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 5. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 6. 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.di.galert.org. 7. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 8. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 9. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 10. 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. 13 Planning Commission Resolution No. 2015 -XX 11. 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. 12. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 13. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. 14 Planning Commission Resolution No. 2015 -XX MAY 21 2015 CITY OF DIAMOND BAR architecture a planning © interiors bondanelli design The proposed project includes two balconies over looking the rear yard. The privacy of the neighbors was a concern. Below are images taken from the existing second floor windows where the new balconies would go. The trees and tall bushes on each side of the property maintain full privacy for the neighbors. FW relk I M I **s] I 19 M 17008 evergreen place unit A city of Industry CA 91745 tel. 323.842.3658 web www.bdg-architecture.com 24139 AFAMADO, LANE DIAMOND BAR - CA 91765 " - e O SAI VAT 24( BLOCK PLOT PIAN � NCC TO SCflLE (SEE SHEET AIM FOR DETAILED PLAM BALCONY ADDITION 89 SF TWO STORY ADDITION SLAB ON GRADE 1,230 SF EXISTING TWO STORY SINGLE FAMILY DWELLING 1,843 SF ENTRY ADDITION 129 SF �TN PN PI30.11ECT ®IAC,NI" AD ABR ANCHOR BOLT MRA9V2 CORR CORKU CORRIDOR COflRUOpp FL HATH PoAORTINO), FLOOR TYPE FlANHI C IAECf MECHANICAL RhI ROOM A/C ACC NR CONDITIONING ACCESS CPT CENT CMPE7(_T CONST NNTT FLUOR FLUORESCENT MOAB FORT MEMBRANE MAAUFACTURE R ( ) RO ROACH OPENING ACC. TILL ACOUSTICAL TILE CT CERAIAC TILE FCC FOF FACE OF CONCgEtE FACE OF FINISH I.IIN MINIMUM M1AINIMUMIEOVS FIX REMOVE EXISTING AIM ADI ADO CTC CENTER TO CENTER FOM FACE OF MASONRY IAIBC MLD MOUWING SAC SUSPENDED ACOUSTICAL AFF STN AD STABLE MOV: FINISH Fi.00R CTO GTsi( CENTER COUNTER9iNK FOB FACE OF STUDS MOO MTD MOOILDINGI WINDOW OR CLASS PARTITION HUNG, SUSPENDED ACOUSTICALCOLEO TYPE ALGR ALT AGGREGATE ALTERNATE mY CASEWORK FP FS FRTEPROOFlNO FULL MTIL MOUNTED MAL Sc ALTN ALUMINUM DOOR Ee C F10 FOOTNOZE MUL SON SCIMULE AWIA ALUMINUM d D PENNY KINE 9 FURR FLIT FURRED, FURRING NTURE RIW MILLWORIt SOT BOUMSECTIOE FOOT (FOin Mimi AP ANm10R ACCESS PANEL DA DEOICAT CRimli DOUBLE ACTING NAT ALIGN SFT STRUCTURAL FACING TRE MP MPftOVEO DBI, DER( DOUBLE CAGE GAUGE NIC NATURAL NOT IN CONTRACT SIT IHR SHE1F, SITELF ME SHOWII APPUG APPROX MCH APPLICABLE APPROXMATE DEP DEPT DEMOLISH (ED). OOAOLITIDV DERRESSED DEPM7MFNT CAGE GD GALVANIZED GYPSUM BOARD N0. NOM NT' NUMBER NOMINAL SHE 91A SHEET SIMILAR ABPN MCHIIECNRAL ASPHALT GET DETAIL GND GROUND NOT TC SCALE SPEC SPECT CATION, SPECIFIED 0 AT OF DRINKING FOUNTAIN GMU GR GLAZED MASONRY UMTS GRADE OA OVERALL Bo SB SQUARE STAINLESS ST}ii ATT AUTO ATTAmT IAENT) AUTOMA C DO OH DOUBLE mAZE(D) DW BLE DW GYPSUM O.C. 00 DN CENTER SIO SOUND TRANSMISSION GIA HUNG OIAMEIEft GYP BD GYPSUM BOARD OFF OUTSIDE DRAO19Oi OFFICE COEFflCEN DD BOARD DIAD DIAGONAL ON OVERHEAR BED ST. STANDARD STEEL 819 BRACKET DIM DIMEN90N HC HOLLOW CORE O.H. OVERHAII0 SMR STORAGE BLDO BLIt BUIWNG EWCK OL DMT DFAO LOAD DOAOUNTABLE HDWD HM HMDtSDOD OPG OPP OPENING SmUCT SiNUCNRAI. CIUNG-MOUNTED STROKE DETECTOR BLOCI(Wp DN DOWN HOIZ HOLLOW METAL HOLLOW WALL MTD. JUNCTIOry BOX OPPOSITE SUSP SYM BUBPENDED SRAMEMICAL ON(O B.M, a. REAM ODJmi MMK DR DS DOOR DOWNSPOUT HP HR HORSEPOWER HOUR PAV PC PAIeR. tS PRECAST C011CPEiE ThG 701iCE AND GROOVE BTB am BOUND$ OAC( TO BACK OWN OWN DRAWER DRAWER HOT MUST PE POITCEWN ENAAIEI. TEM, _ Bfl0 BEMRIO HVAC HEATING, VENRLAIINO NR PL P•L PLASfiC LAMINATE PROPERTY UNE a--�-DN. ��Q ACD BRK SNICK H1'I C0.V0 INC HAROWME PLAS PLA9RR R6( TItlCK((NESS) DOT BUR BUILT U BUILT UP ftOOFlHG EF. EXHAUST FAN Q� FLOURST CAN IM -16 CEN PLANT PLASTIC PLASTIC TOL MIT TOILET �B EJ D- EXPANSION JOINT ELEVATION ((HCGGFHf7n� 10 "LESS DIAMETER ppLTU CONTROL POINT -MWAOF CM CABINET DJ:C EIECROC, E'lECRU6AL IN Rf9DE DIMOISION It10.UDOS INCULDING PNL PR PNIEL PAIR TOW TOP OF WALL OEM CE3f CAUUt(INC) COAOC ELAN' EN0. ELEVATION INCL INSULATE(O. INSTULATION PREFAB PREFABRICATED) m T7 EA0 CERAMIC ENCLOSE ENCLOSURE INT IPS iNTEMORCER, INTERNAL PREFIN PRE}IMSH(DT TRANS STRUCTURAL- ANOIIBYJ R OHM CHANT CHANNEL EDT EgUmi1LANCE LEGAL DESCRIPTION: THE REAL PROPERTY IN THE CITY OF DIAMOND BAR, �StATE OF CALIFORNIA DESCRIBED AS: IRON PIPE SIZE PflE-ENCR PRElNCIN W FA& TTUtWC�TIMER C CJ CAST IRON CONTROL JOINT EQUIP EXH EQUIPMENT EXHAUST JAN &QRD PROT PROTECTION UNFlN U.O.N. UNFINISHED UNLESS OTHERWISE NOTED CG 0. CORNER GUM CENTER UNE Ek15T EXP EXISTING EXPOSED JR JT JOIST JOINT PSI PSTF POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT Y�NY�BASE CLO 0.O COLING CLOSET EXPAN EXT EXPANSION EXTERIOR KIT I(ITCHEN PT FAIm(ED� Valal VER VINYLVERTU WALL COYcRINO CLT CMU CEM CONCRETE MASONRY UNIT EXiTT EWC IXiAV0E0 ELECTRIC WATER COOLER KPL REIN PLATE PR! PMRRON W/ YAR{ CIR C0. COUNTER COLUMN FM FAERICATE(D) (TION) LM LAI LABOTATORY tN1WATE(0) QT QTY QUARRY TILE QUANTITY % WALL COVETING � COM COLD COMBIIIATIOtI FON 7 FOUN�A CNH LHR LAVATORY MSOL Uro M SATES OD WROUGHT IRON CONN CONCAETEON CONNECTION FE FIRE EXTINGUISHER LT LOCKER LIGHT RAO M) RADIUS lY//0 IW WITHOUT CONST CROW CON FF FHC MEN FLOOR FIRE HOSE CABINET Q ® REFR ROOF OHM REFRIGERATOR WSCT WAIERPROOF(ING) WAINSCOT CONT INU CONTINUE, CONTINUOUS FIN FIN19NED) MAT MAX MATERIAL RONF RENFORCED WT WIGHT S1 MDF MAXIMUM MODIFY, MODIFIED REDO RESit REQUIRED RESUERT CONSERUCTION TYPE V S2 ADDITION: APPX. 1,359 SOFT. WITH NEW SAL 05 SF AND 240 SF, COVERED PATIO 246 5F ME MATCH EMODINC DEV TM IROOiEI90.G,V FIN ABBREVIATMONS ARCHITECTURAL SYMBOLS ELECTRICAL LEGEND MUCH. SYMBOLS EXISTNG WALL TO BE REMOVE DUPLEX OUTLET O 12" O.C. WALL HB EXISTING WALL iD REMAIN WATERPROOF DUPLEX OUTLET' IRESIDENTIAU -MOUNTED INCANDESCENT HOSE BIB COMMERICAL: DIB" O.C. r OF, FROM FINISHED FLOOR, WALL -MOUNTED FLUORESCENT ED WATER PUMP I' NEW WALL C/GFl CABINET -MTD. WATERPROOFINSULATION DUPLEX OUTLET UNLESS OTHERWISE NOTED a SURFACE -MOUNTED INCANDESCENT A/C SUPPLY ® WINDOW OR CLASS PARTITION 220 220 VOLT DUPLEX OUTLET, VERIFY HT. W MFR, SURFACE -MOUNTED FLUORESCENT /VN EXISTING DUPLEX OUTLET © LIGHT DOOR Ee C WLOCEXTERIORFLOOD CABINET -MOUNTER DUPLEX OUTLET ® TVEf LOCATION FIXTURE � A/C RETURN 13 FLOOR OUTLET @DAMP LOCATION FIXTURE - — — — - HIDDEN LINES TELEVISION ANTENNA/CABLE OUTLET OENTIAL-ID 12- O.C. m TRANSLOW-VOLTAER } ALIGN 4 g COMESIER CAL(O IB" O.C. TELEVISION ANTENNA OUTLET 0 LOW -VOLTAGE LANDSCAPE LIGHT GE ® ACCESS PANEL 10' ALIGN TELEPHONE OUTLET FROM FINISHED FLOOR,T�� SURFACE MTD. INCANDESCENT UNLESS OTHERWISE NO THERMOSTAT -OD" 10.0' RELATIVE ELEVATION POINT SEA LEVEL ELEVATION POINT M MODEM OUTLET TRACK LIGHT Ep{ S7 pN UNDER -CABINET LINEAR ® (S NR CHANGES (10.0') COMPUTER TERMINAL OUTLET FLUORESCENT PER HOUR) 000 DOOR NUM -BER C �a ROPE LIGHTING 000 WINDOW -.a-3 WALL SWITCH, SINGLE POLE WALL SWITCH, 3 -WAY 2`4' FLUORESCENT FIXTURE FI O.C. FROM FlNISHSHW 4 FLOOR, I UNLESS OTHWlISE NOTED HOOLLNAME . ROOM NAM WALL SWITCH, 4 -WAY 2''2' 0.UORESCENT FIXTURE nnO ROOM NUMBER D A SECTION LETTER DIMMER SWITCH �(oj (4J CANOPY -MOUNTED TRACK LIGHT 000 SHEET NUMBER G SWITCH MOUNTED UNDER CABINET M EXHAUST FAN & LIGHT FIXTURE \ oQ EXT. GROUND LOW VOLTAGE i ELEVATION NUMBER CEILING MOUNTED FAN WITH LIGHT FIXTURE I❑ INTERCOM 000 SHEER NUAfBER \ DOORBELL CIUNG-MOUNTED STROKE DETECTOR STEP WALL MTD. JUNCTIOry BOX © COLING MOUNTED PULL SWITCH Q CENTER LINE O CLC. MTD. JUNCTION BOX EXIT EXIT SIGN R PROPERTY LINE 6L^PEV SLOPE 4" RECESSED CAN 8" RECESSED CAN a--�-DN. UP/DOWN ARROW e RECESSED COMPACT GPC LINES Q� FLOURST CAN IM -16 CEN Y SURFACE MIO. OLD LIGHT —�— CONTROL POINT SURFACE MTD, PENDANT UGHT I OETAJL/SPECIFICATION NUMBER O CHANDFLER 000 SHEET NUMBED SYMBOLS LEGEND ARCHITECTURAL: ADDRESS: 24138 AFAMADO LANE DIAMOND BAR CA. 91765 STRUCTURAL- ANOIIBYJ R OHM ENERGY: MARK MADISON 0100 COVER SHEET G101 GENERAL NOTESBUIiB LEGAL DESCRIPTION: THE REAL PROPERTY IN THE CITY OF DIAMOND BAR, �StATE OF CALIFORNIA DESCRIBED AS: ISSN Y1.00MMONtVBALTH qY& HNBROYCODB WORKB 6102 PHOTOS AND AICD EXISTING PLAN FA& IAT 13 OF TRACT N0, 29014, IN THE CITY OF DIAMOND BAR, COUNTY OF ANGELES, STATE OF CALIFORNIA, 610 2000 MIGHELSDN ERNE A101 SITE PLAN DEML5 & pEM0UTI0N PLAN AS PER MAP RECORDED IN BOOK 732, PAGES 34 THROUGH 38 INCLUSIVE OF !AAPS, IN THE OFFICE OF THE COUNTY AUTAMBRA, CA GIG03 BIB, 1702 IRVINS, CA 02012 A102 PROPOSED LOWER LEYEI. PLAN RECORDER OF SAID COUNTY. PH6820.0/&7808 A103 PROPOSED UPPER LEVEL PLAN 3HA1LT aimmalu Llaahmn T. 808.700.0191 200 SECTIONS A201 SECTIONS E: PLANB®ENEROYCODE.COM MN NUMBER: 82p1-005-029 A300 ELEVATIONS A301 ELEVA710VS ABDO DOOR & WINDOW SCHEDULE LEGAL OWNER: UDIA BONDANEUJ ASOi BELE 24 A502 TITLE 24 16703 VANOYtEN STREET A6011 DETAILS VAN NUYS CA 91406 TEL 016 O02 1018 A001 DETAILS LEGAi. ®ESCRIP'6IO14 Q ® CONSULTANTS 1® STRUCTURAL' EXISTING USE: SINGLE FAMILY RESIDENCE 2 STORY 1,643 SQ.FT. S1 DESCRIPTION OF WORK. GROUND AND SECOND STORY ADDITION TO (E) IWO STORY, SINGLE FAMILY HOME CONSERUCTION TYPE V S2 ADDITION: APPX. 1,359 SOFT. WITH NEW SAL 05 SF AND 240 SF, COVERED PATIO 246 5F APPLICABLE CODES: 53 CALIFORNIA BUILDING CODE 20U SM1 S6 TOTAL LOT SIZE: 10,13M1 Sq.FT. EXISTING LOT COVERAGE= E FOOTPRINT/ LOT AREA () DIAMOND BAR MUNICIPAL CODE s0 57 SQ. FT. SUMMARY: HABITABLE 3,202 SQ.FT. EXISTING LOT COVERAGE- 1266/ 10134=12.: CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 s0 59 capAM 430 sO.FT. PROPOSED LOT COVERAGE. (N) FOOTPRINT/ LOT AREA S10 STRUCTURE TOTAU 3.640 SO. FT. PROPOSED LOT COVERAGEm 7267.91/ 10134.22: INDEX OF SHE MAX BUILDING HEIGHT: 22'-0" LANDSCAPED AREA REMOVED. SLDG.FOOTPRINT+EXT, TILES= 1008 S.F � PROJECT SUMMARY9 i1 M A C=C==s" bondanelli �.'^ design group Inc ARCHITECTURE PLANNING INTERIORS 17008 evergreen piece unit A city of Industry CA 91748 tel: 323,842.3888 IrdDQhdp-BTchilecturo.cam KEY PLAN ��yy ARp V c O® laow),q �4'r�� AWY w -C29801 REN. 10-31-15 `T 1%9r or CP4j.��0 JOB TITLE VM@L®OMI TWO JOB ADDRESS 24139 AFAMADD LANE DIAMOND BAR, CA 91708 SHEET TME COVER SHEET ISSUED FOR PLANNINe SUBMITTAL O 2N0 PLANNING eUOMITTAL 0 0 0 0 A A A FILE NAME 109.2018 08 28.dWo DRAWN BY _bTU JOB NUMBER /1188 PLOT DATE 6126/2016 SCALE VARIES COPYRIGHT 2018 SHEET NO. G100 -1 FRONT: Proposed style, Spanish FRONT: Fjdsting style 19Ws tract home. FACADE MOLDINGIVENT COVER DOORS AND VWNDOWS M1LGAARD STYLE AND TOEI i>' nown REAR FRONT PHOTOS AND MATERIALS L 1 IWTTOBCALB 9 I -� Ibondan®119 design group Inc ARCHITECTURE PLANNING INTERIORS 17000 evergreen place unit A city of industry CA 91740 tol: 323.042.3000 Indo®bdg•embitectmo.com I" PUN E4 ARC O gON1)4 �®!��A m4 r L )C2980101 v" REN. 10-31-15 JOB TITLE VIEL®ON TWO JOB ADDRESS 24189AFAMADO LANE DIAMOND EAR. CA91755 SHEET TITLE PHOTOS AND MATERIALS IESUBD FOR 0 PLANNING allBMrrTAL 2ND PLANNING SUBMITTAL A- A A FILE NAME 109-2016 Oe 20.dwa DRAWN BY b, TV JOB NUMBER 1115s PLOT DATE 0/25/2010 SCALE VARIES COPYRIGHT 2015 SHEET NO. r L i -I 1 AaoD � AzoD ATDo Azoo /— LINE OF BALCONY ABOVE r" - - --- -- -- -- //// 4 A200 A300 A200 E E A20/ A201 0 m 141, D D A201 A201 A200 AZ00 A 00 A200 NEW CONSTRUCTION s ADDITION PATIO / BALCONY A200 A200 A 00 AZ 0 �PN.I 0 1 5' 20• LOUVER LEVEL DEMOLITION PLAN UPPER L EL DEMOLITION PLAN SCALE 1/4.0=1'-0" 2 SCALE 7 bond®nelli design group Inc ARCHITECTURE PLANNING INTERIORS 17000 evergreen pleoe unit A E OFOVE DF AS city of Industry CA 01740 tel: 829.842.9868 IMoglIdgarchboture.cam LINE OF ROOF ABOVE F A201. —PLAN T p SD A RC/ - S 7 BONDAte i r%1 o. C 29801 E .(� REN. 10-31-15 NJ, A201 +9 OF CAOF®F- JOB TITLE VIELBON TWO JOB ADORB66 4 2413DAFAMADO LANE aoD DIAMOND BAR• CA01766 SHEET TITLE EXISTING 7 DEMO PLAN 18BUED FOR Qi PLAN PLANNING BUBMrrrAL D 201 ¢NO PUN PLANNING SUBMITTAL Q A A FIL NAME 160-2018 O8 26.dwg DRAWN BY D• TV JOB NUMBER 71180 PLOT DATE 6/28/2016 SCALE 114--1'-O• COPYRIGHT 2016 SHEET N0. L EXISTING SITE/ROOF PLAN 2 SCALE 1/8"=V-011 �PN p1 esiouggam 2' 10' 40' V 011 to UviHUV I hU'4C- bondsnelli design group Inc ARCHITECTURE PLANNING INTERIORS 17008 evergreen Place unit A oily of Industry CA 21746 tol: 829.842.8868 Info®bdg-ambitectma.com KEY PUN A RC t, )Cb. (r C 29801 REN. 10-31-15 ee. v-0 0r C A01, e� :O',sSED SITE/ROOF PLAN O SCALE o A FILE NAME 169.2016 08 26,dwg DNAWN 6Y b, TV JOa NUMUER 11169 PLOT DATE 8/2812016 DOALE ILI; 1'-0• COPYRIGHT 2016 BNEET NO. Joe TMA VIELSON TWO 409 AD0116e9 24139AFAMADO LANE DIAMOND SAR, G491766 uffullryffm- EXISTING/POPOS RED SITE/ROOF PLAN IBBUED FOA Q PUNNING 9u9MnTAL 0 PND PUNNINe eU9MnTAL :O',sSED SITE/ROOF PLAN O SCALE o A FILE NAME 169.2016 08 26,dwg DNAWN 6Y b, TV JOa NUMUER 11169 PLOT DATE 8/2812016 DOALE ILI; 1'-0• COPYRIGHT 2016 BNEET NO. OPROVIDE 70 INCH HIGH NON—ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER—RESISTANT MAIEAIALS FOR. SHOWER ENCLOSURE (R308) @ PROVIDE IS" MIN BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL (CALIF. PLUMB. CODE 407.8) O AN APPROVED SEISMIC OAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLYCONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) ® SEISMIC STRAPS: TWO MIN. DSA APPROVED SEISMIC STRAPS APPLIED PER MANUFACTURER'S. SPECS Q PROVIDE SOLID BLOCKING O ALL CABINET AND COUNTER LOCATIONS. O THE CONSTRUCTION SHALL NOT RESTRICT A FIVE—FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES, "POP PULL—BO%ES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK—UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES — WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES, Q7 PROVIDED 12' CLEARANCE UNDER FLOOR GIRDERS AND 18' CLEARANCE UNDER FLOOR JOISTS. ©ALL DOORS LEADING TO THE POOL AREA SHALL BE EQUIPPED WITH AN AUDIBLE ALARM. OWATER HEATER MUST BE STRAPPED TO WALL (SEC. 507.3 LAPC) 010 ENTRY DOOR TO HOUSE FROM GARAGE SHALL BE SELF—CLOSING AND 1 3/8' SOLID WOOD OR 1—HR. RATED ASSEMBLY. ii 40 LUMEN/WATT OF LIGHTING FOR ALL BATHROOMS AND KITCHEN. i©FOR EMERGENCEY EGRESS ALL WINDOWS AT HABITABLE SPACES SHALL BE AT LEAST 20" CLEAR WIDTH AND 24" CLEAR HEIGHT, 5.7 SQ. FT. OF OPENABLE AREA SILL SLLO 44" MAX. FROM FINISH FLOOR. NDER FLOOR VENTILATION SHALL BE NOT LESS THAN Tga OF UNDER FLOOR AREA, 14 PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIRE PUCE, STOVE OR BARBECUE 16 15 WINDOW WITH OPERABLE OPENINGS SHALL HAVE MIN.36' SILL HEIGHT OR A GUARD RAIL SHALL BE INSTALLED O 36' AFF. GLASS SKYLIGHT SHALL COMPLY WITH 91.2409, AND PLASTIC SKYLIGHT SHALL COMPLY WITH 91.2603,7.1 1©CONTRACTOR SHALL PROVIDE SOLID BACKING AS REQUIRED TO ALL WALL MOUNTED FIXTURES. 18 ATTC VENTILATION OF dT OF THE AREA OF VENTLATED SPACE (APPRO)OMATELY 10 SO. IN. FOR EACH 10 SO. FT. OF ATTIC AREA) IS REQUIRED. (RBOB.2) 18 THE GARAGE / CARPORT FLOOR SURFACE SHALL BE OF NONCOMBUSTIBLE OR ASPHALTIC PAVING MATERIALS. THE MINIMUM THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3-1/2 INCHES. 2@CONSTRUCTOR MUST NOTIFY ARCHITECT UPON DISCOVER ANY DISCREPANCY, INCONSSTANCY OR IRREGULARITY BEFORE PRECEDING ANY WORK TO OBTAIN PROPER CL.ARIFICARON. 27 RADIANT HEATING AT ALL FLOORS, TIP. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R308.3). ® KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE CUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (2306.4). BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONASSORBEMT SURFACE SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR (2307.2). ® PROVIDE ULTRA LOW FLUSH WATER CLOSER FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 2® AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPUCARON FOR A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS (f1,000). (R314.8.2). ® WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS (:1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES GR FUEL—BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONO)ODE ALARM IN ACCDRDANCE WITH SECTION R315.1. CARBON MONOXLDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R303.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED AN AVERAGE ILLUMINATION OF 6 FOOT—CANDLESOVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) �IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEUNG ASSEMBLY, DRAFTS'TOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED LOGO SQUARE FEET. DRAFTSFOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APROXIMATELY EQUAL AREAS. (R30212) 31 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL—BRUNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (FURS) 3® ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303,6). 3® WINDER TREADS SHALL COMPLY WITH SECTION 2311.7.9.1. © PROVIDE 42" HIGH GUARDS WITH MAX 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312) J® FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN CHAPTER 18 OF 2011 LAST— A SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (2407.1,2) PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. CODE 407.6) © HEATER SHALL BE CAPABLE OF MAINTANING A MINIMUM ROOM TEMPERATURE OF 68F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE (R303.8). 3® GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFELY GLAZING CONFORMING TO TIE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE FXf.PPTMMCW I.—n. IOOR ASSEMBLES. TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24—INCH ARC OF THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. ALL OF THE FOLLOWING CONDITIONS: FEET. 9NG 5UNFACES WITHIN JB INCHES HORIZONTALLY OF THE GLAZING TRES FOR OR WALLS FACING HOT TUBS, WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS WHERE THE BOTTOM IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE ND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM VICE OF THE 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 80 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD, 3® PROVIDE ANTI—GRAFFIR FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO CONVWANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED. (6308) ® EACH NEW APPUANCE PROMOTED AND INSTALLED MEETS ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (9310.1) 41 THE FLOW RATES FOR ALL NEWLY INSTALLED PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.Z ® WHEN SINGLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES SPECIFIED IN THE MAXIMUM ALLOWABLE FLOW RATE COLUMN CONTAINED IN TABLE 9.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWEBREAD TO BE IN OPERATION AT A RME. ® ANNULAR SPACES ARROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE BUILDING'S ENVELOPE AT EXTERIOR WAILS WILL BE PROTECTED AGAINST THE PASSAGE OF RODENTS. (I.E. CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MANSONRY, OR METAL PLATES). (BACILLI ® ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEARING AND COOLING EQUIPMENT. (9.504.1) ® ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 9.504.1-9.504.3. (9.504.21-9.504.23) AN OPERATION AND MAINTENANCE MANUAL UNCLUDING, AT MINIMUM, THE ITEMS LISTED IN SECTION 9.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. (9.410.1) ®MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE (97.407.3). ® CONSTRUCTION WASTE MUST BE REDUCED BY 507 CONSTRUCTION WASTE WILL BE HANDED BY A CITY OF LOS ANGELES CERTIFIED HAULER. (9.408). ® THE VOC CONTENT VERIFICATION CHECKLIST, FORM ORN 2, SHALL BE COMPLETEOAND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB STE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (9.504.24) ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: I. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM 11.CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOLS (SPECIFICATION 01350) III.NSF/ANSI 140 AT THE GOLD LEVEL IV. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD (9.504.3) '57 ALL NEW CARPET CUSHINS INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. (9.504.3.1) SOX OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH VDC LIMITS OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSRTUTE (RCFI) FLOORSCORE PROGRAM. (9.504.4) NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DESNTITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOROR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE UNITS LISTED IN TABLE 9.504.5. (9.504.5) 54 THE FORMALOE14YDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL THE MANUFACURER'S SPECIMCA11ONS SHOWING FROMALDEHYDE CONTENT FOR ALL APPUCABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (9.504.5.1) ® BUILDING MATERIALS WITH VISIBLE SIGN OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLUOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE BUILDING INSPECTOR. (9.505.3) NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPUANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. (9.506.1) NEWLY INSTALLED BATHROOM EXHAUST FANS. NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, ?JUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (9.508.1) 5® THE SIZE AND LAYOUT OF THE HEATING AND AIR—CONDITIONING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE MIN ACCA MANUAL J. ACCA 29—D AND ACCA 36—S, ASHRAE HANDBOOKS. (9.507.2) TN �PN 0 I' 5' 20' 4 A200 A 00 A200 D A201 A200 A200 A300 A200 Ulm 1 *41 z1f]; ME SCALE 1/401=1'=0® bondenelll design group Inc ARCHITECTURE PLANNING INTERIORS 17000 evergreen Place Unit A city of Industry CA 01740 tel: 829.842.6868 Info®bdg-erol7Kecture.com IQaY PIAN ARC/y Op,ONOgM No. C 0�3 � 15 REN. �`�' �A'114� C7i= C P0��� JOB mL8 VILEDON TWO 408 ADDRESS 2039AFAMADO LANE DIAMOND EAR, CA 81780 8HEET TITLE PROPOSED LOWER LEVEL PLAA IBBUED FOR Q PLAN CHECK 0 0 FILE NAME 160.2016 08_28.dwg DRAWN BY b, TV JOB NUMBER 17166 PLOT DATE 8/28/2016 SCALE 1(4•.1'•0' COPYRIGHT 2016 SHEET NO. CDPROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (11308) OZ PROVIDE 15" MIN BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL (CALIF. PLUMB. CODE 407.8) OAN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING N STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) ® SEISMIC STRAPS TWO MIN. DSA APPROVED SEISMIC STRAPS APPLIED PER MANUFACTURER'S. SPECS, S&PROVIDE SIXJD BLOCKING O ALL CABINET AND COUNTER LOCATIONS. Q THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES, (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUUPS, VALVES, METERS, APPURTENANCES, ETCJ OR TO THE LOCATION OR THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POW NLINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. QPROMDED 12' CLEARANCE UNDER FLOOR GIRDERS AND 18' CLEARANCE UNDER FLOOR JOISTS 0ALL DOORS LEADING TO THE PGOL AREA SHALL BE EQUIPPED WITH AN AUDIBLE ALARM. BOWATER HEATER MUST BE STRAPPED TO WALL. (SEC. 507.3 UPC) 10 ENTRY DOOR TO HOUSE FROM GARAGE SHALL BE SELF-CLOSING AND 1 3/8' SOLD WOOD OR I -HR. RATED ASSEMBLY. 040 LUMEN/WATT OF LIGHTING FOR ALL BATHROOMS AND KITCHEN. @FOR EMERGENCEY EGRESS ALL WINDOWS AT HABITABLE SPACES SHALL BE AT LEAST 20" CLEAR W1D7H AND 24" CLEAR HEIGHT, &7 S0. F7. OF GP AREA SILL O 44 MAX FROM FINISH FLOOR. 13 UNDER FLOOR VENTILATION SHALL BE NOT LESS THAN ISOOF UNDER FLOOR AREA. (OPROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIRE PLACE, STOVE OR BARBEQUE 15 WINDOW WITH OPERABLE OPENINGS SHALL HAVE MIN.36' SILL HEIGHT OR A GUARD RAIL SHALL BE INSTALLED O 36' AFF. 18 CLASS SKYLIGHT SHALL COMPLY WITH 91.2409, AND PLASTIC SKYLIGHT SHALL COMPLY TWIN 91.2603.7.1 77 CONTRACTOR SHALL PROVIDE SOLID BACKING AS REQUIRED TD ALL WALL MOUNTED FIXTURES. 18 ATTIC VENTILATOR OF TSB OF THE AREA OF VENTILATED SPACE (APPROXIMATELY TO SO. IN. FOR EACH 10 SQ. FT. OF ATTIC AREA) IS REWIRED. (R808.2) 19 THE GARAGE / CARPORT FLOOR SURFACE SHALL BE OF NONCOMBUSTIBLE OR ASPHALTIC PAVING MATERIALS. THE MINIMUM THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3-1/2 INCHES. QCNSTRUCTOR MUST NOTIFY ARCHITECT UPON DISCOVER ANY DISCREPANCY, INCNSISTANCY OR IRREGULARITY BEFORE PRECEDING ANY WORK TO OBTAIN PROPER CLARIFICAMN. 21 RADIANT HEATING AT ALL FLODRS, TIP. ®PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (11308.3). ® KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 2® BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS 'MIN A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A ®NONABSORBEMT SURFACE. SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OR NOT LESS THAN a FEET ABOVE THE FLOOR (R307.2). PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL. NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 2® AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE PATH UL 325. © SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. UPN THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS (:1,000). (R314.6.2), ®8 WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDIDNS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR AC�CORDAINGNCEI METS N THAT R3151C.HCEDARGBONAMNOX1DE ALARMSNSHALL ONLY BE REQUIRED ICES SHALL BE N SEDPEd C UWFARBOLLING O ORDEEIALARO IN NIT FOR WHIM, THE PERMIT WAS OBTAINED. (R303.1) ©VERY SPACE ACCGORDANC 1NINRSEEDL"RONRR303,iNOR SHALL OCCUPANCY PRONGED AN AVERACE ILIUM NATIOD WITH N OFTBBFOOT BAND OVII2EXTERIOR iHE AREA OFNTHEORIN ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) @IN COMBUSTIBLE CNSTRUC71ON WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR CFJLING ASSEMBLY, DRCONBUPS SHALL BE INSTALLED SD THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SWARE FEEL 0R0AR( 70PPING SHALL DIVIDE THE CONCEALED SPACE INTO APROXIMATELY EDUAL AREAS. (R302.12) 11 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN OWEWNG UNITS AND IN SLEEPING UNITS WflHIN WHIN FUEL-BRUNING APPLIANCES ARE INSTALLED AND IN DWIEWNG UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE OWEWNO UNIT SLEEPING AREA IN THE IMMEDIATE MCNITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENT& (R315) © ALL INTERIOR ANO EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). 0 WINDER TREADS SHALL COMPLY WITH SECTION R311.7,9.1. 34 PROVIDE 42" HIGH GUARDS Y67H MAX 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312) 3© FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEN SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN CHAPTER 16 OF 2011 LABC. A SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (2407.1.2) 36 PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. (CALIF. PLUMB. CODE 407.6) 3© HEATER SHALL BE CAPABLE OF MAINTANING A MINIMUM ROOM TEMPERATURE OF 887 AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE (R303.8). ® GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R3013 (SEE IXCFPRNS) (R30&4): B. FlGL/raXEDNG N PAA EDINDIVIOUALABLE FI%Ep OR OPERABLE PIAN ELN ADJACENT SIFDLD DOOR A DON WHERE THE NEAREST VERTICAL EDC 15 NiTI41N A 24 -INCH ARC OR THE DOOR INA CLOSED POSIRN AND THOSE BOTTOM EDGE IS LESS THAN 80 INCHES ABOVE THE FLOOR OR WALKING SURFACE C. GLADNG IN eM OSED OS Liven nv nneS .S � n...... ....- ....... TOA _- -.- __E _ WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. h LES$ THgN 6D INCHES MEASURED VERTICALLY A90VE N S=DEROU NG OR WAIJ NG SURFANDACE GHOWETiS WHERE THE BOTTOM UJD FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE 80 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT UNE, OF TO STAIRWAYS, LANDINGS AND RAMPS WiTIiIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE SURFACE OF THE 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE TD STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD, 39 PROVIDE RNR-GRAFFIR FINISH WITHIN THE FIRST B FEET, MEASURED FROM GRADE. AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO CONVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED. (6306) 40 EACH NEW APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IF AN ENERGY STAR DE5INAIIN IS APPLICABLE FOR THAT APPLIANCE (9.210.1) 47 THE FLOW RATES FOR ALL NEWLY INSTALLED PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. ® THEN SINGLE SHOWER nYRES ARE SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATESSPECIFIED IN THE MAXIMUM ALLOWABLE FLOW RATE COLUMN CONTAINED IN TABLE 9.303.2 OR THE SHOWER SHALL SE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME ® ANNULAR SPACES ARROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE BUILDING'S ENVELOPE AT EXTERIOR WAIS WILL DE PROTECTED AGAINST THE PASSAGE OF RODENTS. (I.E. CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MANSONRY, OR METAL PLATES). (9,408.1) ® ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOUNG EQUIPMENT. (9.504.1) @ ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) OMITS LISTED IN TABLES 9.504.1-9.504,3. (9.504.ZI-9,504.7.3) ®AN OPERATION AND MAINTENANCE MANUAL UNCLUDING, AT MINIMUM, THE ITEMS LISTED IN SECTION 9.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. (9.410.1) 47 MATERIALS DEIJVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE (97.407.3). ® CONSTRUCTION WASTE MUST BE REDUCED BY 50.L CONSTRUCTION WASTE WILL BE HANDED BY A CITY OF LOS ANGELES CERTIFIED HAULER. (9.408). THE VOC CONTENT VERIFICATION CHECKLIST, FORM ORN Z SHALL BE COMPLETEDAND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROWDED TO THE FIELD INSPECTOR FOR VERIFICATION. (9.504.24) ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1.CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM ,L CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD PRACTICE FOR THE TESTING OF VOCS (SPECIFICATION 01350) 111.NSF/ANSI 140 AT THE GOLD LEVEL IV. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD (9.504.3) 5/ ALL NEW CARPET CUSHINS INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. (9.504.3.1) ©50% OF THE TOTAL AREA RECEIVING RESUE14T FLOORING SHALL COMPLY WITH VOC UNITS OR BE CERTIFIED UNDER THE RESNENT FLOOR COVERING INSTITUTE (NOR) FLOORSCORE PROGRAM. (9.504.4) ©3 NEWHARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DESNTITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOROR EXTERIOR OF THEBUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 9.504.5. (9.504.5) ®THE FORMAEDENYOE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL THE MANUFACURER'S SPECIFICATIONS SHOWING FROMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (9.504.5.1) © BUILDING MATERIALS WITH VISIBLE SIGN OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE BUILDING INSPECTOR. (9.505.3) QNEV&Y INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. (9.508.1) ©7 NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (9.506,1) ®THE SIZE AND LAYOUT OF THE HEATING AND MR -CONDITIONING SYS EUS SHALL BE DESIGNED IN ACCORDANCE NTH ACCA MANUAL J, ACCA 29-0 AND ACCA 36-5, ASHRAE HANDBOOKS. (9.507.2) A200 'KA -20-07--1 A300 A200 NO I L A200 A200 A30D A200 SCALE 1/411=11.0" 1 7 bondenelli design group Inc ARCHITECTURE PLANNING INTERIORS 17008 evergreen place unit A City of Industry CA 81748 telt 923.042,3858 InfC®bdgwrohliecture.com FILE NAME 168.2016.,08 28.dwa DRAWN BY JOB NUMBER 11188 PLOT DATE .6/26/2016 BOALE 1/4-11-0` COPYRIGHT 2016 SHEET NO. PLAN CSG°" " C• j O 80Npq % �CA UNo.C 29801 REN. 10-31-15 0 OF C A10 E A201 JOB. VIELSON TWO JOB ADDRESS 24189AFAMADOLANE DIAMOND BAR, CA 01788 SHEETTRLE 4 A3c0 PROPOSED UPPER LEVEL PLAN ISSUED FOR PLANNING SUBMITTAL +� 2ND PLANNLNG SUBMITTAL 0 D A20i 0 0 0 FILE NAME 168.2016.,08 28.dwa DRAWN BY JOB NUMBER 11188 PLOT DATE .6/26/2016 BOALE 1/4-11-0` COPYRIGHT 2016 SHEET NO. 0 t' $' 20' ri+2Y-0' ROOF RIDGE �F EXISi1N0 OUILDINO HtlCHT (E) TOP PLATE 0+S' -B' TOP PLATE AT ENTRY SECTION AA 1 SCALE 1 /4"=1'-0" SECTION BB SCALE 1 /4"=1'— C�"('Tlnm r,/- SCALE n SCALE 1/4"=l'. 7 bondsn®111 design group Inc ARCHITECTURE PLANNING INTERIORS 17008 Mf9reen P1400 unit A oity of Induetry CA 81748 tel: 328.849.8008 JOB T= VIBLBON TWO TBADOREBS 8418aAPA11A00c= WA610P3) BAR. CA81700 GREET TfI1E SECTIONS ISSUED FOR Qi PLANNING SUSMTTTAL Q ENDPUWNlN06UB11nTAL e e e .�1 e FILE NAME 109-,2010_00_20.dwu DRAWN BY b. TV JOB NUMBER 11165 PLOT DATE 0/20/2018 SCALE Il* -i, " COPYRIGHT - 9010 SHEET NO 1 �-� �-� CONSTRUCitON.�TYP.••� SECTION DD SCALE 1/4'1=11-0" HOOF flIOCE EXLSfINC BUILDING HEIGHT SECTION EE SCALE 1/4"=11-0" SECTION FF SCALE 1/4"=11-0" as bondsnelll design group Inc ARCHITECTURE PLANNING INTERIOR$ 17008 evergreen Pleoe unit A City of Industry CA 81746 tel: 828.042.8068 Info®bdg-erchitecture.com JOB TITLE VIELBON Two JOB ADDRESS 24188 AFAMADO LANE DIAMOND Blip, CA 91765 OHM SECTIONS ISSUED FOR 0 PUNNING 6UBMrrrAL 0 END PUNNING BUBM"TAL 0 0 0 A 0 0 A e e A FILE NAME 168-2016 06 26.dwa DRAWN BY b, TV JOB NUMBER 11169 PLOT DATE 6/26/2016 SCALE i!4• -i'-0' COPYRIGHT 2016 GHOST NO. .2 '* ROOF RIOOE EXISTNO BUBDINO HEIGHT 0+18'-O' TOP PIATE SOUTH ELEVATION SCALE 1/411=11-0t1 WEST ELEVATION SCALE 1/4"= 1 1-01, 0 P 5' 20" bond®nolll dorltign group Inc ARCHITECTURE PLANNING INTERIORS 17008 evergreen place unit A city o1 industry CA 81746 tel: 928.842.8868 IMo@bdg-embnect m.com PUN 0`S�� �p BON No. C 29801 NA REN. 10-31-15 4T�OP CAOfO''q JOB T= VIELSON TWO JOBAODRESS 24190 AFAMADO LANE DLAMOND BAR. CA 81766 SHEET TITL6 ELEVATIONS ISSUED FOR +� PLANNING BUBMriTAL �i 9NDPLANNING SUBMITTAL A A A A A FILE NAME 160-2018 08 26.dwg DRAWN BY b,TV JOB NUMBER 11160 PLOT DATE 0/26/2016 BCAL6 114,-t,.o. COPYRIGHT 2016 SHEET NO. ,{.+22'-O' ROOF RIDGE E%IBnNC BU'La., HEIGHT 0 +18'-0' TOP PLATE rk+S'-O' TOP PLATE 6 1 5• 20' APPLIED MDI nIND raHT ROOFING SCALE 1/4"=11-011 bondanelil design group Inc ARCHITECTURE PLANNING INTERIORS 17008 evergreen Plane unit A Olty O7 Industry CA 81746 tel: 928.842.8066 Indo®bdg-archlteohrr&=. Joe TITLE VIELSON Two JOEADDRESS 24188 AFAMADO LANE DIAMOND BAR, CA 81788 SHEET TITLE ELEVATIONS ISBUED FOR Q, PLANNING BUSNtrTAL aQ IIND PLIINNINO SUBMITTAL 'Q '0 0 0 FILE NAME I 68-2018 08 26.dwg 5i W EY b,TV JOB NUMBER 11180 PLOT DATE 6/26/2016 SOALE i/4' -1'•0 - COPYRIGHT 2016 SHEET NO. CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: ZONING DISTRICT: PROPERTY OWNER/ APPLICANT: SUMMARY: M August 25, 2015 Development Review No. PL2015-201 1810 Diamond Knoll Lane Diamond Bar, CA 91765 (APN 8702-010-064) Rural Residential (RR) Low Density Residential (RL) Hon Ji Investments, LLC 18150 Rowland Street City of Industry, CA 91748 The applicant is requesting approval of a Development Review application to construct a new 11,356 square -foot, multi-level, single-family residence with an attached 3,236 square -foot, 7 -car garage on an undeveloped 89,734 gross square -foot (2.06 gross acres) lot. • �• Uorkfl Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-201, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), on the north side of Diamond Knoll Lane, a cul-de-sac street west of the intersection with Derringer Lane, The irregular shaped property is undeveloped and slopes downward from the street at a 32.10 percent average slope to the rear corner of the parcel. The parcel is part of a 13 -lot subdivision originally approved by the City Council in 1992. The Diamond Knoll Lane subdivision is unique in that it is the only RL zoned tract in The Country: all other parcels in The Country are zoned Rural Residential (RR). The only other distinct zoning designation that is part of the Diamond Bar Country Estates is an (unrelated) three -lot subdivision comprising of parcels at the western end of Steeplechase Lane, classified as a Low -Medium Density Residential (RLM) zone. There are no protected trees on the subject lot. The property is legally described as Lot 5 of Tract No. 47722, and the Assessor's Parcel Number (APN) is 8702-010-064. Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Project Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 89,734 square feet (2.06 acres), which includes a 30 -foot wide private street easement for Diamond Knoll Lane along its frontage, a private driveway easement, and a storm drain easement. The property's net buildable area (i.e., minus all easements) is 74,923 square feet (1.72 acres). The house is situated toward the front and west side of the lot, a minimum of 30 feet, 4 inches from the edge of the street easement line. A series of retaining walls and significant grading at the rear and west center portion of the property will create a level pad to facilitate the development of the house and useable open space at the rear and interior (east) side of the home. The outdoor recreational area will include a swimming pool/spa and 672 square -foot detached patio cover over a BBQ area in the rear yard and a putting green and vegetable garden on the east side of the residence; along with other landscape and hardscape surface areas. Landscaping is proposed throughout the front and rear of the house to enhance the architecture and to create an overall site design that blends in with the neighboring homes and surrounding natural environment. In addition, the landscape plan is proposed to comply with the City's Water Conservation Landscaping Ordinance and will use drought tolerant planting to Development Review No. PL 2015-201 Page 2 of 9 minimize irrigation within the new landscaped areas to comply with Governor Brown's Executive Order B-29-15, which mandates significant reductions in the use of turf and sod ground cover planting. The applicant is proposing various retaining walls, including a series of three, maximum four - foot high terraced retaining walls in the rear of the property to create a minimum 26 -foot, 8 -inch rear level pad to comply with the City's development standards for the rear setback (which is 20 feet in the RL zone), and a series of three retaining walls on the east side of the house to create the putting green and vegetable garden areas. All exposed portions of retaining walls, including the top (cap) of walls, will be finished with a smooth finish cement plaster to match the proposed exterior wall finish of the house. Architecture The proposed multi-level house is located at the west side of the property. The home consists of the following components:. ® A 3,026 square -foot basement level consisting of a home theater room, exercise area, sauna, wine cellar room, laundry room, and maids room; ® A first (street) level consisting of an entry foyer area, living room, dining room, den, family room, kitchen, wok (second kitchen), nook, guest rooms with bathrooms, and sifting area; ® A 3,480 square -foot second level consisting of four bedrooms (including the master bedroom), with bathrooms and closet space; a second family room, and study room; ® A 150 square -foot third level consisting of a seating area; • 900 square feet of covered patio/balcony area; • A 3,236 square -foot, attached seven -car garage; and The multi-level home is accessed by four internal staircases. The height of the building is 34'-6", measured from the finished grade to the highest point of the roofline. The architectural style of the home is Mediterranean, with Italian influences, with concrete roof tiles on a predominantly 4:12 hip and valley roof pitch with a turret roof; smooth finish cement plaster walls; aluminum window framing throughout the fenestration pattern; and pre -cast concrete columns, moldings, trim, and balustrades, all with a travertine finish material. The applicant has obtained approval from The Diamond Bar Country Estates Association. Development Review No. PL 2015-201 Page 3 of 9 Front (North) Elevation Site (Plan View) Aerial Development Review No. PL 2015-201 Page 4 of 9 Adjacent Property to West Project Site Adjacent Property to East Aerial View of Project Site ANALYSIS: Review Authority (Diamond Bar Municipal Code (DBMC) Sections 22.48 The proposed project requires Planning Commission review and approval of a Development Review (DR) application. The analysis that follows provides the basis for staff's recommendation to approve the DR application. 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 Review No. PL 2015-201 Page 5 of 9 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RL zone: Site and Grading Configuration: The project site is located on an irregular shaped property with a descending 32.10 percent average slope to the rear corner of the parcel. The applicant is proposing to cut 3,160 cubic yards of soil and fill 612 cubic yards of soil to create a level buildable pad towards the west side of the property. Therefore, 2,548 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of import would require between 170 to 255 hauls (340 to 510 total truck trips). The site is located on undisturbed grade and will be modified to allow for a level pad for the lower level floor area and outdoor open space. A series of three, maximum four -foot high terraced retaining walls in the rear of the property will create a minimum 26 -foot, 8 -inch rear level pad to comply with the City's development standards for the rear setback (which, as mentioned, is 20 feet in the RL zone), and a series of three retaining walls on the east side of the house will facilitate the use of a putting green and vegetable garden area. Architectural Features, Colors, and Materials: The architectural style is Mediterranean, with Italian influences. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: • Hip and valley roof style, with a turret roof, with concrete roof tiles; • Fagade details, such as horizontal reveals at the lower level, travertine finish columns, moldings, trim, and, balusters; • Decorative iron front door; • Rectilinear windows; Development Review No. PL 2015-201 Page 6 of 9 MME� FrontSetback--------------- - -- --- 64, on one side and 13'— west side 10 the other side. 180'-8" — east side 4f 1 iiwl U! 111mu MOR -, On MiM "a 2 8' -8" — we st side p£Bet 259'-6" east side Maximum of 40% WWW", SIM-' 2 --car garage 7 -car garage WOE i J11 W Wall 6, Hdig u 11 Site and Grading Configuration: The project site is located on an irregular shaped property with a descending 32.10 percent average slope to the rear corner of the parcel. The applicant is proposing to cut 3,160 cubic yards of soil and fill 612 cubic yards of soil to create a level buildable pad towards the west side of the property. Therefore, 2,548 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of import would require between 170 to 255 hauls (340 to 510 total truck trips). The site is located on undisturbed grade and will be modified to allow for a level pad for the lower level floor area and outdoor open space. A series of three, maximum four -foot high terraced retaining walls in the rear of the property will create a minimum 26 -foot, 8 -inch rear level pad to comply with the City's development standards for the rear setback (which, as mentioned, is 20 feet in the RL zone), and a series of three retaining walls on the east side of the house will facilitate the use of a putting green and vegetable garden area. Architectural Features, Colors, and Materials: The architectural style is Mediterranean, with Italian influences. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: • Hip and valley roof style, with a turret roof, with concrete roof tiles; • Fagade details, such as horizontal reveals at the lower level, travertine finish columns, moldings, trim, and, balusters; • Decorative iron front door; • Rectilinear windows; Development Review No. PL 2015-201 Page 6 of 9 ® Front entry supported by Tuscan columns; and ® Natural colors used to highlight architectural details and integrate with the landscape. The applicant is proposing to use a balanced mix of colors and materials to create character and articulation. The fagade of the house will have smooth finished cement plastered walls; and aluminum window framing throughout the fenestration pattern. The scale and proportions of the proposed home are well balanced and appropriate for the site. Landscaping: Landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front yard, a variety of five -gallon shrubs such as Indian Hawthorn and Rosenka Bougainvillea are complemented with a mix of other shrubs and ground cover along a circular driveway and colored concrete circular walk. Also, trees will be planted in the front yard, including Date Palms and 24 -inch box fruitless Olive trees. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Compliance with Hillside Management Ordinance (DBMC Section 22.22) The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. The project site was designed with: ® All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; • Terraced retaining walls are used to step down the natural slope; • Earth tone building materials and color schemes are used to blend in with the natural landscape; and ® The project incorporates a semi -subterranean lower level. From the street view, the building has an appearance of a two-story structure, but the rear of the building is appropriately massed with three floor levels. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Compatibility with Neighborhood The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and Development Review No. PL 2015-201 Page 7 of 9 enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views from adjacent properties since the home on the adjoining property to the west only has one narrow window opening on the second floor facing the subject lot, with primary views from the rear of the house looking north, and a majority of the opposite side of the subject property will remain vacant, with a minimum distance of 259'-6" to the neighboring house to the east. Further, homes on the opposite (south) side of Diamond Knoll Lane are situated at higher pad elevations and therefore will not greatly diminish existing views. View from Site to Adjacent View from Site to Properties on Property to West South side of Diamond Knoll Lane View from Site to Adjacent Property to East The project incorporates the principles of the City's Residential Design Guidelines as follows: The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; ® 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; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hip, valley, and turret roofs; 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; ® Large wall expanses without windows or doors are avoided; e The exterior finish materials and colors blend with the natural environment; Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. Development Review No. PL 2015-201 Page 8 of 9 Additional Review The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. NOTICE OF PUBLIC HEARING: On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On August 14, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. 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) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: Uffil "141TITIZ mil Reviewed by: Greg Gubman, AICP Community Development Director 1. Draft Resolution No. 2015 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans 3. Color and Material Board Development Review No. PL 2015-201 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. 2015 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-201 TO CONSTRUCT A NEW 11,356 SQUARE -FOOT, MULTI- LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 3,236 SQUARE - FOOT, 7 -CAR GARAGE ON AN UNDEVELOPED 89,734 GROSS SQUARE - FOOT (2.06 GROSS ACRES) LOT LOCATED AT 1810 DIAMOND KNOLL LANE, DIAMOND BAR, CA 91765 (APN 8702-010-064). A. RECITALS The property owner and applicant, Hon Ji Investments, LLC, has filed an application for Development Review No. PL2015-201 to construct a new 11,356 square -foot, multi-level, single-family residence with an attached 3,236 square -foot, 7 -car garage located at 1810 Diamond Knoll Lane, Diamond Bar, County of Los Angeles, California. 2. The subject property is made up of one parcel totaling 89,734 gross square feet (2.06 gross acres). It is located in the Low Density Residential (RL) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal description of the subject property is Lot 5 of Tract 47722. The Assessor's Parcel Number is 8702-010-064. 4. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site and were posted at the Project site and the City's three designated community posting sites. On August 14, 2015, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. 5. On August 25, 2015, 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. RESOLUTIOJ NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (new construction of a 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) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 11,356 square feet of floor area; 3,236 square -foot garage area; and 900 square feet of covered patio/balcony areas is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as concrete roof tiles on a predominantly 4:12 hip and valley roof pitch with a turret roof; smooth finish cement plaster walls; aluminum window framing throughout the fenestration pattern; and pre -cast concrete columns, moldings, trim, and balustrades, all with a travertine finish material; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. 2 Planning Commission Resolution No. 2015 -XX 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 new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in a Mediterranean, with Italian influences, style of architecture, with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. 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 new single-family home is reminiscent of a Mediterranean style of architecture, with Italian influences. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as concrete roof tiles on a predominantly 4:12 hip and valley roof pitch with a turret roof,• smooth finish cement plaster walls,- aluminum window framing throughout the fenestration pattern; and pre -cast concrete columns, moldings, trim, and balustrades, all with a travertine finish material. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. 3 Planning Commission Resolution No. 2015 -XX Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (new construction of a 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 retaining walls, including the top (cap) of walls, shall be finished with a smooth cement plaster to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for' review and approval. 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance. 5. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner and applicant, Hon Ji Investments, LLC, 18150 Rowland Street, City of Industry, CA 91748. 4 Planning Commission Resolution No. 2015 -XX APPROVED AND ADOPTED THIS 25th DAY OF AUGUST 2015, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. go Ruth Low, Chairperson 1, 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 25th day of August, 2015, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2015 -XX 'BARI COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-201 SUBJECT: To construct a new 11,356 square -foot, multi-level, single-family residence with an attached 3,236 square -foot, 7 -car garage. PROPERTY Hon Ji Investments, LLC OWNER/ 18150 Rowland Street APPLICANT: City of Industry, CA 91748 LOCATION: 1810 Diamond Knoll 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: RIWEC14NA��@ �Ml 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. PL2015-201 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. (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. 6 Planning Commission Resolution No. 2015 -XX 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. PL2015-201, 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. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other , applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 7 Planning Commission Resolution No. 2015 -XX 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 The approval of Development Review No. PL2015-201 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. D. SITE DEVELOPMENT This approval is to construct a new 11,356 square -foot, multi-level, single-family residence with an attached 3,236 square -foot, 7 -car garage located at 1810 Diamond Knoll Lane, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the 8 Planning Commission Resolution No. 2015 -XX approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. 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 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. 9 Planning Commission Resolution No. 2015 -XX 1. Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. 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. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. 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. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. 10 Planning Commission Resolution No. 2015 -XX I1. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. B. SOILS REPORT/GRADING/RETAINING WALLS The Owner shall execute and record a covenant agreement to maintain and hold the City harmless for all existing improvements in the public right-of-way. 2. 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. 3. Upon approval of the geotechnical report, 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. 4. Finished slopes shall conform to City of Diamond Bar Municipal Code Section 22.22.080 -Grading. 5. All easements and flood hazard areas shall be clearly identified on the grading plan. 6. 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. 7. All equipment staging areas shall be located on the project site. The staging area, including material stockpile and equipment storage area, shall be enclosed within a six-foot high chain link fence. All access points in the fenced area shall be locked whenever the construction site is not supervised. 11 Planning Commission Resolution No. 2015 -XX 8. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 9. The maximum grade of driveways serving building pad areas shall be 20 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 10. 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. 11. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 12. 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. 13. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued concurrently with grading permits. 14. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. N a _91 Z ?-A �M � 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. 12 Planning Commission Resolution No. 2015 -XX Ill. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for Cal Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. The minimum design load for wind in this area is 110 M.P. H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 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 & Safety Division. 5. "Separate permits are required for pool, spa, gas fireplace, BBQ area, detached patios, fountains, retaining walls, and entry gates" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch 13 Planning Commission Resolution No. 2015 -XX in any dimension except where such openings are equipped with sash or door. c. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 9. All retaining walls shall be separately submitted to the Building & Safety and Public Works/Engineering Departments for review and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 11. 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. 12. Light and ventilation shall comply with CBC 1203 and 1205. The theater and area adjacent the exercise area on the basement shall be justified. 13. The pool equipment shall be set back from property line as required by Planning. 14. The spiral stair shall be an accessory stair to the second floor and shall be shown appropriately where it accesses the second floor. 15. Glass railing shall be designed with a top rail and a factor of safety of 4. 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. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 14 Planning Commission Resolution No. 2015 -XX 5. All workers on the job shall be covered under a licensed general contractor. updated on the building permit. by workman's compensation insurance ,ny changes to the contractor shall be 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 -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one - hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 4. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 5. 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. 6. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 7. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 8. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 9. 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. 10. 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. 11. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 15 Planning Commission Resolution No. 2015 -XX 12. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. I 13. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 14. 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. 15. 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. 16. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. ME 16 Planning Commission Resolution No. 2015 -XX MATERIAL /COLOR BOARD SINGLE FAMILY HOME 1810 DIAMOND KNOLL W. DIAMOND BAR, CONCRETE ROOF TILE CEMENT PLASTER PRE -CAST CONC.- COLUMN-. PANEL PANEL,BALLUSTADE ALUMINUM. CLADDING WINDOWS WJ. RAIL W.I. FENCE/GATE DECORATIVE WROUGHT IRON DOOR GARAGE SECURITY DOOR CAPISTRANO 3578 ROMONA EAGLE ROOFING PRODUCTS ICC #25021 LA HABRA MEADOWBROOK 48 CLASSICAL BUILDING ARTS INC. TRAVERTINE VENEZIA E ALUM E R A X CLAD WHITE DUNN-EDWARDS W"MED BROWN DEC756 DUNK--EDWARDS PAINTED WEATHERED. BROWN DEC756 CLOPAY GARAGE DOORS WHITE CA ROBE Kr TSAY ARCHITECT, CT, INC i 682 BLUEFIELD DR. CLAREMONT CA 91711 Phone: 626.927.6316 E—MAIL-RTARCHITECTINC@r,MAIL.COM SITE/ BASEMENT PLAN SCALE: 1/32'= 1'-0' PROJECT DESCRIPTION 1. PROJECT DESCRIPTION: SINGLE FAMILY HOME NEW CONSTRUCTION TWO STORY BUILDING WITH BASEMENT. TOTAL 11356 SF OF RESIDENCE WITH 7 CAR GARAGE 2. PROJECT ADDRESS: 1810 DIAMOND KNOLL LANE DIAMOND BAR, CA 91765 3. OWNER: HON JI INVESTMENT CO. 1810 DIAMOND KNOLL LANE DIAMOND EIAR,.CA 91765 4. APN: 8702-010-064 5. LEGAL DESCRIPTION: S. LOT SIZE: GROSS 89734 SF (2.06 ACRES) PRIVATE STREET EASEMENT: 14811 SF T EA 95, (1.72 ACRES) 7. ZONING: RL 8. NO, OF STORY: TWO STORY WITH DAYLIGHT BASEMENT 9. CODE: 2013 CBC k LOCAL CODE 10. OCCUPANCY: R -3/U 11. CONSTRUCTION TYPE: TYPE V -S 12. PARKING: REQUIRED: 7 BEDROOM+ DEN - 1 - 7 SPACES PROVIDED: 7 CAR BASEMENT GARAGE 13. LIVING AREA COVERED PATIO/ FREESRANDING BAR LIVING AREA BALCONY BALCONY COVERED PATIO BASEMENT (RESIDENCE) 3026 SF FIRST FLOOR 4700 SF 300 SF 292 SF 672 SF 2ND FLOOR 3480 SF 165 SF 143 SF 3RD FLOOR (TEA ROOM) 150 SF TOTAL 11,356 SF 465 SF 435 SF 672 SF GARAGE (7 CAR GARAGE) 3236 SF FREESTANDING BAR COVERED PATIO 672 SF 14. BUILDING COVERAGE FIRST FOOT PRINT (5747+672 SF) / 89734 SF a 7.2% (5747 SF INCLUDING FIRST FLOOR LIVING AREA, COVERED PATIO, BALCONY AND PORTION OF BASEMENT.) 15. ARCHITECTURAL STYLE MEDITERRANEAN W/ ITALIAN INFLUENCE ROBERT TSAY ARCHITECT, INC 692 BLUEfIELD DR. CLAREMONT CA 91711 Phone: 626.927.6316 E-MNL:RTARCHRECTIN000MAIL.COM MK dY.nvE (OA OPnnHG) IND VGN I.W N1 Of ME E6Gh5 NIXLOEO 1HERCN AH[ 02 N'swumm Nm�N coco ThE u VICp6UWYL NN CENaikYi RNI IHC SNC IAE NOf 10 OC COnFD. 14 DOLCp1. 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SITE PLAN KEY NOTES OFENCE PER HOA STANDARDS. 2 CONCRETE DRIVEWAY 4 SWIM POOLPLANTERE& SPA (LANDSSEPARATES D PLAPERMIT RDUR D)L 5 VEGETABLE GARDEN SEE LANDSCAPED PLAN B/L -1 6 BAR AREA W/ FREESTANDING PATIO COVER.SEE LANDSCAPED FOR DETAILS 7 W.I. FENCE/GATE SEE LANDSCAPED PLAN L-1 8 PUTTING GREEN 'SEE LANDSCAPED PLAN L—i 9 HARDSCAPD PAVING SEE LANDSCAPED PLAN L-1 10 LANDSCAPED AREA SEE LANDSCAPED PLAN L—i 11 RETAINING WALL SEE CML PLAN C-1 FOR DETAILS 12 CONCRETE DRIVEWAY RAMP DOWN 13 SEWER EASEMENT 14 STORMED GRAIN EASEMENT O ENLARGE SITE W/ FIRST FLOOR PLAN SCALE: 1/16"= 1•-0` ROBERT TSAY ARCHITECT, INC 652 BLUEFIELD DR. CLAREMONT CA 91711 Ph.— 626.927.6316 E—MAIURTARCHITECTINCOGMAIL.COM mG CMwiNG (Ofl OPAw�N6) �w0 MGN NA .LLL Or INE CESGNS wpLOm mCNEw N1[ INC P[iGOHP.L PwOPER1Y M lCf O[9a1 Gro1T, rvt. 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DLAMOND BAR CA 91765 OFIRST FLOOR PLAN, SCALE. 1/8'= V -O" FLOORS A-2-0 OF SHEETS (';5� ROOF PLAN "'� SCALE: 1/8-- 1'-0- O SECOND FLOOR PLAN SCALE: 1/8-- 1' -0 - 60, THIRD FLOOR PLAN, SCALE 1/8-- 1--0- ROBERT TSAY ARCHITECT, INC 6112 SLUMELD DEL CLARELONT CA 91711 PM_ 626.927.6316 E-kWURTARClintrTINCOGMAR-COM GATE -8/1/2014 ..WN Rl RT CHECKED BY RT JOB NUMBER RTA 2014-06 REVISION SINGLE FAMILY HOUSE 1 810 DIAMOND KNOLL LN. DIAMOND BAR CA 91765 FLOORS A-2.1 OF SHEETS (I)SOUTH FRONT ELEVATION SCALE- 1/8-- 1'-D- ROBERT TsAy ARCHITECT, INC EXTERIOR FINISH SCHEDULE 662 SWEnELD DR. CLIVIEMONT CA 91711 P.— 625.927.6316 T., ---------- -- . . ..... ..... E-"LRTARCHI'TECTINCOCIALCOM MATERIAL 1 FINISH MANLIF. EA= Roonw . . . . ....... -.- ............ 2 IEWDO lUttEII Pmf E- WlAk i MMXW pnPum. i SIWm m-CJST W -w a i Mr- COW- riItc I mz-m vcctIIImr,— AWO U Wm-mwm *1. wct/�,,t uo"—m W uw AD w. a OTIC"= m t—tt, " DW%Y m 11p It 9141 MI . 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O-OALFALRC@ROS ANDRERCOTD@JUNE D,TEAS INaJOKD44TNG2E50clASI GHTS YOT NO EO OFFIAMFND 6YADE@FEET NOJUNEU.,W ASIUTR iN ENO xaTL6A10 PJ DNTS TO TMEUAE ff THE SUFFAD: AND SUB6UfFAp: TOA OERN OF SOD FEET WERE OUI TQAI N@, PARax 2: A NON.Ek¢UsIW EASEMDIT TO OE US@ I N COMMON V/l TH OTHEIS. FORINQES6 AND EGRESS OVERALLTHOSEMEAS6HOWNUFONTHEWIPOFTMa M0.2AOAF.V.Sr MAPF1LFDIND TDV.MC 76TO021N¢USIWOFMAIC[Nl1ROFFlMOF7NEOMINTYFE@IDEROFSAID CWNTY.AS•FPoVATE STF£ETS',SAtDMSEMENTTOOEAPN DIANTTOANOFOPTHEODIEFI,OF TNATrORllONOFMIW.to@YEDE D@.IN¢UD@WI7HI141HEt1NESOFEAIOTMCTNO. 24me. Ex¢Pr ANY FORT ION Vrllt Oi FALLS WIT HI NTHE U NR CP RRr$ • r ADUVE DESfiI DED SCALE. 7 ”=20' SEC11ON A NOT TO SCALE lvCE$,$pja 'CIX C•W'i�.>••�.J�s.,`kipL� VBDOTY I>!'alN33i RDW UMPTBDfOR WMJt3;i 10 CAll0i HASH I ^^L^ RNV CL DIAMOND KNOLL L% E (PRVATE STREET) 3a•- ' Ir SECTION B NOT TO SCALE NOTTO SCALE BAST S OF BEAR NGS THESEARINGN51FX2954' WCFTWNCRTHEASTEFLY LINE OF TRACT NO.47722, KB, 1186.3843, RECORDS OF LOS ANGELES OOLINTY. CURVE DATA TABLE NUMBERIDELTA ANGLE (TANGENT DIUS CI 58GX0771--� fl6.69' 270.00' 213.02' Q j 65�JCL8 59 116.04' 180.00' 206.74' ENTIMMOM OUA ITDf3•'. cu --LI so (qA Fit 612 Iry) TOltl 3.772 Icy),EBwn 2.546 (q) OmrE .M1bNNLavl Ponmd ECatryalbn IryL 'Cllr Ala RLLANOUNTIS ETMATED OMY. AQWILYAMOLWLMYI'AFlYD1E1007HM W(M WY 4FACMM (SITE CONYTION SGL ENGAERS FEOOMMBJDA-nONj REQUIRED MIX OF PLANT MATERIALS PLANTING NOTES PLANT MATERIAL REQUIRED % MIX QUANTITY TRFES MULCH INSTALLATION eeD . GNAL a1ADE. . E - CLEAN WT ALL ROOT THOs 24" BOX 20% 2 14' brown 809 6 trunk 3" Iayer of SPEC Mulch sde by 4 a• f ►'c•'••�•�''r••••`'•�•rr� Total: 100% 8 SHRUBS TWICE ORIGINAL NATIVE SOIL IN BOTTOM R. TBALL OF PLANT EXTEND 24 MIN. INTO 5 GAL. 70% 507 1 GAL (herbaceous only) 30% 217 Total: 100% 724 GROUND COVER POOL SECUR1%W.N1 Caverago within 2 years 100% 100% FENCE. 5 to WAL PLANTED WITHIN 5' OF PAVED AREA pruning• edging, and mowing, for a period of thin 3D da after completion of Y ( ) 1'n P Project and acceplanCe by Owner. PATIO OVER PA110 COVER PER CIVIL PLAN `24'x78') CONCRETE �'O�N�� ♦GLASS The Landscape Contractor shall warranty and replace any plant moteriol that shows signs of lack of vigor or other STEPS ��I 1"CaSSHRUBSr•Sk_a.9� unhealthful appearance within ninety (90) days of completion of contract. Trees that hove been lopped or otherwise =__ NT.S improperly pruned by the Contractor shell be removed and replaced by the Contractor at no cost to the Owner. PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QYY. REMARKS TREE FWLINC—\r Phoenix doctylifero Dale Palm 14' brown 6 Mote Species SCREEN POOL EOUIP i v 1+r►i 1PERIMETER TALL EVERGREEN SHRUBSe� Oleo europea 'Swan Hill' Fruitless Olive Tree 24" box 2 Multi-iruhk �,I•�fICRe, POOL/SPA ` ® Bougainvillea 'ftosenkti Rosenka Bougainvillea 5 gal 40 TO MATCH HOUSE Leucophyllum f. 'Compacta Compact Texas Ranger 5 gal 79 �t.., A../ Ligustrurn joponicum 'Texanuni Texas Privet 5 gal 96 ACCESS STE�; Phormium tenox 'Yellow Wave' Yellow Wove Flux 5 gat 33 POOL MMNTEN&r10E--' Pittosporum tobira' 'Variegate' Vorigated Mock Orange 5 gat 60 ACCESS PATH r• I •�� ���1 SEAT PERENNIALS `—i►� REQUIRED MIX OF PLANT MATERIALS PLANTING NOTES PLANT MATERIAL REQUIRED % MIX QUANTITY TRFES MULCH INSTALLATION eeD . GNAL a1ADE. . E - CLEAN WT ALL ROOT THOs 24" BOX 20% 2 14' brown 809 6 trunk 3" Iayer of SPEC Mulch sde by 4 a• f ►'c•'••�•�''r••••`'•�•rr� Total: 100% 8 SHRUBS TWICE ORIGINAL NATIVE SOIL IN BOTTOM R. TBALL OF PLANT EXTEND 24 MIN. INTO 5 GAL. 70% 507 1 GAL (herbaceous only) 30% 217 Total: 100% 724 GROUND COVER Cas FIREPLACE Caverago within 2 years 100% 100% 1. Controclar is to review plans. verify site condilion0 and plant quantities prior to inslollatlon. Contactor shall take sole responsibility p y for any cost incurred nue to tlamoge nl existing utilities. Plant material quantities are listed for the convenience of .he Ccntroclor, Actual number of symbols shall hove priority over quantity designated. Conflicts between the Owner and these plans or wilhin these plans shall be brought to the attention of the Landscape Architect prior to landscape installation. Any deviolian(s) from the plans or specifications will require written approval from the Owner and/or Landscape Architect. The Contractor sholl assume full responsibility for all necessary revisions due to failure to give such notification. 2. The Contractor shall maintain a qualified supervisor on the site of oil limes during construction through completion of pick-up work. 3. The Contractor shall receive site graded within 0.10 fool of finish amde. Commencement of work indicates Controctor's acceptance of existing grades and conditions. Final grades shall be adjusled by Contractor as directed by Owner's represenlotwe. All grading shall be completed prior to commencement of planting operation. 4. The Contractor shall furnish and pay for all container grown trees, shrubs, vines, seeded/sodded turf, hydromulches. and flatted groundcovers. TheContractor shell also be responsible for and pay for planting, stoking, and guarantee of oil plant materials. Sae planting details for planting and staking/guying requirements. S. The Landscape Architect and/or Owner shall approve plant material placement by Contractor prior to installation. 6. Fertilizer for all town areas shall be a slow-release, high -nitrogen fertilizer incorporated into the soil during n p otin POTS 'LIFTING GREENS /-POOL5ECURDY W.I. FENCE, V HIGH GATE PALMS / / 4' WIDE CONCRETE \\\ /- WALKWAY �,✓ / 1 �� OCb �^� !I�f• �vr-t•1 •�Iq =i,�-=*:Cil•-��PRIVATEVEGETABLE CARDEN GROUND CW �i ' .soe,°..pO:t �...,�e ; yiw w �(1� lr•r� -SANG DRIVEWAY 114TES, A2' HEIGHT MAX. 42' HIGH ACCENT PI It DECORATIVE CAP RETAINING WALL PER CML PIAN SINGLE S DRIVEWAY 1 r� iicia OPALM TREE PLANTING DETAIL 3LIY1n wEw KTS Og • '00'V� �` j `a • ' s\iM-� • TE 1z) —AL M W—C Tr4NE TO WADUSE T fluxes k PROTECT INt HEART TED Elul%s a . .as PALLY MNK To BE PLYYa (VERTCNJ. Sm..T. FREE OF "I AND 1-c' iROY 1 , KS M 0 —A-, a FEET t Low OUCIT aIEFN fAdrO tUA135 OTIfswise Nmse IN sEE PLAN TOR YUUOI- P V A .. a— or -- -- 9A9N - Ex®1 M DErals eAExru. GRENOI net, If TN .ROAD srT.. N —a0E 7. I g. For areas to be landscaped and irrigated, the following amendments shall be uniformly broadcast and thoroughly MULCH INSTALLATION eeD . GNAL a1ADE. . E - CLEAN WT ALL ROOT THOs incorporated o` deep by means of a rololiller or equal. After all planting Intl imigation upero4ons am 3" Amount oar 1000 square feel complete, cover III exposed landscape areas with lit, < cu. yds. nitrogen stabilized organic compost 3" Iayer of SPEC Mulch sde by 4 a• f ►'c•'••�•�''r••••`'•�•rr� 5D pounds agricultural gypsum Recycled Wood Products (877-476-9797), or equal RETAINING WALL PER Note: For areas with a slope condition >40 slope: a i" thick toyer of compost shall be uniformly broadcast TWICE ORIGINAL NATIVE SOIL IN BOTTOM R. TBALL OF PLANT EXTEND 24 MIN. INTO over planting areas on slope. UNDISTURBED SUBGRADE 8. The plonling areas for trees shall be duo three limes the diameter of the root boli and two inches shallower than the 680 GRILL CLASS RAIUNG Aflk rootball. The planting pit. to be dug in the renter of the tilled area, sholl be as wide as, and two inches shallower Z POOL SECURITY W' than, the rootball. Planting pits for shrubs and perennials shall be dug twice as wide and one -and -o -half limes as deep Cas FIREPLACE as the rootball. 6M MEA W/ 9. The Landscape Contractor shell maintain all plantedFREEareas shown In the pions, including (but not limited lo) watering, WAL PLANTED WITHIN 5' OF PAVED AREA pruning• edging, and mowing, for a period of thin 3D da after completion of Y ( ) 1'n P Project and acceplanCe by Owner. PATIO OVER PA110 COVER PER CIVIL PLAN `24'x78') CONCRETE 10. The Landscape Contractor shall warranty and replace any plant moteriol that shows signs of lack of vigor or other STEPS ��I 1"CaSSHRUBSr•Sk_a.9� unhealthful appearance within ninety (90) days of completion of contract. Trees that hove been lopped or otherwise =__ NT.S improperly pruned by the Contractor shell be removed and replaced by the Contractor at no cost to the Owner. POTS 'LIFTING GREENS /-POOL5ECURDY W.I. FENCE, V HIGH GATE PALMS / / 4' WIDE CONCRETE \\\ /- WALKWAY �,✓ / 1 �� OCb �^� !I�f• �vr-t•1 •�Iq =i,�-=*:Cil•-��PRIVATEVEGETABLE CARDEN GROUND CW �i ' .soe,°..pO:t �...,�e ; yiw w �(1� lr•r� -SANG DRIVEWAY 114TES, A2' HEIGHT MAX. 42' HIGH ACCENT PI It DECORATIVE CAP RETAINING WALL PER CML PIAN SINGLE S DRIVEWAY 1 r� iicia OPALM TREE PLANTING DETAIL 3LIY1n wEw KTS Og • '00'V� �` j `a • ' s\iM-� • TE 1z) —AL M W—C Tr4NE TO WADUSE T fluxes k PROTECT INt HEART TED Elul%s a . .as PALLY MNK To BE PLYYa (VERTCNJ. Sm..T. FREE OF "I AND 1-c' iROY 1 , KS M 0 —A-, a FEET t Low OUCIT aIEFN fAdrO tUA135 OTIfswise Nmse IN sEE PLAN TOR YUUOI- P V A .. a— or -- -- 9A9N - Ex®1 M DErals eAExru. GRENOI net, If TN .ROAD srT.. N —a0E ABOVE ADJACENT OR SCORED CONCRETE BEFORE BACKFILLING eeD . GNAL a1ADE. . E - CLEAN WT ALL ROOT THOs FINISH GRADE TAN COLOR W/ 3" AI- PART — wAsaD OR lit, APO 3 -PARTS NATIVE SOIL 4 a• f ►'c•'••�•�''r••••`'•�•rr� FF 9.100 IN .q rQ•i�• RETAINING WALL PER UNDISTURBED SOIL TWICE ORIGINAL NATIVE SOIL IN BOTTOM R. TBALL OF PLANT EXTEND 24 MIN. INTO CML PLAN UNDISTURBED SUBGRADE CONCRETE LANDING CROWN TO BE 2" SHRUB. ROUGHEN SIDES OF HOLE Aflk `r•�••�4�•4�•r•�� Z POOL SECURITY W' PROVIDE ROOTBARRIER 10' LINEAR Anii 5! HICH FEET MIN. BY 12" DEEP FOR TREES ••RETAINING �• • •h r WAL PLANTED WITHIN 5' OF PAVED AREA `. •FENCE. A/C UNIT 70 BE TREE PLANTING PER CIVIL PLAN SCREEN WITH TALL b rd.4p. • rw,.' r (TYPICAI•• •b 1"CaSSHRUBSr•Sk_a.9� rr .Tip � i.!�i':• POTS 'LIFTING GREENS /-POOL5ECURDY W.I. FENCE, V HIGH GATE PALMS / / 4' WIDE CONCRETE \\\ /- WALKWAY �,✓ / 1 �� OCb �^� !I�f• �vr-t•1 •�Iq =i,�-=*:Cil•-��PRIVATEVEGETABLE CARDEN GROUND CW �i ' .soe,°..pO:t �...,�e ; yiw w �(1� lr•r� -SANG DRIVEWAY 114TES, A2' HEIGHT MAX. 42' HIGH ACCENT PI It DECORATIVE CAP RETAINING WALL PER CML PIAN SINGLE S DRIVEWAY 1 r� iicia OPALM TREE PLANTING DETAIL 3LIY1n wEw KTS Og • '00'V� �` j `a • ' s\iM-� • TE 1z) —AL M W—C Tr4NE TO WADUSE T fluxes k PROTECT INt HEART TED Elul%s a . .as PALLY MNK To BE PLYYa (VERTCNJ. Sm..T. FREE OF "I AND 1-c' iROY 1 , KS M 0 —A-, a FEET t Low OUCIT aIEFN fAdrO tUA135 OTIfswise Nmse IN sEE PLAN TOR YUUOI- P V A .. a— or -- -- 9A9N - Ex®1 M DErals eAExru. GRENOI net, If TN .ROAD srT.. N —a0E ABOVE ADJACENT OR PALM ROOTOALL —T r Y 4. BEFORE BACKFILLING eeD . GNAL a1ADE. . E - CLEAN WT ALL ROOT THOs FINISH GRADE eAavw eu I— 3" AI- PART — wAsaD OR & D- PMT NAFW - TWIST TO FINISH T PLANT GROUNDCOVER / TRIANGULAR SPACING / SEE LEGEND FOR DISTANCE /J G -.—+.-,—DISTANCE VARIES SEE �,.�_PLANTING LEGEND PLAN VIEW (�� 3" MULCH LAYER FINISH GRADE ROOTBALL 6" f BACKFILL MIX: I PART COMPOST 3 PARTS NATIVE SOIL UNDISTURBED SOIL GROUNDCOVER PLANTING DETAIL "� SQI'[17N VIEW N.TS CROWN TO BE 1' 3" MULCH LAYER ABOVE ADJACENT OR OR SEE PLAN FOR 0TH''. BEFORE BACKFILLING SPECIFY FINISH GRADE ROOT13ALL TWICE ORIGINAL BACKFILL MIX: ROOTBALL 1 -PART COMPOST TWIST TO 3 -PARTS NATIVE SOIL ALLOW TREE TO MOVE PUT BACK LOOSENED, IN LIGHT BREEZE UN -AMENDED TAMPED UNDISTURBED SOIL TWICE ORIGINAL NATIVE SOIL IN BOTTOM R. TBALL OF PLANT EXTEND 24 MIN. INTO NOTE: PUDDLE AND SETTLE UNDISTURBED SUBGRADE BACKFILL PRIOR TO SETTING CROWN TO BE 2" SHRUB. ROUGHEN SIDES OF HOLE ABOVE ADJACENT GRADE SHRUB PLANTING DETAIL Z PROVIDE ROOTBARRIER 10' LINEAR Sg.TiON VfEW N.TS c REVISIONS BY 06.19-15 G 07-27-15 3 G P q� k PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 3 � Phone: 909 373 1959 d Fax: 909 373 1958 pmay@phllmaydosignmm g www.pNMaydesign.com ),Naso / u Mor°P a --ti�TaIL•— -mol * �—s0— ,PA T ��„ {rf Of CAIAFgRO B Z n 6 Z as S$ Z §n6 g $� J ZQ W Y 0 W Z Q 0 O CD S. LU Q Z 0 0 3 � C) Z fo 8 'Y DRAWN s8 F.G. CHECKED P.M. gg DATE i3 OB -01-14 f� scAIE �� 1/16"=1'•0" ^ 14077 140 S� sHEEr ?e �g £o- fw LTr 4 sli�Ts NOTE: ROUGHEN SIDES OF HOLE BEFORE BACKFILLING ROOTBALL DO NOT USE PLANT TABS OR 2' SHALLOWER FERTILIZERS EXCEPT AS SPECIFIED 1 V.I.T. RUBBER CINCH TIES TWIST TO ALLOW TREE TO MOVE cT IN LIGHT BREEZE = 2 LODGE PALE STAKES TO EXTEND 24 MIN. INTO UNDISTURBED SUBGRADE 18" 18" CROWN TO BE 2" 3 PARTS NATIVE SOIL ABOVE ADJACENT GRADE UNDISTURBED SOIL —FINISH SURFACE c REVISIONS BY 06.19-15 G 07-27-15 3 G P q� k PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 3 � Phone: 909 373 1959 d Fax: 909 373 1958 pmay@phllmaydosignmm g www.pNMaydesign.com ),Naso / u Mor°P a --ti�TaIL•— -mol * �—s0— ,PA T ��„ {rf Of CAIAFgRO B Z n 6 Z as S$ Z §n6 g $� J ZQ W Y 0 W Z Q 0 O CD S. LU Q Z 0 0 3 � C) Z fo 8 'Y DRAWN s8 F.G. CHECKED P.M. gg DATE i3 OB -01-14 f� scAIE �� 1/16"=1'•0" ^ 14077 140 S� sHEEr ?e �g £o- fw LTr 4 sli�Ts ROOTBALL 2' SHALLOWER 1 THAN ROOTBALL BACKFILL MIX: 1 PART COMPOST 3 PARTS NATIVE SOIL UNDISTURBED SOIL ' TWO TIMES PROVIDE ROOTBARRIER 10' LINEAR WIDTH OF —" FEET MIN. BY 12" DEEP FOR TREES ROOTBALL PLANTED WITHIN 5' OF PAVED AREA TREE PLANTING DETAIL 1 SECTION VIEW NT.S PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QYY. REMARKS TREE Phoenix doctylifero Dale Palm 14' brown 6 Mote Species trunk O Oleo europea 'Swan Hill' Fruitless Olive Tree 24" box 2 Multi-iruhk SHRUB ` ® Bougainvillea 'ftosenkti Rosenka Bougainvillea 5 gal 40 Leucophyllum f. 'Compacta Compact Texas Ranger 5 gal 79 �t.., A../ Ligustrurn joponicum 'Texanuni Texas Privet 5 gal 96 Phormium tenox 'Yellow Wave' Yellow Wove Flux 5 gat 33 Pittosporum tobira' 'Variegate' Vorigated Mock Orange 5 gat 60 Rophiolepis indico 'Ballerina' Indian Hawthorn ' 5 gal 220 PERENNIALS OHemerocallis hybrids Doylily i gal 217 mixed colors GROUNDCOVER LAWN Toll Fescue spp. sod - Marathon II or equal ® Myoporum parvifolium Prostrate Myoporum flats 150 plant ® 12" o.c. Synthetic turf c REVISIONS BY 06.19-15 G 07-27-15 3 G P q� k PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 3 � Phone: 909 373 1959 d Fax: 909 373 1958 pmay@phllmaydosignmm g www.pNMaydesign.com ),Naso / u Mor°P a --ti�TaIL•— -mol * �—s0— ,PA T ��„ {rf Of CAIAFgRO B Z n 6 Z as S$ Z §n6 g $� J ZQ W Y 0 W Z Q 0 O CD S. LU Q Z 0 0 3 � C) Z fo 8 'Y DRAWN s8 F.G. CHECKED P.M. gg DATE i3 OB -01-14 f� scAIE �� 1/16"=1'•0" ^ 14077 140 S� sHEEr ?e �g £o- fw LTr 4 sli�Ts 12' FINISH -i SURFACE HIGH PILASTER W/ PRE -CAST MID STUCCO FINISH TO MATCH HOUSE AVS STEEL POST FMAx. /—ARCHED W.I. GATE WnHI ofCORATIVE SCROLL PATTERN / DRIVEWAY .1. GATE PICKETS 0 4 1/ W.I. FENCE/GATE SECTION VIEW �..TT. S—� 7 12 41 (N) ROOF TILE TO MATCH HOUSE ' I FRAME. POSTS S PAINT BLACK GATE WIDTH STUCCO FINISH TO TO MATCH HOUSE TO MATCH HOUSE APART TYPICAL, VERIFY VERIFY W/ GATE LATIN. SELF - 15* -0" STUCCO FINISH TO PAINT W/ OWNER OWNER CLOSING. SELF- PRE—FAB GAS COLUMNS FIRE PLACE BACKSPLASH 42" HIGH GRILL IATCHiNG GLASS RAILING LANDSCAPED -- PLANTERS \ i/ 3' 3'-6" LI BACKSPLASH WATER SINK PRE—FAB GAS (N) RETAINING WALL MMW 6 FIRE PLACE CONCRETE S/S* So' STOCK STEEL FINISH GRADE RAO PICKETS 0 4 1/ W.I. FENCE/GATE SECTION VIEW �..TT. S—� 7 12 41 (N) ROOF TILE TO MATCH HOUSE 1111111110 (N) ROOF TILE—T4 MATCH HOUSE 014, ON 0 4 IN k 2x FACIA PAINTED WOOD. BEAM W/ 2x FACIA PAINTED STUCCO FINISH TO TO MATCH HOUSE TO MATCH HOUSE 5'-3" MATCH HOUSE 36" 1390 GAS 15* -0" STUCCO FINISH TO GRILL PRE—CAST GRANITE PRE—FAB GAS COLUMNS FIRE PLACE BACKSPLASH 42" HIGH GRILL GLASS RAILING LANDSCAPED -- PLANTERS \ i/ 3' 3'-6" LI BACKSPLASH WATER SINK PRE—FAB GAS (N) RETAINING WALL MMW PER ENGINEERING FIRE PLACE lilt! PLANS STUCCO FINISH TO CONCRETE STEPS 42" HIGH MATCH HOUSE MATCH HOUSE GLASS RAILING SOLID ROOF PATIOCOVER WEST ELEVATION NOT TO SCALE 1111111110 (N) ROOF TILE—T4 MATCH HOUSE 014, ON 0 4 IN k LANDSCAPED PLANTERS IF(N) RETAINING WALL PER ENGINEERING PLANS REVISIONS BY 06-19-15 07-27-15 !dF PHIL MAY LANDSCAPE ARCHMECT 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax: 909 3731956 Pmy@pwlmyd.ign=m —WImaydesign.mm lWOSO4A OF E"%* U) W 0 0 (.) w z < v 0 Z a Of w < z 0 0 co U5 :2 0 w < z O 0 LU < Z 0 F.G.DNAWN CHECKcO P.M. MTE 08-01-14 sc',' AS NOTED MONO. 14070 SHIRO. Lil R 4 SHR 2x FACIA PAINTED PRE—CAST TO MATCH HOUSE WOOD BEAM W1 COLUMNS STUCCO FINISH TO 36" BBO GAS MATCH HOUSE GRILL GRANITE BACKSPLASH WATER SINK PRE—FAB GAS FIRE PLACE STUCCO FINISH TO 42" HIGH MATCH HOUSE GLASS RAILING SOLID ROOF PATIOCOVER SOLITI'l ELEVATION NOT TO SCALE LANDSCAPED PLANTERS IF(N) RETAINING WALL PER ENGINEERING PLANS REVISIONS BY 06-19-15 07-27-15 !dF PHIL MAY LANDSCAPE ARCHMECT 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax: 909 3731956 Pmy@pwlmyd.ign=m —WImaydesign.mm lWOSO4A OF E"%* U) W 0 0 (.) w z < v 0 Z a Of w < z 0 0 co U5 :2 0 w < z O 0 LU < Z 0 F.G.DNAWN CHECKcO P.M. MTE 08-01-14 sc',' AS NOTED MONO. 14070 SHIRO. Lil R 4 SHR IRRIGATION SCHEDULES -AFTER ESTABLISHMENT PERIOD DRIP IRRIGATION SYSTEM Month Jan Fab Mar Apr May Jun Jul Aug I Sap Oct Nov Dec Maximum \\\ \\\\ \ \\\ C WEATHER STATION, INSTALL PER MANUF. SPECS. 0@. Ceaavarm lapmibe�aacparagaam Imo WALL MOUNT. VERIFY LOCATION W/ OWNER ET. KL 6LA •SpeaMUM maAmelawam lwU Wenn so -'Tui 46.6 BOD 5: MAWA Ca Wagon: 3/4• Minutes par start 50 50 50 50 So 50 50 50 SO 50 50 SO uses ONES LAYOUT o 16' O.C. dPM ® 700 ULTRA FLOW SERIES AUTOUAIIC WUNE VALVE i IRRITROL BRASS CONSTRUCTION, SIZE AS INDICATED ON PLAN ® CONTROL ZONE LVCLS6m0075-NF, FLOW RATE 3.5-17.6 CP J NEfAFIM CONTROLZONE LVC258a10075-LF FLOW RATE 025-4.4 GP NISCO BALL VALVE -LINE SIZE K Stan limes per 825Y REDUCED PRESSURE ANTISIPHON DEVICE - ® 1.25" SIZE, USE WILKINS 114-YB WYE STRAINER L BRASS WITH 140 MESH SS, 0 of 0 wook 2 2 3 4 5 6 6 6 5 3 2 Z Total mina ce per 100 IOD 150 Q Z - 0 wank 200 250 300 300 300 250 150 100 100 LAWN IRRIGATION Month Jan Feb Mar Apr May Jun Jul AUD Sap Oat Nw Dec Maximum Minutes per start 20 20 20 20 20 20 20 20 20 20 20 20 0mo Start 6mespor µoak 2 2 3 4 5 6 7 6 5 3 2 2 Total minulesper week 40 40 60 60 100 120 140 120 100 60 40 40 POT BUBBLERS Month Jan Fab Mar Apr May I Jun Jut Aug Seo On Nov Dec Mzodmum Minulospar start 1 1 1 1 1 1 1 1 1 1 1 1 �S""'_Dk 2 3 4 5 5 7 7 7 5 4 3 Z 2 3 4 5 5 7 7 7 5 4 3 2 ILII, IRRIGATION NOTES - ' = ° 1. it is the responsibility of the irrigation Contractor to familiarize himself with all grade differences. location of wall, retaining walls, structures and utilities. The Contractor shall repair or replace, at no additional cost to the owner, all items damaged by his work. The Contractor shall coordinole his work with ether contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. 2. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences, or differences in the area dimension exist that might not hove been addressed in the design of the irrigation system. Such obstructions or differences shall be brought to the attention of the Owners authorized representative. In the event this notification is not performed, the Contractor shall assume full responsibility for any necessary olterotions to_lhe work. - 3. The Contractor shall obtain, coordinate, and pay for any and all inspections as required. ' 4. The Contractor shall be responsible and liable for any encroachment into adjacent property. R.O.W.•s eosements setbacks or any other legal property restrictions either marked or unmarked. 5. The 'rrigotion system design is based an a minimum operation pressure of 40 PSI and o maximum flow demand of 12.0 GPM. The Contractor shall verify water pressure prior to construction. Report any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the Landscape Architect. 6. This design is diagrammatic. All piping, valves, etc., shown within paved areas is for design clorificotion only and shall be installed in pionting areas wherever possible. The Contractor shell locale all valves in shrub or groundcover areas. 7. Trenching within the dripline of large existing trees shall be performed by hand. and with extreme care not to sever roots 1-i/2� in diameter and larger. Where roots 1-i/2• in diameter and larger ore encountered, the Contractor shall tunnel under said roots. Exposed roots that hove been tunneled Under shall be wrapped in wet burlap and kept moist while the trench is open. S. Ail main in piping, loleral line piping. and control .tires under paving shall be installed in Schedule 40 PVC sleeves at a minimum depth of 18". Sleeves shall be installed before paving Is in place. All sleeve sized shall be o minimum of twice the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 9. Pipe sizes shall conforrJT to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted• but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 10. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. Install all heads with double swing joints as per detail. All heads adjacent to parking lots• walks, roods, or other paved areas shall be installed with pop-up bodies. 11. The Contractor shall flush and adjust all sprinkler heads• drip tubing, and valves for optimum coverage with minimal misting and/tar over spray onto walks• streets, walls, etc. Substitution of nozzle pattern or radius as required to achieve optimum coverage is responsibility of contractor. 12. All ircigotion equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications. 13. Drip tubing shall beinstoII ed in parallel rows (wherever possible) 18• apart and 4" below the finish grade, with emitter spacing of adjacent rows staggered. Tubing shall be firmly stoked in pleat with U-slopies at 5• on center (2•on center around light curves). In steeply sloped areas, install tubing rows perpendicular to the direction of the slope. Install flush valves at the ends of drip tubing runs, and air/vacuum relief valves of the circuit's major high points (as indicated on plans). Install flush valves and air relief valves In 6^ volve boxes. Drip irrigation tubing shall be connected to Schedule 40 PVC supply and exhaust manifolds where indicated on the plans. 14. All remote control valves, gale valves, flush valves, and pressure relief valves shall be installed in suitable valve boxes asshown in details, complete with locking covers. All shall be Corson, Amtec, or opproved equal, and shall be marked G.V.• for gale valves. 'R.C.V." for remote control valves, etc. Provide expansion coils at each wire connection in Volvo box os per details. 15 instoil all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. Final location of the backflow preventer and automatic controller shall be approved by the Owner. 16 120VAC electrical power source at controller location shag be provided by others. The Contractor shall make the final connection from the electrical source to the controller. O \\, ` THE LOWEST ELEVATION POINT FOR I'LEVEACH SYSTEM AND INSTALL \ 1,� A FLUSH VALVE PER DETAIL. (TYPICAL) \� NOTE: ALL IRRIGATION VALVES \\\ & OU1CK COUPLERS \ \\\ MUST BE LOCATED IN \ \ \\ PLANTING AREAS. ••1 hove Complied with the criteria of the Water Efficient Lordscape Ordinance and applied them for the efficient use of the water in the landscape design plan" - Landscape Architect Dole NOTE: IRRIGATION DESIGi\I TO iV1EET THE WATER CONSERVATION LANDSCAPING REOUIREMENT PER ORDINANCE No. 02(2009). \\\\\\\\\\\ \\ 3/4- 41 / NOTE: SEE SHEET L-3 FOR IRRIGATION DETAILS Point of Connection # i IRRIGATION LEGEND EAWU- EToxK"LAx0.62-IE.Gapenepnyear Maxknura Ape Ned Wal4r Allvwanra (MAWAi EAWU •Esl,mbd ArpN4Wab Um(aaamapa,w) KL-Kx,.Kd.Kmc \\\\\ SLA h Sq. Ft .0.621= IRRIGATION CONTROLLER i MOUNT TO WALL FACE \ \ \\\\ \ 3 1 \\\\ \ 3/4' E•aryabn Exbemy•IPf.aU (Sm adbabHn Aapw+akE VERIFY LOCATION W/ GENERAL CONTRACTOR D.r • Earpva„ptwpnAaPaamm r•av IErA-I MODEL / TL050MN-1 ME•hpWm 4bwpeaen Eacx.YNaxl \\\ \\\\ \ \\\ C WEATHER STATION, INSTALL PER MANUF. SPECS. 0@. Ceaavarm lapmibe�aacparagaam Imo WALL MOUNT. VERIFY LOCATION W/ OWNER ET. KL 6LA •SpeaMUM maAmelawam lwU Wenn so -'Tui 46.6 BOD 5: MAWA Ca Wagon: 3/4• \\\\\\\\\\\ \\ 3/4- 41 / NOTE: SEE SHEET L-3 FOR IRRIGATION DETAILS Point of Connection # i IRRIGATION LEGEND EAWU- EToxK"LAx0.62-IE.Gapenepnyear Maxknura Ape Ned Wal4r Allvwanra (MAWAi EAWU •Esl,mbd ArpN4Wab Um(aaamapa,w) KL-Kx,.Kd.Kmc T0LN MAWA a (ETo x a7 r LA h Sq. FL x O.RI • (ETo x 0.3. SLA h Sq. Ft .0.621= GaRma. pm year lorrlA, SLA ..nw• Mm:a,.n Aadwwaw Aap•.am tm.ampc row U. ETp • ilelt,Anm Enppfnmptramn AOPama a IpCaa per pal E•aryabn Exbemy•IPf.aU (Sm adbabHn Aapw+akE NETAFIM FLUSH VALVE IN 6' VALVE BOX C D.r • Earpva„ptwpnAaPaamm r•av IErA-I MODEL / TL050MN-1 ME•hpWm 4bwpeaen Eacx.YNaxl 1 a. ETA- b S AnxilAnmrArae) U v tewanpea Arm laaumleal ou•olme.nlm Ur4mmyebb.wnne.a WFAMD,MATIC .SL4800 SMARTUNE F 0@. Ceaavarm lapmibe�aacparagaam Imo WALL MOUNT. VERIFY LOCATION W/ OWNER ET. KL 6LA •SpeaMUM maAmelawam lwU Wenn so -'Tui 46.6 BOD 1,770 0.62 - O.r5 5131710 MAWA Ca Wagon: 0,162 052 615 132566.06 Spedtl Lendewpod Ama 49.6 1.0 Eta ETAF I.Aur SLA(sill Cmveision MAWA(Gnlbns Par Year) MAWAfm LA= 46.6 0.7 10532 0.62 235,327DO MAWAfw SLA. ADD 0.3 570 0,02 5856.00 TPMI MAWA. 11,502 24G5B6DD Gd7 Year Eslknled Applied Wner Um IRRIGATION LEGEND EAWU- EToxK"LAx0.62-IE.Gapenepnyear YFG MODEL/ DESCRIPTION PATH. OPY PSI -a GET EAWU •Esl,mbd ArpN4Wab Um(aaamapa,w) KL-Kx,.Kd.Kmc ETp•rldamma E+apoaa,e-tdbn Aapmm.0 ryanm ps ymn Ka•rP Jac Mcbr(ranpo .6.t05)Ieee YlUCAL61b1Mvtlwc) KL .laMvmpa-ban U • Lwlaaptl Aur (amma4al e@. rmrmb, Icmip 4oama pmaµ,.m Imri Kaodewydiemlmnpa•ane. (am1)1-51m damayvalmmrgvsi Kano a mlaodyvm hcbr (cargo • 0.5-1.1) 1- WUCOLSI E•aryabn Exbemy•IPf.aU (Sm adbabHn Aapw+akE NETAFIM FLUSH VALVE IN 6' VALVE BOX C btaanpe Epa,mrxama) MODEL / TL050MN-1 ME•hpWm 4bwpeaen Eacx.YNaxl CHAMPION 3/4- BRASS HOSE SIB E ou•olme.nlm Ur4mmyebb.wnne.a WFAMD,MATIC .SL4800 SMARTUNE F EAWUCalolinbe ' WALL MOUNT. VERIFY LOCATION W/ OWNER ET. KL LA Cmwerlbl E EAWU (Gall per year) Wenn so -'Tui 46.6 BOD 1,770 0.62 - O.r5 5131710 Madbm Welorthing! 46.6 0.40 0,162 052 615 132566.06 Spedtl Lendewpod Ama 49.6 1.0 570 D12 1.0 -'ati00 (PPD A spa) Air, ,pRO<, PVC SCHEDULE 40 LATERAL UNE TOWEAWUa 11,502 215.13410 GeV Year VALVE NUMBER GPM VALVE SIZE • -- t i�.� , nn I I �•r (E) WATER METER - ' DIAMOND KNOLL LN. •� LOCATE BACKFLOW DEVICE IN PLANTING AREA REVISIONS BY 03-26-15 06-19.15 07.27-15 PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax - 909 373 1958 pmay®Phllm ayda slgn.com ww W.phlimayd e6lgn.com LANDSCgpd, �¢a G. M4y TP 3 4 -• lta �rtn. ryg� n \4• 4Jf OF CAL\F�a IRRIGATION LEGEND SMOL YFG MODEL/ DESCRIPTION PATH. OPY PSI -a GET (� HUNTER PROS-05-PR540-N-YP80O-90 g0-210 0.3 40 9• A 6' POP-UP RAINSIRD 1402 RANSIRD BUBBLER 1/2 PULL 0.5 40 -- 8 CDR O NETAFIM FLUSH VALVE IN 6' VALVE BOX C MODEL / TL050MN-1 A CHAMPION 3/4- BRASS HOSE SIB E © WFAMD,MATIC .SL4800 SMARTUNE F WALL MOUNT. VERIFY LOCATION W/ OWNER ® WEATHERMATIC SLW20 WEATHER STATION F MOUNT TO ROOF EDGE PER MANUF. SPECS. _- ANY MpUD E, PVC SCHEDULE 40 SLEEYiNG G (AT LEAST TWICE LINE SIZE) Air, ,pRO<, PVC SCHEDULE 40 LATERAL UNE SIZE AS INDICATED ON PUN --- AM APPROJEU PVC SCHEDULE 40 MAIN UNE SIZE AS INDICATED ON PLAN - - NETAFu TECHUNE CV. TLCV6-12 8 30 H J ONES LAYOUT o 16' O.C. dPM ® 700 ULTRA FLOW SERIES AUTOUAIIC WUNE VALVE i IRRITROL BRASS CONSTRUCTION, SIZE AS INDICATED ON PLAN ® CONTROL ZONE LVCLS6m0075-NF, FLOW RATE 3.5-17.6 CP J NEfAFIM CONTROLZONE LVC258a10075-LF FLOW RATE 025-4.4 GP NISCO BALL VALVE -LINE SIZE K Z 825Y REDUCED PRESSURE ANTISIPHON DEVICE - ® 1.25" SIZE, USE WILKINS 114-YB WYE STRAINER L BRASS WITH 140 MESH SS, VALVE NUMBER GPM VALVE SIZE • -- t i�.� , nn I I �•r (E) WATER METER - ' DIAMOND KNOLL LN. •� LOCATE BACKFLOW DEVICE IN PLANTING AREA REVISIONS BY 03-26-15 06-19.15 07.27-15 PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax - 909 373 1958 pmay®Phllm ayda slgn.com ww W.phlimayd e6lgn.com LANDSCgpd, �¢a G. M4y TP 3 4 -• lta �rtn. ryg� n \4• 4Jf OF CAL\F�a < IL O Q L1. Z J J J LU Z U 0 of 0 O Do r:2 F5 0 � LU Q Z - 0 DRAWN F.G. CHECKED P.M. DATE 08-01-14 SCALE u1s^=r-o^ .108 Na. 14070 SHEET TIF 4 sH (3� 5 (D 01 IRRITRDL ELECTRIC CONTROL V?LYE 417 I G FINISH GRADE 1= =1111 IIIQIIII?- Q ALVE BOX (HEIGHT ABGVE GRADE AS IIIhIIIII 7 -11111=1111 REQUIRED) 04 PVC AJ PVC MALE ADAPTER WATERPROOF WIRE CONNECTORS © PVC LATERAL LINE -ANGLE TO PROPER DEPTH WITH 450 ELLS I U7 COMMON RED BRICK (4 REQUIRED) U6 PEA GRAVEL -12- DEEP 7 PVC SCHEDULE 80 NIPPLE (6" LONG) 1. 1© PVC SCHEDULE 40 S X T ELL ii PVC SCHEDULE BD PIPE 12 COMMON AND CONTROL WIRES TO CONTROLLER LOCATION Q PRESSURE MAIN LINE PIPING WRH MAIN UNE i 1 FITTING (DEPTH AS REQUIRED) NOTE: REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION AND ADJUSTMENT (-TREMOTE CONTROL VALVE INFORMATION. N.T.s //' 3/4- DISC FILTER DF075-140 PVC MAINLINE REMOTE CONTROL/ HIGH FLOW: PRV075HF45V2K VALVE 1" FPT LOW FLOW: PRV075LF42V2K BRICK SUPPORT 1 11 CU. FT. PEA 1 1" A 3/4' SCH 40 112" 18" I PVC OR POLY RED BUSHING TWT (I- EA CORNER) GRAVEL SUMP VALVE o -0X LATERAL LINE (� HIGH/ LOW FLOW CONTROL ZONE ASSEMBLY J HIQf.4S-17.6GPM OR LI ----4.4 GPM N.TS 6" VALVE BOX WITH COVER: 1" ABOVE GRADE FINISH GRADE/TOP OF MULCH NIBCO BALL VALVE LINE SIZE PVC MALE ADAPTER 1/2 CU FT PEA GRAVEL SCH 40 MAINLINE BALL VALVE N.TS FEBCO BACKFLOW PREVENTER MODEL: 825Y f— HOSE BIB 2." FINISH GRADE/TOP OF IAJLCH TEFLON r` TAP[ O /-POP-UP SPRAY SPRINKLER 6 POP-UP .3 OR STREAM ROTOR PEP. LEGEND — PVC SCH 80 NIPPLE O NETAFlM FUJSH VALVE N 6' VALVE BOX C —(LEWGTH AS REQUIRED) /-3/4"X24" GALV 1 .- 1/2" MAP.LEX ST. EL JIPPLE J'A .—FINISH GRADE/TOA OF MULCH WFATHERWTIC SL4800 SMARTUNE F PVC SCH 40 STREET ELL —1/2 SCH 80 NIPPLE w ® (LENGTH AS REQUIRED) - —8" DW. CONC. FOOTING MOUNT TO ROOF EDGE PER MANUF. SPECS. 2" '. PVC 3,RMALE .rte ADAPTER 1/2" MARLEX ST. EL PVC LATERAL PIPE 40450 PLYSLINE POP-UP DETAIL 0A...__ AM, APFROVED PVC SCHEDULE 40 IMIN UNE N.TS IHOSE BIB p SPRINKLER ` q.�-��� LOCATE IN PLANTING AREA N�IULJ rILOW SCREEN. WITH PLANTING _ BRASS Y-5TRAINER to PER LEGEND 0 12" MIN. f FINISH GRADE I BRASS NIPPLES AND FITTINGS 12 S0. IN. CONC. FOOTING BACKFLOW PREVENTER PVC MALE ADAPTER L N.TS 0 0 CO 10 21, GROUND WIRE POWER SUPPLY WIRES MASTER VALVE WIRE (OPRONAL) COMMON NEUTRAL WIRE PUMP CIRCUIT WIRES (ORTIONAL) RAIN STAT WIRES (OPTIONAL) VALVE CONTROL WIRES - ONE PER VALVE CONDUIT 115V AC. CONDUIT 24V A.C. CONTROLLER MODEL PER LEGEND WEATHER STATION PER LEGEND -44P! CO?41IEGFDR fl -SPRINKLER HEAD V WEATHERMATIC SMART LINE SERIES CONTROLLER r4" MIN. CLEARANCE PAVING DITCH SLEEVES PAVING 112 - 12" MIN. 18" MAX. NOTES: 1. ALL PVC IRRIGA71ON SLEEVES TO BE SCH 40 PIPE. 2. SLEEVES TO BE AT LEAST TWICE THE LINE SIZE. 3. MECHANICALLY TAMP TO 95% COMPACTION. y SLEEVES N.TS REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline START MALE CONNECTION i AND TEE I I I Techline CV TUBING AREA PERIMETER I SEE IRRIGATION LEGEND 1 SPECIFICATIONS FOR F ROW SPACING 1 I 1 PERIMETER LATERALS 4" to 6" FROM EDGE L _ J FLUSH VALVE PLUMBED TO Techline CV- SEE DETAIL (� TECHLINE CV END FEED LAYOUT (1 N.TS HARDSCAP JNBIRD BUBBLER R LEGEND ' RADIATION RESISTANT '2 -INCH PVC SCH '80 NIPPLE _NGTH AS REOUIRED) IT (SIZE VARIES) 2" MARLEX ST. EL. PVC LATERAL PIPE- POT IRRIGATION N.TS FINISH GRADE VALVE BOX — SEE SPECS. LINE FLUSHING— VALVE TLOSOMFV-1 POLYETHYLENE — TUBING WITH STAINLESS STEEL CLAMP BRICK SUPPORTS - (THREE) 3/4" GRAVEL SUMF (1 CUBIC FOOT) POLYETHYLENE LATERAL (OR EXHAUST HEADER) /, Techline LINE FLUSHING VALVE (PWMBED To POLY) NTS DRIP SYSTEM REVISIONS BY 06.19-15 07-27-15 a G a 8 fi PHIL MAY LA LNDSCAPE ARCHI Lfi 1937 West 9th Street .Upland, CA 91786 3 Phone: 909.373 1959 Fax: 909 373 1958 P-By®PNlmDydLNJgR._ WWW.Phll—ydeslgn . 3 9 ? Dsc4PF S. M4y 'tp 2 % 3 sy < u 'rE OF CALAOOo-a 6 U) P w 3� Q O '�rr nn NV_ LL�/. 5 It I� J E J U Z U W z Q 0 ID moo w Q € Z O DRAWN F.G. CHECKED P.M. DATE 08-01-14 SCALE AS NOTED JOB NO. 14070 CNEET OF 4 SHEE- IRRIGATION LEGEND SYMBOL 160 MODEW D6PATH. I.P. PSL RAD O HUNTER PROS-O6-PR540-CV-uP800-90 g0-210 40 9' A 6 POP-UP .3 - - RAMBIRD 1402 RANBIRO BUBBLER 1/2 ply 6" RISER O NETAFlM FUJSH VALVE N 6' VALVE BOX C MODEL # FLOSOMFV-1 1 CHAMPION 3/4" BRASS HOSE RIB E © WFATHERWTIC SL4800 SMARTUNE F WALL MOUNT. VERIFY LOCATION W/ OWNER ® WEATHERMATIC SLW20 WEATHER STATION F MOUNT TO ROOF EDGE PER MANUF. SPECS. PVC SCHEDULE 40 SLEEVING G (AT LEAST TWICE UNE SIZE) AN, PVCSCHEDULE M LITERAL UNE SIZE AS INDICATED ON PLAN AM, APFROVED PVC SCHEDULE 40 IMIN UNE SIZE AS INDICATED ON PLAN —, NVANU TECHUNE CV, TLCV6-12 6 30 H LINES LAYOUT 0 18" ox GPH ® 700 ULTRA FLOW SERIESAUTOMATIC INLME VALVE IRRITROL BRASS CONSTRUCTION, SIZE AS INDICATED ON PV.N (D ONTROL ZONE LYCZSBOIOD7S-HF. FLOW RATE 35-17.6 CP NETAFIM OWROL ZONE LVCZSB01007S-LF. FLOW RATE 0.25-4.4 CP J H NISCO BALL VALVE -LINE SIZE K 825Y REDUCED PRESSURE AMISIPHON DEVICE - ® FEBCO 125" SIZE USE WILKINS 114-YB WYE STRAINER L BRASS WITH 140 MESH SS. REVISIONS BY 06.19-15 07-27-15 a G a 8 fi PHIL MAY LA LNDSCAPE ARCHI Lfi 1937 West 9th Street .Upland, CA 91786 3 Phone: 909.373 1959 Fax: 909 373 1958 P-By®PNlmDydLNJgR._ WWW.Phll—ydeslgn . 3 9 ? Dsc4PF S. 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Ile, JEM y CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL, (909) 839-7030 - FAX (909) 861-3117 CASE/FILE NUMBER: PROJECT LOCATION: Eel: 911: a 60T.11 0 u W.11 0 111111 : &I ZONING DISTRICT: SUMMARY: 8.3 August 25, 2015 Development Review No. PL2015-34 2488 Alamo Heights Road Diamond Bar, CA 91765 (APN 8713-028-003) Rural Residential (RR) Rural Residential (RR) Richard Wang 1200 S. Diamond Bar Blvd., #101 Diamond Bar, CA 91765 David Lilyquist P.O. Box 3294 Dana Point, CA 92629 The applicant is requesting approval of a Development Review application to construct a new 10,724 square -foot, multi-level, single-family residence with an attached 3,125 square -foot garage on an undeveloped 57,935 gross square -foot (1.33 gross acres) lot. FRA��i e 0 Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-34, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), on the west side of Alamo Heights Road, immediately north of the intersection with Steeplechase Lane. The rectangular shaped property is undeveloped and slopes upward from the street at a 10 percent average slope to the rear of the parcel. There is one multi -trunk Black Walnut tree on the front half of the property—located along the north side property line—which is proposed to remain and be protected. Its trunks range in diameter at breast height (DBH) from 8 to 10 inches. The tree is not located in close proximity to proposed construction activity, therefore, a tree permit is not required. However, a condition of approval is added to the Resolution to ensure protective measures are put in place prior to construction activity. The property is legally described as Lot 118 of Tract No. 30578, and the Assessor's Parcel Number (APN) is 8713-028-003. Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Site Rural Residential RR Vacant/Undeveloped Lot 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 Vacant/Undeveloped Lot Project Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 53,935 square feet (1.33 acres), which includes a 40 -foot wide private street easement for Alamo Heights Road along its frontage; a drainage easement; and a flood hazard area. The property's net buildable area (i.e., minus all easements) is 43,560 square feet (1.00 acre). The house is situated toward the front half of the lot, approximately 121 feet, 6 inches from the edge of the street easement line. A series of retaining walls and significant grading at the center of the property will create level pads to facilitate the development of the house and useable open space at the front and rear of the home, which will include fountains, garden areas, a swimming pool, and a detached patio cover over a BBQ area, along with other landscape and hardscape surface areas. Landscaping is proposed throughout the front and Development Review No. PL 2015-34 Page 2 of 9 rear of the house to enhance the architecture and to create an overall site design that blends in with the neighboring homes and surrounding natural environment. In addition, the landscape plan is proposed to comply with the City's Water Conservation Landscaping Ordinance and will use drought tolerant planting to minimize irrigation within the new landscaped areas to comply with Governor Brown's Executive Order B-29-15, which mandates significant reductions in the use of turf and sod ground cover planting. The applicant is proposing various inward facing retaining walls—with a six-foot maximum height—that will be constructed to allow for a swimming pool pad area, open garden areas, a detached accessory structure to be used as a dayroom, and other amenities located behind the home. All exposed portions of retaining walls will be finished and capped with a stucco texture to match the proposed exterior wall finish of the house. Architecture The proposed multi-level house is centrally located within the front half of the property. The home consists of the following components: e A 715 square -foot lower (basement) level consisting of storage areas, entry area from the rear of the garage, and other ancillary areas; e A 5,453 square -foot middle (main) level consisting of an entry foyer area, living/dining room, library room, laundry room, great (family) room, kitchen, wok (second kitchen), nook, and two bedrooms with respective bathrooms and walk-in closet space; ® A 4,556 square -foot upper level consisting of five bedrooms, each with a bathroom and a walk-in closet, including two master bedrooms, each with additional space for respective sifting areas; ® 1,128 square feet of porch/balcony/deck/loggia area; and e A 3,125 square -foot, attached eight -car garage. The multi-level home is accessed by internal staircases and an elevator. The height of the building is 35, measured from the finished grade to the highest point of the roofline. The architectural style of the home is Italianate (Palladian architecture emphasizing symmetry and classical form) with clay roof tiles on a predominantly hip and valley roof style—with a gable roof above the entry porch; and a smooth trowel stucco exterior wall finish with aluminum clad window framing throughout the fenestration pattern. The applicant has obtained approval from The Diamond Bar Country Estates Association. Development Review No. PL 2015-34 Page 3 of 9 Aerial View of Project Site ANALYSIS: Review Authoritv (Diamond Bar Municipal Code (DBMC) Sections 22.48 The proposed project requires Planning Commission review and approval of a Development Review (DR) application. The analysis that follows provides the basis for staff's recommendation to approve the DR application. 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 Review No. PL 2015-34 Page 5 of 9 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Site and Grading Configuration: The project site is located on a rectangular shaped property with an ascending 10 percent average slope to the rear of the parcel. The applicant is proposing to cut 3,700 cubic yards of soil and fill 750 cubic yards of soil to create split-level buildable pads towards the front center portion of the property. Therefore, 2,950 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require between 197 to 295 hauls (394 to 590 total truck trips). The site is located on undisturbed grade and will be modified to allow for split level building pads for the new home and to accommodate useable open spaces and detached accessory structures at the rear of the property. As mentioned, various inward facing retaining walls will be constructed to allow for a swimming pool pad area, open garden areas, a detached accessory structure to be used as a dayroom, and other amenities located behind the home. Architectural Features, Colors, and Materials: The applicant designed the project to have a variety of architectural elements to express the Italianate style, including the following design features: ® Symmetry at the front and rear elevations, with a slight variation in openings at the rear; ® Predominantly hip and valley roof style—with a gable roof above the entry porch—with clay roof tiles; Development Review No. PIL 2015-34 Page 6 of 9 -- -------- 0one side and 15' north side -0" on the other side. 10' – south side Side MEN d1minZ j, ining1%, 28' north side wStru 25'– south side W% --n rMLE t' Maximum of 30% rN ........... Z IiZp W 1' 111,11 04 9WI_VIWM �MaxBph; * gma Z 4' 2 -car garage 8 -car_ arage h" W XReta tin 911, Site and Grading Configuration: The project site is located on a rectangular shaped property with an ascending 10 percent average slope to the rear of the parcel. The applicant is proposing to cut 3,700 cubic yards of soil and fill 750 cubic yards of soil to create split-level buildable pads towards the front center portion of the property. Therefore, 2,950 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require between 197 to 295 hauls (394 to 590 total truck trips). The site is located on undisturbed grade and will be modified to allow for split level building pads for the new home and to accommodate useable open spaces and detached accessory structures at the rear of the property. As mentioned, various inward facing retaining walls will be constructed to allow for a swimming pool pad area, open garden areas, a detached accessory structure to be used as a dayroom, and other amenities located behind the home. Architectural Features, Colors, and Materials: The applicant designed the project to have a variety of architectural elements to express the Italianate style, including the following design features: ® Symmetry at the front and rear elevations, with a slight variation in openings at the rear; ® Predominantly hip and valley roof style—with a gable roof above the entry porch—with clay roof tiles; Development Review No. PIL 2015-34 Page 6 of 9 ® Fagade details, such as limestone garage door trims, and limestone fascia and corbels; ® Proportionate aluminum clad windows; ® Balustrade railing; ® Front porch supported by limestone finish Corinthian columns; and ® Natural colors used to highlight architectural details and integrate with the landscape. The applicant is proposing to use a variety of colors and materials to create character and articulation. The fagade of the house will have a smooth trowel stucco finish and aluminum clad window framing throughout the fenestration pattern. The scale and proportions of the proposed home are well balanced and appropriate for the site. Landscaping: In addition to having a formal and classical garden design, landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front yard, a variety of five -gallon shrubs such as Japanese Boxwood and Fortnight Lilies are complemented with a mix of other shrubs and ground cover along a driveway and a walkway with decorative pavers. Also, a variety of evergreen trees will be planted in throughout the property, including 24 -inch box California Pepper trees and 36 -inch box Swan Hill Olive trees. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Compliance with Hillside Management Ordinance (DBIVIC Section 22.22) The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. The project site was designed with: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; and all interior facing retaining walls not associated with a building pad are at a maximum exposed height of six feet; ® Split pads are used to step down the natural slope; Earth tone building materials and color schemes are used that blend in with the natural landscape; and The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Development Review No. PL 2015-34 Page 7 of 9 0 if 0 . 4 11 Mom I 0=0 The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views from adjacent properties since the homes on both adjoining sides of the property are located toward the front of the lot and homes situated on properties adjacent to the rear half of the lot are on higher building pad elevations. The project incorporates the principles of the City's Residential Design Guidelines as follows: • The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; • 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; • Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as gable, hip, and valley roofs; • 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; • Large wall expanses without windows or doors are avoided; • The exterior finish materials and colors blend with the natural environment; • Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and • Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. 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. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On August 14, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Development Review No. PL 2015-34 Page 8 of 9 Public Comments Received No comments have been received as of the publication date of this report. ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: Reviewed by: ?spino Greg Gubman, AICP nt Planner Community Development Director Attachments: 1. Draft Resolution No. 2015 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans 3. Color and Material Board Development Review No. PL 2015-34 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. 2015 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-34 TO CONSTRUCT A NEW 10,724 SQUARE -FOOT, MULTI- LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 3,125 SQUARE - FOOT GARAGE ON A 57,935 GROSS SQUARE -FOOT (1.33 GROSS ACRES) LOT LOCATED AT 2488 ALAMO HEIGHTS ROAD, DIAMOND BAR, CA 91765 (APN 8713-028-003). A. RECITALS The property owner, Richard Wang, and applicant, David Lilyquist, have filed an application for Development Review No. PL2015-34 to construct a new 10,724 square -foot, multi-level, single-family residence with an attached 3,125 square -foot garage located at 2488 Alamo Heights Road, Diamond Bar, County of Los Angeles, California. 2. The subject property is made up of one parcel totaling 57,935 gross square feet (1.33 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal description of the subject property is Lot 118 of Tract 30578. The Assessor's Parcel Number is 8713-028-003. 4. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Also, public notices were posted at the project site and the City's three designated community posting sites. On August 14, 2015, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. 5. On August 25, 2015, 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. NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (new construction of a 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) Sections 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 10, 724 square feet of floor area; 3,125 square -foot garage area, and 1,128 square feet of porch/balcony/deck/loggia areas is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as clay roof tiles on predominantly hip and valley roof pitches, smooth trowel stucco exterior wall finish with aluminum clad window framing throughout the fenestration pattern; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of 2 Planning Commission Resolution No. 2015 -XX 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 new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in an Italianate (Palladian architecture emphasizing symmetry and classical form) style of architecture with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. 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 new single-family home is reminiscent of Italianate (Palladian architecture emphasizing symmetry and classical form) influences. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as clay roof tile, smooth trowel stucco exterior wall finish with aluminum clad window framing throughout the fenestration pattern. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 3 Planning Commission Resolution No. 2015 -XX 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (new construction of a 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: Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be finished and capped with a smooth trowel stucco application to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval. 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance. 5. Prior to the issuance of a demolition, grading or building permit, the existing Black Walnut tree shall be enclosed by chain link fencing with a minimum height of five feet or by another protective barrier approved by the Community Development Director. The protective barriershall be placed at least five (5) feet outside the drip line of the tree to also protect the existing surrounding grade. The fencing plan shall be shown on the grading plan and other applicable construction documents and the Planning Division shall be contacted to conduct a site visit prior to commencement of any work to ensure this condition is met. 6. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. 4 Planning Commission Resolution No. 2015 -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, Richard Wang, 1200 S. Diamond Bar Blvd., #101, Diamond Bar, CA 91765, and applicant, David Lilyquist, P.O. Box 3294, Dana Point, CA 92629. APPROVED AND ADOPTED THIS 25th DAY OF AUGUST 2015, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. M Ruth Low, Chairperson 1, 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 25th day of August, 2015, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2015 -XX COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-34 SUBJECT: To construct a new 10,724 square -foot, multi-level, single-family residence with an attached 3,125 square -foot garage. PROPERTY Richard Wang OWNER: 1200 S. Diamond Bar Blvd., #101 Diamond Bar, CA 91765 APPLICANT: David Lilyquist P.O. Box 3294 Dana Point, CA 92629 LOCATION: 2488 Alamo Heights Road, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. 1. 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. PL2015-34 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (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. 6 Planning Commission Resolution No. 2015 -XX 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. PL2015-34, 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. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS 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 7 Planning Commission Resolution No. 2015 -XX 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. PL2015-34 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. •_1J_k►91401� 1. This approval is to construct a new 10,724 square -foot, multi-level, single-family residence with an attached 3,125 square -foot garage at 2488 Alamo Heights Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 8 Planning Commission Resolution No. 2015 -XX 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. 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 Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. 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. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. 9 Planning Commission Resolution No. 2015 -XX d. 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. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. 111. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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. 2. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one 10 Planning Commission Resolution No. 2015 -XX acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 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. Upon approval of the geotechnical report, 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 of Diamond Bar Municipal Code Section 22.22.080 -Grading. 4. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 5. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the fenced area shall be locked whenever the construction site is not supervised. 6. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 7. 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. 11 Planning Commission Resolution No. 2015 -XX 8. 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. 9. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued concurrently with grading permits. 10. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 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. 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. Will Serve Letters shall be submitted stating that adequate facilities are or will be available to serve the proposed project shall be submitted to the City from all utilities such as, but not limited to, phone, gas, water, electric, and cable. 3. Applicant shall relocate and underground any existing on-site utilities to the satisfaction of the City Engineer and the respective utility owner. 4. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. 41MUMUffame _111MAMMAII 14 N I I" M i I = J:* 0) M -81 ZAKOJ N W 4 F -Al 0 M MWITA I I m a I m 1:0161 M • 10 MIM16i 011 W I I Lei 01M, 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., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for Cal Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. 12 Planning Commission Resolution No. 2015 -XX 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. The Day Room shall not be construed to be a separate dwelling unit. 4. The basement shall not be used for any habitable space unless specifically designed and approved by Building and Safety. Light and ventilation shall be provided to the satisfaction of Building and Safety. 11111 Jill, ... The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 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 pool, spa, detached trellises, fountains, and retaining walls" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. c. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. 13 Planning Commission Resolution No. 2015 -XX f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix 6105.1. 9. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 11. 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. 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. 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. D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION 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 -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one - hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 14 Planning Commission Resolution No. 2015 -XX 4. Construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work shall be conducted Monday — Saturday between the hours of 7:00 a.m. and 7:00 p.m. 5. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 6. 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. 7. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 8. A height and setback survey may be required at completion of framing and foundations construction phases, respectively. 9. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.) 10. 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. 11. 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. 12. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 13. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 14.. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 15. 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. 16. 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. 17. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 18. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 15 Planning Commission Resolution No. 2015 -XX 19. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. 20. No work shall occur in the flood hazard area without approved plans from the City Engineer's office designed by a licensed civil engineer. 21. The "day room" shall not be used as a second unit or rented out for any purpose. The property shall remain a single family dwelling. F4,,TI T I] 16 Planning Commission Resolution No. 2015 -XX Newport Blend 1 USDU7040 Q0 59% CRRC ID: 0942-0160a Ref, .19 / Emit: .86 / SRI: 16 I Roof US Tile "Newport Blend" 6 Doors and Windows Sierra Pacific - "Bronze" alum. clad 5 Garage Door "Appalachian Brown" 2 Walls Smooth trowel stucco finish. P706 Manufacturer- Merlex 4 Door and Window Trim Limestone "Oatmeal Wash" 7 Ballusters Limestone "Oatmeal Wash" 8 Fascia Limestone "Oatmeal Wash" 9. Columns Limestone "Oatmeal Wash.... Mr. and Mrs. Richard Wang 2488 Alamo Heights Road Diamond Bar, Ca i 1 r--------------------------------------------------------------=------i I � I I qac 00 xacJ'nNibr � rsrnaauVK BUILDING �K Li . ae, 86' ' 59'T a" ry ` ---^'i'; �'•�` ��. `4{t`� -- �� t—veva—'� `�� vss; .- N ri� � �\\\� � _0 LLJ 1 .ij� yy C92.00<i BUILDING6' i � I 1 I i i I I I I I � I i I I / NDRTH % sCV / --------------------- cf s K3/u • ,� r�rwRz+G-rronl e w a'�++wxrrr �a¢E F�•�t�GrE. YKihl ale- 5 �%y�1 fX* up�sr, Hmr, , -r�i� µsrx•nca3t� : Ivi- . sr• --CRs�fxs�! s fan gr, Wit, - 1fry 44 t.ol' tk�✓�14�•l.� tat' yYZE % 99Abe ai'• (_G,051•Z%57,9D5% � 12� l.WFa41G1E- _.I.E•�.L tom! k7r 112x,?rteC .�lOs1}D 6Lz? (�•Y�Wt4 � ;' Q .snl� H�Ir S mor 01.4 FPt• ;1 P* -Z AIN 010-ozo-ov-17 RRVWONY W ay DGpin ry{=t5 �• ns EF A o Al Flu ci A2 Q I C., " t El L ---- r--7 rill -1 Ll US Tile. 2-pi—day h.-Jlim N-PnBf.d".1m S.—d. ...... Om—oki,101706 3 C.— Chl—q Caps ni S.— ilh ..fdl. W-K— P706NIM.j. T 4 Mq—d %Vi.d.. Tri. G..pD- Pninid Si— 11.66. L li- i ( I I ul ---------- I l T, j I 7. ki LE ij '-j LID.�_I�_] F��._. .IL. - L I ,gnr L L ----------- 1- / ,-/ -;T 55 1 a 0 L14 T" I Mmill MEMO - Ob '5 u rLNLi i. y - A5 r- Wax A6 At--,Te,—t,4 "A ;Sllk "pi—O.Y b -I tilt Smnndr —0 soon finish. PM, 3 Centum CLimnry C.P, st"Ca aidl mflilcs P706 KtMcx 4 N .... d Wi.d- TH. Li.,.— "0—.1 W.h" 5 G..p D— M.W "App.l.chi. B.,W' 6 D.—end Wind. - Si— N.M. J... d.d Linrestnne 0...1 W.W 8 F-1. & C.H,d, "im"l— W.h" 9. C.I.... RAII, rWA-rl4?H rwNT m �p I i -� � I `0 ri AIDVIOIONB 0Y E Q) A89 07� NORTH SITE PLAN SCALE: V=20' PLANTLEGEND TREES-VER77CAL EVERGREEN Cupressus sempervpons 1aYan Cypress -60.15 Gal.& 20-24' Box J \ Lyonothamnte f. ospienifell -Catagen fmnvrood324- Boz Trtswrb mef.d.Bftbsne 9-3.24' Box PALMS / Phoenix dacg4lfer Doto Polm4-17B.'LH. Chamaereps 1n n11s Medlwdenaon Fon Palm -7.24- Box Phoedx reebeionl4Plgmy D.1.P.1­6-15 Gel. ., NATIVETREES �Cagfomla Black Wowut to remaSMmtea In Pbce SHRUBS Agepanlhm arum -Ly Of The Nte55.1 GaL Agevo attenuate -Fox Tot Age -18.1 Gal. Anlgomnthos L'Bush Dawn' -Bush Down V-9amo Paw -37-1 Gal. Ard et phyfos d.'Howard McMlnn'-HowoN McMinn Mama 1l 255 Gd. Bums m. Japonlm,Iapanese Boxwood -80.5 GaL Carpenteda cdfumfm-Bush Anernwe 14.5 GaL Coamwus 8• hadzanwlls•Conncl Creeper -27.1 GoL gstus x p.'Sunsot'Sunset Rocboso-17-S Gd OLs0clus vegaW-Fortnlghl Uy,26S Gat. OOdoma v.'Purpurea'•Purpie Leafed Hopseed Sush-27.5 Gd. oyoo-l2S GaLrem.:b. oTy52.5 Get. Lavanduto c.'Munslead' Munsteed Lavender -265 Gal. Llgustmm luddum-Gbssy Pdva"M Gd. Muhienbergia dg—Deer Grsss•32.5 Got, PenniseWn s. Rubmm'-Purple Leaved Fountain Gra-265 Gd. Phomdum L Rainbow WanbM1Rdnbcw Waniar Now Uabnd flax-35-6GuL Rosa Tceberg'•WMw, Red, or Pink Ffodbunda Rose -52.5 GaL Rosmodnus o. Tuscan BIve-Tuscan Blue Rmenn yQ35 GaL Salvia devebndl-Geveland Ssgn-3B6 Gd. V� ESES NO SYMBOL Blgnonla violaua-Trumpet Vlne•15.5 GaL Bougdnvliea spp.-Boupi v%e 14.5 GaL Wisteria dnensLs-CNnese Wlstarin-4-5 Gal. ESPALLARS ON WALLS NOSYMBOL CeBandmkwa quYalom-Pink Powder Pug-2.5GeL GROUND COVER Chomoemelum nob&Romon ChamomEo-Rooted Cutllngs ® 12.O.C. Myoporum pandifogum-Myopomm•FWLs ®18' O.C. NO SYM80L Rosa'Red Carpet' -Red CmpO Roso-t GaL Q T O.C. Rosemadus 015dnags'P=tm1us'4Owad Rmrnory•Rooted Ceilings @ 10'0.C, Vodoeno'Homsstmd Puryle'-Hamoslesd P.Mle Verbena-Rcoled Cudfngs ®12.O.C. TURF QFestura owndo—'Morelhon ILB'-Marathon IIB Tud Type Td Feswe5,659 S.F.Sod PLANT MATERIAL MIX TREES TOTAL -135 -24.8-57 (49.6%) 20% Min. Roq'd. •15 GaL-138 (60.4%) 80% Max. Roq'd: SHRUBS TOTAL -451 -5 GaL-314 (70%) 70% Min. Raq'd. -1 GoL=137 (30%) 30%Max, Req d. GROUNDCOVER 100% Coverage vAft 2 yrs. Req'd. p i 07771- Architcclurc V �� E�Y'GP LANDSCAPE PLAN O1acePhJfoa:951.47656ee Co. k-No.3669 2488 Alamo Heights Road SHEET IOF4 Bna1 1.11d.119—con, TREES -EVERGREEN ACCENT 0 -­ eurepaa I— HB'. . HB 08ve•b. Box Sddnus molle-CaBfomlo Popp -2.24' Boz TREES -FLOWERING ACCENT Giadiww Ulacanlhos-Honey Locust-16-24'Box Koe —Wrie biptewa Chlnese Flame Tree•4.24' Box TREES-VER77CAL EVERGREEN Cupressus sempervpons 1aYan Cypress -60.15 Gal.& 20-24' Box J \ Lyonothamnte f. ospienifell -Catagen fmnvrood324- Boz Trtswrb mef.d.Bftbsne 9-3.24' Box PALMS / Phoenix dacg4lfer Doto Polm4-17B.'LH. Chamaereps 1n n11s Medlwdenaon Fon Palm -7.24- Box Phoedx reebeionl4Plgmy D.1.P.1­6-15 Gel. ., NATIVETREES �Cagfomla Black Wowut to remaSMmtea In Pbce SHRUBS Agepanlhm arum -Ly Of The Nte55.1 GaL Agevo attenuate -Fox Tot Age -18.1 Gal. Anlgomnthos L'Bush Dawn' -Bush Down V-9amo Paw -37-1 Gal. Ard et phyfos d.'Howard McMlnn'-HowoN McMinn Mama 1l 255 Gd. Bums m. Japonlm,Iapanese Boxwood -80.5 GaL Carpenteda cdfumfm-Bush Anernwe 14.5 GaL Coamwus 8• hadzanwlls•Conncl Creeper -27.1 GoL gstus x p.'Sunsot'Sunset Rocboso-17-S Gd OLs0clus vegaW-Fortnlghl Uy,26S Gat. OOdoma v.'Purpurea'•Purpie Leafed Hopseed Sush-27.5 Gd. oyoo-l2S GaLrem.:b. oTy52.5 Get. Lavanduto c.'Munslead' Munsteed Lavender -265 Gal. Llgustmm luddum-Gbssy Pdva"M Gd. Muhienbergia dg—Deer Grsss•32.5 Got, PenniseWn s. Rubmm'-Purple Leaved Fountain Gra-265 Gd. Phomdum L Rainbow WanbM1Rdnbcw Waniar Now Uabnd flax-35-6GuL Rosa Tceberg'•WMw, Red, or Pink Ffodbunda Rose -52.5 GaL Rosmodnus o. Tuscan BIve-Tuscan Blue Rmenn yQ35 GaL Salvia devebndl-Geveland Ssgn-3B6 Gd. V� ESES NO SYMBOL Blgnonla violaua-Trumpet Vlne•15.5 GaL Bougdnvliea spp.-Boupi v%e 14.5 GaL Wisteria dnensLs-CNnese Wlstarin-4-5 Gal. ESPALLARS ON WALLS NOSYMBOL CeBandmkwa quYalom-Pink Powder Pug-2.5GeL GROUND COVER Chomoemelum nob&Romon ChamomEo-Rooted Cutllngs ® 12.O.C. Myoporum pandifogum-Myopomm•FWLs ®18' O.C. NO SYM80L Rosa'Red Carpet' -Red CmpO Roso-t GaL Q T O.C. Rosemadus 015dnags'P=tm1us'4Owad Rmrnory•Rooted Ceilings @ 10'0.C, Vodoeno'Homsstmd Puryle'-Hamoslesd P.Mle Verbena-Rcoled Cudfngs ®12.O.C. TURF QFestura owndo—'Morelhon ILB'-Marathon IIB Tud Type Td Feswe5,659 S.F.Sod PLANT MATERIAL MIX TREES TOTAL -135 -24.8-57 (49.6%) 20% Min. Roq'd. •15 GaL-138 (60.4%) 80% Max. Roq'd: SHRUBS TOTAL -451 -5 GaL-314 (70%) 70% Min. Raq'd. -1 GoL=137 (30%) 30%Max, Req d. GROUNDCOVER 100% Coverage vAft 2 yrs. Req'd. p i 07771- Architcclurc V �� E�Y'GP LANDSCAPE PLAN O1acePhJfoa:951.47656ee Co. k-No.3669 2488 Alamo Heights Road SHEET IOF4 Bna1 1.11d.119—con, 18'H. FINIS W/DI W.1. FE 42' GATE: x2 PL._._......._.. PILASTERS 7% NORTH SITE PLAN SCALE: 1" = 10' S'UTILTTY EASEMENT TYPICAL DIAhf'r I ENO AB -1881 CALCULATIONS: MAXIMUM APPLIED IRRIGATION AND PLANTING NOTES WATER ALLOWANCE TREES -VERTICAL EVERGREEN G 0Cap-Sue earepeWlrons4LTlan Cypre-60.15 Gal. 8 2024'Bx Ly—th.m., L aspbdfollus.CataMa lren-1544'Box Tdstodo confedaBdsbana Box W4' Box TREES•EVERGREENACCENT / OIeE au— .-a H --a 108 --a-6-36' Box IbA Schinus ma9E•Calfenda Pepper -2-24' Box 0.62 TREES -FLOWERING ACCENT 0.70 Giadlala Wannthos4lonoy Locusi-1624' Bax 34224 Koelreuleda bipinnala-CNnese Flame Tro4-24' Box TREES -VERTICAL EVERGREEN G 0Cap-Sue earepeWlrons4LTlan Cypre-60.15 Gal. 8 2024'Bx Ly—th.m., L aspbdfollus.CataMa lren-1544'Box Tdstodo confedaBdsbana Box W4' Box NATIVE TREES ` 1\ I Cdlf—J. Bleds Waked to remalnFmleet in Piece lR. SHRUBS Agap.Ml us OrIcanus411y Of The NBe55-1 Gd. All— allenu.I.Fax Te8A8ava-18-1 GEL Anlgozonthos L'Bush Davm'.Bush Oown Kangaroo Paw37.1 GEL Ardoslaphylos cL Howard McMinn'-Hoxanl McM[ftn Manrnaha-255 Gal. Buxus m.japonka•Jopanese Box..."" Got. Carponteda =1fondca•Sush Anerna-143 GEL Ceonothus g• hodzomels•Cemlal Cmaper-27-1 Gd. Ciztus x p.'Sunear-Sunsel Rockm -173 Gd. D6tictue vegetaFondghl Lly-265 Gat Code— v.7urpum.'-Purple LEafed Hopsoed Bush -27.5 Get. Hotemmdes a rhulffoia.ToyorM2-5 Got LEUNS nobllks•Sweel Bey -523 Gat Lavandda o. Wunetead'-Mumdoad Lwender-283 Gd. Ugushum luddum•Glossy Pdvot38.5 GEL Muhienborgia dgons.Door Graca32%5 GEL Pennisepm c.'Rul mm'Furpia Loaned Fountain Grass -255 GaL PbOaal m L'Italnbow WaMof-RaiMow--I NoW --nd Fl --Gd. Rose leaboW.Whle, Red, or Ptnk FloMunda Rose323 GaL Ro:nnul"s o. Tuscan Blue -Tuscan Blue Ro nmay23-5 Gd. S.M. .1evelandl-a valand Sage385 Gal VINES Bignonie v)alaceo-Trumpel Vlne iS5 Gd. NO SYMBOL BougdnvDee 6pp.Aougalnvllleo-t45 Gd. Mated. dna.dk CNnese VAsloda-a6 GEL ESPALIARS ON WALLS NO SYMBOL Caliandm lnoaqud to -Pink Powder PNR,2.5 Gd. GROUND COVER ChamoemeWm nobllo-Romaa Chamomle-Rooled Culings ® 12.O.C. Myopomer pawltollum-Myopamm•Flats @ 18"0 C. NO SYMBOL ROSE *Red Carper -Red Carpot Rose•i GBL ® 3' O.C. Rowandus oeldnWh -Pmdmtus'Awed Rosemaryiiooted Cuttings Q 18' O.C. Verbana'Homestaed Purpk'-Homestead Purple Vodwna-Rooled CulWgs Oa 12'O.C. TURF F.M.- amndowa'Mamlhon R. -Marathon HE TudType Tail Fescue -5.659 S.F: Sad 1) ALL WlD9Wa1GANDmWGA>pN6NALLC ORMTOTNE(NT)'WDUMONDW DODESAND REGU TONS. 3)ALLLMOSWxxiSN SEWWMNM.YOWN MOWNERSAGEM'. a) ALL PLANINGSIWLBECO APCDW NPROPERTYUNESOFi LOT. 4)IRRIGA M ANOPLANnNG9WW.DEN9TALL MPROMOTEEFFlCLErtFOSEOF WATER 61 ALLTREES WRtpNB'FT.OFWALLS•MROSRWEORBNlDNG65NA EC N9TALiED W RH AN APPROVED UNEM &0 OMRIER OOT CONRtOI BAANERSOR EO WL 01 ALLPLANLINGLOCAl10NEAREAPPRO�OMATECONRUCFORbNMLVOIRYALL LOGTgNs WITH THE ONTIEIi Ofl THE OWNE(I6REPRE9EHFATNE PtU7R TDPWHING.NG. >) ALLTRETO 6 S B EWHS UCWNDMWING5MDbPECaLCAGI B)TAILSA AND ECOHSTRUCipNaMW1NG6Ef FOR PLANTNCANDIRmGATION 9) TMLSAND SPE WmmrON9. a)TREEISA RENTMINANDV mom BE La FROrrs.uummura9. PQerrPOLES, Alp aR1VE APPROACHES AND S FROM FlRE HYOf WtFL. UTIUii E6 ANO PPOPERtt tNE4 NOmiEE6ALLOW4DN6WME6. 0) ALL 2i SLOPESSH4LL OE PLMJTED AND NAIDATED PER THE CNY OFGWADND BM COOESANO flECUtATpNS. it) ALLOUBGATION6YSfOA96NALL0ENbiALLEDV,TTHAOACKFtOW PREVErRION AS VALVED 6EPARAmY. ALL )PEDEEMNNTRAFFlCAREAs DrdV AY6 SHALL BE ME"MEE FROM WEEDS AND DEBRIS AND ONIMPON AND SH MCENE REGU 10)6EPARATE PERMDG ME REQUIRED FOR POOL. SPA. FOUNTAINS. EACH STRUCTURE RETMNNG WALLS. FENCES OVEF S IN HEIGM. AND ELEC GALES. MAWA a Maximum AppW Wale, Allowance (GALLONS) PALMS / Phot dx dadylfo-Dale PnInW-12' B.T.H. IbA Chamaemps humllb Medlemonean Fan PabnH7.24• Box 0.62 Phoodx mobalm&44jmy Date lxWmS-15 GaL NATIVE TREES ` 1\ I Cdlf—J. Bleds Waked to remalnFmleet in Piece lR. SHRUBS Agap.Ml us OrIcanus411y Of The NBe55-1 Gd. All— allenu.I.Fax Te8A8ava-18-1 GEL Anlgozonthos L'Bush Davm'.Bush Oown Kangaroo Paw37.1 GEL Ardoslaphylos cL Howard McMinn'-Hoxanl McM[ftn Manrnaha-255 Gal. Buxus m.japonka•Jopanese Box..."" Got. Carponteda =1fondca•Sush Anerna-143 GEL Ceonothus g• hodzomels•Cemlal Cmaper-27-1 Gd. Ciztus x p.'Sunear-Sunsel Rockm -173 Gd. D6tictue vegetaFondghl Lly-265 Gat Code— v.7urpum.'-Purple LEafed Hopsoed Bush -27.5 Get. Hotemmdes a rhulffoia.ToyorM2-5 Got LEUNS nobllks•Sweel Bey -523 Gat Lavandda o. Wunetead'-Mumdoad Lwender-283 Gd. Ugushum luddum•Glossy Pdvot38.5 GEL Muhienborgia dgons.Door Graca32%5 GEL Pennisepm c.'Rul mm'Furpia Loaned Fountain Grass -255 GaL PbOaal m L'Italnbow WaMof-RaiMow--I NoW --nd Fl --Gd. Rose leaboW.Whle, Red, or Ptnk FloMunda Rose323 GaL Ro:nnul"s o. Tuscan Blue -Tuscan Blue Ro nmay23-5 Gd. S.M. .1evelandl-a valand Sage385 Gal VINES Bignonie v)alaceo-Trumpel Vlne iS5 Gd. NO SYMBOL BougdnvDee 6pp.Aougalnvllleo-t45 Gd. Mated. dna.dk CNnese VAsloda-a6 GEL ESPALIARS ON WALLS NO SYMBOL Caliandm lnoaqud to -Pink Powder PNR,2.5 Gd. GROUND COVER ChamoemeWm nobllo-Romaa Chamomle-Rooled Culings ® 12.O.C. Myopomer pawltollum-Myopamm•Flats @ 18"0 C. NO SYMBOL ROSE *Red Carper -Red Carpot Rose•i GBL ® 3' O.C. Rowandus oeldnWh -Pmdmtus'Awed Rosemaryiiooted Cuttings Q 18' O.C. Verbana'Homestaed Purpk'-Homestead Purple Vodwna-Rooled CulWgs Oa 12'O.C. TURF F.M.- amndowa'Mamlhon R. -Marathon HE TudType Tail Fescue -5.659 S.F: Sad 1) ALL WlD9Wa1GANDmWGA>pN6NALLC ORMTOTNE(NT)'WDUMONDW DODESAND REGU TONS. 3)ALLLMOSWxxiSN SEWWMNM.YOWN MOWNERSAGEM'. a) ALL PLANINGSIWLBECO APCDW NPROPERTYUNESOFi LOT. 4)IRRIGA M ANOPLANnNG9WW.DEN9TALL MPROMOTEEFFlCLErtFOSEOF WATER 61 ALLTREES WRtpNB'FT.OFWALLS•MROSRWEORBNlDNG65NA EC N9TALiED W RH AN APPROVED UNEM &0 OMRIER OOT CONRtOI BAANERSOR EO WL 01 ALLPLANLINGLOCAl10NEAREAPPRO�OMATECONRUCFORbNMLVOIRYALL LOGTgNs WITH THE ONTIEIi Ofl THE OWNE(I6REPRE9EHFATNE PtU7R TDPWHING.NG. >) ALLTRETO 6 S B EWHS UCWNDMWING5MDbPECaLCAGI B)TAILSA AND ECOHSTRUCipNaMW1NG6Ef FOR PLANTNCANDIRmGATION 9) TMLSAND SPE WmmrON9. a)TREEISA RENTMINANDV mom BE La FROrrs.uummura9. PQerrPOLES, Alp aR1VE APPROACHES AND S FROM FlRE HYOf WtFL. UTIUii E6 ANO PPOPERtt tNE4 NOmiEE6ALLOW4DN6WME6. 0) ALL 2i SLOPESSH4LL OE PLMJTED AND NAIDATED PER THE CNY OFGWADND BM COOESANO flECUtATpNS. it) ALLOUBGATION6YSfOA96NALL0ENbiALLEDV,TTHAOACKFtOW PREVErRION AS VALVED 6EPARAmY. ALL )PEDEEMNNTRAFFlCAREAs DrdV AY6 SHALL BE ME"MEE FROM WEEDS AND DEBRIS AND ONIMPON AND SH MCENE REGU 10)6EPARATE PERMDG ME REQUIRED FOR POOL. SPA. FOUNTAINS. EACH STRUCTURE RETMNNG WALLS. FENCES OVEF S IN HEIGM. AND ELEC GALES. MAWA a Maximum AppW Wale, Allowance (GALLONS) MAWA a (ETo) x (042) x ((0,70 x LA) +(0.3 x SLA)) 0.62 EToa Reference Evapotranspiration(inches per year) 48,7 0,62 a Conversbn Fedor (Io golons per square (oot) 0.62 0.70 a ET Adjustment Factor (70% of Reference ET) 0.70 IA a Total Landscxpad Am.(squara feel) 34224 SLA- Special Landscape lues 0 TOTAL MAWA 738,204,8 AB -1881 CALCULATIONS: ESTIMATED APPLIED WATER USE BAWL - Estimated Applied Water Use by Hydrozone (GALLONS) ET* ° pnchas per year) 49.7 Conversion Fodor 0.62 a (ra gallons per square fool) 0.62 PF a Plant Fader (Kc) Hydrazone SpedBc HA a Hydrazone Amo HydrezanE Spedllc IE a Ifigation Effldency Hydrazone Swtn. SLA a Special Landscape Area 1 0 Hyd—a. EAWU- Total 5,658.0 0� TOTAL EAWU 555,5784 LANDSCAPE PLAN W6;:w 2488 Alamo Heights Road SNEEr20F4 Landscape Architecture d 0111- PhdFox, 951.6765688 Co. Lk. No. 3669 Enrol: Io11MARtmln.COm a TURF GRASS PATIO SHELTER STEPPING PADS STEPS UPFORMAL GARDEN - EXISTING COTTONW001 EUCALYPTUS CALIFORNIA PEP - TO BE EVALW FOR REMOVA TYPICAL ooaoaaaoa0000000a JT `♦��♦.♦���♦�♦2 ♦♦♦♦♦c♦ „♦. r♦♦�I�-���v y�rC�. o.y%iaX oTo3a �lo,�� _ osoo,, .:o7,\�,r �• _ oy�.•...�..r^:r ° ..9o1 ?4 ..:i -t �c\�'�1y. � ►.�.,7...... �,.- ON a --, f'� t 1�T i 4�7^�•+r T.,'2`l �,r - i i �rkEa,` li(rrte■�a �r y5 I� -i y, �aN.,�.,:y.0-. .a •L } �,'. \\., `'•>`✓Ni a-e;,�,.:, •� .� rti• �� � i.:r iC.T �!\�; �■B■ / •w/�tia�,Yrr� \1 :.. ,..:...a_ra�.._ _. sa• � 1*"'.•� ,�� s.: 3.'� i ��♦ y� �I, a� •t ri`���i�+� ill bey .lr�1.�V,' / ♦/isrll ����i�r \ �. i♦ • .�� � v \ :N►I "-A\ a t;/r 1 ' O,a_ v...,.. � ■ ■�'�►� ` t► o♦ '�� � .1 �i•+r�.illb� jF ,v ►.b �• s2 } � •L���,� f 1 !lr�♦� ee F� Fo „ r 1 1 _ f� . �l®�.to! /�.�iw+� : _. �yy N �\ � , i� �.��.�1 -L �f s �, R � r . •►�►R '-1,.:•p�xAi i��/\ ,�; 57.1 7l F;' alr ' . • � 1 `C 1�♦��♦♦�:�a�� CZAR �♦♦♦ � ♦♦ ♦♦♦� 'Ai! jei`e7 IMI) I I i I � �,r. �.r�/i\`� �� �i♦i ►';O-•♦-r♦�♦-.♦�•rr� a�i�iD•'i�Pi�i�i�i'D'� i♦♦♦e` ♦♦♦� aR;aReR�teRalaR• n;at,�Ralal4tdlt: �1�.•-;rte •�-- ,r,♦♦♦ ♦ ♦♦♦ ♦♦ ♦♦♦♦ ♦Di ♦♦♦♦♦ Eli ►♦♦♦ �r ix k dk 9t to, F i►�i r ♦ �♦♦�A��♦♦�♦�8��►�►♦.�JA1►��, ! a I►♦♦♦♦e� ♦♦♦'�� �■�I .ee'llnr �r �y _ �►oR dk 9t!►a!� i ♦♦♦1 ►<�.`�♦ �I=, lttkptar'vly -!tr!.;ItakvRji'�� � ♦� fid r, - ..-.i.-v _..-,a_v 1 J7r i rte♦ e♦` �.♦ n..rF ly :.y . 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I`-lv • � r %v ►..kL` � ,. r j }T,�,y1 } `'1' ly •�► ♦♦♦ 11 I�� - _. . � \ � � �1. ♦♦♦♦♦♦.LIM'.''."-�1 ,♦mfr♦�� ,1fi - + `� �, .maOR h i�i�►♦e �IIIPJn7c• � • emelt r��./.�/ '/ .. � III I , � �����/♦+♦♦:♦�-.♦:�♦♦♦♦♦♦e♦ i�♦� �♦^.I •0 l,1 . `Q � _ !_'A!►._a �dL..a _ �. ,�r ` � s• + .�i'�/\�.I �/\� i \ �1\\ ,, `n rrs ,�*!, �i'�♦�♦♦♦!►♦♦� .♦.� •. !♦,.ms, s s/ ���typ��A�♦♦�♦��,►\♦��O�Q� v/.♦I♦i z��rR.tg% Lt-t �:� t►��•�e+e"a�� r ; r:'-:�,`•,���♦,� •-T9:e`�q,"�•/\\i/;�°'� .v:�,••, �F::'''.R, r:yi�i��r't-vim v. x'17 �!r.>'a � � �' .♦��.♦^r♦�♦-���♦.♦•.♦•.♦^w♦'n♦•.♦.♦w♦�♦•w�wj� , :�,��, ,,l ,;err., l" , �' �±w,Nrn. ya�'d,.•7.•��.�..4 �_• s ,.: = L, y`�r r� � rc;?�Yv r, Lr, -.c "�`" '��=r.;; _ -rv_ �. r� ., f ��♦d����♦�����fa���♦���!��'O?�'`'tr►i/ic+��f �r�� ` +,;ter , A,r�jm t.►.. r., r.,, , ,,,, i.C• i,, f o'o�00000a00000.0o_aeii�_�_��� �► ,.�L..-�•_ Ap PLANTLEGENDCALCULATIONS., MAXIMUM APPLIED IRRIGATION AND PLANTING NOTES WATERALLOWANCETREES--VERGREENACCEAfT SHRUBS VINES 2 MAWA - (ETo) x (0.62) x 1(0.70 x LA) + (0,3 x SLA)l Aijapenthes.rdown-1-11yofThe Hile-55-1 Gal. Signonlav[Dlama-Tmmpa[Vin�15.SGW, 4) ET.- R.I.... EptranspInAltut ileche. pB,y..,) 49.7 Schines moll&�,Rlfcmla Pepper -2-24- Box Agaye.onote.Fgar Tell Aga ­11I.1 Gal. NOSYMBOL BoulainvIllea 5PP-BougaInvil-14-5 GaL 5) � TREES wm`N v FT. OF w�. sx� 0.62 - Cme-lon Faster (I. Bell- p -tions 0.62 Anigosa thas I. 'Bush D -W -Bush Dam Kongamo P-37-1 Gal. Wistarla simends-Chinese Wlskul.�S Gal. mRt AN"PROVEDUNEARNO PJAREA ROOTCONTROL SAIIIII-03 Em� no Ar,1,11,phow d. 'H -d McMirse-Ho-rel McMinn Mmumnlia�25-5 Gal. 0.70 - ET Adjustment Fact., (70%.f R.I.. 0.70 Bux-n%ja nIca4apmmwBox­odaMGaL LA - Total Landscaped Am. (equana (W) 34,224 po TREES41.0111FRING ACCENT Carpentaria collimpl-Bush Amenume-1 4.5 Gal. ESPALIARS ON WALLE WER TO tANaSWE COMMUCITON DfAMNG BETTOR P�NGAND WsKokTION Comm"Be 0. apal-27-I Gal. DETAILS �D �CIFIZ�TKWS. SLA = Special Landscape Am.7GIDdlida tria-Ife-Honey Lowst-16-24* Box Cist. . p. *Smawr-Summl Roalov"'17-6 GEL NO SYMBOL Calb.d. lmmq.IIatm.411.k P -der PO4-5 Gal. - ORVE -CuualES AND F FRW FIRE HTV�5. UTIUME AND PROPERITV UNES. TOTAL MAWA 738.204.8Koelmutada b1pirmahChinese Flarma T-4-24, Box Dodorma VlewpuraW-Pmpl. Ue.[ad Hopseed Sush-27-5 Gal. ID) at SLWEEEN� BE PlJVITSD AND IRRIGATED Ke THE CITY .1 DI -010 W NATIVE TREES California Black Walnut 1. mmatrvPRAW In Place T + i EiRroGnno sys EM a wiA soAB-1881 CALCULATIONS: ESTIMATED APPLIED OR SPRINIQER HERDS CONTAWWG CM. IAGE WATER USE Roma TURF AREM VKVEDAEPMATELY, NL EAWU- Estimated Applied Water Use by Hydrozone(GALLONS) A EM ADJACEM TO PEDE6TNM' TRMFlC METS FUEL t'1U SWEMCHRECTAGREEe TOC KYW Tiff CWTEIaAOFORDINANCEH0. 07rNeB)MDTDAPPLYTHE CratES 1R FORTHE EFFlGEM USE OF WRYER W n1E iRR1cRnDH DFsrcNmnra B) a EPMATE PERMRG ARE REQUIRED Fqt PODL, SPA, FOVM.V Ili: FACN STRUGRrRE. RETAWING WAtle. FENtff50VEfl 6 W HEIGHT. Nra EIEGTWC GRTEE ET, = (Inches per Yaor) 49.7 TREES -VERTICAL EVERGREEN 0'62 Lowndula a.'Munstoatl'-Munstuod Lowndar-26S Gal. Chamaemefum nobile-Roman Chamom9e•Rwlad Coings @ 12' O.C. HA = Hydrazone Area Hydrozoa' Specific IE hdgalbn EfOciency UO.Bors lucidum4los.y P&WS63 Gal Myoporom pervlfoll-Myopomm Hats @ 18' O.C. 0 Cupressus sempoMrans4WlWn CyprossS0.16 Ga1.820.24'Box Muhlonborgla dim -Dear Gmss-32.6 Gal Pa NO SYMBOL Ross 'Red Corpor-Red Carpel Rosa -1 Gal. @ T O.C. �1""G„ niseture.'Rubrum'-Purple Lawed Fountain Gra-256 Gal. L'RWhIle, Wd,oY-Rn Now 2eaGnd FW z -35S GaL Rosemadus'"do"'-prosbalus'-DWad Rosema arbon -R pledCuttings @ 1B' O.C. Vorbena'Homesteod Purpfo'-Homesteotl Puryk Verbena -Rooted Cultlngs @ 12' O.C. Jsiis®11 Lyonolhamnus (. asplanlfoBus�Catetnn Ironxvad.r24' Box 2TWRi4- RosePlem".. Roso 7ceberg:WNle, Red, or Pink Fbdbunde RoseSZS GW. Flag undo R TdsWnla mnfana-Brlsbana Box3.24' Box w 0 Rosrtwdnus o. Tuscan Bina-7uswn Blue Rosemary -23-5 GaL S.M..1-landl4CI-ImN Saga38-5 Gal. TURF Co. Lk. No.3668 2 Ernest: IaIrlmll m.mm 3 Fosluca aruntlgcea'MamlMn IIE'-htemfhan HE Turt Type Tal FesweS,659 ..-Sod W PALMS PhoeNx dac yllfara-Oata Palm,44Z B.TJL Chamaarops hu -L Madllenanaan Fan Palm?-24'box Phoenix roebelenll-Plgmy Dale Pa1m-8-15 GeL NATIVE TREES California Black Walnut 1. mmatrvPRAW In Place T + i EiRroGnno sys EM a wiA soAB-1881 CALCULATIONS: ESTIMATED APPLIED OR SPRINIQER HERDS CONTAWWG CM. IAGE WATER USE Roma TURF AREM VKVEDAEPMATELY, NL EAWU- Estimated Applied Water Use by Hydrozone(GALLONS) A EM ADJACEM TO PEDE6TNM' TRMFlC METS FUEL t'1U SWEMCHRECTAGREEe TOC KYW Tiff CWTEIaAOFORDINANCEH0. 07rNeB)MDTDAPPLYTHE CratES 1R FORTHE EFFlGEM USE OF WRYER W n1E iRR1cRnDH DFsrcNmnra B) a EPMATE PERMRG ARE REQUIRED Fqt PODL, SPA, FOVM.V Ili: FACN STRUGRrRE. RETAWING WAtle. FENtff50VEfl 6 W HEIGHT. Nra EIEGTWC GRTEE ET, = (Inches per Yaor) 49.7 Co-mlon Factor 0.62 (W gatmns per a l -re feet) 0'62 PF - Plant Fador(Kc) Hydrazone Specific HA = Hydrazone Area Hydrozoa' Specific IE hdgalbn EfOciency Hydrazone Specific SLA Special LandecopeAroa 0 EAWU- (ETe) x (0.62) z ((TOTAL SUM OF PF z HAI IE) +(SLA)J TOTAI. EAWU 565,578.6 p � LANDSCAPE PLAN 2488 Alamo Heights Road SHEET30F4 h R1 LL h i a EL 0 Landscape Architecture S w 0 OIBca Ph./FOx: 851.6765688 Co. Lk. No.3668 2 Ernest: IaIrlmll m.mm 3 W STREETI HOUSE SECTION SCALE: 3116" = 1'-0" REAR YARD SECTION SCALE: 3/16" =1'-0" LANDSCAPE PLAN 2488 Alamo Heights Road SHEET 4 OF 4 Landscape Ar , hitecturc 4 010ce Ph./F= 751.6765688 Co. Lk. Na. 3669 E—L I.M.119—c— GRADTNGNOTES These notes are to be Included on all plans where Eroding emurn. I. AD work Ball be In acconlanc s with the grading code of the City of Diamond Bar sad any spwial requirearmts of ttlepetmit. Whm rtfawcedon the pbr, a mpy ofEMA standard plans shag Alm be retained on dee site. Z. Grading shall not be stadd without fust notifying the City Building OftciaL A Provide meeting on site is required before the amts of grading with the fallowing people present: owner, Costing contractor, design civil an&=, Boil urginea, engineering gmlogiet, City Building Official, and wbm requited the archaeologist, paleontologist, and mfwriaL The grading contractor shall have the bound;oy of to grading arca staked for the pmE rade meeting Inness waived by the Building Official. The mquimd impactions for grading and erosion compel will be exp4ind at the meeting. 3. Approved copies of site grading and reunion control plans stall be an the permitted site while work it in progress. 4. Cut toed Ill elopes daft be u .leap- than 2 -foot horizontal to 1 -foot vertical (L•1) cxecpt where specifically approved othe wim 5. Fills Abell be compacted throughout to a minimum of 901.4 relative compaction. Aggrogmo base for asholde arcs shall be compacted to a minimum oP97% relative compaction. Maximum density and field density shell be datermired by mrlionlly recognized s armlards. 6. Areas to receive fill shall be property prepared and approved in writing by the soil urginea prior to placing fill. 7. Fills droll be beached into competent material pa details or m directed by the toils eosba er. 8. All existing fills shell be approved by to sells m0incer or ra=ved prior to placing additional fills 9. Any existing urigadm litw and cisterns stall be removed, u crash in place, and Approved by sells cagimxr. ID. The Building Official shall approve stock piling ofexces material prior to mxcavudun. 11. All bruchbmmekfiile lmD be tested and gmprovd by the coil engineer pa the grading code. 12. The engineering geologist and mil cngmcer sball, alter clewing and prior to tie placement of fill in canyons, impact each canyon for ¢rens of adverse stability and to determine the ptemnc: or Absence of nobsarlaee water or spring flow. If needed, sub-dnine will be designed and constructed priorm the plammwtof fill in each respective canym. 13. All cut dopes shalfbe investigated bath timing Ind after grading by the engineering gwlogist to determine Tracy slope stabilityproblem exists. Should =mvatim disclose any geological bmards orpoicatid gcologiml l-rds, the engineering geoingist shall suhmit recommended treatment to the Buiidmg Officil for approval. 14 15 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. Where support or butaaging of cot and natural elopes is determined to be necessary by the engineering geologist and soil exgimter, the off engrnea stall submit dsign, lontionr, and calculations to the Building Official prior to construction. The eagineering geologist pad sofl cagineac shall bnpoct and control the a®stmctim of Du hammering and ce ifyto the smbilityof the slope and adjaren snactma uponoompiciot. When cut pads me brought to near grade, the enginearng geologist loll determine if the bedrock is estensivoly, Battered or faulted ml will readily transmit water. If considered accessary by the enginaahng geologic aid wR eaginea, n compacted Ell blanket will be placed. The athgroming geologist shall perform periodic inspections and mbult a complete report and map upon completion ofmugb grading. The compaction repro and approved tum the roil eagineer shall indicate the type of field -Lasing Performed. Fast test shall be identified with the method of obtaining the hi -place derhnhy, whether sand cane or drive ring and shall be m motel for each test. The Aug engiaca and cagimwcdng geologist abaD parfums sufficient Inspections and be asibble during grading and catutractim to verify, compliance with the plans, specifcwions and the code wrmhm their purview. The civil engineer shall be mailable during grading to verify compliance with the plans, slecitoatuna, code and soy apodal oemditiaas of rte pewit within their purview. The petmittw is mporibility for dust control measures. Sanitary ftcWtics drill be m-inLtiad an the sin The location and protection sill nYdhies is the respoasibifiry ofthe petmrt ass. Appmvcd protective measurer and tamp -my drainage provisions shall be used to protect adjoining p rode-cs doting grading. Any existing water wells shall be abandoned in complionce with the specifications approved by the Cityof Diamond Bar Any existing cesspools and aeptic (auks shall be abandoned in compliance with toe Uniform Plumbing Code to the approval tithe City BuTdmg Official, Prior to final approval, the civil engineer shall certify to the Building Official the moount of earth moved during the grading operation, 27. All concrete stuctmrs that come in eontem with dee on-site soils shall be constructed with typo -5 cement. corms deemed mmeeesary by solvable sulphatecomeat Pests, conducted by the wD engineer. 28. Export soil must be transported to a legal dump or to a permitted sits, 29.. Slopes exceeding five fed i3 height shag be planted with as approved plant mated -1. In addition, slopes exceeding 15 feet in height shall be provided with an appmvd imigatm s),stem, linins otherwise approved by the Building Official DIGALERT masa suture arae - -,., eusomu ATfptmou s Mem, is mE Post E tripler w nAOERtia.le AICm161gi MItNI OA N A nGTnl1 same- PA rMCN G !Matte air elle Alai nA a, DW. TD -L FREE * rREE s 10 a PA4PAD'Snrei. NE Crau elnP! OF9,{� TNM 1 -BOD -4,72-4133 uKutmaum scant muga To coin cox. r r nor V nY v E Axel FKarrm - w WfAIE MIM MR dal AT LL, TmJ &Ara g PCAW1aW NE -am, 9ewl. wary lett EffoRE 1me OIC tocu,Ciiar AsEneaJao war am N t -feral -4x " S1. 30. The grading contractor shall submit a statement of eamplinmce to the approved grading plan prior to fuel approval. 31. Asphalt geeticng must be as follows: Parsing stalls s T' AnC over G'AIA drives 3" A/C over 10" (comm) 12" (industrial) or the soft =*= shall submit, pavement =Dan recommendations for approval basad on "R." value unalysia of the sub -grade togs and expected traffic indices. 32. Prelimhnmy toil And geology and all anbsequant reports As approved by the City are conxlelmed a part of the approved grading ptm 33. AD mdsting. drainage courses through this title sbll remain in nahuil condition unfit hcilitia to handle storm water are approved by the Building Official; haweva, in any cost the permittee shall be held liable for any damage due to obstructing natural drainage odtems. 34. Grading operations including mainm"u"ricr of equipment shall not be conducted between this hears of 6:00 P.K and 7:00 A.M. daily oran Saturdays ar Sundays. 35. Roof drainage systems shall be instilled ire a manner tominimize erosion of slopes. Roof drainage should be dissipated into the ground on the subject propaty whenever possible. 36. The portables droll give reasonable notice to the owner of adjoining lands and buildings prior to beginning texavationa, which may affect the lateral and subjacent support of the adjoining property. The =tics shall state the immded depth of camvation Wait when the excavation will commence. The adjoining owner All be allowed at least 30 days and reasonable acceas ou the Permitted property To protea his At mere, ifhsw desires, Mess othawlae pmteetd by Itw. 37. NOT USED 31L Prior to final approval cribs grading the mcpbndble civil midecer must notify that the grading was done in compliance with the approved pian: 39. In coat of ®agency call:_._ at( NOTES TO OWNER, CONTRACTOR & ARCHITECT 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMTED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON PROJECT. 2. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 3. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHOULD BE CONDUCTED AND If SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES ill PROTECT THE UTILITIES OF STRUCTURES FOUND ON THE SITE AND M NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. 4. EARTHWORK AND OTHER CONSTRUCTION REM QUANTTES ARE ESTIMATES FOR AGENCY SUBMITTAL OF THIS PLAN AND ARE NOT TO BE USED FOR CONSTRUCTION COST ESTIMATES FOR BIDDING PURPOSES. CONTRACTORS) M DEVELOP OWN OUANTTRES FOR BIDDING PURPOSES. S. A SOILS INVESTIGATION MUST BE MADE BY A OUAUFIED SOILS ENGINEER AND/OR GEOLOGIST. SOILS AND EARTH ACCEPTABILITY ARE NOT UNDER PERVIEW OR THE RESPONSIBILITY OF DESIGN ENGINEER FOR THIS PIAN. ALPINE CONSULTANTS, INC. DOES NOT TEST OR OBSERVE SOILS CONDITIONS PRIOR T0, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBIL17Y FOR SOILS (EARTH) STRUCTURES. 6. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY /S TO THE FINAL CONSTRUCTED PROJECT. THE SIGNATORY ENGINEER WELL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THE CONSTRUCTION OF THIS PROJECT IF THE STAKING HAD BEEN DONE BY SURVEY CREWS UNDER MS DIRECT SUPERVISION. 7. AS EASEMENT SEARCH WAS NOT CONDUCTED FOR THIS PROJECT. EASEMENTS MAY EXISTING ON THIS SITE OTHER THAN THOSE SHOWN ON THIS PUN (IF ANY ARE SHOWN), THE OWNER/ARCHITECT IS RESPONSIBLE FOR HAVING A TIRE COMPANY RESEARCH EASEMENTS. 8. ALL RETAIMNG WALL DESIGNS, T.W., T.R. STRUCTURAL, THICKNESS, SUBDRAINS, ETC. ARE TO BE BUILT PER STRUCTURAL ENGINEER, AND NOT BY INFORMATION SHOWN ON THIS PLAN. DESIGN OF RETAINING WALLS IS BY OTHERS, NOT BY ALPINE CONSULTANTS, INC. 9. ALL SURFACE DRAINAGE, INCLUDING SHEET, SWALE OR DRAINAGE PIPES WILL NEED M BE MAINTAINED FOR THE LIFE OF THE PROJECT. R IS UP TO THE OWNER OF THE PROPERTY TO PERIODICALLY INSPECT AND MAINTAIN THE DRAINAGE TO ASSURE THAT NO BLOCKAGE OCCURS. CARE SHOULD BE TAKEN SO AS M NOT OVERWATER, THEREBY CAUSING SOIL SATURATION. EROSION CONTROL STANDARDS These notes are to be included on all plane where erosion control is required Ernslon control gvstem 1, The faces of cut and RD slopes and project rite soli be prepared and maintained at dl times to control ugaisut erosion in Accordance widh than standards. Where cut lopes are not wbject to emsiondue so the aosimo-rrsisfont character of ties measof , such protectlmt nay be omitted up® Approval by the Building Official. Earth thin tr generated during foundation excavation must not be placed on slopes; it smut either be removed from the site or cored on-site is an approved locatian that will not rave nasion or drdmage problems. 2. Where rtecemary, temporary, o al/or permanent erosion control devices or methods, as approved by the Building Official, &hall be employed to cannot erosion and provide safety. Sediment shell be retained an site. 3. Nobuilding or grading work will be allowed an any building or grading silo under pends unless an erosion cannot system has been approved and installed orwaivd by The Building Official. 4. Paved streets, sidewalks, and other improvemaito shod be maintained In a new Aad class condition foto Of loam soil, cOnSmtdion debris and nsah. Street scooping or other equally effective mean; lull be used an a regular basis to prevent construction nen-off of arm= Bows flan carrying sediment and debris outside the Project boundaries. Worming chail only be used to clean streets except when all storm drain are blacked and when all waW-water is recovered No warb-waser may nota tits, corm draft. S. The civil engineer or other qualified Individual who prepared the grading or building plan slats be maporsible forinspection and modifrca im of ache erasion control devices, As necessary. 6. A properly designed storm -water deslithtg basin should be used whatever possible at drainage outlets from the consanntim aim Desibing basins must remove ail sediment prior to discharging storm water from the aide. 7. Equipm m and workers far ematgcncy wank shalt be made available at all times. ?ksesaay materials soli be available on-site unit stockpiled at comesltent loradmns to fnn'tiusa, rapid construction of temporary devices wham nun is i-fiecrAt S. Erolon protection shit coastal of temporuy slope stabilizatim mauril or the offemive pl®fing d all slopes In excess of five (5) lira high unless otherwise approved by the Building OffidaL Slopes exceeding fife m (I5) feel high may require cot adequate sp inda system, a determined by the Building' O13icied. 9. The erosion control provisions slid take into === drainage ponarno during the current and forum phases of grading or building. 10. AB removable protective devices shell be in place in the ad of each worldng dry whey ties five (5) day rain probability forecast exceeds forty (40) paccaL 11.Omded arras must drain away from the few of slopes at the conclusion of each working day, Drainage must be dirrencd toward disiltng facilities. Frosloe central dans Bruton =1101 measures shell be Implemented each year for projects under a grading or building permit The erosion control meanucs may be waived for building or Ling projects an single residential lot pmjc= Providing flim an aoaion control system, meeting the approval orthe Building OBici ti. has, bases insudisd, placed, planted, a, the Project dee not need erosion control. Erosion control maintenmee 1. Prior to each minatosm the oosio s control system shall be inspected and deficiencies cornetist. 2. After each rinno=t, sir and debris shalt be rammed from check beans and dedhing basins and the basins pumped dry•. Only elm water from the basins cera be pumped to the storm drains. (filter nustaial maybe used.) 3. Ager each minsimm, the performance of the erosion connoi system shall be evaluated and revised and repaired as necessary. 4. Devices sball not be mord in moiifid without the approval of the Wding Official. S. The connector shall be responsible and shall lake necessary precautions to pervem public ntspass onto areas where impounded water creates a laxaidor condition 6. Tllo contractor and pamltteo or project owner shalt be responsible for continual rnaimmimee of the devices. In the event of fllure or refined by the contractor, permtnw car project mvaa to ley maintain the devices, the Building Official may Came emergency malmeasnce wort to be done to protect adjscent pdvme and public property. The cost shall be charged m the owner med shall include ao initial mobilization oust plus the cost ddohhg the work 7. In the event the Building Official must cause emergency mlmem arse work to be done, be may savoke the building or grading permit in writing. The peanut shag net be smcwcd until an nasion central system approved by the Bolding Official is hirtlled and a fee of me -half the amount rapdrd for the original Permit paid by the owner. The Building Official may wive Installation of an codon control systemaf before October 1 mad Ater April 30. CONSTRUCTION NOTES: Q INSTL. 12" SO. INLET, NDS 1226 OR EQUAL 2Q INSTL 6" DIA. ATRIUM GRATE, NDS BO OR EQUAL Q INSTL 4" DIA. DECK DRAIN, NDS OR EQUAL Q INSTL 4" DIA. DRAIN PIPE, SDR 35 PVC Q INSTIL 6" DIA. DRAIN PIPE, SDR 35 PVC © PISTIL. B" DIA. DRAIN PIPE, SDR 35 PVC Q7 CONST. 3' WIDE X 18" DEEP CONC. V -DITCH © CONST. RIP RAP PAD LEGEND T.W. TOP OF WALL T.F. TOP OF FOOTING F.S. FINISH SURFACE F.G. FINISH GROUND F.F. FINISH FLOOR T.G. TOP OF GRATE B.W. BACK OF WALK T.C. TOP OF CURB T.B. TOP OF BERM G.F. GARAGE FLOOR F.L. FLOW UNE INV. INVERT s DS DOWNSPOUT G EXISTING ELEVATION 100.2 � `il) PROPOSED ELEVATION PA. PLANTER AREA EXISTING WALL ® PROP. GARDEN WALL PROP. RETAINING WALL EARTH QUANTITIES RAW CUT = 3700 CU. YDS. RAW FILL = 750 CU. YDS. LOT SIZE = 57,935 S.F. FINISH FLOOR TO HAVE 8* SEPARATION M DIRT AND 3' TO CONCRETE TO PROW WEEP SCREED. ANY SPECIAL CONDITIONS TO BE BY ARCHITECT AND/OR STRUCTURAL DESIGN & PLANS __j 1174 (65.58') IaLINV , 95 .0 9665 FL - , !8215 TW 9805 1G 2 1 *.0 ATRIUM SG�0I17.8 960LM 1HT 977 958 50 INV -7 E. _F nil _9800 TW 11.5 97 .00 117 9�0 975.04 974.3 FIG 3 5.7' 7 0 1 FG �972 961.80 1w 9 75 INV -7 ' �17OB 9 0 G FE:!6_2.4 IG\ I.Go 'd FS FS 0 G- 9"" WAI 29 TO ".0 2 972 INV 97 D� G N INV 2 723A \FS LLJ 97290 MV' 9750 TO > E 2 96.5 I r �E 0 �ER .,,:I N96O..5D INV 4 13' 97 974.00 INV 9 2% ------ 2 ----- AFS', 976.5 WAR 6,1 2z 7 LLJ mo 5 '.. ow w FS 2 973.00 ♦INV A _j LJ 91 1 [975.04 L J PobL-,By OTHERS I FF -)M.29 SEPARATE PERMIT. I FIN \97 .88 ABOVE \,o, E3 FS 4, X ABOVE SPA FF=975.29 96O.B2FI PAD= PAD- 97FS .25 7 9 - - - - - - ------ 960.74 � 2% §73!0 INV 3 975.0 TO &175:0.LG 974.00 INV 13, 3 9 �. INV 1 9 *To 1 974 953.25 INV 5 E:' 960.5 TO 2.* FS 9 a 2 91 INV 95950 1 973.00 INV 2. -4 1 97 0 71; 7.4 974 80 TG 2 977.60 INV ' 3 RBI INV♦ 4. 0 TO 7 80 TO 7 8D G♦ 741-0 74 1.1 TI; 975.05.IW 4 INV 973 " INV IS lox 1-"97 .15 INV /97 FS F.G. 969. TW, 952.26 960 5 lax ji 91 c 968.0 _71 _474 0 TO 4 gum -W j p (N86 -59-55-E 519.79') -�i T-JEP TT r.7 9 2.30 11 ljT7.ER F 1, TTE L- - - - - - - - - - - CONSTRUCTION NOTES: (D INSTL. 12" SO. INLET, NDS 1226 OR EQUAL (2) INSTL 6" DIA. ATRIUM GRATE, NDS 80 OR EQUAL (5) INSTL 4' DIA. DECK DRAIN, NDS OR EQUAL NORTH INSTL 4' DIA. DRAIN PIPE, SDR 35 PVC 0' T, 20' INSTL 6' DIA, DRAIN PIPE, SDR 35 PVC SCALE: 1"=10' INSTL 8- DIA. DRAIN PIPE, SDR 35 PVC Q) CONST. 3' WIDE X 18- DEEP CONC. V -DITCH LOT 118, TRACT 30578 (j) CONST. RIP RAP PAD 2488 ALAMO HEIGHTS DRIVE 1 i (N8659'55'E ©II�W AVERAGE SLOPE DIAGONAL LENGTH: 1008 (HIGHEST) 951 (LOWEST) 565 FEET THEREFORE 1008-951/565 = 10% CONSTRUCTION NOTES: Q INSTL 12" SQ. INLET, NDS 1226 OR EQUAL 2Q INSTL. 6' DIA. ATRIUM GRATE, NDS 80 OR EQUAL Q INSTL 4" DIA. DECK DRAIN, NOS OR EQUAL Q INSTL 4" DIA. DRAIN PIPE, SDR 35 PVC (3INSTL 6" DIA DRAIN PIPE, SDR 35 PVC © INSTL 8" DIA. DRAIN PIPE, SDR 35 PVC Q CONST. 3' WIDE X 18" DEEP CONC. V-OrTCH UB CONST. RIP RAP PAD NORM 0' 10' 20' SCALE: 1 "=10' WN I,IN. E AVERAGE SLOPE DIAGONAL LENGTH: 1008 (HIGHEST) 951 (LOWEST) 565 FEET THEREFORE 1008-951/565 = 10% CONSTRUCTION NOTES: Q INSTL 12" SQ. INLET, NDS 1226 OR EQUAL 2Q INSTL. 6' DIA. ATRIUM GRATE, NDS 80 OR EQUAL Q INSTL 4" DIA. DECK DRAIN, NOS OR EQUAL Q INSTL 4" DIA. DRAIN PIPE, SDR 35 PVC (3INSTL 6" DIA DRAIN PIPE, SDR 35 PVC © INSTL 8" DIA. DRAIN PIPE, SDR 35 PVC Q CONST. 3' WIDE X 18" DEEP CONC. V-OrTCH UB CONST. RIP RAP PAD NORM 0' 10' 20' SCALE: 1 "=10' 9816 FG .�-_ --992.0 FL -�� -- _- -_ --� -- -- -- -- -- -_ - -- \ 973.00 INV 2 .5 TwG 2 992.50 7G 3 ` .986.0 2 990.0 TG 99 M 99074 991.50 I 7 997.0 987.5 982.5 TG 2 9! O TG 2 986.0 G 2 989.00 INV - - _ - / 4.8 M 981.00 I 983.00 I 7 985.001 ® /' .' 998.5 • -•ES2.75 5.75'M mm m ®m mmm.m _99 987.0 TW 995.0 1V/ 992.33 992.75 ®®® ®® ®® ® 182.7 982.6 FG 4,4 3 M �, FS' G 981.0 TG 2 2� 2.0 2 9825S 5 ,� 2S 980,00 I 980:80 INV 981.50 INV FF=993.00 !-- ------------------�^-- / 2 9BI5 G � -------� � PAD= �� \ i 980.50 INV \ �'I _912 2 �\ 981.30 4 ♦ 2 992.0 TG 983.00 INV F-1 991.00 1 992.75 -FS' \ I FS 982.11 TG2 989.5 I 2 993.0 TW • • - -- ----------; 981.OD`If;IV 982.Bq INV 5.25 M r r- 992.55 979.60 INV 2 \ 47✓ ' �--_---- � `_------�/ 9810 TG / \ \ 979.70 INV' 983.0 F3 - . 992.0' 2 990.45 \ ' 992.0 TG 2 90• 983...0. FS 9 992tTl;. IIII".I .�. __-- 990y-` `//A�4M / 9810 TG t2' ~ _ r 979.80 INV 982.0 TG 2 / :0 \ -_• _ _. _ _ _ _ _ - / �2, / 987.00 1 I FG 99 0 / 5 L ----------'1 \��.._ L---- ------� 995.0 TW HIGH LANDSCAPE WALL 990.82 5.25 M 992.5 FS `� \� FG ( , ---------------------- �� 981.0 TC 981.5 G -------J ------ ---_19.20,L- .QBD.00 I 2 980.58 1 2 2 4 �.. 98L50 INV _ 987. TW -.- 2' HIGH LANDSCAPE WALL - . _'IT 984.0 _ -LB2�- 82:0'?G 4.5 980.80 INV 982.70 1 2 / AVERAGE SLOPE DIAGONAL LENGTH: 1008 (HIGHEST) 951 (LOWEST) 565 FEET THEREFORE 1008-951/565 = 10% CONSTRUCTION NOTES: Q INSTL 12" SQ. INLET, NDS 1226 OR EQUAL 2Q INSTL. 6' DIA. ATRIUM GRATE, NDS 80 OR EQUAL Q INSTL 4" DIA. DECK DRAIN, NOS OR EQUAL Q INSTL 4" DIA. DRAIN PIPE, SDR 35 PVC (3INSTL 6" DIA DRAIN PIPE, SDR 35 PVC © INSTL 8" DIA. DRAIN PIPE, SDR 35 PVC Q CONST. 3' WIDE X 18" DEEP CONC. V-OrTCH UB CONST. RIP RAP PAD NORM 0' 10' 20' SCALE: 1 "=10' 11111111111 111 - :4:L*JL-Ng CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 8.4 MEETING DATE: August 25, 2015 CASE/FILE NUMBER: Development Review and Tree Permit No. PL2013-571 PROJECT LOCATION: 23121 Ridge Line Road Diamond Bar, CA 91765 (APN 8713-005-013) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER/ Basant Bhatia, BLML Investments, LLC APPLICANT: 17753 Via San Jose Rowland Heights, CA 91748 q11TITITITTIR-W The applicant is requesting approval of a Development Review application to construct a new 12,362 square -foot, multi-level, single-family residence with an attached 935 square -foot garage on a 71,438 gross square -foot (1.64 gross acres) lot. A Tree Permit is also requested to remove 13 protected trees and replace them at a 3:1 ratio. N. X0191i qJ 1 gi A i IN Adopt the attached Resolution (Attachment 1) approving Development Review and Tree Permit No. PL2013-571, based on the findings of Diamond Bar Municipal Code (DBMC) Sections 22.48 and 22.38, subject to conditions. I i I I �Z* ID The project site is located in the Diamond Bar Country Estates (The Country), on the north side of Ridge Line Road, between the intersections of Rusty Spur Road and Rocky View Road. The property is undeveloped and slopes downward from the street at a 58.21 percent average grade to the rear property line. There are numerous trees and dense vegetation throughout the site, including 15 protected trees consisting of seven Coast Live Oak and eight Black Walnut species. The property is legally described as Lot 37 of Tract No. 300091, and the Assessor's Parcel Number (APN) is 8713-005-013. Proiect Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 71,438 square feet (1.64 acres), and includes a 32 -foot wide private street easement for Ridge Line Road along its frontage. The property's net buildable area (i.e., minus all easements) is 66,647 square feet (1.53 acres). The new house is situated toward the front of the descending lot, a minimum of 30 feet from the front property line along Ridge Like Road, with the exception of an allowed six-foot projection of the front porch into the required front yard setback. A series of four -foot exposed height decorative split faced concrete masonry unit (CMU) terraced retaining walls in the rear yard will facilitate split-level pads to construct the home and create a 25 -foot rear pad to comply with the City's development standards for the rear setback. Due to topographical constraints, no swimming pool, accessory structures, or other amenities are provided with the exception of decorative landscape and hardscape features. Landscaping is proposed throughout the front and rear of the house to enhance the architecture and to create an overall site design that blends in with the neighboring homes and the natural environment to the site. In addition, the landscape plan is proposed to comply with the City's Water Conservation Landscaping Ordinance and will use drought tolerant planting to minimize irrigation within the new landscaped areas to comply with Governor Brown's Executive Order B-29-15 related to significantly reducing the area of turf and sod ground cover planting. Architecture The multi-level home consists of the following components: An 892 square -foot sub -basement level, consisting of a bathroom and indoor recreational area leading to a covered outdoor recreational areas with exterior stairway access to the level rear yard pad area; A 3,988 square -foot lower (basement) level, consisting of two bedrooms, each with a bathroom and walk-in closet; a great room with access to a sifting area and open wet bar area, a game room, a media room, a laundry room, and other ancillary spaces; A 4,092 square -foot main (street) level, consisting of an entry area, living room, dining room, family room, primary kitchen with a second kitchen, breakfast area, sifting space and wet bar area, and a master suite with bathroom and walk-in closet; A 3,390 square -foot upper level, consisting of four master suites, each with a respective bathroom and walk-in closet; and sifting areas; ® 3,918 square feet of porch/deck/balcony areas; and a A 935 square -foot, side-by-side tandem four -car garage. Development Review and Tree Permit No. PL 2013-571 Page 2 of 10 The multi-level home is accessed by two internal staircases and an elevator. The maximum height of the building is 35', measured from the finished grade to the highest point of the roofline. The architectural style of the home is a contemporary Mediterranean design, with clay roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; textured stucco with a stone base veneer throughout all elevations; concrete columns at the front entrance; concrete balustrades and wrought iron railing on balconies; and vinyl window framing throughout the fenestration pattern. The applicant has obtained approval from The Diamond Bar Country Estates Association. - - - - - - - - - - - - ------------ 1200 ------------------- ------- tt%k - - - - _ ..-----1190.._. 7765 1780 1.17.5 IN Front (South) Elevation ------ ---------- Side (East) Elevation ----- ----------1220 __________---___ 1215 7 ----------------------- ------ 1210 ------ - --------------------- --------------- ---------- -------------- ---- --------------- 1195 ----------------- --------------- 1190 ----------------- 1? 1185 1175 � - ---------- ----------- 1170 ---------- --------- 1165 M Development Review and Tree Permit No. PL 2013-571 Page 3 of 10 The following table describes the surrounding land uses located adjacent to the subject property: Adjacent Property to West Site (Plan View) Aerial Project Site Adjacent Property to East Development Review and Tree Permit No. PL 2013-571 Page 4 of 10 Aerial View of Project Site (Approximate Boundary Lines and Area depicted with Blue Lines and Yellow Highlight) VIP" Review Authority (DBMC Sections 22.48 and 22.38) The proposed project requires Planning Commission review and approval of two entitlement applications: Development Review (DR) and a Tree Permit (TP). The analysis that follows provides the basis for staff's recommendation to approve the DR and TP applications. Development Review (DBMC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review (DR) 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 Review and Tree Permit No. PL 2013-571 Page 5 of 10 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Site and Grading Configuration: The project site is located on a rectangular shaped property with a descending 58.21 percent average grade to the rear property line. The applicant is proposing to cut 235 cubic yards of soil and fill 252 cubic yards of soil to create a wider buildable pad towards the rear of the property and narrower pads for useable open space in front of the house. Therefore, 17 cubic yards would have to be imported to the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require between 2 and 3 hauls (4 to 6 total truck trips). The site is located on undisturbed grade and will be modified to allow for split level pads for the residence. A series of four -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard. Architectural Features, Colors, and Materials: The architectural style is contemporary Mediterranean. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: ® Hip and valley roof style with clay roof tiles; ® Fagade details emphasizing horizontal lines, such as a stone veneer base on all elevations, horizontal moldings offsetting stucco color tones, and cornice underneath roof eaves; ® Arched windows; ® Curved wrought iron railing; ® Ornate entrance with arched elements supported by Doric columns; and ® Natural colors used to highlight architectural details and integrate with the landscape. Development Review and Tree Permit No. PL 2013-571 Page 6 of 10 The applicant is proposing to use a variety of colors and materials to create character and articulation. The fagade of the house will have textured stucco with a stone base veneer throughout all elevations; concrete columns at the front entrance; concrete balustrades and wrought iron railing on balconies; and vinyl window framing throughout the fenestration pattern. The scale and proportions of the proposed home are well balanced and appropriate for the site. Landscaping: Landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front yard, a diverse and layered palette of shrubs and groundcovers provide a vivid composition of colors and forms to accentuate the architecture, as well as the overall setting. Four 24 -inch box replacement Coast Live Oak trees are used within the front yard, adjacent to each side of the two driveway access points. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "Very High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Tree Permit (DIBIVIC Section 22.38.110) A Tree Permit is required when the removal or protection of a protected tree is requested. A protected tree is any of the following: ® Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater; ® Trees of significant historical or value as designated by the council; ® Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; Any tree required to be planted as a condition of approval for a discretionary permit; and A stand of trees, the nature of which makes each tree dependent upon the others for survival. The Development Code requires the preservation and maintenance of walnut trees with a DBH of eight inches or greater. When removal is allowed as a result of new development, replacement trees shall be planted at a minimum 3:1 ratio on residential lots greater than 20,000 square feet. The applicant submitted an arboriculture report, prepared by a licensed arborist, which indicates 15 protected trees exist on the property. Of the 15 protected trees, the applicant is proposing to remove 13 of the trees—five Coast Live Oaks and eight Black Walnuts—due to bad health, severe pruning, and bad structure of the trees and located within the construction/grading area. The preservation of these 13 trees is not feasible because it Development Review and Tree Permit No. PL 2013-571 Page 7 of 10 would compromise the design and construction of the project. Further, the relocation of the trees is not feasible due to the existing health condition of the trees. The applicant is proposing to replace the 13 trees with 39 minimum 24 -inch box Coast Live Oak and Black Walnut trees meeting the minimum required 3:1 ratio for replacement of protected trees. The planting of 39 new protected species will provide sufficient replacement of the natural landscape. N 56D09'49'F----------------- r ------------------------ - �~r -- — - - - -- — — ----- ----- -- .. _ -- -- -- - ----^ ---- '--_ _ _ -- ^- -_ - ---- _ - F. — - - — — — — --r _ _ _- — --' ----------------------------------- _ _ - - ------------- -------------------------------------------- -7 _ --- fJ_ `�1�I�E_VE�Ef��101 /- -- - Iw -+ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'f6 REMtltrf -TtT �tAC-E M v m - G _ -- L �- - c -------------------------- 7 ------ 7- N v ----------------------------------------------- ------ --^ -- ^--- ^---- ---- -- ^- ---lin --^ ---- --- __-- - - - ^- -^ --._ N _--_ __ ^_ _ - -- ---1 - - 11D _-� _..-_- -^_- ^___ -_-- _-_---------------I(JI V—---— - — — — — — _ _ _ N _ - — — - _ e 123 ice,.., � .�Y/ A l� I • .IIt IiIIIIIII CO:CAETE 4 VIN PROVIDE 5' HIGH CHAINUNK FENCE (raj EXISTING DRIP LINE CKISTINC TREES To REVAIN IN PLACE I� J4 I I I I I I I Landscape Plan — Identifying Protected Trees to be Removed (In Red) and to Remain (In Green) Development Review and Tree Permit No. PL 2013-571 Page 8 of 10 Compliance with Hillside Management Ordinance (QBMQ Section 22.22) The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. The project site was designed with: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; ® Split pads are used to step up the natural slope; 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. The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views since the home will be situated in the same area as the existing home proposed to be demolished. The project incorporates the principles of the City's Residential Design Guidelines as follows: The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; 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; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hip and valley roofs; ® 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; 0 Large wall expanses without windows or doors are avoided; Development Review and Tree Permit No. PL 2013-571 Page 9 of 10 e The exterior finish materials and colors blend with the natural environment; Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. 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. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On August 14, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. 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) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. by: Reviewed by: JosuE\E'spino AssistAlnt Planner Attachments: Greg Gubman, AICP Community Development Director 1. Draft Resolution No. 2015 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans 3. Color and Material Board 4. Tree Report Dated October 10, 2014 Development Review and Tree Permit No. PL 2013-571 Page 10 of 10 PLANNING COMMISSION RESOLUTION NO. 2015 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW AND TREE PERMIT NO. PL2013-571 TO CONSTRUCT A NEW 12,362 SQUARE -FOOT, MULTI-LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 935 SQUARE -FOOT GARAGE ON A 71,438 GROSS SQUARE -FOOT (1.64 GROSS ACRES) LOT; AND A TREE PERMIT TO REMOVE 13 PROTECTED TREES TO BE REPLACED AT A 3:1 RATIO LOCATED AT 23121 RIDGE LINE ROAD, DIAMOND BAR, CA 91765 (APN 8713-005-013). A. RECITALS The property owner and applicant, Basant Bhatia, BLML Investments, LLC, has filed an application for Development Review and Tree Permit No. PL2013-571 to construct a new 12,362 square -foot, multi-level, single-family residence with an attached 935 square -foot garage located at 23121 Ridge Line Road, Diamond Bar, County of Los Angeles, California. 2. The following approvals are requested from the Planning Commission: (a) Development Review to construct a new 12,362 square -foot, multi-level, single-family residence with an attached 935 square -foot garage; and (b) Tree Permit to remove 13 protected trees—five California Live Oaks and eight Black Walnuts—to be replaced with a total of 39 minimum 24 -inch box California Coast Live Oak and Black Walnut trees. Hereinafter in this Resolution, the subject Development Review and Tree Permit shall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 71,438 gross square feet (1.64 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 4. The legal description of the subject property is Lot 37 of Tract 30091. The Assessor's Parcel Number is 8713-005-013. 5. On August 13, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Also, public notices were posted at the project site and the City's three designated community posting sites. On August 14, 2015, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Dail rV Bulletin newspapers. 6. On August 25, 2015, 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. NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (new construction of a 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) Sections 22.48 and 22.38, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 12,362 square feet of floor area; 935 square -foot garage area, and 3,918 square feet of porch/deck/balcony areas is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as clay roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; textured stucco with a stone base veneer throughout all elevations; concrete columns at the front entrance; concrete balustrades and wrought iron railing on balconies; vinyl window framing throughout the fenestration pattern; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; 2 Planning Commission Resolution No. 2015 -XX 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 new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. The contemporary Mediterranean design includes features such as a low pitched hip and valley roof, stone veneer, precast concrete moldings and trims, and integration with the natural landscape using split pads to step up the natural slope of the property. In addition, complementary wall materials are used to distinguish breaks in plane and add articulation to maintain and enhance the harmonious development in the neighborhood. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing; The design of the new single-family home is reminiscent of Mediterranean influences. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as clay roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; textured stucco with a stone base veneer throughout all elevations, concrete columns at the front entrance; concrete balustrades and wrought iron railing on balconies; vinyl window framing throughout the fenestration pattern. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. 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 3 Planning Commission Resolution No. 2015 -XX Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Tree Permit Finding(DBMC Section 22.38.110) Preservation of the trees is not feasible and would compromise the property owner's reasonable use and enjoyment of property or surrounding land and appropriate mitigation measures will be implemented in compliance with DBMC Section 22.38.130 (Tree rep lacement/relocation standards) below. The applicant submitted an arboriculture report, prepared by a licensed arborist, which indicates 15 protected trees exist on the property. Of the 15 protected trees, the applicant is proposing to remove 13 of the trees—five Coast Live Oaks and eight Black Walnuts—due to bad health, severe pruning, and bad structure of the trees and located within the construction/grading area. The preservation of these 13 trees is not feasible because it would compromise the design and construction of the project. Further, the relocation of the trees is not feasible due to the existing health *condition of the trees. The applicant is proposing to replace the 13 trees with 39 minimum 24 -inch box Coast Live Oak and Black Walnut trees meeting the minimum required 3:1 ratio for replacement of protected trees. The planting of 39 new protected species will provide sufficient replacement of the natural landscape. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be finished with a textured stucco application to match the proposed exterior wall finish of the house or constructed with split face concrete masonry units (CMOs), as applicable and shown on approved plans. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval. 4 Planning Commission Resolution No. 2015 -XX 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance. 5. Prior to the issuance of a demolition, grading or building permit, the existing protected trees in the native vegetation area, outside of the construction/grading limits shall be barricaded by chain link fencing with a minimum height of five feet or by another protective barrier approved by the Community Development Director. Barriers shall be placed at least five (5) feet away from the native vegetation area. The fencing plan shall be shown on the grading plan and other applicable construction documents and the Applicant, Owner or construction manager shall contact the Planning Division to conduct a site visit prior to commencement of any work to ensure this condition is met. 6. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner and applicant Basant Bhatia, BLML Investments, LLC, 17753 Via San Jose, Rowland Heights, CA 91748. APPROVED AND ADOPTED THIS .25th DAY OF AUGUST 2015, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. M - Ruth Low, Chairperson 1, 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 25th day of August, 2015, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2015 -XX COMMUNITY DEVELOPMENT DEPARTMENT In-, till" USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND VEMODELED STRUCTURES PROJECT #: Development Review and Tree Permit No. PL 2013-571 SUBJECT: To construct a new 12,362 square -foot, multi-level, single-family residence with an attached 935 square -foot garage; and Tree Permit to remove 13 protected trees and replace at a 3:1 ratio. PROPERTY Basant Bhatia, BLML Investments, LLC OWNER/ 17753 Via San Jose APPLICANT: Rowland Heights, CA 91748 LOCATION: 23121 Ridge Line Road, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review and Tree Permit No. PL2013-571 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (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 shallcooperatefully in the defense thereof. 6 Planning Commission Resolution No. 2015 -XX 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review and Tree Permit No. PL2013-571, 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. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS 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 7 Planning Commission Resolution No. 2015 -XX 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 The approval of Development Review and Tree Permit No. PL2013-571 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. D. SITE DEVELOPMENT This approval is to construct a new 12,362 square -foot, multi-level, single-family residence with an attached 935 square -foot garage at 23121 Ridge Line Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission,. as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3.. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from.the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 8 Planning Commission Resolution No. 2015 -XX 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird 9 Planning Commission Resolution No. 2015 -XX nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. 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. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. 11. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: FIVEMAMAMA An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. 10 Planning Commission Resolution No. 2015 -XX 2. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. In addition, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS Prior to grading plan submittal, a Geotechnical Engineer, licensed by the by the applicant for approval by the City. geotechnical report prepared by a State of California, shall be submitted 2. Upon approval of the geotechnical report, 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 six foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 20 percent. In hillside areas driveway grades exceeding 20 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 20 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 11 Planning Commission Resolution No. 2015 -XX 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. 10. Prior to the issuance of building permits, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 11. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 12. Final grade certifications by project 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. 111. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) require ' ments and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for Cal Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current Cal Green Code. 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. The basement wet bar shall not be used as a kitchen. 4. The basement level shall not be used for sleeping purposes and is used for indoor recreation. 12 Planning Commission Resolution No. 2015 -XX � 01055-Mvill• 10 �•11sTM1*11911110i 1. The minimum design load for wind in this area is 110 M.P. H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 5. "Separate permits are required for pool, spa, detached trellises, fountains, and retaining walls" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. c. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 9. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 13 Planning Commission Resolution No. 2015 -XX 10. Heights of the retaining walls around the stair area shall be clearly shown on plans and structurally designed consistently for 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. 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. South Coast Air Quality Management District (AQMD) notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 5. All workers on the job shall be covered under a licensed general contractor. updated on the building permit. by workman's compensation insurance Any changes to the contractor shall be D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION 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 -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred -eighty (180) days from the date of permit issuance or 14 Planning Commission Resolution No. 2015 -XX 0 .3 9 7 91 M the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 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. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. A height and setback survey may be required at completion of framing and foundation construction phases, respectively. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.) 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. 10. 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. dig alert. org. 11. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 12. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 13. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 14. 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. 15. Decks, roofs, and other flat surfaces shall slope at least 1/4"M 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. 16. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. URS 15 Planning Commission Resolution No. 2015 -XX I I VA TA. T GENERAL NOTES PROJECT SUMMARY DRAWING INDEX 1. THE GENERAL CONTRACTOR SHALL HAVE WORKMAN'S COMPENSATION FOR ALL LEGAL DESCRIPTION, ZONING ............. RR (RURAL RESIDENTIAL) PERSONS WORKING ON THE JOB. DRAINAGE TO CONNECT TO (E) ARCHITECTURAL: 2. THE GENERAL CONTRACTOR SHALL PAY FOR ALL REQUIRED PERMITS. A.P.N.: 8713-005.013 T-1 TITLE SHEET & SITE PLAN 3. THE GENERAL CONTRACTOR SHALL PROVIDE LIEN RELEASES FOR ALL LABOR AND TRACT NO. 30091 T-1.1 SITE PLAN (ENLARGED) MATERIALS PAID FOR PRIOR TO RECEIVING THE NEXT INSTALLATION PAYMENT. LOT k 37 IF A-1 FIRST FLOOR PLAN 4. ALL WORK SHALL CONFORM TO THE CODES, REGULATION AND STANDARDS -OF 23121 RIDGE LINE ROAD A-2 SECOND FLOOR PLAN THE GOVERNING CITY. COUNTY AND STATE AGENCIES. DIAMOND BAR COUNTRY ESTATES, A-3 BASEMENT FLOOR PLAN 5. ALL MATERIALS SHALL BE PREMIUM GRADE QUALITY THROUGHOUT. NO DIAMOND BAR, CA 91765 A-4 SUB -BASEMENT PLAN SUBSTITUTION OF SPECIFIED MATERIALS ALLOWED WITHOUT CONSENT FROM THE ARCHITECT. APPLICABLE CITY OF DIAMOND BAR MUNICIPAL CODES. A-5 ROOF PLAN 6. INSTALLATION OF ELECTRIC, TELEPHONE AND CABLE T.V. TO HOUSE SHAL BE By AREA CALCULATIONS A-6 EXTERIOR ELEVATIONS (SOUTH AND WEST) CONTRACTOR. PROPOSED -1 A-7 EXTERIOR ELEVATIONS (NORTH) 7. THE GENERAL CONTRACTOR SHALL REPAIR OR REPLACE ANV ITEM DAMAGED GROSS LOT AREA: APPROX 71,438 SQ. FEET A -B EXTERIOR ELEVATIONS (EAST) DURING THE COURSE OF CONSTRUCTION BY HIS EMPLOYEES OR NET LOT AREA, APPROX. 66,647 SO. FEET A-9 BUILDING SECTION AA SUBCONTRACTORS. A-10 BUILDING SECTION BB' B. AFTER THE BUILDING INSPECTOR HAS SIGNED OFF ALL REQUIRED INSPECTIONS AREA OF FIRST FLOOR' 4,092 SO. FT A-11 BUILDING SECTION CC AND ISSUED A CERTIFICATE OF OCCUPANCY, AND ALL ITEMS FROM THE OWNERS AREA OF SECOND FLOOR 3,390 SO. FT SUBSTANTIALLY COMPLETE PUNCH LIST ARE COMPLETED TO THE OWNER'S AREA OF BASEMENT FLOOR 3,98B SO. FT CIVIL ENGINEERING: K SATISFACTION, 10% OF THE CONTRACT AMOUNT WILL BE HELD BY THE LENDING AREA OF SUB -BASEMENT FLOOR' B92 SO. FT C-1 CONCEPTUAL GRADING PLAN INSTITUTION OR OWNER FOR A LIEN WAIVER PERIOD OF 30.90 DAYS. TOTAL AREA PROPOSED: 12,362 SO. FT 9. GENERAL CONTRACTOR SHALL HAVE THE ENTIRE HOUSE PROFESSIONALLY C-2 CONCEPTUAL GRADING PLAN CLEANED, INCLUDING WINDOWS INSIDE AND OUTSIDE, PRIOR TO OWNER MOVING IN. NON -HABITABLE AREAS C-3 CONCEPTUAL GRADING PLAN 10. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE SIMILAR FIRST FLOOR (ENTRY PORCH & DECK): 895 SQ. FT TO THAT INDICATED OR NOTED FOR SIMILAR CONDITIONS. WHERE CONFLICTING SECOND FLOOR (DECK & BALCONY): 610 SQ. FT LANDSCAPE: MATERIALS AND CONDITIONS ARE CALLED OUT, ASSUME THE MORE EXPENSIVE BASEMENT FLOOR (DECK): 1,063 SQ.FT L-1 TREE PLAN CONDITION. NOTIFY THE OWNER AND ARCHITECT PRIOR TO WORK BEING STARTED. SUB -BASEMENT FLOOR (DECK): 1,350 SO. FT L-2 PLANTING PLAN 11. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT PRIOR TO DEMOLITION OF GARAGE 935 SO.FT L-3 IRRIGATION PLAN ANY WORK. ANY RECYCLABLE MATERIALS MUST BE RECYCLEDIREUSED AND PROOF L-3 IRRIGATION DETAILS OFRECYCLING (DUMP TICKETS, WOOD HAUL -OFF RECEIPTS, ETC.) WILL NEED TO'BE TOTAL COVERED AREA 5.744 SO. FT SITE PLAN KEYNOTES PROVIDED PRIOR TO BUILDING FINAL. PROOF OF RECYCLING WILL NEED TO SHOW LOT COVERAGE: PROJECT ADDRESS, MATERIAL TO BE RECYCLED, VOLUMEWEIGHT OF RECYCLED MATERIAL AND RECYCLING LOCATION V. CONTRACTOR TO PROVIDE A LA9bSCAPE SPRINKLER CONTROL BOX AND A 3" AREA OF CUT AND FILL 11,636 SQ. FT =17% OF SITE 1. LINE OF BASEMENT ItH P.V.0 SWEEP *V THROUGH'E FLOOR AND FOUNDATION OR THROUGH THE WALL (NOTE. FOR ADDITIONAL INFORMATION SEE GRADING PLAN) Z LINE OF FIRST FLOOR 3. LINE OF SECOND FLOOR (VERIFY WITH OWNER OR ARCHITECT) FOR WIREt.'6015RDINATE LOCATION OF BOX . 4. GARAGE ENTRY AND ELECTRIOAL.QLITLETS SHOWN ON PLANS WITH THE ARCHITECT. 13. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE OWNER FOR ANY CHANGE ORDER PRIOR TO COMMENCING WITH THE WORK IN QUESTION. EXTRA WORK DONE WITHOUT AN APPROVED CHANGE ORDER IS NOT REIMBURSABLE 14. MISCELLANEOUS STRUCTURES (EX. SITE WALLS, GAZEBO, TRELLIS, ETC.) ARE UNDER A SEPARATE PERMIT. 15. FORMS CF -6R -ENV-, CF -6R -LTG; CF-6R-MECH SHALL BE COMPLETED AND PRESENTED TO THE CITY FIELD INSPECTOR PRIOR TO FINAL INSPECTION SIGN OFF, Ic OWNER: MR. & MRS. MANDHAR SHATIA BLML INVESTMENTS, LLC 17753 VIA SAN JOSE ROWLAND HTS, CA 91.748 626-4374190 LANDSCAPE ARCHITECTURE: PHIL MAY LANDSCAPE ARCHITECTS 1937 W 9TH ST, UPLAND, CA 91786 909-373-1957 CIVIL ENGINEER: NADERI CONSULTING ENGINEERS P.O. BOX 7553 LA VERNE, CA 91750 909-374-0453 ARCHITECT: DESIGN CONCEPTS 3340 RIVERSIDE DRIVE #M CHINO, CA 91710 909-591.3939 ADDITION CODE ANALYSIS CONTACT: SHIV TALWAR, AIA ZONING ............. RR (RURAL RESIDENTIAL) DRAINAGE TO CONNECT TO (E) OCCUPANCY Rt (SINGLE FAMILY RESIDENCE) STRUCTURAL ENGINEER-' CONSTRUCTION TYPE: VS (FIRE SPRINKLED) SEWER BUILDING HEIGHT: SEE EXTERIOR ELEVATIONS (MAX 351) CENTER LINE BUILDING CODE: 2013 LOS ANGELES COUNTY AMENDMENTS 2013 CALIFORNIA BUILDING CODES (CBC) 2013 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE 2013 LOS ANGELES COUNTY FIRE CODE iii,wasslosm 2013 CEC, 2013 CPC, 2013 CMC CONSTRUCTION MANAGER, 2013 CALIFORNIA RESIDENTIAL CODES (CRC) KARAN BHATIA APPLICABLE CITY OF DIAMOND BAR MUNICIPAL CODES. $26-512-2002 NUMBER OF REQUIRED EXITS. CBC SECTION 106.3.3 REQUIRED -1 I.NjlI1"NO PROPOSED -1 NUMBER O$WSTORIES: 2 (WITH DAY -LIGHT BASEMENTS) GEOTECHNICAL REPORT: LAND SURVEYOR. GSS ENGINEERING, INC. PROPOSED TWO STORY (WITH BASEMENTS) CUSTOM HOME OF 11823 SLAUSON AVE, STE 46, APPROXIMATELY 13,000 SQ. FT. ON A VACANT RURAL RESIDENTIAL SANTA FE SPRINGS, CA 90670 ZONED LOT LOCATED IN THE CITY OD DIAMOND BAR COUNTRY 562-696-6062 ESTATE, DIAMOND BAR. 1. SEE CIVIL PLANS FOR SITE GRADING AND DRAINAGE. (NOT UNDER THIS PERMIT) 2. SEE GRADING PLANS FOR PAD; FINISH FLOOR, AND DRIVEWAY ELEVATIONS. 3. CONCRETE DRIVEWAY, CURB CUT (IF APPLICABLE). CURB, AND APPROACH TO BE BUILT PER CITY STANDARDS. SEE GRADING PLANS. 4. SEE LANDSCAPE PLANS. 9 Lnl Ins d (.0 no, ZONE: RR 29' 4:_ Fa XIS TING ESIDENCE =�,-1 30 ilixelcl-ilki NOTE BEE CIVIL PLgNS (SHEEP I) FOR ------- GRADING PROPOSED SITE PLAN SCALE: 1'=20'-O" mPROPOSED ADDITION CONCRETE PROPERTY LINE DRAINAGE TO CONNECT TO (E) ELECTRIC SEWER CENTER LINE iii,wasslosm ... I'll IN* 100, m, man 0-m—wa um GG,i iGGii -ilii I.NjlI1"NO 1.low1IN.maiiiii 101: a0 0 PROPOSED SITE PLAN SCALE: 1'=20'-O" mPROPOSED ADDITION CONCRETE PROPERTY LINE DRAINAGE TO CONNECT TO (E) ELECTRIC SEWER CENTER LINE S w s. --w 10 20 Nu: W. 5 5..o 0 E 0 U 0 0 J= cu U) < CL V c: 0 ON. W< w 0 z Z 0 E 0 O� w < C) < o �, Wc0z 00) t r% C? UJ Lo >o U) W U) mc') F- LIJ Z z wz D z 0 :5 �2 Ci Ci wU) Z a< z w Lu M IO W < Lu 65 0 O< V) Z 200 :) 0 Mwn; 0 w z ui<< Wo " omm F'= w w 0 mmoo W 02 111 lizz =.Oo z w I, , 0 0;;2as 2 D oo 01 JOB NO. 2013-20 LT -DWG. NO. REVISION NO. 1 21'-4" 14 36'-3" 20' 28'-2" LINE OF BASEMENT FECK LINE Od BASEMENT DECKI . . I - . — L4j 23'-11" I I 4I � I AC UAB A VIEW Eeit SITTING C ay 11 p sl ING WET BAR F/I MASTER SUITE I1 iff r S� N dE OR FAMILYIROOM N UP F� L -c qZ3 �m ON -Rc�qL - I L • C - 00 4 -CAR GARAGE I ------ 5'— 0 P lEl. PANTRY I UP DVEN Iup PWD' I M I '/-T 00 ITUFTLET T - UP ATHRM P E2 I u I 1 13 Op 00 UP /P fl, I I I LIVI�G RM o/n wucc now ( I O �- I ( I I I I HEN E RY I. F21 ARCH OP 111TI, 7 mcp m H ARFH I 1'-8" B'-4" 13'-8" . 4 z 13' lig'-10" FIRST FLOOR PLAA D FIRST FLOOR PLAN KEYNOTES 1. LINE OF BASEMENT FLOOR. 2 UNE OF SECOND FLOOR WALL 3'SEE FINISH SCHEDULES FOR FLOORING. 4. DECORATIVE GUARDRAIL AT DECK. S. RETAINING WALL S. DECORATIVE INTERIOR COLUMNS. 7. DECORATIVE EXTERIOR COLUMNS -SEE ELEVATION PLANS. 8.DECORATIVE STAIR RAIL 9. HEARTH (CERAMIC TILE). 10. F.P. VENT. SCALE: 3/16"=1'-0" 1 r AW. 03 0 AR SOF C E 0 0 < Gl < !�! CD 0 w w z Z 0 YE ry w Oar c) < o� zw mm 0 C? < U) (D J W W Fn > W --r OltC) - cy) U) W co F - w z o C; z Z w cl 10 UJ 'zo: >- 11 0 -wo< ZOO0 rr w wo Lw) M< 'm t 0 LU V)goo 1- o 0 U, Z. zo U) 0 a ce 13- :E In < 0 0 JOB NO. 2013-20 EDWG. REVISION NO. ZZ-Iffirx�pHt ¢Cp .FF j¢y0-{O�u4. O�tj p�1s 0'.0: o'y FFppz KUpk Uvi6�nW WSyCWW1 N C1pxWzxUWyzju yzj w6N pU� 1Z--wRl-mWl=-060>Om¢V F� ARPb ' $ti Op CAL E O U O O ccL r n V V! Q y H Q o CL I— — o U U o� W H ¢ C _ z •@ cc) w ® < U Q o� z UJ Cl) 0 w J "? 1— w U) >_ >EE — cc y:)- °' � J c)F- wz w z 0 z 1 5 - a o 0 O Z W W W W < r N S W W m u Ito I Ir err Z:oU)Z O S W<oco Wmmw O NO0�0LLw O r 0z N22Z pV w Ir WOOD < 7 < q U m IL �L m NOO O W O O JOB NO. 2013-20 ET;DWGG,.REVISION NO. 2 3 4 lig'-10" 5 20' 14'-10" 12'-10" 23'-9" 20'-1" RETAINING WALL E EDW F185.5i T RETAINING WALL BELOW � :LANDSCAPE PLANER BEL w� -� 200. ON ON 10'-19" 1 1 h'-8" DSCAPE PLANTER BELOW' 0 8gows���oQ°moo zioI� zw i i'nxw°1z ��r{{¢WQQyCSUPE11N QZ�O1nIIU-��W °UOm"O66�W6ZW swaWwxs<¢�a"Q° H O aq4� �CtfT�' a x a 0 �y c C O R 0 0 s C/) Q Qo a T � U b U U W tWam- 0 Z U z UW O Q U Q o� z `C, s' W M o� M 0Q c/)W LC) U) ;+o W = E2� O J U' c ® z D QzQ NJ a o 0 2: w o�z a 3 �= W D. Ul m N cc cc O M ¢ It UZrn OF 0 w0¢ LL W Z ZUU J 0 OJia w u p 2Wmm N C7 to or 200 LU QOJ ~ a¢0�0w aNZ3 O i2o EL TUBO K O O O JOB No. 2013-20 F0.;DWG�.NREVISION NO. THROOM SMING •- I_ --•----- 977 FT 41 T z 1 MASTER SUITE 6 D - WIC I I LLbwrb _ ------J GAMEIRODM. f _ - 4 - _ MEDIA / THEATRE T•7 E E IN I . - UP, .. HALL WAY � GREAT ROOM L_ 1 ' r 15'-0" WIC {f6 i �- r- MAID BDRM ❑ I FIn NDRY WETBAR A/V ROOM F I ) SATHR'M I . ) I SEEN _ 00 G G I I 10'-011 20'-2" 14'-10" 3624' 7'-2" 17'-8" 5 1 H UNE OF FIRST FLOOR WALL 2 UNE OF FIRST FLOOR WALL .2 - 4 H SETBACK UNE f mws uc I�- o --o ❑ ❑ ❑ 5 LOWER LEVEL FLOOR PLAN (BASEMENT) SCALE:, 3/16"=11-0. FLOOR PLAN GENERAL NOTES 0 LOWER LEVEL FLOOR PLAN KEYNOTES 1. WATER HEATER SHALL HAVE A IST HR RATING OF NOT LESS THAN 67 GALLONS. 14. ALL BEDROOMS REQUIRE AND ARE TO BE PROTECTED BY ARC -FAULT CIRCUIT 1. SETBACK UNE 2. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUD. U,N.O, INTERRUPTER CIRCUIT BREAKERS. 2. UNE OF FIRST FLOOR 3. WINDOWS LOCATED Q FRAMED OPENINGS SHALL BE CENTERED ON OPENING, U.N.O. 15. PROVIDE 3.5 INCH CLEAN OUT BASED ON 4 INCH SOIL PIPE IS INCHES FROM 3. RETAINING WALL A. PROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM ALL SLEEPING ROOMS WITH A NET CLEAR WINDOW OPENING FOUNDATION AND EXTEND ABOVE GRADE CPC 2010 SECTION 707.10 AND 719.3 4. DECORATIVE WJ.GUARDRAILS - SEE ELEVATION PLANS. AREA OF NOT LESS THAN 5.7 SO. FT. (821 SO. IN.), MIN. NET WINDOW OPENING HEIGHT DIM. 24' CLEAR: MIN. NET 16. ALL WATER CLOSETS TO BE INSTALLED REQUIRE TO BE SINGLE FLUSH TOILETS S. DECORATIVE EXTERIOR COLUMNS,. SEE ELEVATION OPENING WIDTH DIM.,20' CLEAR FINISHED SILL HEIGHT MAXIMUM 44 -ABOVE THE FLOOR(UBC SECTION 310.4} NOT TO EXCEED 128 GALLONS PER FLUSH CPC 2010 SECTION 4020 PLANS. , 5. AT SHOWERS ANDTUB/SHOWER COMBO ALL WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED 17. ALL SHOWER HEADS TO BE INSTALLED SHALL BE DESIGNED NOT TO EXCEED A 6. HEARTH (CERAMIC TILE). EQUAL TO 70'MIN. ABOVE DRAIN AT SHOWER OR TUB WISHOWER(U.S.C. 807.1.3 AND 2512). 6. WATER CLOSETS TO BE MAXIMUM 1.6 GALLONS PER FLUSH. WATER SUPPLY RATE OF 22 GALLONS PER MIUTE CPC 2010 SECTION 402.0. 18. CLIMATE CONTROL FOR THE PROPOSED NEW CONSTRUCTION AREAS CONDITION 7. F.P. VENT. 8. PROVIDE 2X6 STUDS IN PLUMBING WALLS TO 7. A NON SLIP -JOINT TRAP WILL BE USED AT ALL BATHTUB FIXTURES. HABITABLE SPACE BY SHOWING ALL HVAC SUPPLY l RETURN AIR REGISTERS PREVENT EXCESSIVE NOTCHING E BORING OF B.EARTHQUAKE-ACTUATED GAS SHUT-OFF VALVE IS REQUIRED FOR ALL NEW GAS SERVICES AND METERS. LOCATIONS STUDS. 9. SHOWERS E SHOWER -TUB COMBO'S SHALL BE PROVIDED Wl INDIVIDUAL CONTROL 19. PROVIDE COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL 9. UNE OF SOFFIT. VALVES OF PRESSURE BALANCE AND THERMOSTATIC MIXING VALVE TYPE. 20. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUB WITH SHOWER HEADS 10. WATER HEATER 6 TEMPERATURE RELIEF DRAIN UNE NEEDS TO TERMINATE TO OUTSIDE OF THE BUILDING. SHALL BE FINISHED WITH A SMOOTH, NON- ABSORBENT SURFACE TO A HEIGHT . 11. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A OF NOT LESS THAN 64YAFF. BACK -DRAFT DAMPER EXHAUST DUCT IS LIMITED TO I4'WITH TWO ELBOWS. THIS SHALL BE REDUCED T FOR EVERY 21, CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE PRESSURE ELBOW IN EXCESS OF TWO. MINIUMUM 4' DIAMETER, SMOOTH, METAL DUCT, FOLLOWING DUCT ROUTE ON PLAN, BALANCE OR THERMOSTATIC MIXING VALVE TYPE PER CPC 42D.0. 12. FIRE BLOCKING TO BE PROVIDED AT 10' INTERVALS (HORIZONTAL AND VERTICAL), ENCLOSED AND CONCEALED SPACES, AND AT OPENINGS AROUDN VENTS. PIPES. DUCTS, CHIMNEYS, BETWEEN ATTIC AND CHIMNEYCHASE, AT . STAIR STRINGERS, AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS. 13. FIREPLACES WITH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION. EQUIPMENT DURING CONSTRUCTION 0 8gows���oQ°moo zioI� zw i i'nxw°1z ��r{{¢WQQyCSUPE11N QZ�O1nIIU-��W °UOm"O66�W6ZW swaWwxs<¢�a"Q° H O aq4� �CtfT�' a x a 0 �y c C O R 0 0 s C/) Q Qo a T � U b U U W tWam- 0 Z U z UW O Q U Q o� z `C, s' W M o� M 0Q c/)W LC) U) ;+o W = E2� O J U' c ® z D QzQ NJ a o 0 2: w o�z a 3 �= W D. Ul m N cc cc O M ¢ It UZrn OF 0 w0¢ LL W Z ZUU J 0 OJia w u p 2Wmm N C7 to or 200 LU QOJ ~ a¢0�0w aNZ3 O i2o EL TUBO K O O O JOB No. 2013-20 F0.;DWG�.NREVISION NO. HAW ❑ FLOOR PLAN KEYNOTES 1. SETBACK LINE 2. LINE OF FIRST FLOOR. 3. RETAINING WALL 4. DECORATIVE W.I. GUARDRAILS- SEE ELEVATION PLANS. S. DECORATIVE EXTERIOR COLUMNS -SEE ELEVATION PIANS. 6.HEARTH (CERAMIC TILE). T. F.P. VENT. 8. PROVIDE 2X6 STUDS IN PLUMBING WALLS TO PREVENT EXCESSIVE NOTCHING d BORING OF STUDS. 8. LINE OF SOFFIT. W -- SCALE: 3l16"=1'-0" 0 UQ <>0 SNO 0. aOyrLL¢y OQ I.'"2"W"Hi y�p, N;Q Wz�uHH zF a Hx m--M'>omau q�411 nRGgf�Ao � 2~ Of CAL E O V O O r V C/) < CL H Q O V ~ rn O V U m W h ¢ z -Fu Z U Uw ® <c U W Wm W V J 55M I _ Q tr 55 C? ~ >� > �O w _ O .1 co oz U) z �gN - a O 0 z N L) ¢ Q 2 Q w 5 Ir Ir m �� a 2 Q Ozm K p O,) p zO N z – OJ O O Otr� w V O N omm ~W N2 w�ZZ 00 zw �' O �m ~ R ¢NCO o O O JOB NO. 2013-20 FDWG. NO. REVISION NO. A-4 go SCALE: 3/16"=1'-0" I El ROOF PLAN KEYNOTES I ROOF GENERAL NOTES . I 1. 'EAGLELITE' CLASS'A' CLAY. ROOF TILE ICBO #4660 MODEL:'MALIBU' , WT. = 5.2 LBS/S.F. OVER 30 # FELT ROOF UNDERLAYMENT. (MIN. 72 ASTM CAP -SHEET). 2. ATTIC VENTILATION AREA CALCULATION (SECTION 12032 ATTIC SPACES) -HOUSE ATTIC VENT. AREA REQUIRED =1422 S.F./300 = 4.74 S.F. = 663 SO. IN. ATTIC VENT, AREA PROVIDED = 4 X 98.75 = 395 SQ. IN. 1 X 288 = 288 SQ. IN. TOTAL= 683 SQ. IN. -GARAGE ATTIC VENT. AREA REQUIRED = 492 S.FJ300 =1.64 S.F. =236.16 SQ. IN. ATTIC VENT. AREA PROVIDED = 1 X 288 = 288 SQ. IN. VENT TYPE -O'HAGIN'S, INC. MODEL: FLAT, NFVA:98.75 SQ. IN. - 24" X 24" SQ. NET FREE AREA = 288. 3. G.I. FLASHING & BUILT-UP CRICKET. 4. FIREPLACE CHIMNEY. 5. BEAM - SEE STRUCTURAL PLANS. 6. POSTS - SEE STRUCTURAL PLANS, 7. TRELLIS - SEE STRUCTURAL PLANS. 8. ALUMINUM SEAMLESS GUTTER & DOWNSPOUT COLORED TO MATCH ROOF TILES - SEE DETAIL 5/AD-1. 9. G.I. FLASHING @ WALLS. 1. ROOF TILE IS TO OVERHANG THE EDGE OF THE ROOF BY ABOUT 1* TO 1 1/2" TYPICAL 2. ALL ROOFS SHALL BE FIRE STOPPED AND ENCLOSED WITH MATERIAL AT THE EAVE ENDS TO PROCLUDE ENTRY OF FLAME OR EMBERS UNDER ROOFING MATERIAL 3. PROVIDE ATTIC VENTILATION EQUAL TO A MIN. OF 1/150 OF THE AREA TO BE VENTILATED. THIS MAY BE REDUCED TO 1/300 WHEN THE VENTILATORS ARE IN SUCH PLACES THAT AT LEAST 50% ARE LOCATED IN THE UPPER 1/3 OF THE ATTIC AREA 4. 30 # HEAVY FELT UNDERLAYMENT TO BE PROVIDED FOR CONCRETE TILE ROOFING SIDE LAPPED 2" AND END LAPPED 6". TWO LAYERS EXTENDING FROM EXTERIOR WALL LINE 24" UP ROOF, CEMENTED TOGETHER W/ APPROVED CEMENTING MATERIAL 5. ATTIC VENTILATION OPENINGS, FOUNDATION OR OTHER VENTILATION OPENINGS INTO VERTICAL EXTERIOR WALLS AND VENTS THROUGH ROOFS SHALL NOT EXCEED 144 SQ: INCHES (0.0929 m2) EACH. SUCH VENTS SHALL BE COVERED WITH NONCOMBUSTIBLE CORROSION -RESISTANT MESH WITH OPENINGS NOT TO EXCEED I INCH (6.4mm) OR SHALL BE DESIGN OR APPROVED TO PREVENT FLAME OR EMBER PENETRATION INTO THE STRUCTURE ATTIC VENTILATION OPENINGS SHALL NOT BE LOCATED IN SOFFITS, IN EAVE OVERHANGS, BETWEEN RAFTERS AT EAVES, OR IN OTHER OVERHANG AREAS. 6. CLASS 2 IGNITION -RESISTANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 5052 THROUGH 505.11 OF THE 2006 WILDLAND-URBAN INTERFACE CODE. 7. THE OPEN ROOF EAVE SHALL BE NONCOMBUSTIBLE MATERIAL OR IGNITION -RESISTANT OR ONE LAYER OF j INCH TYPE X DRYWALL SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERDSIDE EXTERIOR OF THE ROOF DECK OR THE EXTERIOR PORTION OF AONE HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNATED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE MANUEL PER CRC SECTION R327.7.4. 8. COMBUSTIBLE EAVES, FASCIAS AND SOFFITS SHALL BE ENCLOSED WITH SOLID MATERIALS WITH A MINIMUM THICKNESS OF ; INCH (19mm). NO EXPOSED RAFTER TAILS SHALL BE PERMITTED UNLESS CONSTRUCTED OF HEAVY TIMBER MATERIALS. 9. PROVIDE ATTIC VENTILATION EQUAL TO A MINIMUM OF !i OF THE AREA TO BE VENTILATED. THIS MAY BE REDUCED TO yk WHEN THE VENTILATORS ARE SO PLACE THAT AT LEAST 50% ARE LOCATED IN THE UPPER 3 OF THE ATTIC AREA 10. PROTECTION OF OPENINGS INTO ATTICS, FLOORS OR OTHER ENCLOSED AREAS SHALL BE COVERED WITH CORROSION -RESISTANT WIRE MESHNOT LESS THAN a" OR MORE THAN � IN ANY DIMENSION WITH CHIMNEY HAVING A SPARK ARRESTOR OF A MAXIMUM OF 2" SQUARE SCREEN PAINTED "ICI" FOREST BLACK TO CONCEAL ARRESTOR. W O WaN����w¢mjOOLL I'z aC �+�+��+++HW¢ZUO� "u ow�u ffimo.2 �vin�mw �3.5>2°m¢0u a E O V O 0 m T Pn Q v J O Q � U o t1 C LL U °' V .H 6 7 = z= Uw 0 c)tit oM W C.9 Q W-0) Fn~ > 0) W > E° co M f- O W Z z DZ y 5 - a W n o^ 0 d z N 0 Q w - N = w W m K� O m �jrn (D Z Z L) WZ O N WU'mm N w2mc mzz ED W a oN00 o O o p.. 0 0 r0 JOB NO. 20 1 3-G0 LA-;DWGL.NO.REVISIONNO. FF Y O S 2 m ¢ O O O • O SS 3�1�zW w W w 3 m.•6yWZrQUm NmF 0G W C G QwpO � JKN�¢Z OO 2 NPd W5Jw m UNUI6I-->WF4S"m WNxW02 ZaZVQmU•UNU 6� FRW <�Q W=T W_VypzYOn� W: OOmV�w `o_oii li�z Un4Nyp'j4 WLL y ¢1x522 WO OU � OU� O O>mmQU . ED ARCA qr��l TTS 1 b EDF CAL�4 0 0 0 CL r V 0) O 0 W v Z U zE W (.) w 0< 0 z c W QU) �/T {.L 0% W Orn OltJ U) c)LLI z 3 N a v � O O z tp W ¢ { N = W z K m �b 0 2 Q ZZ;; >f N Z ZUQ0 W N7 0 _lmir W w W N N w<< m ZZ w0� ¢�00 Ow= FO`s ❑ m tl 5 m NOO ❑ JOS NO. 2013-20 DWG. NO. REVISION NO. 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OVER 30 # FELT ROOF UNDERLAYMENT.- 111- smR1•Iiii:iiilw.:-!wI•tw;•I.-.1R::1w•' m II1,-:,111R,.i • •-': STUCCO (72 ..O 20 0) .•.Iw.. :R.11;,-tt:,1Iww1-1,�,111 1jilwlR.lwR1(RR,-R.1IR(•w:IwwiIRR1IRwI! w•I - :ilww•lww-l.R .GRID.!.t.,w,l.ww.,• ...- • . .. - . ...- . , 3. mn� m P11111iwIRlwlwlpl•1•Llwl.,w!_ �.•I;i,iwt,lw(w1.1.1.,.1aa�ji'�':lRI�Ij11R.,• w1\Iwt•Ip(•IIpI111w.•(w1.1,11.•» M111111I•IRIwI•Iw1•I.IM RlRtwtwlwlwl:l••w- ..Iw!11t,,.w fVINDOWS SHALL BE DUAL GLAZED WITH LOW"E'_Lllllliwtw(R/wIR(w!R/RIwIw!R�••.•w1•I•LIRIRIRIRiwiwi11tl11w�wlwtwtMwlR1•IRIR1111R•.. -Iw!w1Mw--..-,• 11!w!w!w!pewy!w!;•.,w!w!w!w!w!MwV!w!w!w!w!wIM•MMM(Mw!w!w!w!w!w!w1•(w!w+a.!w!wlw:. -- S -SECTIONAL OVERHEAD GARAGE DOOR. 5. PRE -FABRICATED DECORATIVE FIBERGLASS FOAM MOULDING FINISHED WITH MATCHING STUCCO. • ! 117 ❑ ■ 161E�1.1 • - 6. PRE -FABRICATED. • . •NCRETE COLUMNS WITH7. DECORATIVE COLUMN BASE AND CAPITAL l loll PRE -FABRICATED DECORATION CONCRETE BALUSTRADES FINISHED ID .wlwlw.w.wy1.......1.y1....Ryyy.w.•.w...: -__- _..._-_... 1■' WITH EXTERIOR - • . i-Iw1jI.I.I.I.I.,Rtw,wlwl J,R,,��,•,w,wlwylwylwlNNw(i1MRIR1.IM11Vyy,w IwIwlwlwlwl.Iwl•1wlw� IE11 QUI DECORATIVE - . - . GUARD RAIL FINISHED WITHI•I•••1•••••.•:Ij�•t•f•1�1•I•I�I�IAI�1�1•!•1•r•� ,= EXTERIOR • POINT.' PRE -FABRICATED DECORATIVE F• • • • •■� O� STUCCO.MATCHING 10. PRE -FABRICATED DECORATIVE EAVE MOULDING FINISHED WITH EXTERIOR STUCCO. FIRE PLACE CHIMNEY WITH SHEET METAL APPROVED SPARK •-1 HEIGHT ENVELOPE IMI Hill Jim U :e11. t m 1 . ORA 13. DECORAT VE SPLIT FACE CMU RETAINING WALL 1_I lei _ ZE . 1 • DECORATIVE • - 111 I. let ••- •. BUILT-UP15. • PILASTER r •- � STUCCO. DECORATIVE16. . . GLASS FORCED WINDOW17. DECORATIVE BUILT UP SHELF & CORBEL FINISHED WITH EXTERIOR 18. DECORATIVE CUSTOM ENTRY DOOR. 1��• ten mom 010, 11 11__'►� .:. / 9.! yo s vn� 1 19. DECORATIVE LIGHTING FIXTURE Ian 20. DECORATIVE ROOF ATTIC VENTILATION 21 LINE 22 DECORATIVE PLANTER. OF BASEMENT BEYOND.24. 23 CONCRETE STEPS. DRIVEWAY TO 25. EXISTING GRADE i��_■1-�" ierenid-et ie� %-'eons✓'\��'' 1 ■:rlm1■:II ® It Ili:%,%/\` 1200 FF (SUBI BASE 1. STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 25 THE CBC. WHEN STUCCOIS APPLIED OVER WOOD BASE SHEATHING TWO LAYERS OF GRADE PAPER SHALL BE APPLIED. MINIMUM NO. 26 GAGE CORROSION RESISTANT WEEP SCREED BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE LOF C,.i:.C... rim .SHALL ON ALL EXTERIOR STUD WALLS. SCREED SHALL BE PLACED MINIMUM OF :• ORABOVE PAVED AREAS all FF Y O S 2 m ¢ O O O • O SS 3�1�zW w W w 3 m.•6yWZrQUm NmF 0G W C G QwpO � JKN�¢Z OO 2 NPd W5Jw m UNUI6I-->WF4S"m WNxW02 ZaZVQmU•UNU 6� FRW <�Q W=T W_VypzYOn� W: OOmV�w `o_oii li�z Un4Nyp'j4 WLL y ¢1x522 WO OU � OU� O O>mmQU . ED ARCA qr��l TTS 1 b EDF CAL�4 0 0 0 CL r V 0) O 0 W v Z U zE W (.) w 0< 0 z c W QU) �/T {.L 0% W Orn OltJ U) c)LLI z 3 N a v � O O z tp W ¢ { N = W z K m �b 0 2 Q ZZ;; >f N Z ZUQ0 W N7 0 _lmir W w W N N w<< m ZZ w0� ¢�00 Ow= FO`s ❑ m tl 5 m NOO ❑ JOS NO. 2013-20 DWG. NO. REVISION NO. A-6 AX. BUILDING HEIGHT ENVELOPE �__g 80 ______ 11____________------------------------------------------------------- ------- ' | -______1175- ------------------------------ ---------------------------------------------------- � ------- 117O 1170 EXNG ----------------- 1165 N 1165 � ____--____—____—____----------- ------------------------------------------------------------------------------�—������ [-1ELEVATION KEYNOTES ,. 'EAGLELmE'ome NcunnnornLE.moo#^66n MoosL:'MAuou.WT. ~acmomsOVER 30wFELT ROOF UNDERLAYMENT. (MIN. 72 ASTM CAP-SHEETI. 2. *LA HABRA - STUCCO (72 ADOBE 50 BASE 200) s "Jcmwcw DOORS AND WINDOWS WITH GRID. ALL DOORS AND WINDOWS SHALL osDUAL GLAZED WITH mW"E"swsmGYEFFICIENT GLAZING. ^. 5 -SECTIONAL OVERHEAD GARAGE DOOR. ,. PRE -FABRICATED DECORATIVE FIBERGLASS FOAM MOULDING FINISHED WITH MATCHING STUCCO. n. DECORATION CONCRETE COLUMNS WITH DECORATIVE COLUMN BASE AND CAPITAL EAST ELEVATION (Right) WITH EXTERIOR GRADE PAINT. u T-6"HIGH DECORATIVE WROUGHT -IRON GUARDRAIL FINISHED WITH EXTERIOR GRADE POINT. o. PRE -FABRICATED DECORATIVE FOAM MOULDING FINISHED WITH MATCHING STUCCO. ,uPRE-FABRICATED DECORATIVE s^vsMOULDING FINISHED WITH EXTERIOR STUCCO. ,`. FIRE PLACE CHIMNEY WITH SHEET METAL APPROVED SPARK ARRESTOR. 12. DECORATIVE STONE VENEER. ,aDECORATIVE SPLIT FACE CMU RETAINING WALL w.DECORATIVE CONCRETE CAP. 15. BUILT-UP COLUMN PILASTER FINISHED WITH MATCHING EXTERIOR 16. DECORATIVE CUSTOM STAINED GLASS FORCED WINDOW `zDECORATIVE BUILT upSHELF uCORBEL FINISHED WITH EXTERIOR ,uDECORATIVE CUSTOM ENTRY DOOR. `9,DECORATIVE LIGHTING FIXTURE. m.DECORATIVE ROOF ATTIC VENTILATION c,.LINE orBASEMENT Bemwo. 22.DECORATIVE PLANTER. m.CONCRETE STEPS. 24.DRIVEWAY roBASEMENT GARAGE. 25.EXISTING GRADE xn. (N) GRADING /wELEVATION Fl ELEVATIONS GENERAL NOTES 1. STUCCO SHALL BE INSTALLED mACCORDANCE WITH CHAPTER 25 OFTHE CBC. WHEN STUCCO sAPPLIED OVER WOOD BASE SHEATHING TWO LAYERS OFGRADE PAPER SHALL BE APPLIED. MINIMUM NO. mGAGE CORROSION RESISTANT WEEP oonceo SHALL oePROVIDED mvxBELOW THE FOUNDATION PLATE LINE nwALL EXTERIOR STUD WALLS. SCREED SHALL esPLACED MINIMUM op4"^ameTHE EARTH nn2"ABOVE PAVED AREAS ` _6 1215 ------------------- --------------------------------------- j 1L21 1. FF (BASEMENT 1210 1210 ______________________________________ ' |OPEN | ' 1205 -~�-~ MAX. ouuomo *cwx svv�o� ------��7----- . `�`` 1200 FF (SIB _- ------------ � _____-______________________-_________-______-______ 1195 --------- --------------1190 � ------- 119D- ------------------------------------------------ _--------- __-___________11851185 --_------------------------------------------------------------------------�M��--� -------------- 80 ______ 11____________------------------------------------------------------- ------- ' | -______1175- ------------------------------ ---------------------------------------------------- � ------- 117O 1170 EXNG ----------------- 1165 N 1165 � ____--____—____—____----------- ------------------------------------------------------------------------------�—������ [-1ELEVATION KEYNOTES ,. 'EAGLELmE'ome NcunnnornLE.moo#^66n MoosL:'MAuou.WT. ~acmomsOVER 30wFELT ROOF UNDERLAYMENT. (MIN. 72 ASTM CAP-SHEETI. 2. *LA HABRA - STUCCO (72 ADOBE 50 BASE 200) s "Jcmwcw DOORS AND WINDOWS WITH GRID. ALL DOORS AND WINDOWS SHALL osDUAL GLAZED WITH mW"E"swsmGYEFFICIENT GLAZING. ^. 5 -SECTIONAL OVERHEAD GARAGE DOOR. ,. PRE -FABRICATED DECORATIVE FIBERGLASS FOAM MOULDING FINISHED WITH MATCHING STUCCO. n. DECORATION CONCRETE COLUMNS WITH DECORATIVE COLUMN BASE AND CAPITAL EAST ELEVATION (Right) WITH EXTERIOR GRADE PAINT. u T-6"HIGH DECORATIVE WROUGHT -IRON GUARDRAIL FINISHED WITH EXTERIOR GRADE POINT. o. PRE -FABRICATED DECORATIVE FOAM MOULDING FINISHED WITH MATCHING STUCCO. ,uPRE-FABRICATED DECORATIVE s^vsMOULDING FINISHED WITH EXTERIOR STUCCO. ,`. FIRE PLACE CHIMNEY WITH SHEET METAL APPROVED SPARK ARRESTOR. 12. DECORATIVE STONE VENEER. ,aDECORATIVE SPLIT FACE CMU RETAINING WALL w.DECORATIVE CONCRETE CAP. 15. BUILT-UP COLUMN PILASTER FINISHED WITH MATCHING EXTERIOR 16. DECORATIVE CUSTOM STAINED GLASS FORCED WINDOW `zDECORATIVE BUILT upSHELF uCORBEL FINISHED WITH EXTERIOR ,uDECORATIVE CUSTOM ENTRY DOOR. `9,DECORATIVE LIGHTING FIXTURE. m.DECORATIVE ROOF ATTIC VENTILATION c,.LINE orBASEMENT Bemwo. 22.DECORATIVE PLANTER. m.CONCRETE STEPS. 24.DRIVEWAY roBASEMENT GARAGE. 25.EXISTING GRADE xn. (N) GRADING /wELEVATION Fl ELEVATIONS GENERAL NOTES 1. STUCCO SHALL BE INSTALLED mACCORDANCE WITH CHAPTER 25 OFTHE CBC. WHEN STUCCO sAPPLIED OVER WOOD BASE SHEATHING TWO LAYERS OFGRADE PAPER SHALL BE APPLIED. MINIMUM NO. mGAGE CORROSION RESISTANT WEEP oonceo SHALL oePROVIDED mvxBELOW THE FOUNDATION PLATE LINE nwALL EXTERIOR STUD WALLS. SCREED SHALL esPLACED MINIMUM op4"^ameTHE EARTH nn2"ABOVE PAVED AREAS 30' It —T.O.P. 1242.5 - - - - - -- - WIC 2 13ATHRM FF (SECOND OqR) 12 LCONY 3.5 F� OND FLOOR)1233.5 -- - — --------------- --- 4-CrIE -- - - - - - - - - C) (E)GRADE --------- 1225 ------------- FF LFLRST_-El-QOF).j:L22.5 . . . . . . . - - - - - - - - - - - - - - - - - - - ll(TIRST- L R 1222.5 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4-1- - — ----------- - 1220 EP ------------------- PROPOSED )RIVEWAY sum6 BD M 1215 ---------------------------------------- ------------------------------ FF (BASEMENT) 1211.5Fl H 1210 ----------------------------------------------------- -------------- o OUTDODR PATIO 1205 FF (SUB t.6ASEMENT)1200.5 1200 III------------ ---------------------------------------------------------------------------- 1195 2•l SLOPE ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1190 :1 SLOPE -------------------------- ----------------------------------------------------------------------------- - 1185 2 ------------------------ ------------------------------------------------------------ -------------- 1180 -------------------------------------------------------------------------- ------------------------------------------ 1175- ------------------------------------------------------------------------------------------------------------------------------------------ 1170 - ---------------------------- - ------------------------------------------------------------------------------------------------------------- ------------------------------------ ----------------------------------------------- -------- -------------------------------------- ----------------------------- SECTION - SCALE: 3116"=1'-0' ------------------------------------------------------------------------------------------------------------------------------------------------ BUILDING SECTION GENERAL NOTES BUILDING SECTION KEYNOTES 1. NEW GRADE 2. EXISTING GRADE 3. 42* HIGH WROUGHT IRON RAILING 4. PILE FOUNDATION - SEE STRUCTURAL PLANS 5. LINE OF BUILDING ENVELOPE 6, 3'-6" HIGH PONY WALL. 7. DECORATIVE CHANDELIER LIGHT FIXTURE. 0o , M l'JNMzq pill VD AR E 0 0 cu w < < 0 CL 18) CO c: U LLJ W < 0) 0 IV5 tz 7 r K(:5.ffi Z c) E ry w 0 < UQ ry < z3: w co) 0 M—J < w L? U) > > 0) W. U) W cr) cr) 0 oZ w zz =3 w w C5 z E0 w Z < W � 2 rn U) w W m )-m 2 It <of X� IZ 0 a: O`=,<� 0 W. Z guU 0 2 . 0 0 �wa: E5 , . w w . mm w (n mu, Doc C7 w K ZE00ZZ 0 2 1 CL .6 Z Z 0 Z;2:F 0 0 ;;<< < m CL co M56 o m JOB NO, 2013-20 EDWG., REMSION NO W2 z�a�w��F� mmoo� 2 zzO 2 S +� �UFSo>gnffip,o Nr W.1 Qin KwwN�W-W W U04�UW�ui�2°OUB �wnmw�ono>omau E9 AR,$ ti� JTF 5 a x F0 CAU�o4 E O U O O v d L !Z H Q O U v U Q� W H v Z U =E UW 0< Q o I) z wCo m �1� J `? `.J Q m Ln U) > >> o LLQ C m� oZ w z �Z N 5 - a a O 0 O Z N W W W d F N= W W m � � O d O w o< Z N Z ZOO O O O �Wcf LU ~ o l Wmm IU W N y g N N W — � 000 L) O w a X00 Z Z Pl O o�mm ce dd m d E mN00 0 m O O JOB No. 2013-20 F;GNO.REVISION NO. FY yyZ Q OHO€€ Om� O 3 �V��33z of-piE.((CC � mF a N 6 a Z O W +i K Nq� O f�N Q-'S"o WN O� o G aSh��zW F zMWOm�o 0 aow��a zrcyoo csi� s s�y �N61=-mW1-C60>Om<U �A ARCS 44v1 r�E' � tuna 9 maro'�I 9 Ste~ .e0 CAl.`cp4 E 0 V O. 0 .0 Q 4 O Go)- � V T c o �— U °' W W CJ = z or Uw 00 <N z � w m w O U)~ > o EEO W= 0-i 01 cW coz m _ w z Lo Lo a oc 0 C5 W w Z N = w w, m Q O N 2 Z. w U O 2t Wmm t w w jr y0�❑ V1 m L9 rrzz 0 a m 1, z Z O 001 p F W 2 C) Qm¢¢ m .� 0 O. E ONTO E, JOB NO. 2013-20 REVISION NO. F;G� I n 4 n ' n I I ATTIC ATTIC ATTIC T.O.P. LEVEL m 2ND FLR LEVEL FF MASTER SUITE WIC WIC ASTER SUITE 3 WIC M ER UITE 4 I I MASTER SUITE 5 4 o � 4 CAR GA GE PANTRY BRI AMAST /K TC iEN 3 DINING RM F AILY ROOM FI ROOM WIC 12 2 5 I iS lFLR LEVEL FF } 4 1220 I? (E)GRAIE GUEST BDRM WIC NDR MEI RO I ORAGE MEDIA / THEATRE 1 2 1 5 1 2 1 0 WETBAR REA 00 DAJEMENTFF 4 9 Zi SLOPE -------- ftETAiNING WALL (y)GFJ�DE 7�1 200 4 --------------�-- --------------------------------------------------------------------------------------------------------------------------------------------------------- 1195 SECTION -CCS SCALE: 3/16"=1'-0" LEGEND BUILDING SECTION GENERAL NOTES ❑ BUILDING SECTION KEYNOTES F.G FINISH GRADE F.F FLOOR FINISH 1. NEW RETAINING WALL. 2. EXISTING RETAINING WALL 3. DECORATIVE COLUMN. 4. VAULTED CEILING. 5. FRE PLACE CHIMNEY SPARK ARRESTOR. 6. LINE OF SUB -BASEMENT BEYOND. 7. CUSTOM DECORATION PRE -FAB DOME. FY yyZ Q OHO€€ Om� O 3 �V��33z of-piE.((CC � mF a N 6 a Z O W +i K Nq� O f�N Q-'S"o WN O� o G aSh��zW F zMWOm�o 0 aow��a zrcyoo csi� s s�y �N61=-mW1-C60>Om<U �A ARCS 44v1 r�E' � tuna 9 maro'�I 9 Ste~ .e0 CAl.`cp4 E 0 V O. 0 .0 Q 4 O Go)- � V T c o �— U °' W W CJ = z or Uw 00 <N z � w m w O U)~ > o EEO W= 0-i 01 cW coz m _ w z Lo Lo a oc 0 C5 W w Z N = w w, m Q O N 2 Z. w U O 2t Wmm t w w jr y0�❑ V1 m L9 rrzz 0 a m 1, z Z O 001 p F W 2 C) Qm¢¢ m .� 0 O. E ONTO E, JOB NO. 2013-20 REVISION NO. F;G� GENERAL NOTES SPECIAL NOTE: CONSTRUCTION NOTES QUANTITIES LEGEND 1. ALL GRADING SHALL COMPLY WITH THE PROVISIONS 13F SECTION 1803 AND APPENDIX v or THE TOPOGRAPHY WERE PROVIDED BY B13YD SCHNEIDERWENT tO-CONSTRUCT EXISTING DRIVE APPROACH PER APWA STD. 8110-1 --- EXISTING CONTOUR -PROPOSED CONTOUR 60 POMONA FWY 57 CALIFORNIA SIRLDDNG CODE (2007). AND ALL AMENDMENTS ADDOPTCD BY THE CITY. LAND SURVEYOR. .. AND PER SEPARATE PERMIT ....__.._........».............»..._._..... _ ............. ..».._.»...._._... 2 EA (I00) EXISTING ELEVATION Z ALL HILLSIDE GRADING WITH SLOPES IN EXCESS O' 10X SHALL COMPLY WITH THE HILLSIDE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE O2 -CONSTRUCT RETAINING WALL BY SEPARATE PERMIT AND ]Do PROPOSED ELEVATION GOLDEN SPRING MANAGEMENT ORDINANCE AND SHALL TYPICALLY NOT EXCEED 24. ACCURACY AND EXISTING CONDITIONS OF THE SITE. .....»...............-._.,__._.».»._._..._..»_._.__..»...»..»»».....-._..... 105 SOFT PER ARCH. PLANS ............. >oc RETAINING WALL W 3,NO GRADING SMALL COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUE BY THE CITY OF DIAMOND HAP. rl „� ,�,* ., rrn .,r+.- �-cal„.srR-oc-ro--��,•ERGTE-ccn-.rAl=l= PER AREA PEAN..............._..... .. OD EF STEM WALL DEEP FOOTING R/OG+ Z -- NOTE: 4. ALL FILL SLOPES SMALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF 7HE MAXIMUM DENSITY. - »» -» ,_,,,., o--o--CUT/F1LL LINE Ff FINISHED PODR �'�E F LINE R W > 5. SUFFICIENT TESTS OF BEEN. PROPERTIES, INCLUDING SEL TYPES AND SHEAR STRENGTHS SHALL BE MADE 1. DO NOT SCALE THE DRAWINGS FOR CONSTRUCTION STAKING. SO --CONSTRUCT WATER PROOF STEM WALL OR RETAINING WALL FG FINISHED GRADE FS FINISHED SURFACE Q DURING GRADING OPERATIONS m VERIFY COMPLIANCE WITH DESIGN CRITERIA THE RESULTS OF SUCH NOTED ONLY. BY SEPARATE PERMIT & PER ARCH. PLAN...._..._.._».............»..»..»..».._....»._. DOD LF FL FL13V LINE TESTING SHALL BE REPORTED IN THE FINAL AS -GRADED REPORT (PREPARED BY THE APPLICANT AT HIS EXPENSE), OR UPON REQUEST OF THE CITY. A MINIMUM NUMBER Or FIELD DENSITY TESTS ARE m BE 2. USE REFERENCED OR DIMENSIONS (D -CONSTRUCT CONC. ROCK RIP RAP PER PLAN AS SHOWN ..._»._..»»......... 15 SOFT TC TOP OF CURB Z MADE AS FELLOW& 3. USE FOUNDATION PLAN FOR CONSTRUCT. STAKING. TG TOP OF GRATE �'R wQ- < n. ONE TEST FOR EACH TWD-FWT VERTICAL LIFT. ONE TEST FOR EACH IWO CUBIC YARDS OF MATERIAL PLACED CONSTRUCT 2'X2DRAIN BOX PER BROOKS CDNC. PRODUCT AS SHOWN 1 EA E.C.NSTR UCT 2-4' PVC PIPE SCHD. 40 ............._._......._....»._.... E2 LF TV TOP OF WALL.3b. NG NATURAL GRADE»...._»...... TRW TDPOF RET. WALLcA SUFFICIENT NUMBER OF FINISH SLOPE TESTS TO VERIFY COMPACTION OF THE SLOPE SURFACE OWNER SOILS ENGINEER TREES TO HE REMOVE PER PLAN AS SHOWN ................ 3 EA TF TOP OF FOOTING � a O 6, IN FILL SHALL HE PLACED UNTIL STRIPPING OF VEGETATION, SOLS OF UNSUITABLE SOILS, AND INSTALLATION ff SUHDRg1NS CIF NEEDED) IS ACCEPTED BY THE SECS ENGINEER OR ENGINEER'G GEOLOGIST. GLOBAL GED -ENGINEERING, INC. ....._......._........ D CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' INV, INVERT ELEVATION G8 GRADE /LODGE POLE RD 7. NO FILL SHALL BE PLACED t1NT7l THE PLACEMENT Of EROSION LpMROI MCFSIRE FOR TH. PROJECT BASANT BHATIA 3 CORPORATE PARK, SUITE 270 SPLASH BLOCKS PER ARCH PLAN, ................ _..,._._..... .......... ........ ..».......... 12 EA GARAGEBREAK MPF IGH POINT FLOOR N CREEK IS ACCEPTED BY THE CITY. 17753 VIA SAN JOSE ROWLAND HEIGHTS. CA 91748 IRVINE, CALIFORNIA 92606 U.S.D. UNDERSIDEWALK DRAIN R/W RIGHT-OF-WAY INp1A B. THE UNDERSIGNED CIVIL ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OR UNDER HIS SUPERVISION AND THAT THE PLANS CONFORM m ALL PERTINENT PROVISIONS 626-771-7399 EDDIE 949-221-0900 BV BACK OF WALL OFSECTIDN 7803, EXCAVATION, GRADING 6 FILL AND APPENDIX 'J', GRADING OF THE CALIF. BUILDING CODE 2010[, C.L.F. CHAIN LINK FENCE L1. LEVEL LINE A `(k F ACE Cf CURB F V PINDIAN CREEK NANIJEH NADERI RCE NO 46015 DATE IMPORTANT NOTE: HSL UISETBACK UNE C/B Catch Basin .r{IPS" 9. APPROVED PROTECTIVE MEASURE AND TEMPORARY DRAINAGE PROVISIONS SHALL BE PROVIDED K 5' MIN. HORIZONTAL DISTANCE __ C.B.V. _ Conc, Block Wag - m PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIAL OR DIVERTED FLOWS REQUIRED FROM THE TOP OFC&G INDEX ..-Curb and Gutter DARING AND AFTER PHASES OF CONSTRUCTION FOOTING TO THE PROJECTION Vali VICINITY MAP 70. ALL OFFSITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER IL ROUGH GRADING CERTIFICATION MUST BE SIGNED BY SOILS AND CIVIL ENGINEERS AND K PROVIDE WEEP HOLES IN - DESCRIPTION SHEET NO. RV, _ Retainlnp R.D. ROOF DRAIN .� APPROVED BY THE CITY INSPECTOR PRIOR TO ISSUANCE OF BUILDING PERMIT. BLOCK WALLS - TYPICAL.• TITLE AND DETAIL SHEET I O'p Tree, DI-terla ALL CUTS SHALL BE ®SERVED BY THE ENGINEERING GEOLOGIST DURING GRADING SO THAT SO THAT ANY ADVERSE CDNDITIOIS CAN BE RECOGNIZED AND CORRECTED, K LEAVE I/2 BLOCK OPEN FOR .. ..... ....... .»...... _........ ............. Street Lloht 13. ANY MODIFICATIONS OF, DR CHANGED IN, APPROVED GRADING PLANS MUST HE APPROVED BY THE CITY. DRAINAGE AS NEEDED GRADING PLAN.».._...._._»_...__..._.._.._..»...»....._...__.....»«...... 2 J't 14. ALL GRADED SITES MUST HAVE DRAINAGE SWALES, BERMS, AHD OTHER DRAINAGE DEVICES K PROVIDE 41 MIN FREE BDARD EROSION CONTROL PLAN ..» ... ...... .......... ........ ...... ................ 3 BSL= BUILDING SETBACK LINE APPROVED AT THE ROUGH GRADING STAGES. FOR ALL RET. WALL (TYPICAL) "'�„y TRP °F G! - 15. NO ROCK OR SIMILAR MATERIAL GREATER THAN B' IN DIAMETER WILL BE PLACED IN THE ' FOR PLACEMENT HAVE BEEN SUBMITTED BY THE SODS OF THE SLOPE. / 6' CURB VALL rsfi FILL ULES5 RECOMMENDATIONS SUCH ENGINEER AND APPROVED IN ADVANCE BY THE CITY. y ID GRADING OPERATIONS MUST BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION W THE SOILS GROUTED RIP -RAP ENGINEER AND/DR THE ENGINEERING GEOLOGIST OF THE RECORD 17. EXCAVATIONS FOR STABILITY KEYS AND REMOVAL or UNSUITABLE SOILS MUST HE OBSERVED AND ACCEPTED IN WRITING BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST PRIOR TO PLACING FILL„i?FaTMy=N�.ao 18. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST MUST DOCUMENT AND ACCEPT ROU LBN GRADING BY FINAL REPORT PRIOR TO APPROVAL BY THE CITY. THE FINAL REPORT MUST MIN. 4' IMBEDNENT dt 6' n 3 �; • o PROJECTION ABOVE GROUT. O oc>^a' GROUT TO 8E FLUSHED WITH 1. ROCKS FOR GROUTED RIP -RAP SHALL BE GOOD OUAUTY BROKEN CONCRETE AND/OR RIVER RUN ROCKS. THE SMALLEST DIMENSION SHALL EXCEED 6' AND THE LARGEST DIMENSION SHALL NOT EXCEED 24'. THE LARGEST DIMENSION SHALL NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. bpd" HYSN 1Y SLOPED BOTTOM - i INCLUDE AN AS -GRADED GEOTECHNICAL MAP. . •J, •C'•' DQST'G GROUND. Z THERE SHALL BE A GROUT BED OF AT LEAST 2 INCHES BENEATH THE FIRST LAYER OF ROCK. ALL THE VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT. MAXIMUM SPACING BETWEEN INV. ELEV. PV :+ 6 19. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST MUST HAKE R FINDINGS IN ACCORDANCEo oo h �3 PIPE LAN WITH SECTTDN OS OF THE LDSSEE ANGELES COUNTY BUILDING CODE FOR THE GRADED 577E PRIOR TO APPROVAL BY THE QTY. ' ay^� a c ROCKS SHALL BE 2 INCHES. 3. SURFACE ROCKS SHALL BE EMBEDDED FROM 1/2, TO 2/3 OF THEIR MAXIMUM DIMENSION. _ 20, FOUNDA ON AMDIOR WALLEXCAVATIONS PRIOR OBSERVED ACING ACCEPTED IN TING H TTHE SOILS ENGINEER OR ENGINEERINE GEOLOGISTm STEEL OR CONCRETE. 4. CONCRETE MAY BE SUBSTITUTED FOR THE GROUT. _ 2L A REGISTERED CIVIL ENGINEER SHALL SUBMIT A GRADING CERTIFICATE TO THE CITY ENGINEER NO MORE THAN !0 WORKING DAYS UPON COMPLETION OF FINAL GRADING OPERATIONS CERTIFICATE OF OCCUPANCY Or ENGINEER'S FINAL d � Ga" nn.�-•s�r-�"oA '�� - - • � '4' '' I" •'1 •• H ' SHALL BE ISSUED SUBJECT TO THE CITY ENGINEER'S APPROVAL SAID ERTIFICAM GRADING MUST BE APPROVED BY THE CITY BEFORE OCCUPANCY OF BUILDINGS VILL HE ALLOWED. 6• MIN i - 2Z THE SOBS AND GEOLOGY REPORT PREPARED BY GLOBAL GED -ENGINEERING, INC, AND DATED 02/0720[2 �u 18' 1O 6' E4' AND 06/12/2012 SHALL BECOME A PART IF THIS GRADING PLAN AMID ALL RECOMMENDgTI0N5 CONTAINED ni^ 4' MI B' MAX HIGH 6- CLEAR IS STAGGERED ROWS , THEREIN SHALL BE STRICTLY ADHERED TEL 23. A COPY OF THE GRADING PERMIT AMD APPROVED GRADING PLANS MUST BE IN THE POSSESSION CIF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. PNEP RUM ROCKS 2' HAX Na 2 6' MAX. APART ^ SPAQNG - 4 AR •. TYPICAL 6• MN DRAIN BOX 24, FINAL GRADING MUST BE APPROVED BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED RIP RAP DETAIL r' n. i 7 . e SEE BROOK CONC. PRODUCTS 25. THESE PLANS HAVE BEEN CHECKED BY THE CITY CIF DIAMOND DAR ONLY FOR CONFORMANCE VEEN CITY WITH DEVEIJIPKENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL OF N.T.S. U U.- f U �••• :• (YI.'t.5.)e, STANDARDS, COMPLIANCE THE DRAINAGE AND PARKWAY IMPROVEMENTS SHOWN HEREON. NO DETAILED MATHEMATICAL CHECK CHECK WAS MADE FOR THE ACCURACY OF THE EXISTING OR PROPOSED DIMENSIONS, LINES, OR GRADES 0' }^---'•-_.-. � c SECTION A -A IMPORTANT NOTE SHOWN INCLUDING ALL EXISTING UTILITIES SHOWN DR NOT SHOWN. CONCRETE BED 26, CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE AT (909) 839-7040 FORTY EIGHT (48) HOURS N.T.S. , THE ABOVE DETAIL IS PICTORIAL ONLY AND SHALL NOT IN ADVANCE OF INTENTION m BEGIN GRADING. HE USED ASA REFERENCE FOR CONSTRUCTION. 27, ED SHALL COMPLY WITH THE CALIFORNIA STORM WATER HEST MANAGEMENT PRACTICES HANDBOOKSTHE CONTRACTOR SHALL USE BROOK CONT. PRODUCTS i TFff PROJECT'S STANDARD URBAN STORM WATER MITIGATION PLAN <SUSMP> REQUIREMENTS AS NECESSARY.. & THE PRO ' STANDARD AND SPECIFICATION FOR CONSTRUCTION 28. DIRECT ALL ROOFTOP RUNOFF TO PERVIOUS AREA OF THE CONC. DRAIN BOX AND PIPE CONNECTIONS. 29. SUFFICIENT TESTS OF FILL SOILS SHALL BE MADE DARING THE GRADING TO VERIFY THE SOILS PROPERTIES COMPLY WITH THE DESIGN REQUIREMENTS, AS DETERMINED BY THE GEOLOGICAL ENGINEER INCLUDING SOILS TYPES, SHEAR STRENGTH PARAMETERS AND CORRESPONDING UNIT WEIGHTS 30. R -VALUE TESTS SHALL BE USED FOR ALL PUBLIC AND PRIVATE ROADWAY IMPROVEMENTS TO IDENTIFY THE QUANTITIES MINIMUM PAVEMENT STRUCTURAL SECTION REQUIREMENTS FOR THE SITE, UNLESS OTHERVISE NOT REQUIRED BY THE CITY. 31. TYPE V SHALL BE USED FOR ALL CONCRETE WORK COMING IN CONTACT WITH THE GROUND. UNLESS CUT 235 C.Y. OTHERWISE INDICATED BY THE PROJECT'S SOIL ENGINEER FILL 252 C.Y. 3Z ESTIMATED STARTING DATE, AUG. 20, 2014 ESTIMATED COMPLETION DATE, SEPT. 30, 2014 , 33. GRADING AND CONSTRUCTION ACTIVITIES AND THE TRANSPORTATION OF EQUIPMENT AND MATERIALS AMID OPERATION OF WAVY GRADING EQUIPMENT SHALL BE UNITED TO BCTVEEN THE HOURS OF 7.00 AM AND - - 5.00 PM, MONDAY THROUGH SATURDAY. DUST GENERATED BY GRADING AND CONSTRUCTION ACTIVITIES SHALL HE REDUCED BY WATERING THE SOL PRIOR TO AND DURING THE ACTIVITIES AND IN ACCORDANCE WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 402 AND RICE 403, RECLAIMED WATER SHALL. BE USED WHENEVER POSSIBLE ADDITIONALLY, ALL CONSTRUCTION EQUIPMENT SMALL BE PROPERLY MUFFLED TO REDUCE NOISE LEVELS oaPOFUSRO PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 7b, existence and io of any undargTouth ubeat or rk-ledoe shorn o the.. plans NO. 46015 of.. obi he by a arch of avaFnae records. To the best of our kno.ledpe, there are existing Wlltles ne,easures ' except those sho.n on IN, plan. The contractor Is required to take or....Uonary to protect • Exp.1=1no16 the utiles shorn and any other lines or structures not shoen on these plans and Is responsible for the protection of and any da g, to these TMs or structures. , e ci UU SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR: e d conplete responsibility of Job site conditions during the Contract or .agrees that he shah nsaan mnstractia, of thk project,s�hd.&ng safety of al parsons and pr.p.rtyl that RNs reaak•.neot SLOPE 0.00296x1 O'X4158/1.64 = 58.21% shaiicapply continuously and not be tutted to n nal -king I— and that the contractor shall defend, I+I,rNFy and hold the o and the engineer hornless Iron any and it IbbAlty, Heol o alleged, h SITE COVERAGE GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE PLANS APPROVED BY, e neetlou Nth theP-P-hee of .ark on this project, excepting for ihbUty sriskg free, the sale rat°II°ancr of the or vogioaer The canir.ctor shah contact undar,,-.d service Alert CISA) and attain . dip LOT SIZE: 71,438 SO. FEET = 1.64 ACRE CITY OF DIAMOND BAR. Alert .-ber h rnn}mction .Ith Issuhl, of city's construction perrlt, see Note 4 NET SIZE: 66,647 SO. FEET = 1.53 ACRE THIS PLAN HAS BEEN REVIEW BY Mohan B Lip....d AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS CRY hereon The contractor shall notify USA 0-800-422-4133) at least 48 hours M BUILDING FOOTPRINT + ATTACHED PATIOS 5,890 SQ FT IN OUR REPORT(S) DATED -- PROJECT NO. DESCRIPTION OF REVISION DATE APPROVED .mance of any construction .etMfl- that nay efF,ct any underprvond -111 -NEW REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE NOTICE eontroator shag e,rlFy al eo xntmne and dM ssions ana hall repot on discr<pandes to the <n0nrer HARDSCAPE WITHOUT BUILDING AREA EXISTING LAND USE AND ZONING: RESIDENTIAL 2,342 SQ FT PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY CIF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION THEREOF. DAVID G, LUT CITY ENGINEER RCE 44053 DATE City o fDiamond Bar prior to the .-,hent of .ark LEGAL DESCRIPTION: bto purposes oris. the contr.etor The quanNtles as sho.n hereon are far p<rnit and/or rio the shall responsof for ....p t of tks prior to the start of OaanH antl account GLOBAL GED -ENGINEERING, INC. - CONCEPTUAL. GRADING PLAN to for tllrtrlbution of any axcese natarki of supplying any defitkr,clee tv briny sHe to deslpn I. of supply., LOT 37, TRACT 30091 3 CORPORATE PARK, SUITE 270 PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY, F- Brad,, there Is ro all..- fsMinMoge, or any other tors P.et.r. APN # 8713 005 013 IRVINE. CALIFORNIA 92606 949-221-0900 HALL & FOREMAN, INC, 23121 RIDGE LINE ROAD 17782 17TH STREET, SUITE 200 T1/STIN, LA 9270° LOT 37, TRACT 30091 MOHAN B. UPASANI 2301 TEL., (714) 665-4500 SOILS ENGINEER RCE NO. DATE SCALE AS NOTED DRAWN MN NADERI CONSULTING ENGINEERS BENCH MARK BASIS OF .BEARINGS DATE 08-19-2015 CHECKED MN !A .O.BO X7553 VERNE91750 H.G. 2100 ELEVATION 772.302' THE CENTER LINE OF INDIAN CREED ROAD SHEET 1 OF 3 RECOMMENDED 909-374-0453 NEC DEVOYAHOO.COM R.D,B.M.K. IN CONCRETE HEADWALL NEAR INTERSECTION OF SHOWN AS N 17 19' 12' E ON SAID TRACT MAP AND OWNER: BASANT BHATIA R.C.E. 46015 EXP. DATE: 12-31-2016 DIAMOND BAR BLVD., AND PATHFINDER ROAD 224' NORTHERLY SHOWN AS N 17 19' 12' E ON TRACT MAP NO. 23483 RIDGE LINE ROAD DRAWING NO. AND 60' EASTERLY OF CENTERLINE INTERSECTION OF IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, KEVIN H YOUNG 2253 JON E. BOURGEOIS RCE 30242 DATE DIAMOND BAR, CA 91765 OTTERBEIN DATED 1965 STATE OF CALIFORNIA. ENGINEER GEOLOGIST CEG NO. DATE EXISTlIJG RE31DENCE Ma"T. 'CONTRACTOR NOT TO ENCROACH ON ADJACENT PROPERTIES" N 55DO9'49"E 146 - • 1 I I m 1 S4q(E• � I I w 4 o l 31 � R9cr 3 (N N I 009/ to rr DENSE VEGETATION AND TREES __j A_ 1150) 711 �+., ••�--....A�.. A\. '•+...- - 1, xh"EfWC RIP / , •_ f ....' t 7RW.1 %r4. d.d .�, j -'^t -r- N' -•W /1'FT EXIST. FENCE TO REMAIN oa S 63013'04" TYPICALr.w / , .i- Vis` 4P. RIDGE LINE R0� 0 0• IMPORTANT NOTE: NOTE: -_ �� REQUIRED FROM THE TDP OF ... ys....... .._...._ ....,•^,nrsvr'_... 25 REAR YARD AREA TG OF THE SLOPE. NEW BUILDING FOOTPRINT + ATTACHED PATIOS • PROVIDE WEEP HOLES IN HARDSCAPE WITHOUT BUILDING AREA i100�\1 iTRW SPECIAL NOTE: • LEAVE I/2 BLOCK OPEN FOR .'� _- - :n `Z --.._.._.. ._.._ Tejo I '_ -. =-..-. • i 2.11 _ C3YErTF11R isTFFFF 1i=N - — '-1,G •. ``\ AND EXISTING CONDITIONS OF THE SITE. _ H I'=20' 3 EA NOTE: �'Z'4.-"r�', 1- REMOVE ALL EXISTING STRUCTURE, FENCE, WALL, CONCRETE, QUANTITIES EXISTING DRAINAGE DEVICE AND ETC., PER CITY APPROVAL EXiS iTNG (7210_ CUT 235 C.Y. .._..- -•__...,,, RA9Fi1B1LIT 1211 13v.FFt�l-.- �\_ •\ SPECIAL NOTE: R1-__ _^=snstTEaT_IL5 �(,- Service Alert ELEVATIONS AND CONTOURS FOR DESIGN GRADING PLAN of Southern California EXIST. FENCE TO REMAIN oa S 63013'04" TYPICALr.w / , .i- Vis` 4P. RIDGE LINE R0� 0 0• IMPORTANT NOTE: NOTE: 3K 5' MIN. HORIZONTAL DISTANCE CONTOURS ARE SET AT 2' INTERVALS. REQUIRED FROM THE TDP OF ... ys....... .._...._ ....,•^,nrsvr'_... FOOTING TO THE PROJECTION ADD IOOD TO DESIGN ELEVATION, OF THE SLOPE. NEW BUILDING FOOTPRINT + ATTACHED PATIOS • PROVIDE WEEP HOLES IN HARDSCAPE WITHOUT BUILDING AREA BLOCK WALLS - TYPICAL. SPECIAL NOTE: • LEAVE I/2 BLOCK OPEN FOR TOPOGRAPHY WERE PROVIDEW BY BGYD SCHNEIDERWENT DRAINAGE AS NEEDED LAND SURVEYOR. 1MY1t� ._ DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE x PROVIDE 4' MIN FREE BOARD AND EXISTING CONDITIONS OF THE SITE. FOR ALL RET. WALL (TYPICAL) FOR H I'=20' 3 EA NOTE: CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' 1- REMOVE ALL EXISTING STRUCTURE, FENCE, WALL, CONCRETE, QUANTITIES EXISTING DRAINAGE DEVICE AND ETC., PER CITY APPROVAL EXiS iTNG AND BY SEPARATE PERMIT. CUT 235 C.Y. 2- CONSTRUCT NEW STRUCTURE PER APPROVED PLAN AND SOILS FILL 252 C.Y. REPORT RECOMMENDATION FOR SITE PREPARATION AND GRADIN Under SPECIAL NOTE: o ground KEVIN B YOUNG 2253 Service Alert ELEVATIONS AND CONTOURS FOR DESIGN GRADING PLAN of Southern California SHALL NOT BE CHANGED BY LANDSCAPE PLAN. Call: TOLL FREE 1-800— ANY FIELD MODIFICATION REQUIRED PRIOR APPROVAL OF THE 422-4133 . ENGINEER OF THE RECORD AND THE CITY OF DIAMOND BAR. TWO WORKING DAYS BEFORE YOU DIG ST. EASEMENT ' E%._aC........_.... ................../...-EK N6 ...., _ ... ys....... .._...._ ....,•^,nrsvr'_... 1.64 ACRE ___ 7 -6.._. NEW BUILDING FOOTPRINT + ATTACHED PATIOS 5,890 SQ FT HARDSCAPE WITHOUT BUILDING AREA __-- ZI$E1iBlI IM 1210 000 LF 15 SOFT .. 1MY1t� ._ BAS..... CDNSTRUCT 2-4• PVC PIPE SCHD. 40 .................................................. SECTION F H I'=20' 3 EA 1200 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' MOHAN H. UPASANI 2301 210 _ SPLASH BLOCKS PER ARCH PLAN . .... ....... ............ .„_. ............ _.................. EXiS iTNG _ 1190 .... P.ESIDENCE + EV.1YFd1/2a'a + tteo :19 OP p„�1 KEVIN B YOUNG 2253 F 1170 ' .... :_.._. .. _. ... .... .._ 1160 .... .. .. ..... .. ........ '.. _.. . SECTION A -A - H 1'•20' H 1'.20• V 1..21r V 1'-za' ' QUANTITIES O -CONSTRUCT a2 -CONSTRUCT 1 __ BA9EMETd LOT SIZE: 71,438 SQ. FEET = 1.64 ACRE NET SIZE: 66,647 SQ. FEET = w B NEW BUILDING FOOTPRINT + ATTACHED PATIOS 5,890 SQ FT HARDSCAPE WITHOUT BUILDING AREA __-- ZI$E1iBlI EXISTING LAND USE AND ZONING: RESIDENTIAL BY SEPARATE PERMIT 6 PER ARCH. PLAN ...... _............... .................... ..._.. NSTRUCT CONC, ROCK RIP RAP PER PLAN AS SHOWN ...................... 000 LF 15 SOFT 2'X2' DRAIN BOX PER BROOKS CONE. PRODUCT AS SHOWN 1 EA BAS..... CDNSTRUCT 2-4• PVC PIPE SCHD. 40 .................................................. SECTION F H I'=20' 3 EA V 1'=20' CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' MOHAN H. UPASANI 2301 210 _ SPLASH BLOCKS PER ARCH PLAN . .... ....... ............ .„_. ............ _.................. EXiS iTNG �.. NO. 46015 y P.ESIDENCE H.7 tI EXIST. FENCE TO REMAIN TYPICAL. _1 LEGAL DESCRIPTION: LOT 37, TRACT 30091 APN # 8713 005 013 LOPE : 0.00296x1O'x4158/1.64 = 58.21% QUANTITIES O -CONSTRUCT a2 -CONSTRUCT SITE COVERAGE 2 EA LOT SIZE: 71,438 SQ. FEET = 1.64 ACRE NET SIZE: 66,647 SQ. FEET = 1.53 ACRE NEW BUILDING FOOTPRINT + ATTACHED PATIOS 5,890 SQ FT HARDSCAPE WITHOUT BUILDING AREA 2,342 SQ FT EXISTING LAND USE AND ZONING: RESIDENTIAL BY SEPARATE PERMIT 6 PER ARCH. PLAN ...... _............... .................... ..._.. NSTRUCT CONC, ROCK RIP RAP PER PLAN AS SHOWN ...................... CONSTRUCTION NOTES QUANTITIES O -CONSTRUCT a2 -CONSTRUCT EXISTING DRIVE APPROACH PER APWA STD. 0110-1 AND PER SEPARATE PERMIT ...... .... ._..„.............................. ......... .......... ..... RETAINING WALL BY SEPARATE PERMIT AND 2 EA . PER ARCH. PLANS .... ..... ....................... ........-..__....-........... ............................... 105 SOFT ®--♦:BN'..ERI1r:F 6=c^eNCRETE -BL-K„I=1= PER ARG I Pl=A•, ..... _......... ..... ... - 80 -LF 00 Lp (D -CONSTRUCT _..... ......... ......... .. WATER PROOF STEM WALL OR RETAINING WALL 6O-COQ-CONSTRUCT BY SEPARATE PERMIT 6 PER ARCH. PLAN ...... _............... .................... ..._.. NSTRUCT CONC, ROCK RIP RAP PER PLAN AS SHOWN ...................... 000 LF 15 SOFT 2'X2' DRAIN BOX PER BROOKS CONE. PRODUCT AS SHOWN 1 EA BAS..... CDNSTRUCT 2-4• PVC PIPE SCHD. 40 .................................................. 22 LF TREES TO BE REMOVE PER PLAN AS SHOWN ......... ........ ....... ........ ..... 3 EA 0 CONSTRUCT ROOF DRAINS AND INSTALL 12'x24' MOHAN H. UPASANI 2301 210 _ SPLASH BLOCKS PER ARCH PLAN . .... ....... ............ .„_. ............ _.................. 12 EA P/L GEDTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PLAN HAS BEEN REVIEW BY HOho B Upasanl - _• . _..., .".. ISI FLOOR IN OUR REPORTCS) DATED PROJECT NO REVIEW VAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE _ :• PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ' ... "-:' '..__... 1220 - BAS..... _ _ _. 1210 _ QpOVMS,, MOHAN H. UPASANI 2301 210 _ SOILS ENGINEER RCE NO. DATE = �.. NO. 46015 y + EV.1YFd1/2a'a + �1! Civi :19 OP p„�1 KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG NO. DATE 0_ --- .:..... .. ....._. ! ..... _. ..".-..... 1190 SECTION G - H 1'.20• V 1..21r ST FLOOR FIDOR L"IT22'.3 1220 OTSELENT . _ ... BASDIENi 1210_ 1200- EX. NO SECTION D SECTION E H V-20' H 11=2D' V 1'=2P V V.ea' 1170 1160 19 LEGEND -- EXISTING CONTOUR PROPOSED CONTOUR (L00) EXISTING ELEVATION 100 PROPOSED ELEVATION a� RETAINING WALL STEM WALL DEEP FOOTING —CUT/FILL UNE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE FL FLOW LINE TC TOP OF CURB TG TOP OF GRATE TW TOP OF WALL NG NATURAL GRADE TRV TOP OF RET. WALL TF TOP OF FOOTING INV. INVERT ELEVATION GB GRADE BREAK GFF GARAGE FINISH FLOOR HP HIGH POINT U.S.D. UNDERSIDEVALK DRAIN R/W RIGHT-OF-WAY BV BACK OF WALL CLr, CHAIN LINK FENCE L.L. LEVEL UNE CF CURB FACE DSL HUILD'G SETBACK LINE C/B — Catch Basin C.B.W. - Canc. Block Wall CLG —Curb and Gutter R.V. _._. Retaining VaH R.D. ROOF DRAIN �10'm Tree, Diameter 1••�.. Street Light BSLl=1 BUILDING SET BACK LINE IMPORTANT NOTES: I- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION.. 2- ALL FOOTING SHALL HE APPROVED BY THE SOIL ENGINEER PRIOR TO PLACEMENT Of REHABS PER APPROVED SOILS REPORT. NOTEI ALL SURFACE RUN-OFF FROM SLOPE SURFACES BEHIND WALLS SHALL BE COLLECTED 6 TO BE DRAINED TO THE CON(. RIP ROP, OR CON( SPLASH BLOCK, OR CON(. DRVY. DESCRIPTION OF REVISION DATE APPROVED City of Diamond Bar CONCEPTUAL GRADING PLAN 23121 RIDGE LINE . ROAD LOT 37, TRACT 30091 SCALE AS NOTED DRAWN MNNADERI CONSULTING ENGINEERS DATE 06-19-2015 CHECKED MN P.O. BOX 7553 LA VERNE, CA 91750 SHEET 2 OF 3 RECOMMENDED 909-374-0453 NEC DEVOYAHOO.COM OWNER: BASANT BBATIA R.C.E. 46015 EXP. DATE: 12-31-2016 RIDGE UNE ROAD DRAWING NO. DIAMONDBAR, CA 91765 GEDTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PLAN HAS BEEN REVIEW BY HOho B Upasanl AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORTCS) DATED PROJECT NO REVIEW VAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE _ PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION THEREOF. GLOBAL GED -ENGINEERING, INC. 3 CORPORATE PARK, SUITE 270 IRVINE, CALIFORNIA 92606 949-221-0900 QpOVMS,, MOHAN H. UPASANI 2301 SOILS ENGINEER RCE NO. DATE wm NO. 46015 y + EV.1YFd1/2a'a + �1! Civi OP p„�1 KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG NO. DATE LEGEND -- EXISTING CONTOUR PROPOSED CONTOUR (L00) EXISTING ELEVATION 100 PROPOSED ELEVATION a� RETAINING WALL STEM WALL DEEP FOOTING —CUT/FILL UNE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE FL FLOW LINE TC TOP OF CURB TG TOP OF GRATE TW TOP OF WALL NG NATURAL GRADE TRV TOP OF RET. WALL TF TOP OF FOOTING INV. INVERT ELEVATION GB GRADE BREAK GFF GARAGE FINISH FLOOR HP HIGH POINT U.S.D. UNDERSIDEVALK DRAIN R/W RIGHT-OF-WAY BV BACK OF WALL CLr, CHAIN LINK FENCE L.L. LEVEL UNE CF CURB FACE DSL HUILD'G SETBACK LINE C/B — Catch Basin C.B.W. - Canc. Block Wall CLG —Curb and Gutter R.V. _._. Retaining VaH R.D. ROOF DRAIN �10'm Tree, Diameter 1••�.. Street Light BSLl=1 BUILDING SET BACK LINE IMPORTANT NOTES: I- EXCAVATION, COMPACTION, AND FOOTING SHALL BE PER SOILS ENGINEER RECOMMENDATION AND APPROVAL FOR SITE PREPARATION REMOVAL AND RECOMPACTION.. 2- ALL FOOTING SHALL HE APPROVED BY THE SOIL ENGINEER PRIOR TO PLACEMENT Of REHABS PER APPROVED SOILS REPORT. NOTEI ALL SURFACE RUN-OFF FROM SLOPE SURFACES BEHIND WALLS SHALL BE COLLECTED 6 TO BE DRAINED TO THE CON(. RIP ROP, OR CON( SPLASH BLOCK, OR CON(. DRVY. DESCRIPTION OF REVISION DATE APPROVED City of Diamond Bar CONCEPTUAL GRADING PLAN 23121 RIDGE LINE . ROAD LOT 37, TRACT 30091 SCALE AS NOTED DRAWN MNNADERI CONSULTING ENGINEERS DATE 06-19-2015 CHECKED MN P.O. BOX 7553 LA VERNE, CA 91750 SHEET 2 OF 3 RECOMMENDED 909-374-0453 NEC DEVOYAHOO.COM OWNER: BASANT BBATIA R.C.E. 46015 EXP. DATE: 12-31-2016 RIDGE UNE ROAD DRAWING NO. DIAMONDBAR, CA 91765 ^ I I `'�j 1 ! / :'[IayJ o 1 4 u . s�,�e • 1 � I W ,1 I Cf Mn N EPI'j WO�`9/ W %( DENSE \tGEiAlION AND TREES �/ - f\ � i• 4 }; [ {�,L•11$07-•. \I -T/ ._'__�_ It "'_L.,_�.% (1160) (T,�aJ.l�hl �"`.� f'` - ---!_�,-'�/ ,�'.'.' i= •-_,c'�."-s i''__'..,, _ iilEDj ~\ Y.-.,.8"+.. yi;..�•._.-.T-�.p(��-__'p• `—„FII"-- -_• ID. H--yea.-_-A(I) 1 TYPICAL --------�c�-----=�------- \ / \ 25"'PT, REAR YARD ARREYA ROOF DRAIN tr SPLASH BLOCK TRW Tt'0 He4, TYPICAL EX!STING I -a �` _ _ `st-`.'.O, D:tIC';-�-.5- ._.-_- -�'�_- '•^+'',, ...�f..~� i �~•"•„. -, /7$fr"~0�-( I 16EXISTING RESIDENC EEar RESIDENCE (1200, _ a _ 0 FT (1210_ _ _i2�y= u-cMEH�i_rF°";�,'1 ~ •� �1 ROOF LIaA'1 &SE"c Zi..� Y. _ _ _ _ �. '^�_ — _ - -- HA2OSNTJ1y MST. REDOING WALLS Y ^ i", TC T � l�--"�F.Q:?R..�-'-"'- � _'• ��LI \u A7 A 'I1� ".A A .za�e: _' .Rt ,.I ,;� Li* °'S' •\�- t ii) J� _ • � I FB ( Iil.i-i-IJ-@.I I�I � \ ` �L ��`�---------�i`�^t=2' EXIST TO REHAI//GYMS,'� EXT.S1 FENCE i0 REHAIN —--'_o—o_t— "�s .�! A TYPICAL RIDGE LINE ROAD - J90j EROSION CONTROL NOTES: 1. IN CASE OF EMERGENCY CALL 'CDDIE AT 626 -TTI -7399 B. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIME BURNS THE RAM' SFASQ4 GCTIDM 15 TB APRIL 15>. NEXTSSARY MATERIAL SMALL BE -ARABLE DN SITE AND STOCKP)LSD AT CONVENIENT LUCATIES TD FACILITATE RAPD cEMYRUCTIDN OF ENERaENCY DEVICES WEN RAIN IS iNNIN HG. & EROSION CONTROL DEVICES SHOVu ON THIS PLAN NAY BE REImVED WHEN APPROVED BY TNG GRADMG INSPECTOR IF Tiff GRADING OPERATION HAS PR@RCSSED M THE PONT WHERE THEY ARE NO LONGER RERAHCI 4. OR DEB AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST MAIN AWAY MDR THE TOP OF SLEPCS AT THE CONCLUSION OG EACH WINKI DAY. S ALL SILT AND DEBRIS SMALL BE REHOVED FROM ALL DEVICCS WITHIN 24 HOURS AFTER EACH RAWSTORN AND BE DISPOSED OF PROPERLY. G A GUMRD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DCW1CC,CXCCETR TWO FEET. THE DEVICE SHALL BE DRAINED OR PUPPED LILY WITHIN Z4 HORS AFTER EACH RAINSTORM. 7. EXCEPT AS OTHERWISE APPROVED BY THE GRADING NNSPECTOR, ALL REHDVABLC PROTECTIVE DEVICES SHOVN SHALL DE IN PLACE AT THE END OF EACH VOIXING DAY OR ON VEEKCROS WHEN THE 5-DMY RAN PROBABILITY rORECAST CXCEEDS I= 6 ALL I= SIDE AND DENTINS WHICH HAY MCATE A POTENTIAL HA TO OF -SDR PROPERTY SNNL1. OC RENDVED MOH THE SITE AS DIRECTED BY THE GRADING INSPECTOR 9. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE DEDSIOV MNMGE VENIN THE SITE IS LETT TO THE DISCRETION OF THE FIELD ENGINEER 11 DESILTING BASINS NAY NOT BE REMOVED M MADE INOPERABLE RRVEEN NOVEMBER I AND APRIL 15 OF THE FOLLOWING YEAR. WITHOUT THE APPROVAL Or THE MADNG INSPECRB. IL EROSION CONTROL BEVICCS ARE TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS Or THESE CHANGES 113171 BE SMHrTTCD FOR APPROVAL AS REDUTRED. IB. THE FOLLOWING NOTES DEFT THE CURRENT STATE OF CONSTRUCTIOL I STORK DRAINS AND CATCH DASINS ARE HOG CONSTRUCTM D. STREETS ARE PAVER C. MANAGE DEVICES ARE NOT CDISNOED IRUCTED, EXCEPT AS TON PLANS. 11 STOLMWATER POLLUTION CDRRM REGUIRMEHTS MUST BE INTEGRATED INTO THE EROSION CONTROL PLANS PM TITLE B6, SECTION 7010 Or THE COUNTY CODE rOR ANY CONSTRUCTION BETWEEN DCiOBER 75 TO APRIL 15. 14. EVERY EFFORT SHDLD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORKWATER rROM THE PROJECT SITE AT ALL TIMET 1S DEVELDI'ERSMARRACTDRS ARE RESPONSIBLE TO INSPECT ALL DEMSTON CINRDL DEVICES AND MAKE SUE DMFS ARC INSTALIM FD AND FUNCTIONING PROPERLY AT ALL TINES. AS THE DIDIREER. OF THE PROJECT, I HAVE REVIEWER THE BEST MANAGEMENT PRACTICES I0NIMIU M, CALFOUOA STORM GUALITY TASK FORM SAMAN[NTO.CA AND HAVE PROPOSED THE /PLEETATI N OP THE BEST MANAGEMENT PRACTICES GNPS) APPLICABLE. TG OFrECTIV[LY HIHIMtg THE NEGATIVE IMPAR OF THIS PROJECTS COSIRUCTIDM ACTIVITIES ON THE SURROODING WATER OMLITY. THE SCLECTED NWS WILL BE INSTALLED, MONITORED AND MAINTAINED TB ENSURE THEIR EFFECTIVENESS. THE G1P'S THAT I HAVE Nor CHOSEN FOR HPLEMENIATION ARE RCOI NDAHR M DEDUCT NEST APPL EABLE TB THE PRTPGSCO CONSTRUCTION ACTIVITIES. IF AT ANY TME SITE CONDITIONS AND/OR THE CITY OFFICIAL WARRANT REEVALUATION AND REVISIONS IIF THE CHOSEN NPS, THE APPROPRIATE CHANGES WILL BE HAVE WITHOUT UNNECESSARY DELAY, 1 AM AWARE rAILMC TO PROPERLY IHPLEMENr AND HANTAPI. WHILE UNDER COSTRUCTION, THE HP'S NECESSARY TO PREVENT WE DISMARGE OF POLLUTANTS FRa1 THIS PROJECT CORD RESVI.T IN SiDNOICAR PENALTIES ANG/OT DELAYS. SIGNATURE PRINT NAME HA'JEN NUE” DAR PROJECT DCSMIPTON H FAMILY R PROJECT. ADDRESS 121 RIDGE LINE ROAD EROSION CONSTRUCTION NOTES: a— CONSTRUCT GRAVEL BAG AS SHOWN HERE ON (SE -6) 0— STABILIZED CONSTRUCTION ENTRANCE/EXIT, PER DETAIL HERE ON (TC -1) STORMWATER POLLUTION CONTROL REQUIREMENTS NPDES NOTES: A ERODED SEDIMENT AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW. SWALES. AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. B. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED RON BEINC TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER C. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED M ACCORDANCE WITH THEIR LISTING AND 00 NOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. D. EXCESS OR WASTE CONCRETE MAY HOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PRDVISIDNS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLD WASTE. E TRASH AND CONSTRUCTION RELATED SOUD WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND, F. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. G. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER H. CATCH BASINS MUST BE PROTECTED WTTH FILTER FABRIC AND GRAVEL. BAGS. BEST MANAGEMENT PRACTICES: THE FOLLOWING IMP'S AS OUTLINED BUT NOT LIMITED TO THE BEST WINAGEMENT PRACTICE HANDBOOK, CAUFORMA STORM WATER QUALITY TASK FORCE• SACRAMENT), CAUFORNIA 2009 OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE CRY INSPECTOR): SCALE AS NOTED DRAWN REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE EROSION CONTROL BMPS NON-STORMWATER MANAGEMENT BMPS EC -1 SC14EDUUNG NS -1 WATER CONSERVATION PRACTICES EC -2 PRESERVATION OF EXISTING VEGETATION NS -2 DEWATERING OPERATIONS EC -3 HYDRAULIC MULCH NS -3 PAVING AND GRADING OPERATION EC -4 HYDROSEEDING NS -4 TEMPORARY STREAM CROSSING EC -5 SOIL BINDER NS -5 CLEAR WATER DIVERSION EC -6 STRAW MULCH NS -6 ILLICIT CONNECTION/DISCHARGE EC -7 GEOTEXTILES @ MATS NS -7 PORTABLE WATER/IRRIGARDN EC -8 WOOD MULCHING NS -B VEHICLE AND EQUIPMENT CLEANING EC -9 EARTH DIKES AND DRAINAGE SWAIM NS -9 VEHICLE AND EQUIPMENT FUEUNG EC -10 VELOCITY DISSIPATION DEVICES NS -10 Vic i CLE AND EQUIPMENT MAINTENANCE EC -11 SLOPEDRAMS NS -it PILE DRIVING OPERATIONS EC -12 SIR EAM.K STABILIZATION NS -12 CONCRETE CURING EC -13 RESERVED NS -13 CONCRETE FINISHING EC -14 COMPOST BLANKET NS-14 MATMIAL AND EQUIPMENT USE EC -15 SOIL PREPARATION/ROUGHENING NS -15 DEMOLITION ADJACENT TO WATER EC -i6 NONVEGETATNE STABILIZATION NS -16 TEMPORARY BATCH PLANTS TEMPORARY SEDIMENT CONTROL BMPS WASTE MANAGEMENT 6 MATERIALS SE -1 SILT FENCE POLLUTION CONTROL BMPS SE -2 SEDIMENT BASIN WM-1 MATERIAL DELIVERY AND STORAGE SE -3 SEDIMENT TRAP WM-2 MATERIAL USE SE -4 CHECK DVA WM-3 STOCKPILE MANAGEMENT SE -5 FIBER ROLLS WM-4 SPILL PREVENTION AND CONTROL SE -6 GRAVEL BAG BERM WM-5 SOLID WASTE MANAGEMENT SE -7 STREET SWEEPING AND VACUUMING WM_6 HAZARDOUS WASTE MANAGEMENT SE -B SANDBAG BARRIER WM-7 CONTAMINATED SOL MANAGEMENT SE -9 STRAW BALE BARRIER WM-8 CONCRETE WASTE MANAGEMENT 5E-70 STORM DRAIN INLET PROTECTION WM-9 SANITARY/SEPDC WASTE NANACENENT SE -11 ACTIVE TREATMENT SYSTEMS WM-10 LIQUID WASTE MANAGEMENT SE -12 TEMPORARY SILT DIKE SE -13 SE -14 COMPACT SOCKS AND BERMS NIDFILTER BAGS WIND EROSION CONTROL BMPS TEMPORARY TRACKING CONTROL BMPS WE -I WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE TC -2 STABILIZED CONSTRUCTION ROADWAY TC -3 ENTRWCE/OURET TIRE WASH GRAVEL BAG AT INLET I GRAVEL BAG AT OUTLET N. T. S. N0. OF BAGS AT BASE = N0, OF BAGS HIGH 6' MIN, -(TYP. ) GRAVEL BAG BERM DEFAIL KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG NO. DATE ����•`�� Via; TOMIMR' PPE C AS HOME FILTER FABRIC -1 3' ODDS CONSTRUCT SEDIMENT BARRIER AND CWNNAL@D RUNOFF TO ECONOMY DEVICE TC -I 2 STABLIZED CONSTRUCTION ENTRANCE DETAIL NTS. I DESCRIPTION OF REVISION I DATE I _9nA_ I 1 City of GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE EROSION THIS PLAN HAS BEEN REVIEW BY HRh- B Up.—I 23121 AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS LOT IN OUR REPORTGS) DATED PROJECT NOL SCALE AS NOTED DRAWN REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE NADERI CONSULTING ENGINEERS P.O. BOX 7553 LA VERNE, CA 91750 PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE PPOFESSNO AIN ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION THEREOF. w � No. aeMs GLOBAL GED -ENGINEERING, INC. 3 CORPORATE PARK, SUITE 270 FAO. I= 12016 * IRVINE, CALIFORNIA 92606 si�E�GL) 949-221-0900 MOHAN B. UPASANI 23D1 SOILS ENGINEER RCE NO. DATE KEVIN B YOUNG 2253 ENGINEER GEOLOGIST CEG NO. DATE ����•`�� Via; TOMIMR' PPE C AS HOME FILTER FABRIC -1 3' ODDS CONSTRUCT SEDIMENT BARRIER AND CWNNAL@D RUNOFF TO ECONOMY DEVICE TC -I 2 STABLIZED CONSTRUCTION ENTRANCE DETAIL NTS. I DESCRIPTION OF REVISION I DATE I _9nA_ I 1 City of Diamond Bar EROSION CONTROL PLAN 23121 RIDGE LINE ROAD LOT 37, TRACT 30091 SCALE AS NOTED DRAWN MN NADERI CONSULTING ENGINEERS P.O. BOX 7553 LA VERNE, CA 91750 DATE DB -19-2015 CHECKED MN BASANT BHATIA R.c.E.46D1s RIDGE UNE ROAD DRAWING N0. DIAMOND BAR, CA 91765 EXISTING TREES PLANT LEGEND TREE J BOTANICAL NAME COMMON NAME OBN WIOTN ryEIGNT REMARKS (IneM.) (I��Q (fe.f) 101 O BE REMOVED 102 ToREMOVED 103 TO R MOVED 104 O M 105 TO BE REMO D 106 - 111 113 0 M TO BE REMOVED O M 114 TOB REMOVED 119 TOB REMOVED 120 TO BE REMOVED 121 TO BE REMOVED 122 - i 3 R MO TO REMAIN AAREMAIN * See ?RESERVATION NOTES" Replacement trees @ a ratio of 3:1 ( • S-Juglons californica, S. Cal, Black Walnut (Qty. 24, 24" box) 0 -Quercus agrifolio (City. 15, 24" box) SYMBOL LEGEND m Existing trees to Remain in place X Existing trees to be Removed PRESERVATION NOTES 1. Construction fencing must be installed prior to the construction phase of the project. Site plan for fencing location at Oak trees. 2. Provide a layer of mulch 2" thick around root zone. 3. No supplemental irrigation should be introduced to existing tree base. 4. Keep proposed drainage flow away from Oak tree protected zone. 5.. Limit the percentage of soil compaction within the drip line of tree. I I I I I I I I I I I I ---J 146.1oovvoovvv1 -• •V V V V 17 v v, N 56D0949"E-cTvc, ,..--�v-v"ovvvvvvovvvovvvvovov f .+-o�TG"'vvvvvvvvvov000000vvvvvoovvc -v'C'f1'vvvvvvvv vvvvvvvvvvvv vvvvvvv vv vv vv v ovvvvovvovovvvovovovvvvvvvvvvvvvovvvvvcf v V V V V V V V v V v v O v O v v V V v V V V V v v v O v V O V O V V O V V V V v V v V V V V �V bvvvvvovoovvvvvvvvoovvvovvvv000vvvovvoovvvvvv000 v O O v V v V V V v v O v O O V V V V V V v O O v 0 0 0 v V O v v O v V O V v V V V v v V v V cl V V v v 0 0 0 0 0 v V v v O v O 0 0 v V O v V v O V V V O v O 0 0 0 0 0 0 v v O 0 0 0 0 0 0 V 1 oovovvvvvvvvvvvvvvvvovvovvovvvvvvvvvvvavvvvvvvoc lvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v O O v O v V V v V O v O v O O V V V V V V v V V v v O v 0 0 0 0 0 0 O O O O v v O O V V V V V V O O v v v v V O v V V v v O v 0 0 0 0 v v V V V V v V V V V vvvvvvvvvv v pvvovVvvvvvvvoovvovvvvvvvvoovvovoov000vvvvvvvvvv�- VVvvvovvovvvvvvvv(��c{��IdEvd�El��I�jyjvv vvvvvvvvvvvvc 0 vvvvvvovvovvvv ``�y ovvvvoovvvvvv vvovvvvvvovvo) 0000vvvvvvvvv vc T@v(SEW¢j�FOtyPt}`'@Evvvvvvvvvvvvvvvvcc.M v V v O v V 0 0 0 0 V v V V V V O O O O v O V V V V v V V V V v V v O V V v v v v O O v v 0 0 oovovvvvvvovoVVVvvvvvov0000voovovvvoovvvvvvvvvvcc� mvvvvvvvvvvvvvovvvvvvvvvvov00000vv000vVvvvvvvvvvlW j V O v V O V V V V V V O V V V O V v O v V V V V V V V V V V V V V V V V O V v O v V v v v ,,: ��voov00000vo 000Vov000vovoovoovvaaooVVVVVV ovovvdlla vvvvvvvvvvvvvvvvovvvvvvvvvvvvvvvvvvvvvvvvovvovo,� vVVVVVVv11VVVVVvvVVvvV11VaVVvvvVVVvvvVvvvvVvvVvvvl� t v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v, V V V V v V c, o 3,vvvvvvovoov.vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvllo �ibvVVVVVVVVVVVVVVVvvvvvv7VvvVVVVVVVVVVVVVVVVVVVvvc1N 10 vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvoovv 1n ��000vovvvvvvvvvovovovovvvvvvovovoovvoovvvvvoovovc, .r vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvf m vvvvvvvvvv v VVVVVvvvvvvvvvvvvvvoovvov vvvvvvvc) C4 vvvvvvv vv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v V V V v 7V V v v v v v v v v v v v v v v V v v O v D O V v V v v v �1 ZI (t(�•^�'vv v vvv vvvv vv vv vv vo \�.!" 'vv vv v vv o v v vOv v vv^ , OO PO v'- v O.v O 1 v V v VV ' _-DWUNE \ E TREES TO IN PLACE 120 1 � SITE PLAN REVISIONS . BY 11-06-13 02-07-14 05-1214 05-21-15 08.13-15 ARCHIT.BCT 1937 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fax: 909 373 1958 pmay@phllmaydesign.com —,philmaydesign.cam a 4pNOBCgpF N s ,rE OF cAV1Fa�� SHEET INDEX SHEET No. DESCRIPTION L-1 TREE PLAN L-2 PLANTING PLAN L-3 IRRIGATION PLAN L-4 IRRIGATION DETAILS TREES TO IN PLACE 120 1 � SITE PLAN REVISIONS . BY 11-06-13 02-07-14 05-1214 05-21-15 08.13-15 ARCHIT.BCT 1937 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fax: 909 373 1958 pmay@phllmaydesign.com —,philmaydesign.cam a 4pNOBCgpF N s ,rE OF cAV1Fa�� Z d W W M O 0 p Q p 8 W Q U H 0 O - W M M 9 W Z_ —I Z Q M E- Z Q Q M -JJ D oRnxN R.S. CHEc Q D P.M. DATE 08.13.15 state .qa No. Boss SHEET OF 4 s PLANTING NOTES 1. Contractor is to review plans, verify site conditions and plant quantities prior to installation. Contractor shall take sole responsibility for any cost incurred due to damage of existing utilities. Plant material quantities ore listed for the convenience of the Contractor. Actual number of symbols shall have priority over quantity designated. Conflicts between the Owner and these plans or within these plans shall be brought to the attention of the Landscape Architect prior to landscape installation. Any deviations) from the plans or specifications will require written approval from the Owner and/or Landscape Architect. The Contractor shall assume full responsibility for all necessary revisions due to failure to give such notification. 2. The Contractor shall maintain a qualified supervisor on the site at all times during construction through completion of pick-up work. 3. The Contractor shall receive site graded within 0.10 foot of finish grade. Commencement of work indicates Contractor's acceptance of existing grades and conditions. Final grades shall be adjusted by Contractor as directed by Owner's representative. All grading shell be completed prior to commencement of planting operation. 4. The Contractor shall furnish and pay for all container grown trees, shrubs, vines, seeded/sodded turf, hydromulches, and flatted groundcovers. The Contractor shall also be responsible for and pay for planting, staking, and guarantee of all plant materials. See planting details for planting and staking/guying requirements. 5. The Landscape Architect and/or Owner sholl approve plant material placement by Contractor prior to installation. 6. Fertilizer for all lawn areas shall be a slow-release, high -nitrogen fertilizer incorporated into the soil during planting. 7. An agronomic soils report shall be provided to the city by the landscape contractor/owner prior to the Installation of the plant material and irrigation system. Contractor shall follow the soil's report recommendations, notes and shall uniformly broadcast amendments over planting areas only. B. The planting areas for trees shall be dug three times the diameter of the root ball and two inches shallower than the rootball. The planting pit, to be dug in the center of the tilled area, shall be as wide as, and two inches shallower than, the rootball. Planting pits for shrubs and perenniols shall be dug twice as wide and one -and -o -half times as deep as the raotholl. 9. The Landscape Contractor shall maintain all planted areas shown on the pions, including (but not limited to) watering, pruning, edging, end mowing, for a period of thirty (30) days after completion of project and acceptance by Owner. 10. The Landscape Contractor shall wofranty and replace any plant material that shows signs of lock of vigor or other unhealthful appearance within ninety (90) days of completion of contract. Trees that have been topped or otherwise improperly pruned by the Contractor shall be removed and replaced by the Contractor at no cost to the Owner. 3' MULCH LAYER -\ OR SEE PLAN FOR OTHER SPECIFY FINISH GRADE 2' SHALLOWER THAN ROOTBALL UNDISTURBED SOIL NOTE: ROUGHEN SIDES OF HOLE BEFORE BACKFILLING DO NOT USE PLANT TABS OR FERTILIZERS EXCEPT AS SPECIFIED IN SOILS REPORT. i-V.I.T. RUBBER CINCH'TIES ALLOW TO TREE TO MOVE IN LIGHT BREEZE —2. LODGE -POLE STAKES TO i CROWN TO BE 2" ABOVE ADJACENT GRADE ,,-FINISH SURFACE —ROOTBALL --BACKFILL MIX: PER AGRONOMICAL SOILS REPORT RECOMMENDATIONS PROVIDE ROOTBARRIER 10' LINEAR ' FEET MIN. BY 12" DEEP FOR TREES PLANTED WITHIN 5' OF PAVED AREA r' TREE PLANTING DETAIL SECTION VIEWN.TS PLANT MATERIAL PERCENTAGREOUIRWE OF MIX PLANT LEGEND TREES MULCH INSTALLATION 24 -inch SYMBOL BOTANICAL NAME COMMON NAME SIZEOTY. 0% After all planting and irrigation operations are 5- ellen 70% 70% 1- ollon herbaceous only complete, cover all exposed landscape areas with 30% GROUHDCOVER TREES Covem a within 2 yeom tOOR 3" toys of SPEC Mulch as mad. by Recycled Wood Products (877-476-9797), or equal ( (� Jugians colifornica S. Col. Block Walnut 24" box 24 Quercus agrifolio Coast Live Oak 24" box 15 l l EXISTING TREES TO REMAIN. Species; Quercus agrifolia (Coast Live Oak) SHRUBS Agave attenuota Foxtoil Agave 5 got 33 ® Carisso macrocorpo Ceonothus horizontalis Natal Plum California Lilac 5 gal 5 37 9 griseus Pittosporum tobiro 'Wheeler's Dwarf' Dwarf Mock Orange gal 5 gal 22 ® Raphiolepis indica 'Ballerina' Indian Hawthorn 5 gal 55 0 Rosa floribundo 'Iceberg' White Shrub Rose 5 gat 140 ® Solvio greggil Autumn Sage 5 gal 21 PERENNIALS OG Agaponthus e e 1 got" 63 Anigoza thosflav dus x. 'Big Red' KangamoPowe 5 gal 68 OHemerocallis hybrids Doylily 1 gat 81 GROUNDCOVER Myoporum pocificum Pacific Myoporum flats 27 Pelorgonium peitatum Ivy Geranium flats 20 o o°v EXISTING LANDSCAPE AREAS TO REMAIN PLANT MATERIAL PERCENTAGREOUIRWE OF MIX PROPOSED X TREES 24 -inch 20% 100% 15 -gallon BOR 0% SHRUBS 5- ellen 70% 70% 1- ollon herbaceous only 30% 30% GROUHDCOVER Covem a within 2 yeom tOOR 1008 CROWN ABOVE FINISH G OTHER ACE ORIGINAL I;~:r� -� ^•'—BACKFILL MIX: ROOTBALL _ PER AGRONOMICAL SOILS REPORT RECOMMENDATIONS PUT BACK LOOSENED, UN -AMENDED TAMPED UNDISTURBED SOIL TWICE ORIGINAL NATIVE SOIL IN BOTTOM ROOTBALL OF PLANT NOTE: PUDDLE AND SETTLE BACKFILL PRIOR TO SETTING SHRUB. ROUGHEN SIDES OF HOLE %1 SHRUB PLANTING DETAIL L' SECTION VIEW N.TS WATER FACTOR COMMENTS Low Standard trunk Low Standard trunk Medium Medium Medium Medium Medium Medium Medium Medium Medium Medium Mixed colors Medium plant ® 12" o.c Medium plant O+ 12" o.c i N 0' 16' 32' 40'48' PLANT GROUNDCOVER TRIANGULAR SPACING SEE LEGEND FOR DISTANCE DISTANCE VARIES SEE PLANTING LEGEND PLAN VIEW 3" MULCH LAYER '.. FINISH GRADE ROOTBALL 61� BACKFILL MIX: PER AGRONOMICAL SOILS REPORT RECOMMENDATIONS UNDISTURBED SOIL GROUNDCOVER PLANTING DETAIL 3 SECTION VIEW 1 ,, . WTS vvvvv 1 N 146.11 56D09'49"E _- Gvvvvvvvvvvvv: v V O v v V v v v v v v v v v v v O v v •• •'"►• v -V—V v v v v v v v v v v v v v v v v v v v v v v v vl ►':�'v V v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v r F ooVvvvovvoovvvvvvvvvovvvvvvvvovovvvvvoIl r v v v v v v v v v v v v v v v v v v v,v v v v v v v v v v v v v v v v v v v 17 v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vt v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v I t7 v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v V ' v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vvv vvvv •c'r`��.. �7 v v v v v v v v v v v v v v v v v v v v v v v vvvv ,,vvvvv v v v v v' ,vvvvvvvvvv.vvvvvvvvvvvvvvvvov, vvvvvvvvv, r7vvvvvvv vvvvvv1¢F�v Tv'Q¢L(`v' v pj�Lvv vv vv vvv vvvr- v v v v v v v v v v v v v 4 v'#'V'VrV W9 V v v v v v v v v v v't(D vvvvvvvvvvv v'T(YRMAINvIRTEAZE7vvvvvvvvvvvvvEn 7 v v'v v v v v v v v v v v v vv v v v v v v v v v v v v v v v v v v v v i,t 7vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvl lot v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v d `°17.vvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv;to 0V I v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v ,7 v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v vlt 3 I v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v Io, v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v N a,,vvovvvvvovvvvvvvvvvvVVVVVVvvvvvvVVVVVVI,,, tor? v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v r C6NC9EIE' PAVING: • • j` / / CONICRLZfi'.PAVING s l z , RESIDENCE pHs iliiiiia ilii Milbr6id2d�Y� J� on urn uo %.•.y: moa teal nsommom .0000h ::❖.•❖.S ilii iGiii iiia u.....' MEN alms, IMMM �... maon, in I Ino nno ►����► ►�p`bS': no ton fi.oro_► i'14.'';:: '; rNow Torn ,G:..._►•;A lre___•_._•' RIDGE LINE ROAD REVISIONS BY 11-06-13 1 02-07-14 8 05-1214 $ 05.21-15 08.13.15 F39011 1111"1 *4110111 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fal: 909 373 1958 pmay@phlimaydesign.mm —Philmaydesign.com �pNOSC4p Qfa 5. May w a o e—zom°rr— -ni �rE OF CAE1Fapa Z 3 CL t V 3 Z CLg f i i E t tE t ! M o U, p Q O E') LU U It I U W W CD Z CD J Z Z~0� C-1 M Of 0 onpvwi R.S. CHEOQ:D P.M. DATE 08-13-15 .OALE JO6 No. 13099 SHEET OF 4 St IRRIGATION NOTES 1. It is the responsibility of the irrigation Contractor to familiarize himself with all grade differences, location of wall, retaining walls, structures and utilities. The Contractor shall repair or replace, at no additional cost to the owner, all items damaged by his work The Contractor shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. 2. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences, or differences in the area dimension exist that might not have been addressed in the design of the irrigation system. Such obstructions or differences shall be brought to the attention of the Owners authorized representative. in the event this notification is not performed, the Contractor shall assume full responsibility for any necessary alterations to the work. 3. The Contractor shall obtain, coordinate, and pay for any and all inspections (is required, 4. The Contractor shall be responsible and liable for any encroachment into adjacent property. R.O.W.'s easements setbacks or any other legal property restrictions either marked or unmarked. 5. The irrigation system design is based on a minimum operation pressure of 40 PSI and a maximum flow demand of 10.0 GPM. The Contractor shall verify water pressure prior to construction. Report any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the Landscape Architect 6. Thisdesign is diaarommotic. All piping, valves, etc., shown within paved areas is for design clarification only and shall be installed in planting areas wherever possible. The Contractor shall locate all valves in shrub or groundcover areas. 7. Trenching within the dripline of large existing trees shell be performed by hand, and with extreme care not to sever mats 1-1/2" in diameter and larger. Where roots 1-1/2" in diameter and larger are encountered, the Contractor shall tunnel under said roots. Exposed roots that hove been tunneled under shall be wrapped in wet buriop and kept moist while the trench is open. B. All main in piping, lateral line piping, and control wires under paving shall, be installed. in Schedule 40 PVC sleeves at a minimum depth of 18'. Sleeves shall be installed before paving is in place. All sleeve sized shall. be a minimum of twice the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 9. Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be 'approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 10. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. Install all heads with double swing joints as per delalt. All heads adjacent to parking lots, weiks, roads, or other paved areas shall be installed with pop-up bodies. 11. The Contractor shall flush and adjust all sprinkler heads, drip tubing, and valves for optimum coverage with minimal misting and/or over spray onto walks, streets, walls, etc. Substitution of nozzle pattern or radius as required to achieve optimum coverage is responsibility of contractor. 12. All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturers recommendations and speciricotions. 13. Drip tubing shall be installed in parallel rows (wherever possible) 18" apart on top the finish grade, and covered with 3" of specify material- see planting plan. Emitter spacing of adjacent rows staggered. Tubing shall be firmly staked in place with U -staples at 5' on center (24" on center around tight curves). In steeply sloped areas, install tubing rows perpendicular to the direction of the slope. Install flush valves at the ends of drip tubing runs, and air/vacuum relief valves at the circuit's major high points (as indicated on plans). Install flush valves and air relief valves in 6" valve boxes. Drip irrigation tubing shall be connected to Schedule 40 PVC supply and exhaust manifolds where indicated on the plans. 14. All remote control valves, gate valves, flush valves, and pressure relief valves shall be installed in suitable valve boxes as shown in details, complete with locking covers. All shall be Carson, Amtec, or approved equal, and shall be marked "G.V.' for gate valves, R.C.V." for remote control valves, etc.. Provide expansion coils at each wire connection in valve box as per details. 15. Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes. Final location of the. backflow preventer and automatic controller shall be epproved by the Owner. 16. 120 VAC electrical power source at controller location shall be provided by others. The Contractor shall make the final connection from the electrical source to the controller. 17. Pressure test Mainline at 150 PSI per three(3) hours constant. RECOMMENDED MINIMUM LANDSCAPE MAINTENANCE SCHEDULE IRRIGATI_O_ N_ LEGEND •- WEEKLY TASKS EAWU= ETox KLx LAxO.62+1E-Galionsperyear • Check all irrigation equipment and adjust/ align as required. per year for LA • Repair irrigation equipment with originally specified materials as needed. HUNTER PROS-O6-PRS40-01-/1PSOD-90 6' POP-UP 90-210 .23 40 10' 8 • Inspect all landscape areas for pests/ pathogens. EAWU = Estimated Applied Water Use (galbrs par year) • Weed all shrub/ groundcover areas as needed. ANY mvia,aa SHC. 40 PVC 'LANK' UTE77A1. UNE PIPE • Remove landscape debris. Ks species factor (range = 0.1-0.9) (see • Aerating and dethatching turf areas. KL = Land -p. Coefficient • Repair planting well and/ or gradearoundplants to eliminate runoff. WUCOLS for density value ranges) • Perform corrective pruning to eliminate hazards and damage to plant after Kmc = microclimale factor (range = 0.5-1.4) 2nd Year of Growth. 062 = Conw,den factor (to gallons per square foot) MINIMUM RECOMMENDED YEARLY MAINTENANCE SCHEDULE ETAF Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Adjust Irrigation SIZE AS INDICATED ON PLAN ETo KL to Conversion IE EAVI U(Gallons per year) Warm Season Turf 49.6 x 0.90 x 1,569 x 0.62 - 0.75 57,899.00 Medium Water Using Shrub 49.6 1 x 1 0.50 1 z 12,216 z 0.62 - 0.85 220,980.00 Total EAWU= 13,785 Schedule J J J J J J J J J J J J Inspect Tree Staking J J J J J J J J J J J J Flush Drip Valves J J J J Add Mulch (Maintain 3" Layer) J J J J Point of Connection # 1 IRRIGATI_O_ N_ LEGEND •- Maximum Applied Water Allowance (MAWA) EAWU= ETox KLx LAxO.62+1E-Galionsperyear Total MAWA = (ETo x 0.7 x IA In Sq. FL x 0.62) = Gallons per year for LA whe.; HUNTER PROS-O6-PRS40-01-/1PSOD-90 6' POP-UP 90-210 .23 40 10' 8 MAWA= Maximam Applied Water Allowance (gallors per year) EAWU = Estimated Applied Water Use (galbrs par year) Ere c Reference Evapotranspim8an Appendix C (hxhao par year) ANY mvia,aa SHC. 40 PVC 'LANK' UTE77A1. UNE PIPE 0.7 = EwpotranapimBon Aditire-ret Factor (ETAF) Ks species factor (range = 0.1-0.9) (see 1.0 = EfAF for Special Landscaped Area KL = Land -p. Coefficient LA = Landscaped Amo (aqua. loot) WUCOLS for density value ranges) 0.62 = Converaion factor (to gallons par aqua. foot) Kmc = microclimale factor (range = 0.5-1.4) MAWA Caiwlation: 062 = Conw,den factor (to gallons per square foot) ET. ETAF IE = lmgation EI%demy = IME x DU (See definition in Appends E LA or SLA(ft2) Conversion MAWA (Gallons Per Year) MAWA for LA- 49.6 z 1 0.7 1 x 13,785 x 0,62 365,446.00 Total MAWA = 13,785 368,446.00 Gal J Year Estimated Applied Water Use IRRIGATI_O_ N_ LEGEND •- SYNDOL EAWU= ETox KLx LAxO.62+1E-Galionsperyear O RAINSIRD 1401 RANBIRD BUBBLER 12 ' RISER FULL. .25 30 -- A who.: HUNTER PROS-O6-PRS40-01-/1PSOD-90 6' POP-UP 90-210 .23 40 10' 8 O EAWU = Estimated Applied Water Use (galbrs par year) KL = Its x Kd x Kmc ANY mvia,aa SHC. 40 PVC 'LANK' UTE77A1. UNE PIPE ET* = Reference Evapotranspiration Appendix C(indres per year) Ks species factor (range = 0.1-0.9) (see WUCOLS list forvalues) KL = Land -p. Coefficient Kit = density factor (range = 0.5-1.3) (see WUCOLS for density value ranges) LA= landscaped Arra (square feat) Kmc = microclimale factor (range = 0.5-1.4) (see WUCOLS) 062 = Conw,den factor (to gallons per square foot) E © IE = lmgation EI%demy = IME x DU (See definition in Appends E o C) WALL MOUNT, VERIFY LOCATION W/ OWNER f i-e-ple IS percentages) WEMHEN,,nC SLWI WIRED WEATHER STATION F [ME= lmgation Management Efficiency (90%) _M n F -J AN, APPS PVC SCHEDULE 40 SLEEVING G DU = Distribution Unifenniy, of migration head (AT LEAST TWICE UNE SIZE) EAWU Calaalatim Z o SIZE AS INDICATED ON PLAN ETo KL to Conversion IE EAVI U(Gallons per year) Warm Season Turf 49.6 x 0.90 x 1,569 x 0.62 - 0.75 57,899.00 Medium Water Using Shrub 49.6 1 x 1 0.50 1 z 12,216 z 0.62 - 0.85 220,980.00 Total EAWU= 13,785 = 278,879.00 GRIJ Year HILLSIDE TREES ABO/E DAADE SaDx DRADE ADDLE GRADE DRIP IRRIGATION r UNIHL]1 VALVL: {jld PRESSURE LOSS CALCULATIONS F101 MAXIMUM GPM DEMAND 95 =STATIC PSI® METER 0.0 =PSI LOSS - (E) 1.5" METER 4 =PSI LOSS - MAINLINE 3 =PSI LOSS - LATERAL LINES 5 =PSI LOSS - VALVE 11 =10% RESIDUAL PRESSURE 23 -11 =PSI GAIN (ELEVATION HEAD) 12 =TOTAL PSI LOSS 55 =MAX. PRESSURE REQUIRED VALVE NUMBER GPM VALVE SIZE SEE SHEET L-4 FOR IRRIGATION DETAILS SEE SHEET L-4 FOR IRRIGATION SCHEDULES Crs;C_�) ..-._ .-. r ©' REVISIONS . BY 11.06.13 02.07-14 051214 0521-15 08.13-15 PHIL MAY 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax: 909 373 1958 pmay@philmaydesign mm v w.pNimaydeeign.com 1. DSCgx, Qf'a S • Me, q9 y o'A 41 Au,rwuo.,A xH sr w r �Af OF Clog IRRIGATI_O_ N_ LEGEND •- SYNDOL 10'a MOD DFSCRUMON PATH. GPM PSI EI✓ -• RAD oil O RAINSIRD 1401 RANBIRD BUBBLER 12 ' RISER FULL. .25 30 -- A O HUNTER PROS-O6-PRS40-01-/1PSOD-90 6' POP-UP 90-210 .23 40 10' 8 O HUNTER PROS-06-PRS40-CV-UPI000-90 90-210 0. 40 14' B 6' POP-UP Z ANY mvia,aa SHC. 40 PVC 'LANK' UTE77A1. UNE PIPE O INSTALLED ON GRADE SIZE AS INDICATED ON PLV! B I- NETAFlM FLUSH VALVE IN 6" VALVE BOX C MODEL / TW50MFV-1 ®CHAMPION 3/4' BRASS HOSE 010 E © WEATHE"'Tic SL1624 SMARTUNE F o C) WALL MOUNT, VERIFY LOCATION W/ OWNER ® WEMHEN,,nC SLWI WIRED WEATHER STATION F MOUNT TO ROOF EDGE PER MANUF. SPECS. _M n F -J AN, APPS PVC SCHEDULE 40 SLEEVING G a0 n (AT LEAST TWICE UNE SIZE) ANr, APPPOVED PVC SCHEDULE 40 LATERA. UNE Z o SIZE AS INDICATED ON PLAN ANY MpROVM PVC SCHEDULE 40 MAIN UNE Q J SIZE AS INDICATED ON PLAN -.- NErMM TECHUNE Cv, TLCV6-12 fi LINES LAYOUT o 18' O.C. JGPH 40 H ® IRRLiROL 700 ULTRA FLOW SERIES AUTOUADC INUNE VALVE SIZE AS INDICATED ON PUN ® NEfAFIMNTROL ZONE LVCZ58010075-HF, FLOW RATE 35-17.6 OP CONTROL ZONE LVCZSBDI0075-tF, FLOW RATE 0.75-4.4 GP NIBCO BALL VALVE -UNE SIZE K 825Y REDUCED PRESSURE BACKFLOW, ® �� 1.25' SIZE, USE WIWNS 114 -YR WYE STRAINER L BRASS WITH 140 MESH BE. ® W1U(INS 70 SERIES, 1.25' SIZE,BRONZE SET AT 45pe1 R INSTALL IN VALVE BDX- BELOW GRADE VALVE NUMBER GPM VALVE SIZE SEE SHEET L-4 FOR IRRIGATION DETAILS SEE SHEET L-4 FOR IRRIGATION SCHEDULES Crs;C_�) ..-._ .-. r ©' REVISIONS . BY 11.06.13 02.07-14 051214 0521-15 08.13-15 PHIL MAY 1937 West 9th Street Upland, CA 91786 Phone: 909 373 1959 Fax: 909 373 1958 pmay@philmaydesign mm v w.pNimaydeeign.com 1. DSCgx, Qf'a S • Me, q9 y o'A 41 Au,rwuo.,A xH sr w r �Af OF Clog Z Q I Z O I- r�rn v �y M o UJ U C) Q o C) U Z QLU to 0 0 m _M n F -J LU Z Z a0 n Q LU O Z o = o a_ Q J m W 0 DRavwu R.S. CHECNED P.M. DATE 08-13-15 1/16"--T-0" .LOB Na. 13099 slIEET OF 4 s: SECTION VIEW MNNUNE IATEFW_ MARTINE LATERAL VNdNG. N CONDUIT AND WIRING N PIPE PIPE SEPARATE FROM THE SAME TRENCH IRRICANON SLEEVES iI2'; WIRE IS' SLEEVE PIPE SLEEVE 6' 6' CLEAR CLEAR PLAN VIEW WIRE W/O CONDUR RUN WLPoNCq-... ALL SOLVENT TIE A 24 -INCH LOOP IN AND BESIDE "HIRE PLASTIC PIPING TO ALL WIRING AT CHANGES TME AND BUNDLE AT BE SNAHED N OF DIRECTION OF 30 TO -FOOT INTERVALS. TRENCH AS SHOWN OR GREATER UNTIE AFTER ALL CONNECTIONS NOTES: NAVE BEEN LADE 1. PIPE SLEEVE BELOW ALL TMRDSCME ELEMENTS WITH SCH-40 PVC TWICE THE INAM R OF THE PIPE AT A MIMMUM DEPTH OF 18. 2. WIRE SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH-40 PVC TWICE THE DIAMETER OF THE WIRE BUNDLE WITHIN AT A MINIMUM DEPTH OF 19'. PIPE & WIRE TRENCHING TIPICAL OETAtI N.TS IRRIGATION SCHEDULES - ESTABLISHMENT PERIOD (6 -MONTHS) DRIP IRRIGATION SYSTEM Month Jan Feb Mar I Apr May Jun Jul Aug Sep I Oct Nov Dec Maximum Maximum DOUBLE"J'HOOKED RAD. AT ONE END TO HOLD PIPE B SECURELY IN PLACE INSTALL CHWPKN le Bags, I OSE &0 la O.C. OSHC.4o PVC-UVR" Minutes per start 50 50 50 1 50 50 50 50 50 50 50 5D 50 ame 50 50 Dme ®Too I41RA wW sous AumtMnc PaAE vALlt MniIOL sTE As wa:WOt Ox ANt i eDxE 41 0 -M, nDNA TINE J3 -11.e 14:TIFW TOE U45W10WS-Li. nDNA MtE 025-rA 4 H MECO SNA. VALVE -UNE SU!E Start times per e e25T REDIASD PRIE SILRE aM O sW. TFHfa 135' Sar. USC ... 11q -TB W1E SmA apt L &USS WONtw MESA SS. StartAmes per R W 2 2 3 5 6 7 7 7 8 3 2 2 Total minutes per 8 6 5 3 2 2 ToUi minutes per week 700 700 150[4.]3D0 350 350 350 300 150 100 100 LAWN IRRIGATION Month Jan Feb Mar Apr I May Jun Jul Aug I Sep I Oct NoV On Maximum I Apr May Jun Jul Aug Sep Oct N. Dec Maximum Minutes per start 7 7 7 7 7 7 7&77 7 0me 7 7 7 7 7 7 7 7 7 7 7 Start 8mes perWeek 2 2 3 5 5 -6 1 2 Total minutes perWeek weak 2 2 3 4 4 5 6 6 4 3 14 1427 Total minutes per 35 35 42 49 14 MP ROTATOR SYSTEM Month Jan Feb Mer I Apr I May Jun Jul Aug Sep Oct NOV Dec Maximum 14 MP ROTATOR SYSTEM Month Jon Feb Mar Apr May I Jun Jul Aug Sep Oct Nov Dec Minutesperstort 20 20 20 20 20 20 20 2D 20 20 2D 2D Ome 20 1 20 20 20 20 20 20 20 time Start times per Start Saxes per week i 2 2440 4 5 5 8 8 5 2 2 1 Total r1YnUles per week 20 40 4080 60 Week 20 40 40 6D 100 100 120 120 700 40 40 20 TREE BUBBLERS Month Jan Feb Mer I Apr I May Jun JUI Aug Sep Oct Nov Dec Mmlimum 4 4 4 4 4 4 4 4 4 4 4 4 oma Minutesperstut 4 4 4 4 4 4 4 4 4 4 4 4 Limo weak 2 3 4 Startames per 5 7 7 7 5 4 3 2 Total minutes per Week 2 3 4 5 5 7 7 7 5 4 3 2 Total minutes per 20 18 12 8 weak 8 12 16 20 20 28 26 28 20 16 12 a IRRIGATION SCHEDULES -AFTER ESTABLISHMENT PERIOD DRIP IRRIGATION SYSTEM Month Jan Feb Mer I Apr May Jun Jul Aug Sep OG Nov Dec Maximum DOUBLE"J'HOOKED RAD. AT ONE END TO HOLD PIPE B SECURELY IN PLACE INSTALL CHWPKN le Bags, I OSE &0 la O.C. OSHC.4o PVC-UVR" F LATERALUNEPIPE Minutes per start 50 50 50 50 50 50 50 50 50 50 50 50 Dme ®Too I41RA wW sous AumtMnc PaAE vALlt MniIOL sTE As wa:WOt Ox ANt i eDxE 41 0 -M, nDNA TINE J3 -11.e 14:TIFW TOE U45W10WS-Li. nDNA MtE 025-rA 4 H MECO SNA. VALVE -UNE SU!E K e e25T REDIASD PRIE SILRE aM O sW. TFHfa 135' Sar. USC ... 11q -TB W1E SmA apt L &USS WONtw MESA SS. StartAmes per R week 2 2 3 4 5 8 8 6 5 3 2 2 ToUi minutes per weak 700 100 150 200 250 300 300 300 25D 150 1DO 100 LAWN IRRIGATION Month Jan Feb Mar I Apr May Jun Jul Aug Sep Oct N. Dec Maximum Minutespersbrt 7 7 7 7 7 7 7 7 7 7 7 7 time Start times per weak 2 2 3 4 4 5 6 6 4 3 2 2 Total minutes per week 14 44 21 28 28 35 42 42 26 21 14 14 MP ROTATOR SYSTEM Month Jon Feb Mar Apr May I Jun Jul Aug Sep Oct Nov Dec M -'—m Minutes per start 20 20 20 20 20 1 20 20 20 20 20 20 20 time Start Saxes per Week 1 2 2 3 4 4 5 5 4 2 2 1 Total rninutes per week 20 40 4080 60 80 700 700 80 40 40 20 TREE BUBBLERS Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Maximum Minuteeperstart 4 4 4 4 4 4 4 4 4 4 4 4 oma Start 5mes per weak 2 3 4 5 5 7 7 7 5 4 3 2 Total minutes per week a 12 16 20 20 28 28 2B 20 18 12 8 3 5(27 1D IRRITROL ELECTRIC CONTROL VALVE 'bj' Q FINISH GRADE I-1111 )_ VALVE BOX (HEIGHT ABOVE GRADE AS �III�1111 'ITldpl� REQUIRED) i ® PVC MALE ADAPTER O5. WATERPROOF WIRE CONNECTORS © PVC LATERAL UNE -ANGLE TO PROPER DEPTH WITH 450 ELLS t 0 COMMON RED BRICK (4 REQUIRED) OB PEA GRAVEL -12' DEEP O9 PVC SCHEDULE 80 NIPPLE (6' LONG) tt t0 PVC SCHEDULE 40 S X T ELL 11 PVC SCHEDULE 80 PIPE 1© COMMON AND CONTROL WIRES TO CONTROLLER LOCATION t© PRESSURE MAIN UNE PIPING WITH MAIN LINE t 12 FITTING (DEPTH AS REQUIRED) NOTE: REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION AND ADJUSTMENT n REMOTE CONTROL VALVE INFORMATION. i N.T.S //' 3/4' DISC FILTER DF075-140 PVC MAINUNE - REMOTE CONTROL/ I—LOW HIGH FLOW: PRV075HF45V2K VALVE t' FPT I FLOW: PRV075LF42V2K BRICK SUPPORT 1 1 iCU. FT. PEA (1 x 3/4' SCH 40 112• x 18' I PVC OR POLY (1- EA. CORNER) GRAVEL SUMP RED BUSHING TxT VALVE BOX LATERAL UNE 0 HIGH/ LOW FLOW CONTROL ZONE ASSEMBLY -r IDGHegS-17.6 GPM OR LOWa 035.4.4 GPM N.TS 6' VALVE BOX WITH COVER: i' ABOVE GRADE r —FINISH GRADE/TOP OF MULCH NIBCO BALL VALVE —UNE SIZE PVC MALE ADAPTER 1/2 CU FT PEA GRAVEL t)�N SCH 40 MAINUNE BALL VALVE N.TS FEBCO BACKFLOW PREVENTER MODEL 825Y yl: %1 BACKFLOW PREVENTER L N.T.S VALVE BOX, INSTALL ABOVE GRADE PRESSURE REGULATOR RTS SPRINKLER LOCATE IN PLANTING AREA SCREEN WITH PLANTING -BRASS Y -STRAINER PER LEGEND _BRASS NIPPLES AND FITTINGS 18* SQ. IN. GONG. FOOTING MALE ADAPTER H GRADEITOP OF MULCH INS 70 SERIES (BRONZE) LEGEND MALE ADAPTER 1/2 CU FT PEA GRAVEL SCH 40 MAINLINE FINISH GRADE VALVE BOX — SEE SPECS. =U T— POLYETHYLENE POLYETHYLENE LATERAL � (OR IXHAUSf HEADER) STAINLESS STEEL CLAMP Q BRICK SUPPORTS (THREE) 3/4' GRAVEL SUMP (t CUBIC FOOT) (� Techline LINE FLUSHING VALVE UV RADIATION RESISTANT (PLUHsm]O FOUL x.is PVC SCH BO NIPPLE (LENGTH AS REQUIRED) HOSE BIB TEFLON TME 3/4'X24- GLLV. 15' NIPPLE FINISH GRADE/TOP OF MULCH 8' DIIk CONC. FOOTING 2' ADAPTER4- MALE 3/4' PVC SCH WW SUPPLY UNE E HOSE BIB NTS 0 O 0 0 0 O 10 FSI U GROUND WINE POWER SUPPLY W1RS YISTIN VALVE WIRE (OPTIONAL) COMMON NEUTRAL WIRE —TREE OR SHRU13 INSTALLATION PER DETAIL SETBACK FROM PLANT 1) TREES: 12 -INCH MAX. FROM R007BALL 2) SHRUBS: 12 -INCH FROM TRUNK RAINSIRD BUBBLER PER LEGEND 3' BERM TO FORM WATER BASIN FINISH GRADE O V.I.T. PRODUCTS PS-18—'UVR' PVC SCH. 40 #4 x 12' REBAR ROD TEE OR ELL W/ DOUBLE 'J' HOOKED RAD. UV RADIATION RESISTANT AT ONE END TO HOLD PIPE LATERAL PER LEGEND SECURELY IN PLACE, TREE ROOTBALL INSTALL 10' D.C. RISER INSTALLATION N.T.S PWP -= WRES toPnot N) RAN STAT —CS (OPPOWl) VALVE CONIROL WIRES - ONE PER VALVE CONDUT 115V AC CONDUIT 24V A.C. CONTROLLER MODEL PER LEGEND WEATHER STATION PER LEGEND MAIN N .0SPRIHICLEFT HEAD WEA RMATIC SMART LINE SERIES CONTROLLER F MIN. CLEARANCE PAVING DITCH DITCH �—SLEEVES PAVING .I� 72 - 2'12' MIN. 18' MAX. NOTES: 1. ALL PVC IRRIGATION SLEEVES TO BE SCH 40 PIPE. 2. , SLEEVES TO BE AT LEST TWICE THE UNE SIZE 3.^MECHANICALLY TAMP TO 95% COMPACTION. G SLEEVES N.T.S REMOTE CONTROL VALVE WITH DISC FILTER AND PRV (--- "'-) Techline START CMALE fAD 0� I I AND TEE I I Techline CV TUBING ( (.--AREA PERIMETER I SEE IRRIGATION LEGEND I I SPECIFICATIONS FOR ROW SPACING I PERIMETER LATERALS 4' to 6' FROM EDGE L-- --J FLUSH VALVE PLUMBED TO Techline CV- SEE DETAIL TECHLINE CV END FEED LAYOUT N.TS Log' xN,l,k� 6 Jr LEGEND (DPOP-UPSPRAY-SEE LEGEND. O USETBR.ON TAPE ON ALL PCV TO Q PCV MALE PIPETHREADS. O POPUP DETAIL ON GRADE 9 N.T.S N SOE revs Dunt paw wRIGa1)ON #4 x 30' REBAR STEEL STAKE VXT PRODUCT #ST9 SPRINKLER TIB 12 REO -D). TOP OF SLOPE -UV PVC SCH. 40 TEE OR ELL O'TNR' PVC SCH. 80 NIPPLE —RD 1AOt PANa4W BUBBLER FULLOp 12' R6FA LENGTH AS REQUIRED. OHNISH GRADE OV.I.T. PRODUCTS PS -18 r ,PCO-mVP100D-0o .—H, B 94 X 17 REBAR ROD W/ 'H- Mr Nlw.m oaTuim � m�V)E `� As �weum as PMrI DOUBLE"J'HOOKED RAD. AT ONE END TO HOLD PIPE B SECURELY IN PLACE INSTALL CHWPKN le Bags, I OSE &0 la O.C. OSHC.4o PVC-UVR" F LATERALUNEPIPE WFAR00We —1 trlREa WEA.11471 STATCH MOUNT TO ROOF EDGE PER YI 1 SPECS INSTALLED ON GRADE O USETBR.ON TAPE ON ALL PCV TO Q PCV MALE PIPETHREADS. O POPUP DETAIL ON GRADE 9 N.T.S N SOE revs Dunt paw wRIGa1)ON #4 x 30' REBAR STEEL STAKE VXT PRODUCT #ST9 SPRINKLER TIB 12 REO -D). TOP OF SLOPE REVISIONS . BY 11-06-13 02-07-14 05.12-14 05-21-15 08.13.15 R.S. P.M. DATE 08.13.15 SCALE AS NOTED .Toe No. 13099 SHEET OF 4 SFE IRRIGATION LEGEN D W®V ram. Mro ow ea wo O —RD 1AOt PANa4W BUBBLER FULLOp 12' R6FA — A 1 HMNIER rM—MWo-N-MM00-a- vo-alB w 1w a OHUNTER r ,PCO-mVP100D-0o .—H, B w t4• e 'H- Mr Nlw.m oaTuim � m�V)E `� As �weum as PMrI B NEMFIY WOE1. / 7 LSOIW 1 B A CHWPKN le Bags, I OSE &0 E © .1. ,Munro¢ KARWUWC WNL MOJM. mou" LCCA1xN N/ —m F ® WFAR00We —1 trlREa WEA.11471 STATCH MOUNT TO ROOF EDGE PER YI 1 SPECS F _ manor w asLww Mtay.>a (� MAsr TWAx uac usT o _ solmLAc w ON uac "W11°'m svE As worm ox nAx Pae -VaUE w LIE Anw.m sn: As wrATm w Pwl 1EOSOE N. iLCA-li 'nom IlE9 IAWAR W M' OZ w K ®Too I41RA wW sous AumtMnc PaAE vALlt MniIOL sTE As wa:WOt Ox ANt i eDxE 41 0 -M, nDNA TINE J3 -11.e 14:TIFW TOE U45W10WS-Li. nDNA MtE 025-rA 4 H MECO SNA. VALVE -UNE SU!E K e e25T REDIASD PRIE SILRE aM O sW. TFHfa 135' Sar. USC ... 11q -TB W1E SmA apt L &USS WONtw MESA SS. ]a SOILS 125• SiDT, BaONTL SEf AT 4SPJ WILIOIIS ALL N VN.YE Bax- BEIDW TAaE R REVISIONS . BY 11-06-13 02-07-14 05.12-14 05-21-15 08.13.15 R.S. P.M. DATE 08.13.15 SCALE AS NOTED .Toe No. 13099 SHEET OF 4 SFE SITE ADDRESS jilil RIDGE LINE RO] I J1 MUT Lela 1 1241431 REPORT DONE BY: PHIL MAy LANDSCAPE ARCHITECT 1937 W 9"H STREET UPLAND, CA 91786 (909) 373-1959 YfMPARKER CERTIFIED ARBORIST ISA LICENSE # WE3414A May 12, 2014 TREEREPORT LETTER..................:.....................................................1 TREEPLAT.......................................................................8 SITEPHOTOGRAPHS .........................................................3 TREEDISCUSSION.............................................................4-6 May 12, 2014 RE: Tree Report Site: 23121 Ridge Line Road, Diamond Bar, CA To Whom It May Concern: I have prepared a tree report based on the comments from the city. The following opinions expressed are based on field inspection. My observations, recommendations, and opinions are within this report. Based on the site visit there are fifteen mitigated trees within this site. Here is a breakdown of mitigated tree species, please refer to "TREE PLAN' for more information. Seven (7) of existing trees within the lot are of the species Quercus agrifolia, Coast Live Oak, Eight (8) Juglans california, Southern California Black Walnut. All existing Juglans california, Southern California Black Walnut trees quantity of (8) will be removed due to bad health, severe pruning and bad structure. Juglans, california, trees will be replaced at a 3:1 ratio as per city code. Five existing Quercus agrifolium, Coast Live Oak trees will be removed due to severe health and bad structure. Quercus agrifolium, trees will be replaced with 24" boxes and 15 gallon containers at a 3:1 ratio as per city code. Remaining Quercus agrifolium quantity of (2) will remain in be protected in place as per city tree protection guidelines. Refer to "TREE PLAN" for location, quantity and species of existing trees. Sincerely, Phil May Ill np Landscape Arc License # 3104 Mike Parker Certified Arborist ISA LIC. # WE3414A NHTIGATED TREES QUANTITY = 15 EXISTING TREES # 101, 102, 103, 104, 105, 106, 111, 113, 114, 119, 120, 121, 122, 123, AA SITE & TREE DISCUSSION The trees growing in this site have been there for 20-40 years. Trees are in fair to bad condition. SPECIES: 1. Quercus agrifolia qty (7) 2. Juglans california qty (8) AGE: TRUNK DIAMETER: HEIGHT & WIDTH: HEALTH: MECHANICAL: STRUCTURE: INSECT/DESEASE: M[AINTENANCE: 20-40 years Varies see, TREE PLAN Varies see, Varies see, Varies see, Varies see, Minor Minor TLJ ITKM I a ba 1 -.1 a = al 'I ra a a V-01 H a QUANTITY = 2 TREES TO REMAIN # 123, AA SITE & TREE DISCUSSION The trees growing in this site have been there for 20-40 years. Trees are in fair to good condition. SPECIES: 1. Quercus agrifolia qty (2) AGE: TRUNK DIAMETER: HEIGHT & WIDTH: HEALTH: MECHANICAL: STRUCTURE: INSECT/DESEASE: Minor MAINTENANCE: Minor 20-40 years Varies see, "TREE PLAY' Varies see, " cc Varies see, " 44 Varies see, " cc Varies see, " 44 PRESERVATION DISCUSSION PRESERVATION NOTES 1. Construction fencing must be installed prior to the construction phase of the project. Site plan for fencing location at Oak trees. 2. Provide a layer of mulch 2" thick around root zone. 3. No supplemental irrigation should be introduced to existing tree base. 4. Keep proposed drainage flow away from Oak tree protected zone. 5. Limit the percentage of soil compaction within the drip line of tree. MITIGATED TREES (AFFECTED) QUANTITY = 13 TREES TO BE REMOVED # 101, 102, 103, 104, 105, 106, 111, 113, 114, 119, 120, 121, 122, SITE & TREE DISCUSSION The trees growing in this site have been there for 20-30 years. Trees are in fair to bad condition. SPECIES: 1. Quercus agrifolia qty (5) 2. Juglans california qty (8) AGE: TRUNKDIAMETER: HEIGHT & WIDTH: HEALTH: MECHANICAL: STRUCTURE: INSECT/DESEASE: Minor MAINTENANCE: Minor 20-30 years Varies see, "TREE PLAN' Varies see, cc Varies see, cc Varies see, cc Varies see, cc PRESERVATION DISCUSSION Trees are to be removed. EXISTING TREES PLANT LEGEND TREE F BOTANICAL NAME COMMON NAME DSH (Inches) WIDTHHEIGHT REMARKS (Xf) (feet) 101 nnq rn ifornipr; S. Col. Rinck Walnut 20 13 10 1 TO BE REMOVED _10_2 fornica S. Cal. Black Walnut I., Ir" 20 90 20 1 TO BE REMOVED To _3 i ! c5lfarnico _' 19 'IQ 10 10 13 TO BE REMOVED Walnut 7_04 5 Cg,!: B ON nut 'ans cglifornica 9 12 TO BE REMOVED i_ 05 [in Coast Live Oak 3 _] _Z 30 13 TO BE REMOVED 105 n.rif�li. Coast Live Oak F- C.) 12 10 TO BE REMOVED _QjP­,­ ill . . S. Cal, Black Inut W W DO z 14 20 TO BE REMOVED 11-3— Wo gifnlin Coast Live Oak 94 40 40 TO BE REMOVED 114 ons ca i a nic a. Cal. Block Walnut 11 90 25 TO BE REMOVED "g A * * S. Cal. Black Walnut 9 12 16 TO BE REMOVED I 2D �Ajglnns colifornica 'a"'Ll' 9 is 20 TO BE REMOVED a us agrifolic Q��T' dy, Oak is TO BE REMOVED 2 2 ouercil-1; ngrifn in Coast Live Oak 1YJ LL To BE REMOVED 1 " S)"grCus OgEifrIlin cost Live Oak 20 1 30 TO REMAIN ANA (multi—trunk) 17, 30 1 TO REMAIN S.."PRESERVATIONNOTES' Replacement trees @ a ratio of 3:1 —Juglans californica, S. Col. Black Walnut (Oty. 24, 15 gal.) Quercus agrifolia (Qty. 7, 15 gal.) —Quercus agrifolia (Qty. 8, 24" box) Existing trees to Remain in place Existing trees to be Removed A#O =Location & Direction of where picture was taken PRESERVATION NOTES 1. Construction fencing must be installed prior to the construction phase of the project. Site plan for fencing location at Oak trees. 2. Provide a layer of mulch 2" thick around root zone. 3. No supplemental irrigation should be introduced to existing tree base. 4. Keep proposed drainage flow away from Oak tree protected zone. 5. 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V '7 avvvvvv_ ­V717vV77 I- '7 7,7 V 7 V 17 V '7 0 'V RIDGE LINE ROAD SITE PLAN Scale:1/16' = = I No N of 16' 32' 40'48' (A REVISIONS BY 11-06-13 02-07-14 05-1214 EEt PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fax: 9093731958 pmay@phllmaydes1grL= w ,phllmuytleslgn.ccm MCA., Op CNL%i SHEET INDEX SHEET No. DESCRIPTION L-1 TREE PLAN L-2 PLANTING PLAN L-3 IRRIGATION PLAN L-4 IRRIGATION DETAILS SITE PLAN Scale:1/16' = = I No N of 16' 32' 40'48' (A REVISIONS BY 11-06-13 02-07-14 05-1214 EEt PHIL MAY LANDSCAPE ARCHITECT 1937 West 9th Street Upland, CA 91786 Phone: 909 3731959 Fax: 9093731958 pmay@phllmaydes1grL= w ,phllmuytleslgn.ccm MCA., Op CNL%i z W W Cl) o(.) Lu a < C — co Z < Q F- C.) 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I am employed by the City of Diamond Bar. On August 21, 2015, a copy of the Planning Commission Agenda was posted at the following locations: South Coast Quality Management District Auditorium 21865 East Copley Drive Diamond Bar, CA 91765 Diamond Bar Library 21800 Copley Drive Diamond Bar, CA 91765 Heritage Park 2900 Brea Canyon Road Diamond Bar, CA 91765 I declare under penalty of perjury that the foregoing is true and correct. Executed on August 21, 2015, at Diamond Bar, California. Stella Mafc(uez CDAzstel I a\affid av itposti ng. doc VOL?N,TARY REQUEST TO ADDRESS THE PLANNING COMMISSION SUBJECT:24y�I t&�Fm�,q AGENDA ITEM: —&—._---- DATE: 0 TO: Planning Commission �15 SPEAKER NAME: (Please print clearly) 1> c 7 ADDRESS: 21 a S-0 (Pk lease print clearly) e have the Commission we Ud like to address the Planning Commission on the ab ated item. Pie -as Min� tes reflect my name and address as printed above at Z5 .4 intended to assist s the Chairman in. ensuring that all persons wishing to address the Coform is mmission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes. Note: Thi After completion, please submit your form to the Planning Commission Secretary. Thank you. VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM: TO: Planning Commission SPEAKER N1 ME *— _(Please print clearly) ATDRESS. (Please print clearly) would like to address the Planning Commission on the above stated item. Please have the Commission Minutes reflect my name and address as Printed above Signature Note: This form is intended to assist the Chairman in ensuring that all persons wishing to address the Commission will have the opportunity to do so, and to ensure correct spelling of names in the Minutes. After completion, .please submit Vni it fnrm f� +k- VOLUN RY REQUEST TO ADDRESS THE PLANNING COMMISSION 0 A) SUBJECT: �A F� AGENDA ITEM:_9 DATE:_919_J�OI TO: Planning Commission SPEAKER NAME: (Please print clearly) 1>*2' CA q 17 &-:F ADDRESS, (Please print clearly) aced item. Please have the Commission on on the ab 'd like to address the Planning Commissi 'v' s reflect my name and address as printed above Min te nat wishing to address the airman in -ensuring that all persons 9 of names in the Minutes - Note: This form is intended to assist the Ch and to ensure correct spellili Commission will have the opportunity to do so, a Secretary. Thank You - form to the Planning Commission After completion, please submit Your VOLUNTARY REQUEST TO ADDRESS THE PLANNING COMMISSION AGENDA ITEM: SUBJECT: TO: Planning Commission DATE: SPEAKER ME: (Please print clearly) ATDRESS: (Please print clearly) would lik6'to address the Planning Commission on the above stated item. Please have the Commission Minutes reflect my name and address as printed above Signature Note: This form is intended to assist the Chairman in ensuring that all persons wishing to address the Commission will have the opportunity to.do so, and to ensure correct spelling of names in the Minutes. A r4- - -- - -1-4,-- .-.I..-----4,-4.-1r;-,- +- +k - D I ... ;-- _1-1,n -L 1-11