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HomeMy WebLinkAbout04/26/2016 PC AgendaPLANNING AGENDA April 26, 2016 7-0-00 P.M. City Hall, Windmill Community Roo 21810 Copley Drive Diamond Bar, CA 91765 Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title I/ of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation(s) in order to communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. SA Please refrain from smoking, eating or The City of Diamond Bar uses recycled drinking in the Windmill Community Room paper and encourages you to do the same Vice Chairperson Raymond Wolfe Commissioner Naila Barlas Commissioner Frank Farago Commissioner Ken Mok Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title I/ of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation(s) in order to communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. SA Please refrain from smoking, eating or The City of Diamond Bar uses recycled drinking in the Windmill Community Room paper and encourages you to do the same (�MxnfDiamond 'B0DO�Bar ~.� _ _ P|BDn'Og Commission 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 Oi��Od Bar Planning Commission. A request to address the Commission should be submitted in writing at the public heahDg, to the Secretary of the Commission. As a general ru|e, the opportunity for public comments will toha place at the discretion of the Chair. However, in order tofacilitate the 0eetiOg, persons who are interested parties for an item may be requested togive their presentation @tthe time the item iacalled onthe calendar. The Chair may limit individual public input to five minutes OD any item; or the [}h@i[ may limit the tO1@| GDlOUOt Of time allocated for public testimony based on the number of people requesting to speak and the business of Individuals are requested toconduct themselves ina professionaland businesslike manner. Comments and questions are welcome so that all points of view are considered prior to the Commission making recommendations tothe 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 m subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act oOitem that ionot oDthe 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 Ho|| and the p \ic library, and may be accessed by personal computer atthe contact information below. Every meeting of the Planning Commission is recorded and duplicate recordings are available for a nominal charge. Acordless olic[oohoDeioavailable for those persons Vv�h[nObil�«i[npairDentaVVhocannot access the public speaking microphone The service ofthe cordless microphone and sign language interpreter services are available bvgiving notice mtleast three business days inadvance ofthe meeting. Please telephone (9O0)83S-7O3- between 7:30g.m. and 5:30 p.m., Monday through Thursday, and 7:30a.m. and HELPFUL CONTACT INFORMATION Copies ofAgenda, Rules ofthe Commission, CDs ofMeetings (9Og)O38-7O3O K -IT, i 0 1 12215-7 MT I =_19 im, It "Of 0.1'revX111" MI -11 1. ROLL CALL: COMMISSIONERS: Naila Barlas, Frank Farago, Ken Mok, Vice Chairperson Raymond Wolfe, Chairperson Jen "Fred" Mahlke 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 -compllj0tea �k—er'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. 3. APPROVAL OF AGENDA: Chairperson 111110g,1114=1 J§111 The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: March 8, 2016 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 Development Review No. PL2015-395 – Under the authority of Diamond Bar Municipal Code Section 22.48, the property owner and applicant are requesting Development Review to construct a new 5,358 square -foot, two-story single-family residence with an attached 700 square -foot, 3 -car garage and 780 square feet of porch/loggia/balcony area on a 52,708 gross square -foot (1.21 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: 24074 Falcons View Dr. Diamond Bar, CA 91765 APRIL 26, 2016 PAGE 2 PLANNING COMMISSION AGENDA Property Owner: Ming Zhang 7930 Vandewater St. Eastvale, CA 92880 Applicant: Michael Hsiao 2063 S. Atlantic Blvd., #2D Monterey Park, CA 91754 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 No. PL2015-395, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 7.2 Development Review and Tree Permit No. PL2015-550 — Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.38,- the applicant and property owner are requesting Development Review approval to demolish an existing single-family residence and construct a new 5,535 square -foot single- family residence with a 686 square -foot garage on a 56,628 gross square -foot (1.3 gross acres) lot. A Tree Permit is also requested to develop within the protected zone of one (1) protected coast live oak tree. This tree is proposed to be preserved on site. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 2532 Indian Creek Rd. Diamond Bar, CA 91765 Property Owner: Christine Sun 2536 Blaze Trail Rd. Diamond Bar, CA 91765 Applicant: Kai Chan 730 Adelyn Dr. San Gabriel, CA 91775 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 APRIL 26, 2016 PAGE 3 PLANNING COMMISSION AGENDA 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 No. PL2015-550, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 7.3 Development Review and Minor Conditional Use Permit No. PL2015-47 - Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.56, the applicant and property owner, are requesting Development Review approval to construct a 1,490 square -foot single -story addition to an existing 1,720 square - foot, one-story single-family residence with an attached 420 square -foot garage on a 9,210 gross square -foot lot (which exceeds 0.21 gross acres). A Minor Gonditional-U-se-Perin it-i-s-requested-t"llow-an-addition-ever-50-pereent-of-t-he existing square -footage to an existing nonconforming structure with a side setback of six feet to the west (where 10 feet is required) and nonconforming distance of 13'-9" to the structure on the adjacent property to the east (where 15 feet is required). The subject property is zoned Low Density Residential (RL) with an underlying General Plan land use designation of Low Medium Density Residential. Project Address: 1222 Calbourne Dr. Diamond Bar, CA 91765 Property Owner: Connie Sun 4528 Pistache Ln. Rosemead, CA 91776 Applicant: Twen Ma 1955 Mount Olive Dr. Bradbury, CA 91008 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 and Minor Conditional Use Permit No. PL2015-47, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 7.4 Development Review and Tree Permit No. PL2015-03 — Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.38, the property owner and applicant are requesting Development Review to construct a new 10,853 square - foot, multi -story single-family residence with an attached 2,265 square -foot garage on a 92,791 square -foot (2.13 gross acres) lot. A Tree Permit is also requested to remove three protected black walnut and 12 coast live oak trees and mitigate as required per Code. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 23431 Ridgeline Rd. Diamond Bar, CA 91765 Property Owner: Visanu and Radhika Chawla 22909-L-a-z-y—Trail-Rd. Diamond Bar, CA 91765 Applicant: Amat Tajudin EBTA Architects 17871 Mitchell North #150 Irvine, CA 92614 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 No. PL2015-03, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 9.1 Development Review No. PL2015-201 — Notification of minor modification to previously approved project. 9.2 Public Hearing dates for future projects APRIL 26, 2016 PAGE 5 PLANNING COMMISSION AGENDA 11. SCHEDULE OF FUTURE EVENTS: PARKS AND RECREATION COMMISSION MEETING: CITY COUNCIL MEETING: Thursday, April 28, 2016 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Friday, April 29, 2016 — 9:15 a.m. Pantera Elementary School Pantera Drive Tuesday, May 3, 2016 — 6:30 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Drive PLANNING COMMISSION Tuesday, May 10, 2016 MEETING: Diamond Bar City Hall Windmill Community Room 21810 Copley Drive TRAFFIC AND TRANSPORTATION COMMISSION MEETING: MEMORIAL DAY: Thursday, May 12, 2016 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Monday, May 30, 2016 In observance of the holiday, City offices will be closed. City offices will re -open on Tuesday, May 31, 2016. MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION MARCH 8,2016 CDD/Gubman 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: . CDD/Gubman led the Pledge of Allegiance. 1. ADMINISTRATION OF OATH OF OFFICE FOR PLANNING COMMISSIONERS — Administered by Tommye Cribbins, City Clerk ft 22. ROLL—CALL. Present: Commissioners Naila Barlas, Frank Farago, Jennifer "Fred" Mahlke, Ken Mok, and Raymond Wolfe Also present: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney; Grace Lee, Senior Planner; Natalie T. Espinoza, Assistant Planner; Josue Espino, Contract Planner; and Stella Marquez, Administrative Coordinator. 3. REORGANIZATION OF PLANNING COMMISSION: Selection of Chairperson and Vice Chairperson. CDD/Gubman asked for nominations for Chairperson. C/Wolfe nominated C/Mahlke to serve as Chairperson of the Planning Commission. C/Farago seconded the nomination. With no other nominations offered, C/Mahlke was unanimously elected to serve as Chairperson of the Planning Commission by the following Roll Call vote: C/Wolfe Yes C/Farago Yes C/Barlas Yes C/Mahlke Yes C/Mok Yes Chair/Mahlke asked for nominations for Vice Chairman. Chair/Mahlke nominated CN\Iolfe to serve as Vice Chairman of the Planning Commission. C/Mok seconded the nomination. With no other nominations offered, CN11olfe was unanimously elected to serve as Vice Chairman of the Planning Commission by the following Roll Call vote: Chair/Mahlke Yes C/Mok Yes C/Barlas Yes C/Farago Yes CN\Iolfe Yes 4. MATTERS FROM THE AUDIENCE/PUBLIC • 4%one — —a —0 6. CONSENT CALENDAR: 6.1 Minutes of the Regular Meeting of February 23, 2016. VC/Wolfe moved, Chair/Mahlke seconded to approve the Minutes of the Regular Meeting of February 23, 2016 as presented. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, VC/Wolfe, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: Barlas, Mok 7. OLD BUSINESS: Rone 8. NEW BUSINESS: None 9. CONTINUED PUBLIC HEARING(S)- Chair/Mahlke asked C/Barlas and C/Mok to verify that they had listened to the October 13, 2015, Regular Meeting recording on Item 9.1 and were prepared to participate in the discussion of Item 9.1. C/Barlas and C/Mok confirmed their participation. MARCH 8, 2016 PAGES r J PLANNING COMMISSION 9.1 Development Review No. PL2015-242 - Under the authority of Diamond Bar Municipal Code (DBMC) Section 22.48 and 22.56, the applicant and property owner requested Development Review approval to construct a two-story addition consisting of 2,091 square feet of floor area to an existing 1,904 square foot, one-story single family residence with an attached 696 square foot, three -car garage on a 0.27 gross acre (11,730 gross square foot) lot. A Minor Conditional Use Permit was requested to allow a second story addition to an existing nonconforming structure with a 16' 11" rear setback (where 20 feet is required). The subject property is zoned Low Density Residential (RL) with a consistent underlying General Plan land use designation of Low Density Residential. (Continued from October 13, 2015) PROJECT ADDRESS: 1606 Ano Nuevo Drive Diamon ar, CA9'f76 PROPERTY OWNER/ Beatriz Flores APPLICANT: Diamond Bar, CA 91765 CP/Espino presented staff's report and recommended Planning Commission approval of Development Review and Minor Conditional Use Permit No. PL2015-242, based on the Findings of Fact, and subject to the conditions of approval as listed within the Resolution. Chair/Mahlke opened the public hearing. Katie Flores, AMK Studio, 2152 Dupont Drive, Suite 240, Irvine, CA 92612, stated her firm prepare ' d the project design. As CP/Espino mentioned, the mass was significantly reduced from the previous presentation heard by the Commission on October 13, 2015, in response to concerns voiced by C/Farago, and VC/Wolfe. The cul-de-sac lot allowed for flexibility to push the home to the back of the lot. The second floor was pushed back over the garage 94" from the face of the garage, 13 feet from the left side and 11 feet from the right side of the existing first floor. The design was pushed tight as possible within the scope of the property owner's requests. While the average size of homes in the neighborhood is likely smaller than the proposed project, there is a larger home in the neighborhood on Redpost Court (4300 square feet) as well as a number of homes in the 3000 square foot range in the vicinity of the project. She reiterated that every attempt was made to be sensitive to the Commission's concerns and this project is MARCH 8, 20'16 PAGE 4 PLANNING COMMISSION at the end of a cul-de-sac and is most likely comparable to some of the larger homes closer to the park that capitalize on views. Noted in the Design Guidelines (Page 32) was that lot size, unit size and unit price in Diamond Bar generally increase with the degree of slope. Since there are million dollar homes in this neighborhood, the design team attempted to capitalize on the desirable nature of this view lot and maximize views wherever possible, while still being sensitive to the neighboring homes. After the previous meeting, she reached out to the residents who spoke, none of whom were willing to meet at the time of the redesign process. Also, none of the speakers who complained about previous illegal activities had any complaints about her client, the current resident. Mrs. Flores would like to remain in her home and by completing this expansion she and her family will be able to do so for many years to come. They have no plans to rent out this property. S —reach—ed out to previous Commissioner Nishimura who was most vocal about the proposal and presented the redesign to him. He said he was very appreciative and liked what he saw. Chair/Mahlke closed the public hearing. VC/Wolfe felt that there had been a significant change, particularly in the scale of the addition from the street which he appreciates. He said it was a very nice redesign. Chair/Mahlke recalled that the neighbors really liked the homeowners and their only objection was about the scale of the house. VC/Wolfe moved, Chair/Mahlke seconded, to approve Development Review and Minor Conditional Use Permit No. PL2015-242, 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: Barlas, Farago, Mok, VC/Wolfe, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None MARCH 8, 2016 PAGE 5 PLANNING COMMISSION 10.1 Development Review and Minor Conditional Use Permit No. PL2016- 498 — Under the authority of Diamond Bar Municipal Code Sections 22.48, 22.56 and 22.68, the applicant/property owner requested Development Review approval to construct a 1,425 square foot single -story addition to an existing 1,288 square foot, one-story single family residence with an attached 348 square foot garage on a 0.18 gross acre (7,820 gross square foot) lot. A Minor Conditional Use Permit was requested to allow an addition over 50 percent of the existing square footage to an existing nonconforming structure with a side setback of 8' 2" to the west (where 10 feet is required). The subject property is zoned Low Medium Density Residential (RLM) with a consistent underlyingUeneral-Pll�Jiln—IAIH—d- use designation L—ow Medium— Density Residential. PROJECT ADDRESS 21618 Lost River Drive Diamond Bar, CA 91765 Wei Chan Hwang and Jennifer Nguyen 21618 Lost River Drive Diamond Bar, CA 91765 AP/Esinoza presented staff's report and recommended Planning Commission approval of Development Review and Minor Conditional Use Permit No. PL2015-498, based on the Findings of Fact, and subject to the conditions of approval as listed within the Resolution. Chair/Mahlke opened the public hearing. With no one present who wished to speak on this matter, Chair/Mahlke closed the public hearing. C/Farago moved, VC/Wolfe seconded, to approve Development Review No. PL2015-101, 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: Barlas, Farago, Mok, VC/Wolfe, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None -7 - MARCH 8, 2016 PAGE 6 PLANNING COMMISSIOK 10.2 Development Review No. PL2015-101 — Under the authority of Diamond Bar Municipal Code Section 22.48, the property owner and applicant requested Development Review approval to construct a new 6,269 square foot, multi-level, single family residence with an attached 819 square foot, 3 -car garage on a 50,094 gross square foot (1.15 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 ADDRESS: 2651 Braided Mane Drive Diamond Bar, CA 91765 PROPERTY OWNER: Harry Ou 1-3768-R-o-sewall Avenue Chino, CA 91710 APPLICANT: Jay S. Crawford 470 Wald Irvine, CA 92618 CP/Espino presented staff's report and recommended Planning Commission approval of Development Review No. PL2015-101, based on the Findings of Fact, and subject to the conditions of approval as listed within the Resolution. Chair/Mahlke opened the public hearing. Jay Crawford, Architect, thanked CP/Espino for his thorough report. The reason the building is at an angle rather than parallel to the street is that often this is good planning to break up the streetscape, however, in this case, it was more utilitarian because the contours are at about a 30 degree angle from the street so if the house were parallel to the street, the side that is on the uphill side would be hanging way out over where the other side might be at floor level and it would exaggerate the amount of retaining walls that would be required on the side. So the contours were paralleled to minimize the amount of retaining walls. C/Mok said he visited the site this afternoon and was pleased the applicant mentioned the reason for designing the house at an angle. Did the owner request that design based on the view from the back of the house? He noticed that if the structure were to be placed as most homes are configured the back view would be facing the slopes on the other side of the hill. The MARCH 8,2016 . PAGE 7 PLANNING COMMISSION view at an angle is much nicer because it looks out over the valley with homes to the right and the left. Mr. Crawford said that the owner really did not have any input on the placement. Mr. Crawford suggested it be turned for the view and the contour. On a clear day one can see the ocean and there is no direct view of the neighbors across the street. In addition, there is additional privacy afforded in that people are not looking directly in. The main reason was the City's requirement for a 25 -loot pad behind the rear of the house which, if the building was squared up with the street, there would be a lot of retaining walls. Frankly, even without the 25 -foot pad requirement he probably would have turned it just for the views. Chair/Mahlke closed the public hearing. G/F-aTa-g-0--move-d-,---G/Mo"e-c-c-n-de-d,—to—Wpr—(5-v-6—D-ev—elo-pm—ent— eview No. PI -2015-101, 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: Barlas, Farago, Mok, VC/Wolfe, Chair/Mahlke NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: None 11. PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: C/Mok thanked the Commission for their warm welcome. He asked that the Commissioners and staff bear with him and be patient as he learns. Traffic and Transportation is similar but this Commission will be a challenge for him. C/Farago welcomed new Commissioners and said he looked forward to everyone working together. VC/Wolfe welcomed C/Barlas and C/Mok. He reminded staff that he would not be present for the April 12 meeting. C/Barlas thanked everyone for their warm welcome and said she looked forward to working with everyone. She has been a resident for many years and is a Real Estate Broker and Mortgage Broker. Please bear with her during this learning curve. MARCH 8, 2016 PAGE 8 PLANNING COMMISSION Chair/Mahlke welcomed both new Commissioners and said they both did very well tonight. She worked briefly with C/Mok on the Traffic and Transportation Commission and invited both to feel free to ask questions. Even if it is in the middle of deliberation staff is ridiculously helpful and knowledgeable. 12.1 Public Hearing dates for future projects. CDD/Gubman congratulated Chair/Mahlke on her appointment and. VC/Wolfe on his appointment. He welcomed incoming Commissioners Ken Mok and Naila Barlas. He thanked Chair/Mahlke for talking staff up about their knowledge; however, he apologized to confessing to having given the Commission -some -incorrect information—T-he-C-ommissioners-th-at-were- t at a prior meeting are actually eligible to vote on the minutes of that meeting. CDD/Gubman stated that the project plans by Jay Crawford were drafted by hand and not done on a CAD which is pretty old school and very impressive. CDD/Gubman said that the regularly scheduled March 22 meeting was canceled because three members of the City Council will be in Washington DC next week and voted to hold its March 15 meeting on March 22. As a result, the Planning Commission will go dark until April 12. The City Clerk asked if the Planning Commission could schedule the AB 1234 training on Tuesday, April 12. He said he would follow up with the Commissioners on that but at this point he believes there is business scheduled for the April 12 meeting and another date will have to be determined. CDD/Gubman pointed out that the Arbor Day event at Pantera Middle School is actually Friday, April 29 instead of April 24 as indicated on the Calendar of Events. As listed in tonight's agenda. 1-1 -1 �7111) r17) 1-71 -fr MARCH 8, 2016 PAGE 9 PLANNING COMMISSION ADJOURNMENT: With no further business before the Planning Commission, Chair/Mahlke adjourned the regular meeting at 7:50 p.m. The foregoing minutes are hereby approved this 26th day of April, 2016. Attest: Respectfully Submitted, Greg Gubman - mmunity D—eve ldp–m--effit-D i rector Jennifer Mahlke, Chairperson � 1122 010, 50-sa 1, M I I CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 7.1 MEETING DATE: April 26, 2016 CASE/FILE NUMBER: Development Review No. PL2015-395 PROJECT LOCATION: 24074 Falcons View Drive Diamond Bar, CA 91765 (APN 8713-041-015) GENERAL PLAN DESIGNATION: Rural Residential ZONING DISTRICT: Fa -a RR (Rural Residential) Ming Zhang 7930 Vandewater St. Eastvale, CA 92880 APPLICANT: Michael Hsiao 2063 S. Atlantic Blvd., #2D Monterey Park, CA 91754 9111111TITINT1,1111M The applicant is requesting approval of a Development Review application to construct a new 5,358 square -foot, two-story single-family residence with an attached 700 square - foot, 3 -car garage and 780 square feet of porch/loggia/balcony area on a 1.21 gross acre lot. Adopt the attached Resolution (Attachment -1) approving Development Review No. PL2015-395, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. On October 22, 2013, the Planning Commission approved a Development Review application (PL2013-77) for the construction of a 13,360 square -foot house with a 2,207 square -foot four -car garage. The approval—requested by the previous applicant and property owner—subsequently expired without obtaining a grading or building permit and commencing on-site grading and construction activity. The property is legally described as Lot 26 of Tract No. 30577, and the Assessor's Parcel Number (APN) is 8713-041-015. The proposed new single-family home consists of the following site plan and architectural components: Site Plan The site is located in The Diamond Bar Country Estates (The Country) on the east side of Falcons View Drive, south of Indian Creek Road. It is an existing vacant lot with no protected trees on site. —T-he--site--has-an-irregularl-y-shaped-front-pr-ope,rty-lbe-(tee below, where the front property line jogs in 30 feet and continues towards the north property line for another 71 feet. Approximately half of the street frontage is, thus, actually an extended portion of the adjacent neighbor's property to the north. The applicant is not proposing to construct any improvements on this portion of land for access. Legend Subject Property Adjacent Property to North Approximate Location of Street 54450*" FH 18290*" RU 400804` SF—\ 7830 r)o.14 .94 N 10 3162 SF Cb 56824" P ST 742D,-" RU 0060±SF 24 C7) U4_ 1 6 0 icy 7 1.21 AC 61 10±', P S A S R 2 U6 V"O -A, 0 9 S & 16 N O:PP ST 25 The property's gross lot area is 52,708 square feet (1.21 acres), and includes a 30 -foot wide private street easement for Falcons View Drive along its frontage. There are two Development Review No. PL 2015-395 Page 2 of 11 Restricted Use Areas on the site—one along the south side property line and another located towards the northeast corner of the lot. The property's net buildable area (i.e., minus the private street easement and the Restricted Use Areas) is 43,560 square feet (1 acre). The house is situated toward the front of the lot at a minimum of 30 feet from the edge of the street easement line. A series of retaining walls and significant grading at the center of the property will create a level pad to facilitate the development of the house and useable open space at the rear of the home, which will include a swimming pool, spa, outdoor sifting areas, and other landscape and hardscape surface areas. Landscaping is proposed throughout the front and north side of the house to enhance the architecture and to create an overall landscape design that harmonizes with the neighboring homes and surrounding natural environment.In addition, the landscape plan is proposed to comply with the City's updated Water Efficient Landscaping Ordinance and will use drought tolerant planting to minimize irrigation within the new landscaped areas. The-app.l.ica.ntis-pro, ing-a-se-des-of-1-0,-maximum walls in the middle of the property to create a minimum 25 -foot rear level pad to comply with the minimum 25 -foot rear setback. All exposed portions of retaining walls will be textured split -face decorative (Keystone®) block with a stone cap. Architecture The proposed two-story house's floor plan is comprised of the following components: PROJECT SUMMARY (square footage) Living Area First (Street) Level 2,848 Second (Upper) Level 2,510 Total 5,358 Total Living Area 5,368 Garage/Storage 3 -Car Garage 700 - Total Garage Area 700 TOTAL FLOOR AREA 6,058 Porch/Loggia/Balcony Areas First (Street) Level 415 Second (Upper) Level 365 Total 780 Total Porch/Loggia/Balcony Area 780 Development Review No. PL 2015-395 Page 3 of 11 The first floor consists of an entry/foyer, study room, living room, dining room, kitchen with second (wok) kitchen, nook, family room, laundry room, half -bathroom, and a guest bedroom with walk in closet and bathroom, and an attached three -car garage. The second floor consists of four bedrooms, each with a bathroom and closet, and loft and sifting areas. The height of the proposed building is 32'-l", measured from the finished grade to the highest point of the roofline. The applicant has obtained approval from The Diamond Bar Country Estates architectural committee. Front (West) Elevation F 7 d1�Vm� ,MI -I Rural Resiential ��=�:rm 12; -I 11 North 11 Rural Residential - 11 RR 11 Single -Family Residential 11 11 South 11 Rural Residential 11 RR 11 Single -Family Residential 11 11 East 11 Rural Residential 11 RR 11 Single -Family Residential 11 11 west 11 Rural Residential 11 RR 11 Single -Family Residential 1� Development Review No. PL 2015-395 Page 4 of 11 Site Aerial Adjacent Property to North Project Site Adjacent Property to South Aerial !View of Project Site Development Review No. PL 2015-395 Page 5 of 11 -71 Wry- U11111TIOMFUZOIJIM, 1"FITTOTIVIVI"_ma 1111"I I t 1, �� I'll," , I Qqw-m ZsrfW*x,,Ia Construction of a new single-family residence 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 (DBMC Section 22.48) 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 an irregular shaped lot with an average descending slope of 28.12% to the rear of the parcel. The applicant is proposing to import and fill 6,000 cubic yards of soil (with zero cut) to the site in order to expand the buildable pad behind the home. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of import would require between 400 and 600 hauls (800 to 1,200 total truck trips). Development Review No. PL 2015-395 Page 6 of 11 �NWEW 11_0'� gg_ g� 10'-0" on one side and 1 V— north side RSideSetbacks15'-0" on the other 75'— south side side 50'-10" — north side 92'-1 south side N NIA §0 rt 5d II �.<; Re�ar��Setback�����". • ��© LotCoueragefiMaximum -of 300/0 2 -car garage WIN 4'exposed 11 U1 IkI gr Site and Grading Configuration: The project site is located on an irregular shaped lot with an average descending slope of 28.12% to the rear of the parcel. The applicant is proposing to import and fill 6,000 cubic yards of soil (with zero cut) to the site in order to expand the buildable pad behind the home. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of import would require between 400 and 600 hauls (800 to 1,200 total truck trips). Development Review No. PL 2015-395 Page 6 of 11 The majority of the home is proposed on the existing level portion of the site. However, a series of 10, maximum four -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard to comply with the City's development standard for a rear setback and to allow for useable open space, including the pool and spa. Architectural Features, Colors, and Materials: The architectural style is Mediterranean. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: ® Hip, valley, and gable roof style, with concrete roof tiles; • Smooth plaster (stucco) finish for exterior walls; ® Fagade details, such as horizontal moldings and trim; ® Vertically rectilinear windows; ® Decorative wrought iron guardrails; 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 scale and proportions of the proposed home are well balanced and appropriate for the site. 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; o Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hip, valley, and gable 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; a Large wall expanses without windows or doors are avoided; a The exterior finish materials and colors blend with the natural environment; and Development Review No. PL 2015-395 Page 7 of 11 Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways. The applicant provided color samples which call for earth tone colors for the exterior finish to soften the building's visual impact on the hillside. 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, six 36 -inch box Desert Museum Palo Verde trees will be planted along both sides of the driveway leading towards the garage. Additionally, 16, 15 -gallon Dwarf Strawberry (Arbutus Unedo'Compacta') trees will be planted along the north side property line to act as a tree hedge and reduce visibility to/from the adjacent neighboring property. Also, a variety of groundcover and shrubs will be planted in the front and north side yards. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's updated Water Efficient Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check and final inspections. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Compliance with Hillside Management Ordinance (DTC Section 22.229 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 building maintains its two-story appearance as viewed from all sides, with a maximum building height of 32'-1", where 35' is allowed. The project complies with all of theregulations 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 2015-395 Page 8 of 11 A JIMUMAMIM01 M - 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 home will be situated towards the front of the property, in- line with the adjacent homes. Although the second floor contains seven windows facing the adjacent neighbor to the north, three windows are from bathroom or closet areas and the four bedroom windows are narrow in width with 2-6" openings. In addition, views from the second floor of the proposed home to the pool area of the adjacent property will be screened with a row of 16 Dwarf Strawberry evergreen tree species, which range in height of 8' to 12', to minimize visibility between the neighbors. In comparison to other homes in the community, the proposed house isless grandiose than many recently approved and constructed homes on similar size lots in The Country Estates. 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 April 12, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On April 15, 2016, 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 On April 15, 2016, the adjacent neighbor located directly to the north at 2160 Indian Creek Road inquired at the public counter about the application stating the following concerns with the proposed project, and expressed concerns with the proposed project. Those concerns are summarized below, and each is followed by a response explaining how it will be addressed. 1. There is illegally filled soil on the property and it needs to be removed to reflect the natural grade on the property. The foundation of the new residence should be able to support the neighbor's property to prevent any damage or landslide. Response: The Public Works/Engineering Department is aware that a stockpile of earthen material was illegally dumped on the subject property. The stockpile will be addressed during grading plan check through the submittal of a geotechnical Development Review No. PL 2015-395 Page 9 of 11 report, along with precise grading plans. Grading and foundation design methods will follow the recommendations of the geotechnical report and be subject to California Building Code requirements to avoid structural or slope failures. In addition, the foundations of the new residence will be submitted to the Building and Safety Division during plan check for compliance with the California Building Code. 2. There is a 70' x 30' area of land in front of the subject property that belongs to the adjacent neighbor located to the north, and cannot be used for a driveway; Response: The applicant is not proposing to do any access related improvements on the neighbor's property. The driveway and access will be located on the project site. 3. The adjacent neighbor to the north is concerned that the proposed house will be located too close to their swimming pool, and that the proposed retaining wall located near the north side property line should be strong enough to support the swimming pool. Response: The proposed structures comply with all of the Development Code standards, including the required setbacks. The location of the proposed house is approximately 51 feet from the residence on the adjacent property to the north. The Development Code requirement for separation between structures on adjacent lots is 25 feet in the Rural Residential zone, and does not have a requirement for distances between structures and pools on adjacent lots. In addition, structural plans for all proposed structures including retaining walls will be submitted to the Building and Safety Division during building plan check to for compliance with the California Building Code. Through the plan check and inspection process, the proposed project will be reviewed for compliance with appropriate requirements to ensure that the project is not detrimental to the safety of the properties or improvements on the project site and in the vicinity. AZWJ���- 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 Development Review No. PL 2015-395 Page 10 of 11 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: Josue Espino Planning Consultant Attachments: Reviewed by: ce Senior Planner Draft Resolution No. 2016 -XX and Standard Conditions of Approval Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review No. PL 2015-395 Page 11 of 11 Attachment I PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-395 TO CONSTRUCT A NEW 5,358 SQUARE -FOOT, TWO- STORY SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 700 SQUARE - FOOT, 3 -CAR GARAGE AND 780 SQUARE FEET OF PORCH/LOGGIA/BALCONY AREA ON A 1.21 GROSS ACRES LOT LOCATED AT 24074 FALCONS VIEW DRIVE, DIAMOND BAR, CA 91765 (APN 8713-041-015). A. RECITALS 1. The property owner, Ming Zhang, and applicant, Michael Hsiao, have filed an appl—icoat—ion for a -new 5,838 square -foot, two-story single-family residence with an attached 700 square -foot, 3 -car garage and 780 square feet of porch/loggia/balcony area located at 24074 Falcons View Drive, Diamond Bar, County of Los Angeles, California. 2. The subject property is made up of one parcel totaling 52,708 gross square feet (1.21 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 26 of Tract 30577. The Assessor's Parcel Number is 8713-041-015. 4. On April 12, 2016, 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 April 15, 2016, 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 April 26, 2016, 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: 1. The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (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) 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and a rchitertu-ral-criteria-for speci­a-l­a-reas­(e-.g—.,t_hem e_a-reasspecifi�plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 5,358 square feet of floor area; 700 square -foot garage area; and 780 square feet of porch/loggia/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 a hip, valley, and gable roof with concrete roof tiles, smooth plaster (stucco) finish; horizontal moldings and trim; appropriate window shapes and sizes throughout the fenestration pattern; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. In addition, appropriate screening and integration of the home to the natural environment is accomplished by providing a variety of groundcover, shrubs, and trees throughout the site. 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 2 DR PL2015-395 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 exist on site. Although the second floor contains seven windows facing the adjacent neighbor to the north, three windows are from bathroom or closet areas and the four bedroom windows are narrow in width with 2'-6" openings. In addition, views from the second floor of the proposed home to the pool area of the adjacent property will be screened with a row of 16 Dwarf Strawberry evergreen tree species, ranging in height of 8' to 12', to minimize visibility between the neighbors. 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. idn of the proposed development is compatible with the character of the surrounding neighborhooa ana wiii maintain aim 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 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. As mentioned, views from the second floor of the proposed home to the pool area of the adjacent property will be screened with a row of 16 Dwarf Strawberry evergreen tree species, which range in height of 8' to 12', to minimize visibility between the neighbors. The new home will be visually integrated into the existing streetscape and not negatively impact the look and character of the neighborhood. 4. The design of the propOSE environment for its occupants through good aesthetic use aesthetically appealing; J development will provide a desirable and visiting public as well as its neighbors F materials, texture, color, and will remain 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 a hip, valley, and gable roof with concrete roof tiles; smooth plaster (stucco) exterior wall 3 DR PL2015-395 finish; horizontal moldings and trim; and 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 Before the issuance of any City permits, the proposed project is required to comply with al/ 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 i-njul-tous-to-the-prrcrperties-or-improvemen ts 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. If, during plan check of the landscape construction documents, the City determines that any trees or other plant materials could compromise the structural or slope integrity on the subject property or the adjacent properties, the City reserves the authority to require substitute plant material selections to be specified on the plans prior to permit issuance. 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 DR PL2015-395 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 updated Water Efficient 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, Ming Zhang, 7930 Vandewater St., Eastvale, CA 92880, and applicant, Michael Hsiao, 2063 S. Atlantic Blvd., #2D, Monterey Park, CA 91754. APPROVED AND ADOPTED THIS 26thAY-GF-AP-RI-L-201Z,—BY—T-H-E—PL-A-N-N-1-NG COMMISSION OF THE CITY OF DIAMOND BAR. By: Jennifer Mahike, 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 26th day of April, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 DR PL2015-395 > COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITS3 COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-395 SUBJECT: To construct a new 5,358 square -foot, two-story single-family re-cdde=e—w-ith an attached 700 square -foot,- 3 -car para-- and 79 square feet of porch/loggia/balcony area. PROPERTY Ming Zhang OWNER: 7930 Vandewater St. Eastvale, CA 92880 APPLICANT: Michael Hsiao 2063 S. Atlantic Blvd., #213 Monterey Park, CA 91754 LOCATION: 24074 Falcons View Drive, Diamond Bar CA 91765 ALL OF THE FOL . LOWING CONDITIONS APPLY TO YOUR PROJECT - APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of, Development Review No. PL2015-395 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. 6 DR PL2015-395 (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. PL2015-395, 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. ig.ned-copies-0f­P-lanni1I9 commission Resolution No. 2016 -XX, Standard Conditions, and all environmental mitigations shall be include U_6_n_Th_eplans (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, land scape/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 DR PL2015-395 1 Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building. permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2015-395 expires within two years from 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 1. This approval is to construct a new 5,358 square -foot, two-story single-family residence with an attached 700 square -foot, 3 -car garage and 780 square feet of -porch/loggia/balcony area at 24074 Falcons View Drive, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed -below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an, appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the 8 DR PL2015-395 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. A-11-g-round-moun-ted-utility-appLurtenances 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 DR PL2015-395 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 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-.Ba-Ic;onie_s,pa-tio_r1Mfs, 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 c the 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 diff ' icult 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 DR PL2015-395 APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: FTIIVNNK9-• 1. 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 .&[- C+- AAIB+or PRAID r'inrfifinnfinn Fnr construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan needed. 3. A new single-family hillside home development project shall include mitigation measures to: (i) Conserve natural areas; (ii) Protect slopes and channels; (iii) Provide storm drain system stenciling and signage; (iv) Divert roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and (v) Direct surface flow to vegetated areas before discharge, unless the diversion would result in slope instability. 4. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be* limited to between the hours of 7:00 a.m. and 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 .O. .,D WALLS 1. Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. . 1 1 DR PL2015-395 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. 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, ineluding--m-a-teria-l-stockp.ile-and-equi ment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the defense shall be IocKed whenever the construction site is not supervised. 6. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 7. The maximum grade of driveways serving building pad areas shall be 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. 8. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer and a permanent irrigation system shall be installed. 9. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 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 and the as -graded geotechnical report shall be submitted for review and approval prior to issuance 12 DR PL2015-395 of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 12. Final grade certifications by project soils and civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 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 dr6inage 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-t-he—s-atisf-ac-t-ion—ofth"- ity-Eng_iaeer and Los Angeles Public Works Department. D. SEWERS/SEPTIC TANK 1. Any homeowner that installs a new septic tank system, repairs and existing septic tank or adds any plumbing fixture units or bedroom equivalents to the facility served by an existing septic system will need to submit a Notice of Intent (NOI) to the Regional Water Quality Control Board for Waste Discharge Requirements and submit a copy of the sent. NOI and check to the City. Please refer to City handouts. 2. SEPTIC TANK: The Applicant shall show septic tanks location, size and details on the plans. The Los Angeles County Health Department, California Water Control Board and the City's Geotechnical Engineer shall approve these plans prior to the issuance of any permits. The property owner shall be required to sign and record the City's Covenant for use of a septic system. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS 1. At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 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. 13 DR PL2015-395 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. The second floor bar shall not be used as a kitchen. B. PLAN CHECK - ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL 1 The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. I-ndoor-air-q-uality-shalLbeovided 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 I submitted to the Building and Safety Division. 5. "Separate permits are required for pool, spa/Jacuzzi, 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 Los Angeles County Fire Fuel Modification Unit. 14 DR PL2015-395 Los Angeles County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix 8105-1. 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. 12. Light and ventilation shall comply with CBC 1203 and 1205. f%. — ITEMS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE %.# PERMIT 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. Private property sewer/septic system shall be approved by the Los Angeles County Health Department and the California Water Control Board. 5. SCAQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 6. 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. 15 DR PL2015-395 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 _pronprt, I y__shAU_b_e 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. 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. 16 DR PL2015-395 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. 17. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 18. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. WE 17 DR PL2015-395 TiDEMOM=DIAMI-CKDLVD.D a2D —20.2101 fM' DA2-485 L-MNL:.adl00�hplm.iLc=m 0 STAMP: pGFE551n.. ,fc��.G PF)_EgWI FeL � N0.5E9NA m'� b TF E•P� �YrEOF GIPD�' � I z% 040ro I wrNrW: 0801115 08101/15 S 2 ijv - T-0' pWYN: MH A19OM 911RLT: Al Wr s UL Attachment 2 ! j 15 6 - DIAMOND BAR COUNTRY ESTATES SINGLE FAMILY HOUSE I I ®F DOS B 24074 FALCONS VIEW DR. DIAMOND BAR CALIFORNIA i i 0 Q W I I I �- _-• - i •_ ---"- - '. �. I ^ - PR�PERi•� LI • -- A. GENERAL INFORMATION OWNER, Z�4 FALCONS VIEW DRIVE DIAMOND BAR, GA 41765 bbb ASSESSORS PARCEL, APN - bit -1041-015 I PROX-T ADDRESS, DI M010 BNt, CA 924014 FA EH6DR VE I 1 Z Q Q _ry B 0 I WAIL TO REMAIN '--". '• _ _ - I 6'"T. CD00. ELOCK .'. .'.'.'_ _ I Ep5T6 _ _ . II'_ •-U'SIDE Y- -- _ _ ��LIIYe •F _ At ' -' _ • _ • ' • WALKWAY - _ - - _ - _ _. . _ -. _ _ _ _ - - ' -_ - (�7 I I-• 4 -L_J D -O v _ I,E6AL DESCRIPTION, TRACT NO 30577 LOT 26 LOT DIMENSIONS, GRO556 Lor AREA. s3,7o8 . i1 AC NET LOT AREA, 43560 SF . IO AO PROP05„W Ute, 2 -STORY SINSLE FAMILY BANE PARKINS PROVIDED, SEW, PARKINS BALDINS FWiPRiNi, 3,963 5P i • - -- PROPOSED LOT COVER:45E, 3,963 SF / 52.1 SF v 15% F- EL EL R • _ ( �• O%r BAS • ' KILOEII ' ; TWX FNaLY ��GH:AEE FS _ _ - _ - _ YARD SETBACKS RECVIRED. FRONT - 30' SIDE - [VON ONE SIDE 10' ON THE OTHER REAR - Z5' TO PROPERTY LINE OR Z5' TO EDGE OF BUILDABLE PAD PROPOSED YARD SETBACKS, FRONT - 0' DESCENDINS SLOPE I t (1160) 1 , it _ I I• S 11 ❑ - ' ----� _ - - - - 51DE - H' NORTH AND TS' SOUTH REAR - 2V O PROPERTY UNE $' TO REAR EDGE OF PAD PRrw.+c✓:+'+ un�IN, HF16HT 53'-1' (55' MAXI _ TOTAL FLOOR AREA. 5$58 SF - 5 BEDROOMS / 55 BATH 001211 IW e. co i ! "L. • I - CODE OF DESIGN: 2013 CALIFORNIA BUILDING LODE ZOIS CALIFORNIA RESIDENiIAI LOGE w 1 y t 3 i �'""' . Y -' P0Ati5 - i FOYER � I � i ' I .. • • • 1 O Q" _ _ ' _ _ _ - STUDY Dy ,.' p .'I. .' _ T _ I --`I•.••••. _ _ -- - _•'• '•_'.'. ''- - - - -10'-0'_ 13'-0' •e' -D'_ 2 - _ _ • _ _ - L/ 2013 CALIFORNIA GREEN BUILDING STANDARDS OCCN' AHLY 61111, R-3 / U TYPE of caSTRucnoN, TYPE v - e "TI AUT NUMBER OF STORIES, TWO STORIESC SPRRNKLER SYSTEM L. SLOPE OF WORK I. TO BUILD A NEW LININS AREA 5556 9F WITHORY IE FAMILY AN ATTACHED 5�•C R 5 BEDROOM$ AM 55 BATH, TOTAL 6ARA6E ON 6RADF PROJECT SUMMARY REMARK ISrFL.LIVIN6AREA 2A46 5F COVERED PORCH AND LOGGIA 415 SF COVERED BALCONY 565 SF TOTAL LIVING AREA / R•3 5$58 SF . -. _ . .- - �� 6ARA6E AREA / U TOO SF FLOOR AREA TABLE S'Sh (-_-.•._'.'.'.'-'_'. •.'.'_ - - - - _-- At sIFLTU00RRPµLAIN5 �I 17 R I Sa p_ 6 m 6 g I i I • • - • ' • _ _ _ • _ _ _ _ _ _ _ - A4.1 EXTERIOR ELEVATIONS A42 EXTERIOR ELEVATIONS mNA5�VEY MAP M SLOPE r1l CONCEPTUAL IN6 PLAN ! _-�--.(1150) I•. _'_'_'.'. _•_'_ . _•. •.'.'_- - _ . - - - RESTRIGSED ,ARBA_+:-_ ur1� o. -- _ - - - - - - • ,_.,.ter.-.---- - „�— LANDSCAPE PLAN LZ IRRIOATICN PLAN Is LANDSCAPE DETAILS SHEET INDEX - . • — - _ �- _ O INDICATES NOTES APPLICABLE TO THIS PLAN ONLY NOTES APFLY ONLY WHEN REFERENCED BY PLAN. 1 _ - L— _ - .:. I•• _ _ _ _ ....-.__.-•_:_.-. --- -----' PROPERTY LINE i , _ . _ _ _ -- .. I. PROPERTY UNE. 3. 3'-6' HI6H W L FENCE, PAINTED TUDOR BROIW. .. - •. - - _ - _. -. j �- ' • • ' �, _ . --- �" -' -�� AVERAGE SLOPE . 38J2%, SEE T-3 FOR ELOPE ANALYSIS. 3. 5'.O' HIGH STUCCOED CONC. BLOCK WALL W/ OAP. COLOR TO MATCH BJILDUS. 4. W -O* MGH W I. SWINS GATE. SELF-CLOSING a SELF -LATCHING, PAINTED TUDOR BROWN. _ SWFMIN6 POOL BARRIER REQUIREMENT, ICRC A6109.4.915. CONCRETE DRIVEYNY, -�� WHERE A WALL OF A DVE!.LIN6 SERVES AS PART OF TIE BARRIER• ONE CONCRETE SLAB W/ MEDIUM BROOM FINISH ON COMPACTED FILL, TYP. AT ALL OF THE FOLLOWINS CONDITIONS SHALL BE MET. WALKWAY, DRIVEWAY AND PATIO SLABS. 1 I iCOFIPLIANCE i i i I 4.1 THE POOL SHALL BE EQUIPPED K TH A POWERED SAFETY COVER IN WITH ASTM F 1946; 3 DOORS W TH DIREED CT ACCESS TO THE POOL THROU6H THAT WALL 1.2 SHALL BE EOIAPPWITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR ANO/OR ITS SCREEN, IF PRESENT, ARE WPENEDTHLL 7. TIE017. ALARMTHE SHALLDEACiiVATiON BE L157EDSWTCANPNESSHLABELEDALL IN ACCORDANCE O BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 6. COLORED INTERLOCKING CONIC. PAVER COLOR AND FINISH PER OWNER %6JECT TO CITY APPROVAL. T. STANDARD 'LPMiRY' MAilBOX, MAILBOX SHALL BE INSTALLED IN COMPLIANCE HIT" CURRENT U5. POSTAL RESULATION5. 8. 6' HI6H CONCRETE STOOP. 9. NC UNIT AND TRASH RECEPTACLES ON CONCRETE PAD. 10. 4'•O' HIDE CONCRETE WALKWAY, 4' CONCRETE SLAB. 49 OR OTHER MEANS OF PROTECTION. SUCH AS SELF-G,O5IN6 DOORS H. LANDSCAPED AREA. SEE LAND'4APE PLAN FOR DETAILS. i ! I 5 WITH SELFDEVICES, WHICH ARE APPROVE 60VERNili6 BOGYD BY THE , SNAIL BE ACCEPTABLE AS LONG AS THE DEGREE OF PROTECTION AFFORDED 15 HOT LE56 THAN THE PROTECTION 13. SLIP-RE51STANCE PAVER WTH 13' WDE CONIC. GANG, SME AND COLOR BY OWER 15, 6' HI6H CONC. PAD OR BLMPER 6UARD, ! i AFFORDED BY ITEM 4.1 OR 92 DESCRIBED HEREIN 14. OPEN PATIO OR LOC61A AREA. I I NOTES, 1. THERE 15 NO PROTECTED TREE ON THE SUB.ECT PROPERTY. 3. TRASH OLTP" TER WILL BE LOCATED AT PROPOSED DRIVEWAY. I5. RETAINING WALL PER GRADING PLAN. 'KEYSTONE RETAINING WALL SYSTEMS' OR EOIAL. 'KEYSTONE COMAC TRI•PLARE W/ LAPPING UNITS. COLOR - BROWN STONE. I6, SHIMMING POOL AND SPA PER SEPARATE PERMIT. SITE PLAN ® SCALE: Ino• = r -o- SITE PLAN SCHEDULE TiDEMOM=DIAMI-CKDLVD.D a2D —20.2101 fM' DA2-485 L-MNL:.adl00�hplm.iLc=m 0 STAMP: pGFE551n.. ,fc��.G PF)_EgWI FeL � N0.5E9NA m'� b TF E•P� �YrEOF GIPD�' � I z% 040ro I wrNrW: 0801115 08101/15 S 2 ijv - T-0' pWYN: MH A19OM 911RLT: Al Wr s UL 4 - v I I I I I I I I I 1 4� 4' I 4 �------------J I p o - VAT .n I I ;S j 4 FAMILY — I8/l���y/�/p/�p— MBA HISP — — I O. Lo" * 4 DECK — I c 4.-6. 4 4 1A� a I I m 4 ------------- _ I HERS x p r ---------- 1 I OPEN TO OPEN TO OO m m P -K BELCH BELCH k 4 ® I I I ox DINING I 4 I := I I I I i l BUTLERS I I I I L. --------- W-314 b' -b' 4 4'-4' we j I -- -- ---- PAI(IRY 4 a eRz I I I I `y� ® SITTING i ( ylic BA4 � BR4 p o I FOYER II I I LIVING p 4 HALL II ' Q —..... OPeB m — I BR3 4 II I �' Y II 14' Z Z4' 1 31' GUEsr Wic I LAU ENTRY i STUDY p v 4 I 4 JYI '— c I —i_urw_ rN� 0DPVR k I I PORCH I � I2ND FLOOR PLAN AREA: ]SIO BF ®SCALE 9/16'.1'-0' I 1ST FLOOR PLAN AREA: 2,545 SF e SCALE 9nb'+r-0' xmaa aim.naan, an m. ar..md uk. �rc 4aebn+M1a�1 �+rI1r.Mb lan+. mpavlel+ tar.11 dlm.vlov an0 re ancon. en m.�ae. m.rr.p.na.+ar Wem arnW++n.n e. e.awm m .ttmtlon o! lira tlmlpnvr prior b eapinnln♦ .ark. STAMP: dox xo: AM PW—:05/005 05101/15 eC" 3116' • r -a MH A195fi 9xCC : A2 or Siem 4� I 4 I .n I I ;S 4 FAMILY 4 ------------- _ I r ---------- 1 -K 4 � NOOK DINING I LOGGIA I := I I I I i l BUTLERS I I I I L. --------- W-314 b' -b' 4 4'-4' I -- -- ---- PAI(IRY a o .o I I `y� ® KITCHEN II II o I FOYER II I I LIVING p 4 HALL II ' — 4 II �' GUEsr Wic I LAU ENTRY i STUDY v 4 4 JYI '— c —i_urw_ rN� 0DPVR k PORCH o® ____J - 4 Y I2ND FLOOR PLAN AREA: ]SIO BF ®SCALE 9/16'.1'-0' I 1ST FLOOR PLAN AREA: 2,545 SF e SCALE 9nb'+r-0' xmaa aim.naan, an m. ar..md uk. �rc 4aebn+M1a�1 �+rI1r.Mb lan+. mpavlel+ tar.11 dlm.vlov an0 re ancon. en m.�ae. m.rr.p.na.+ar Wem arnW++n.n e. e.awm m .ttmtlon o! lira tlmlpnvr prior b eapinnln♦ .ark. STAMP: dox xo: AM PW—:05/005 05101/15 eC" 3116' • r -a MH A195fi 9xCC : A2 or Siem STAMP: !00 H0: A195 P IHTCO: /T05/0415 OATL 05015 1/4'- T -W OWYN: MH A195EL01 SNEEi: A44 OP SNiEEfl ELEVATION NOTES L EXTERIOR PLASTER: STUCCO TO BE LIGHT DASH TEXTURE NON.) OVER 150 FELT, PAPER BALKED METAL LATH. THAT WILL MEET THE REQUIREMENTS FOR SHEAR WEN APPLICABLE. 12 A 9 20 7 11 II I T3 q 4 20 II 19 T 21 MIN. 7/6' THICK PORTLAND CEMENT PLASTER IN THREE COATS (INCLUDING SCRATCH, BROWN. AND FINISH OR COLOR) OVER MIN. ONE LAYER OF TYPE T' GRADE D' WATERPROOFED BUILDING PAPER, W SELF-FURRiN6 GALVANIZED WIRE LATH, WERE PLACED OVER NOW BASE SHEATHING, A SECOND LAYER OF TYPE T' GRADE V' PAFER STALL BE ADDED DIRECTLY OVER THE" HE FIRST. TOP OF ROOF 12 PROVIDE MIN. 26 GALISE GALVANIZED WEEP SCREED W DRIP I PLASTER GROUND AT LEAST PA N6 FCONtROL JOINTELLSiHALL BE RACED AND AT TOPSFLATSLINEE GRACE FLOWER STORY, AND EACH IW 5F. OF PLASTERED SURFACE AREA. QS /j DD DQ 0 POLYPROPYLENE FIBERS MAY EE ADDED TO TI$ SCRATCH 1 BROWN COATS MI%E5, TO REDUCE SHRIMCAGE LRACKINYS, ANO Tiff FINISH COAT MAY CONTAIN ACRYLIC MATERIALS FOR STABILITY AND W W101UTY. 2. GALVANIZED IRON WEEP SCREED. Z -BAR FLASHING I COUNTER FLAEHIN6 H CROCKING AT INTERSECTIONOF ROOF t0 WALL. 3. `SIMPSON' ROY$ BRACING AS REQUIRED, ICL -ESR -2608. 4. CHIWSY SHALL BE 24' HIGHER THAN ANY ROOF WITHIN 10 FEET. PROVIDE 26 GA. 61. SAM I FLASHING AT CEIIMNEYREOOF CONNECTION. PROVIDE AN APPROVED SPARK ARRESTOR AND APPLIED STA:LO GAP. ROOF ________--_ _ --__ c Q — --_ — — — __— �.��..,, ����.�� v... 1) <--___— — — — — — — — — — — S. VERIFY W OWNER ALL DOORS. WINDOWS, FINISHES. ETC. PRIOR TO PURCHASE AND/OR INSTALLATION. b. FASCIA BARGE. LUMBER SHALL BE 2X KILN -PRIED DOUGLAS FIR W IXb TRIM UNDER GALVANIZED EDGE FLASHING. PRIME t PAINT. / ' 7. EXTERIOR ALL EXPOSED METALS OTHER THAN ALLMIN,M, TO RECEIVE TWO COATS OF ENAMEL PAINT COAT OVER ONE COAT OF PRIMER. ALL EXPOSED CONCRETE TO RECEIVE TWO COATS OF ACRYLIC, VINYL EXTERIOR FLAT. iv m S O EXPOSEDHOOP TO RECEIVE TWO COATS SMIP COLOR EXPOSED SURFACE SHALL HAVE STAIN. WEATHERTHER RESISTI ALL WVESARRIER TO PROTECT THE INTERIOR WALL COVERING AHD THAT EXTERIOR OPENINGS SHALL BEFLASIED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF PER CEL SEL. 1402. ELECTROLYSIS PROTECTION SHALL BE PROVIDED BETWEEN ALL DISSIMILAR METALS WHEREVER THE TWO ARE IN CONTACT. 2FO — — _ _ _ _ — — — _ — — _ — _� — _ _ — _ — — — — — — — — — — — — — — — _ _ _ — — — _ _ — — _ _ 8. THE NET FREE AREA OF THE ET OF ARRESTER SHALL NOT BE LESS THAN FOUR TIMES THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY. b ...... ..._ m z,GT, m 11) q. FACTORY WILT LHIHHEYS SHALL TERMINATE IN A LISTED FACTORY BUILT CHIMES GAP. tO OTHER ENCLOSING / "`=IN=TE FEATURE OR SHROUD IS PERMITTED WITHOUT MANFALTLRER5 APPROVAL EXTERIOR FINISH SCHEDULE �'I�-�� ��a �a '��jjr � °' /,� L EXTERIOR RASTER-,/B'STUCCO 15T FL. --.......---_-__.. ----.�a _. - o ---. _'f�-�a a� oo _ _"��� _ — - � a� -- - — ----- _.- --- --__---__. _ 'OFE6A 433 PRAIRIE BOB, BASE 2- OR EQUAL, NIGHT DASH FINISH ;q FINISHED GRADE 2. FURRED WAINSCOT AND COLUMN BASE -1/6' STUCCO 1 14 II Ib 2 9 I6 q II 10 14 I 5 <3> I2 I 4 13 8 15 I8 'OHff'6A 452 MILKY QUARTZ BASE 10' OR EQUAL, SMOOTH COAT FINISH B. CLASS'A' FIRE -SAFE CONCRETE ROOF TILE - ICC E5R-IgOO FRONT ELEVATION (WEST)SCALE I/4'•I'-0' TEAaE ROOFING - SHC15111 FLE5TA DEL SOL BLEED' OR EQUAL 4. VINYL WINDOW LASING W CLEAR GLASS - DARK BROWN FINISH AT EXTERIOR SIDE 5. ENTRY DOOR W WOOD STAINED FINISH-'MAHO6ANY CARAMEL' OR EQUAL 21 I 1 iq 4 18 12 4 3 q 12 10 12 Iq 4 I b. SIDE DOOR - PAINTED 'BEN,VNIN MOORE' HC -13 PLYMOUTH BROWN TOP OF ROOF 1. 2X WOOD FASCIA - PAINTED'BEN.IAMN MOORE' HC -13 PLYMOUTH BROWN 8. 4' % 10' DECO FOAM TRIM W S1UCC0 -MILKY QUARTZ SMOOCH COAT FINISH 12 Q 5 DdDod q. 4- X B' DECO FOAM TRIM STUCCO, W X W COWNILE5 AT ROOF EAVE - IO. 4' X b' DECO FOAM TRIM W STUCCO - MILKY QUARTZ SMOOTH COAT FINISH ROOF— $ — — — — — — Ii. 2' % 6' FLAT FOAM TRIM W 571CC0 -MILKY QUARTZ SMOOTH COAT FINIBH 12. 15' X 5' FLAT FOAM TRIM W STUCCO - MILKY QUARTZ SMOOTH COAT FINISH m m o 13. 25` X 4' DECO FOAM TRIM W 570000 - MILKY QUARTZ 5440TH COAT FINISH ry iE O 14. 2' % 3' DECO FOAM TRIM W STUCCO -MILKY QUARTZ SMOOTH COAT FINISH m 9 2ND R. 15. B' X O' SHAPED FOAM CORBEL W STUCCO -MILKY QUARTZ SMOOTH COAs FINISH IS, SECTIONAL METAL PANEL GARAGE DOOR - SEMI.61.055 PAINT 146-73 PLYMOUTH EROYW 'AHPRR QIA:fiiGA 1000 GARAGE DOORS - NORTHAMPTON W THAMES TOP' OR EQUAL Q \\ Fil IT, STANDARD FRENCH DOOR OF PAINT GRADE - 1N.-13 PLYMOUTH CROW' OR EQUAL / IST FL. — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — IS, DECORATIVE WROUGHT IRON GUARDRAIL 0 «12' AFF. - PAINTED FINISHED GRADE 'BEN. MIN MOORE EXTERIOR 1`14.24 TUDOR BRO'rN' OR EQUAL I 10 I1 q Il I 4 10 12 10 4 I ID 9 4 12 Iq. 4' % 0' % Ib' DECORATIVE CHU BLOCK SET IN GROUT -'ANGELUS. BLOCK - VISTA' 20. EXTERIOR LIGHTING FIXTURE - COLOR AND SME PER OWER REAR ELEVATION (EAST) SCALE U4'ar-W 21. OHIMNEY LAP - PAINTED HC -13 PLYMOUTHBROW STAMP: !00 H0: A195 P IHTCO: /T05/0415 OATL 05015 1/4'- T -W OWYN: MH A195EL01 SNEEi: A44 OP SNiEEfl ELEVATION NOTES L EXTERIOR PLASTER, STUCCO TO BE LIGHT DASH TEXTURE (VON) OVER 151 FELT, PAPER BALKED METAL LATH. THAT HILL MEET THE REWIRDENT5 FOR SHEAR WHEN APPLICABLE. 9 j RI 4 9 12 10 3 4 21 12 l Pi I$ 3 1 1 MIN, 1/6' THICK PORTLAND CEMENT RASTER IN THREE COATS (INCLUDING SCRATCH, BROWN, AND FINISH OR COLON OVER MN. ONE LAYER OF TYPE T GRADE D' WATERPROOFED BUILDING PAPER W SELF -FURRING GALVANIZED HIRE LATH. WERE PLACED OVER WOOD BASE SHEATHIHS, A SECOND LAYER OF TYPE '1' GRAVE D' PAPER SHALL BE ADDED DIRECTLY OVER THE FIRST, TOP OF ROOF PROVIDE MIN. 26 GAUGE GALVANIZED WEEP SCREED W DRIP 1 RASTER GROUND AT LEAST PAVING. OH FON CONTRROL JOINTS SHALL BE INE AND adP AT TOPFLATS LINEE G�ELOOPEOR R STTOORY, AND EACH 100 5P. OF PLASTERED SURFACE AREA. 12 �5 D Qa POLYPROPYLENE FIBERSORALMAY ADDED TO THE NGBEA/D THE FINISH LOATRAMAY CONTAIWN ALR GMIXES, MATERIALS FOR STAB Ll AND DURABILITY. 2. GALVANIZED IRON WEEP (.GREED, INTERSECTION OF ROOF TO WAIL. Z•BAR PLASHING / COUNTER FLASHING WITH CAULKING AT 3.-SIM'5ON' RCWB BRACING A5 RECUIREO, ICGESR-2bO6, 4. CHIMNEY SHALL BE 24' HIGHER THAN ANY ROOF HITHIN 10 FEET. PROVIDE 26 GA. 61. SADDLE 1 FLASHING AT CHIMHEYA20OF CONNECTION. PROVIDE AN APPROVED SPARK ARRESTOR AND APPLIED STUCCO CAP. 5. VERIFY W OWNER ALL DOORS, WINDOWS, FINISHES, ETC. PRIOR TO PURCHASE AND/OR INSTALLATION. ROOF – – – – – – – – – – – – – _ _ _ – – – – b. PLUMBER SHAG LL BE 2X KILN CRIED DOUGLAS FIR W IX6 TRIM UNDER GALVANIZED EDGE fLA5HIN5. PRIWE t PAINT. m 1. EXTERIOR PNISN, ALL EXPOSED METALS OTHER THAN ALi.MIN.M, TO RECEIVE TWO CAMS OF ENAMEL PAINT OVER ONE COAT OF PRIMER LCOATS OF ACRYLIC,STWO NYL EXTERIOR FLAT. DRETERECEIIVEETWO N 2 " 9 F T ALCOW EEXPOOSEO WOOD TO COATS OF SOLID COLOR TAIN ALL WEATHER EXPOSED SURFACE SHALL HAVE A WEATHER RESISTVESARRIER TO PROTECT THE INTERIOR HALL COWMNS AND THAT EXTERIOR OPENING$ SHALL BEFLABED IN SUCHis A MAKER AS TO MAKE THEN AND PER . 2ND R. _ _ – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – _ _ – – – – – – _ – _ _ _ _ – – _ _ – – – – ELECTROLYSIS FROTW110N SHALL BE PROVIDED BETWEEN ALL PIS51KLAR METALS WHEREVER THE TWO ARE IN fO11TPOT. B. THE NET FREE AREA CP THE SPARK ARRESTER SHALL NOT BE LESS THAN TUR TIMES THE NET FREE AREA OF TIE OUTLET OF 17E CNIMEY. m m m m EM 9. FACTORY BUILT CHIMNEYS SHALL TERMINATE IN A LISTED FACTORY BUILT CHIMNEY CAP. NO OTHER ENCLOSING / RROEDRPRC HITCTRA. FEATURE OR SHROUD IS PERMITTEDWTHOUT MANUFACTURERS APPROVAL EXTERIOR FNISH SCHEDULEq 1. EXTERIOR PLASTER -1/5' STUCCO T a —15T-R. OT4rG'A q At; CIGITtDASH'FMISH &3 FINISHED GRADE..... /6'4 2, FURRED WAINSCOT AND COLUMN BASE -1111- <3> 10 <3> <8> 10 4 I 9 Il 10 17 9 10 9 'OWEGA 432 MILKY OVARTZ BASE 10' OR EQUAL, SMOOTH COAT FINISH S. CLAY 'A' FIRE -SAFE CONCRETE ROOF TILE - ICC ESR -1900 SOUTH ELEVATION'EAGLE SCALE I/4'•I'-0' ROOFING - 5141406711 PX -STA DEL 50L BLEND' OR EQUAL 4, VINYL WINDOW GAGING W CLEAR BLASE, - DARK BROWN FIN15H AT EXTERIOR SIDE 5. ENTRY DOOR W HOOD STAINED FINISH - 'MA O&ANY CARAMEL' OR EQUAL 4 I 12 10 7 3 4 IO 12 3 12 12 12 4 I 9 l 3 6. SIDE DOOR - PAINTED 'BENJAMIN MOORE' HS -13 PLYMGUTN BROWN TOP OF ROOF 1• 2X WOOD FASCIA - PAINTED "BENJAMIN MOORE' W-13 PLYM02TH DR" 8. 4' X IO' DECO FOAM TRIM W SIUCYO -MILKY QUARTZ SMOOTH GOAT FINISH 2 'QS 4. 4' x B' DECO FOAM TRIM W STUCCO, 6' % b' CORNICES AT ROOF EAVE - 10. 4' X 6' DECO FOAM TRIM W 57WZO - MILKY d UARTZ SMOOTH COAT FINER ROOF 11. 2' X 6' FLAT FOAM TRIM W STUCCO • MILKY OVARTZ SMOOTH COAT FIN15H 12. 15' X 5' FLAT FOAM TRIM W STUCCO _ MILKY QUARTZ SMOOTH COAT FINISH m m o 13. 25'X 4' DECO FOAM TRIM W 570000 - MILKY QUARTZ SMOOTH COAT FIN15H 14. 2' % 3' DECO FOAM TRIM W STUCCO -MILKY GVARTZ SMOOTH COAT FINISH m j 2ND R. 15. 8' X 10' SHAPED FOAM CORBEL W 5111000 -MILKY 011ARTZ SI400TF1 COAT FINISH 4 I Eo Ib. SECTIONA(. tETAL PANEL GARAGE DOOR -SEMI-GLOSS PAINT HC -73 PLYNOUTI FROWN 'AMARR CLA5510A 1000 GARAGE DOORS - NORTHAMPTON W THAMES TOP' OR EO UAL T. STANDARD FRENCH DOOR OF PAINT GRADE -'146.73 PLYMOUTH BROWN' OR EOUAL D IST R. _ _ _ – _ _ _ – – _ _ – – – – – _ – – – – – – – – – – – – – – – – – IS. DECORATIVE WRGUaHT IRON GUARDRAIL 0 M2' AFF. - PAINTED eG FINISHED GRADE 'BENJAMIN MOORE EXTERIOR PM -24 TUDOR BROWN' OR EQUAL 14. 4'X &'X 16' DECORATIVE CMU BLOCK SET IN GROUT -'ANGELUS BLOCK - VISTA' 9 4 12 12 4 1 4 12 12 4 ) 12 6 20 12 9 4 2 20. EXTERIOR L16HTIHS FIXTURE - COLOR AND STYLE PER OWNER NORTH ELEVATION21. SCALE I/4'•i'-0' CHIMNEY CAP - PAINTED BROWN -13 PLYMOUTH BROWN AVANT GARDE DESIGN INTERNATIONAL -/-I- cd 2004010 �0�'l PIARK LG YIlM2p TCI: Bb1&T.3RBR rlUL BA20.TS180 c -Sun •Aalw�noRm.n<om 9 -- STAMP: POFPssrgy * `?STHUCNP� `T' SOF CBU� t N — - A195 BATE PN05IV4FM— Dl- 05/01115 114' - T -V BRAvx: MH Flk: A195H02 911EET: A4-2 or SHEETO CONTOUR LENGTH 1098 3097 3096 ims 3893 3'H So S72'57' -30.0( Or- o Cd l� I �I U? _ I �S72'S7. 30.00 a 0 W 1 v EX. TWO STOREY HOUSE Ir AVERAGE SLOPE: AREA (A): 50,666.18 SF OR 1.163 ACRES CONTOUR INTERVAL (1): 1 FOOT SUMMATION OF LENGTH OF ALL CONTOURS (L): 14,242.04 FEET AVERAGE SLOPE: 0.0022961L/A 0.002296 . 1 - 14,242.04 / 1.163 = 28.12% LEGEND: (527.63) EXISTING ELEVATION 520.00 ............ PROPOSED ELEVATION -(530)- ..... .....EXISTING COUNTOUR .—.� .....DRAINAGE PATTERN ---.....EXISTING STRUCTURE ---@--.....CENTER LINE ----•-- ..... PROPERTY LINE 6'H Ir— / -- 298.40 l WF r 66-47'52" E - I IF N 4.5'H RW CH CBW fi'H CBW / l if, DIT DIR IT 01 �. DIRT DIRT IR�'�� /� ( / % i , —_ DIRT 1 1 , jWF DIRT J ' DIRT / DIRT / —'---3'H WF -H IF - 328.20' S'H IF --- < N -68 56' 37 E 5•H IF (WS'H IF APPROVED BY: VICINITY MAP NTS 110 1 1 MN: 8713-0{i-OtB DAVID G. LIU #44053 CITY ENGINEER DATE APPLICANT: MICHAEL HSIAO PREPARED 8Y: 24074 FALCONS NEW OflIVE.1VE. DIAMOND BAR, CA ppefesnr YF CAL LAND ENGINEERING, INC. SITE ADDRESS: 24074 FALCONS HEW DRIVE, 576 E. LAMBERT RD.. BREA. CA 92821 DIAMOND BAR, CA - TEL (734) 671-1050 SLOPE ANALYSIS '\F+a a FAX: (714) 671-1090 IN THE CITY OF DIAMOND BAR ilAll R/.MI Br cn�aco Br scut .w, Iu `�, � an - -B JACK LEE, RCE 40870 DATE o �I �il nl 5--------------- Cu"'NCEPTUAL GRADING PLAN F y 1 1 PROPOSED HOUSE 4' HIGH MAX RETAINING WALLS (TYP) CONSTRUCTION NOTES: EARTHWORK QUANTITIES: t v Q CONSTRUCT RETAINING WDLL CUT: ICY 0 INSTALL AREA DRAIN FILL: 0,000 CY -A Q3 INSTALL GRAIN PIPE IMPORT: %0E. CY SECTION A o ® CONSTRUCT RIPRAP N75 EXISONC GRADE""" Q5 CONSTRUCT PAVEMENT © CONSTRUCT DRIVEWAY APPROACH f + Q INSTALL TRENCH GRAIN I 1 � i rY f ?iI'GEY tiGJ>'- r � sY VICINITY MAP 1 TYP TITS LEGEND: 1527.63) EXISTING ELEVATION i ! ! 520.00 ............ PROPOSED ELEVATION -530 EXISTING COUNTOUR oa_:....DRAINAGE PATTERN ....EXISTING STRUCTURE ��) I (I',;.r6. - I•', 7lr i.•: ',.I lin :"+" : / yq-Y' , 1 I �^ ...!-----=-j -- -1 ,,..---- , Ilo �Ei. rS�, 1 _--{--.....CENTERLINE (1.....PROPERTY LINE . Q.....CONSTRUCTION NOTES .....FIBER ROLL _ - 1 i (nii I. ..-._ ,298'i --�, -- r- i FG.............FINISH GRADE s'll ,r i E' ! r ' / 6F: i i I �'cL�6 ;5) i FS.............FINISH SURFACE .5+. N fi64/'52--i'-'>! FF.............FLOOR FINISH I =�� PJ,-I.�i)' (AI,.�i��,; {,syni/;/; / /; //•// w s� '1 _=.J �I'rRfq.°lI r ri. 7 W.............TOP OF WALL I � ; _ _.� ,. H -. � ',+3.) ( I ,n.S'_� • / ' / � ; % r!- ��/ , / / `(i t �. i , , ' r 1 %USEIfAR i I r:' N o'- / % 1153 3 TW 149 3 i? !3) .I --�� ftiGJ' (r j]1G FGt FSi1583 .:3?. , l�tw 16060 / �� 00 �'"'- ^ lY`� � '-, TWI N a I �� � � I /t �/ r �• I ,� � � � 1 I i / I' li f� f! I I - z D,�,'') ° caaacE D' j.16Di! �1 do.o9' W )�) FP= 1158.s0 ''°) �1 / / / zx, _' 1!Ir, PAO=1157.53 I ;ire. ' I� -- - •! / LD `iq!IRT'l / cn q ( I I I �;- / /.` (z�!7 ,v�/!, .'b /ir+�3• / 1 I I t 'rin;l7+r r t i i' I'r,97' I Ib ) -;w ml I / FSIISB 6D //, /i •/ -��, / / ir' !y, I ( i', i I l� ! i I. I ll,ll i_t_i I J I 1 � l I I � •�/ ! J�/ 1 rl 1 I f I I ( A HOUSE L..,�-�� a 1 IPORCH II FF 11 159.00 I _ PAO=1 50.33 " 1:1 Ill I I I I 1 I. o•' i � � u' -G=,=== :; , 2 ,. .., a/�•I''� L,.1 I LQ .'I! � ,(,5� ;.�; ; , l ;; %' � � f � II �� � /;� IL 31 K I� � / �'• :I: i.l:(�dd 1f.i. ,El\, 11': .:) / / / 1 ! I i ' Ifl I ,n( I I � --_-- � � i /� '/ 'I z7 I i I III I r'I. ^,T.• � ! / ° ''m (n;r,. E1 � tt -, n ,'tN .i. ,'� ' .j� r'� , J' , •`•`, c+� �6 l /l / � / ' Ir i � � r` r '�, 11 - ro i' i r nse v,l /-)�� �n 15 f,li /4 B i• y, e• t 'J• 0 .* y '/ / / / / N / I^;.% /• 572'57'44'W 30.0 � VF.TERI LI'd `_ �.�ia� 5 �i: �`; / z A° :�, CO �sZQ FS1f5. ult"T / '; L7L�: J,)' I A / W JHm0�0' 2% ( I�G-i3) _ H®D:O.T14J14300 /. ' No4. 1 76) �I- �..,- __ _.I [/i / /•7 ! / / I1'965 (D/ 11 yl I' ! j �-T141f2505, T�TIS, i t •;) I � i r l i' I:. I 1 ( ___ 1 l c. f',1 (-_ -.J_- �,i • , 1 /. ,.35/ r .TWIT o i5 !r 1 • I i lI — I Imo- ,RE5m,I ED U6 AREA (1 5.?!J! H=0.0 ' - _ Y l 1'125;-;,' ., .._�-t _-._---' I i l 11 i N °B 328.20' 1LOT 2. NFSCAIPN. ✓ " • ' ' f t ie. ,li r EOUNIY 0 LIS. ELES57STAN` E1E EMJ THK AS t'. IUxIUI -'IT 572 $7 44'W 30 0 /' / •.IF YLL I -7'' P)' - . I flECOFO W BOOK NOB PILES 34 TO 20 OF YMS, W THE c_,) ( i A / OFFIEE OF EWN1Y PECOPDEO OF SNO CWNtt Ni0 MAi POROWI OF LIN I W pILGt 'e OF —1 N0. 8816. Iti �`"i , THE OR OF EL MON(E COUNTY OF LOS r'N4T3F5. StAx Or �` t / 'J 1 APPROVED DY:. ML111ESOPER COIEIItll PECOPDEDt DG 0 It 01 . NT.' MICHAEL HSIAO DANO G. LIU y44051 CITY ENGINEER DANE 24074CFALCONS NEW DRIVE. DIAMOND BAA, CA GRADING ONLY PREPARED BY: I pMF6CAL LAND ENGINEERING, INC. ADDRESS' 407 NS NEW DRIVE, - _ / , -�•�� 576 E. LAMBERT RD., DIAMOND BAR. CA BRE', CA 92021 SITE TEL' '(7;4) 671-1050 CONCEPTUAL GRADING FAX: (7 4) fi71-1090 / IN THE CITY OF DIAMOND BAR I Bi FEET)I i cHEw[u SCILE ..,aP' sxl 10 1L �O � .,! i'�LO' I .--�� -" - JACK LEE, RCE 40870 DANE 4_�a_nn:a R[MSEO: ,roe Ha._ C� CHITALPA 0 I CERCIDIUM X 'OESERT MUSEUM' ' , BOX DESERT MUSEUM PALO VERDE (L)(T) 0 03 I X CHITALPA TASNKENTENSIS 24' BO%HI CTALPA (lj(T) 0 i6 I ARTUS UNEDO 'COMPACTA' 15 GAL UWARBUF STRAWBERRY THEE (L)(, ) PALO VERDE TREE `I.IT-RAIL CGIINTRY FENCE TO IN R.T. WALL BY OT14ER E fAL0RE0 GONG. DRIVEWAY CONC. BAND U. FENCE YUSELF-LATCHING &N. CW WALL TO REMAIN TREE PE06E TO SCREEN W CONC. WALKWAY I / % ..... 0 0/ 17 / I ` _ annnnn oo .... .......... 0. low iTlGC.O WALL K4LP-LATCHIN6nn :TY 6ATE ) I DN SLOPE TO REMAIN � %, 1 L------.-- ��RY xIXISE SHRUBS S95 -AL F AGAVE0%TAILA A ATNVE l UATA GTE5 TCOSA - 15 PHLOMIS FRUNTIL) O 5S OAL SNT LL D DRAINAGE SYSTEM 18 (SALVIA _U5 -A'SANTA BARBARA' •;•.;•; •;• .) R -_.-__----' W I. FENCE CLOSE POOL T1. 2GUARDRAIL. TTP.PROP CHONOROPETAIUM TECTORUM •' 8.' .'1O3 j 58 TEUCRIUM CHAMAEDRYS O 5 GAL I WALL GERMANDER (L)(P) 586 TOTAL 1Y' 70% 5 GAL. RED YUCCA (L)(S) 1 CAL /S CENTRANMUS RUBER O SIAL. JUPIIEN 5 BEARD l P 09 I PANICUM NRCATUM 'HEAVY METAL' H 5 GAL. HEAVY METAL BLUE SWITCH GRASS (L)(P) 1007 TIOSENKA' 2' ROUG�AINN'LEATIO' O :S CHIA " ALLEILLEFDUUM 'PAPRIKA' O 133 GAL. PAPRIKA COMMON YARROW (L)(S) 13 lANTOLINA VIRENS GREEN 1 GAL. GREEN LAVENDER COTTON (L)(P) O 09 SEDUM % pUMMN JOY' > Q Z5 i A" 'ANM05 'BIC PED" 1 1 CAI. REO KANGAROO PAW (l)(5) VEGETATION ON; SLOPE TO REMAIN 01 W 1t R !n R z NOT A PART Q O I I I ry I I 0 I CERCIDIUM X 'OESERT MUSEUM' ' , BOX DESERT MUSEUM PALO VERDE (L)(T) 0 03 I X CHITALPA TASNKENTENSIS 24' BO%HI CTALPA (lj(T) 0 i6 I ARTUS UNEDO 'COMPACTA' 15 GAL UWARBUF STRAWBERRY THEE (L)(, ) PALO VERDE TREE `I.IT-RAIL CGIINTRY FENCE TO IN R.T. WALL BY OT14ER E fAL0RE0 GONG. DRIVEWAY CONC. BAND U. FENCE YUSELF-LATCHING &N. CW WALL TO REMAIN TREE PE06E TO SCREEN W CONC. WALKWAY I / % ..... 0 0/ 17 / I ` _ annnnn oo .... .......... 0. low iTlGC.O WALL K4LP-LATCHIN6nn :TY 6ATE ) I DN SLOPE TO REMAIN � %, 1 L------.-- ��RY xIXISE SHRUBS S95 -AL F AGAVE0%TAILA A ATNVE l UATA GTE5 i A i 3 1 ZEVAIH NOT A PART � , 1 UNE or RESM19ED ARE /y 55 SENEOO SERPENS Vl DWARF BLUE CHAlK5TICK5 L 5 (CAL O!) 265 (GREVILLEA %'NOEWI' 5 GAL. NOEL'S GRE.LLEA (L)(S) - AT 60" OC MOUNDCOVERS 7a F. 9 5 ARCTOSTAPHY OS 'EMERALD CARPET' l E i GAL CARPET NAN7ANTA (L)(Gc) - AT 60' OG 570 SF. (LANTANA SELLOWTANA 'MONMA' I CAL WHITE TRAIUNG LANTANA (L)(Gc) - AT 60" O.C. W.U.C.O.L.5 REGION 4 PLANT FACTOR: (L) -LOW, (M)- MODERATE, (H)- RICH. (T)- TREE, (5)- SHRUB. (Gc)- GROUND COVER, (P)- PERENNIAL. (V)- NNE THE LANDSCAPE PLAN HAS COMPLIED __ME CRITERIA OF ME WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED MEM FOR ME EFFICIENT USE OF WATER IN ME LANDSCAPE DESIGN PLAN, LOTCOVERAGESUMMARY, TOTAL LANDSCAPED AREA: 1188165F. 769 SF. OF HIGH WATER USE ON POOLAND SPA (6.7%) 11.0F3 SF. OF LOW WATER USE PLANTS 193x%) HARDSCAPE IN FRONT SETBACK: 1,774.8 SF. D935Y.) PLANT MATERIAL TCOSA - 15 PHLOMIS FRUNTIL) O 5S OAL SNT LL D DRAINAGE SYSTEM 18 (SALVIA _U5 -A'SANTA BARBARA' O SIAL. SANTA BARBARA MEXICAN BUSH SAGE (L)(5) -_.-__----' W I. FENCE CLOSE POOL T1. 2GUARDRAIL. TTP.PROP CHONOROPETAIUM TECTORUM A32 AL SMALL CAPE RUSH LATP)- j 58 TEUCRIUM CHAMAEDRYS O 5 GAL I WALL GERMANDER (L)(P) 586 TOTAL O6 IHESPERALOE PARVIFLORA 70% 5 GAL. RED YUCCA (L)(S) 1 CAL /S CENTRANMUS RUBER O SIAL. JUPIIEN 5 BEARD l P 09 I PANICUM NRCATUM 'HEAVY METAL' H 5 GAL. HEAVY METAL BLUE SWITCH GRASS (L)(P) 1007 TIOSENKA' 2' ROUG�AINN'LEATIO' O 5 GAL. ROSE) NKA BOVGRINNLLEA It )(5) CHIA " ALLEILLEFDUUM 'PAPRIKA' O 133 GAL. PAPRIKA COMMON YARROW (L)(S) 13 lANTOLINA VIRENS GREEN 1 GAL. GREEN LAVENDER COTTON (L)(P) O 09 SEDUM % pUMMN JOY' 1 CAL AUTUMN JOY STONECROP (L)(P) Q Z5 i A" 'ANM05 'BIC PED" 1 1 CAI. REO KANGAROO PAW (l)(5) i A i 3 1 ZEVAIH NOT A PART � , 1 UNE or RESM19ED ARE /y 55 SENEOO SERPENS Vl DWARF BLUE CHAlK5TICK5 L 5 (CAL O!) 265 (GREVILLEA %'NOEWI' 5 GAL. NOEL'S GRE.LLEA (L)(S) - AT 60" OC MOUNDCOVERS 7a F. 9 5 ARCTOSTAPHY OS 'EMERALD CARPET' l E i GAL CARPET NAN7ANTA (L)(Gc) - AT 60' OG 570 SF. (LANTANA SELLOWTANA 'MONMA' I CAL WHITE TRAIUNG LANTANA (L)(Gc) - AT 60" O.C. W.U.C.O.L.5 REGION 4 PLANT FACTOR: (L) -LOW, (M)- MODERATE, (H)- RICH. (T)- TREE, (5)- SHRUB. (Gc)- GROUND COVER, (P)- PERENNIAL. (V)- NNE THE LANDSCAPE PLAN HAS COMPLIED __ME CRITERIA OF ME WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED MEM FOR ME EFFICIENT USE OF WATER IN ME LANDSCAPE DESIGN PLAN, LOTCOVERAGESUMMARY, TOTAL LANDSCAPED AREA: 1188165F. 769 SF. OF HIGH WATER USE ON POOLAND SPA (6.7%) 11.0F3 SF. OF LOW WATER USE PLANTS 193x%) HARDSCAPE IN FRONT SETBACK: 1,774.8 SF. D935Y.) PLANT MATERIAL REWIRED PERCENTAGE OF MIX PROVIDED PERCENTAGE OF MIX TREES D DRAINAGE SYSTEM 22 TOTAL % 20% -_.-__----' W I. FENCE CLOSE POOL T1. 2GUARDRAIL. TTP.PROP 4- 89X BEI6E C0L0REDyGi11Cn NRI,BRE T.T7795 AS 41OY6R j 3 't SHRUBS -`� 811. S16RLB TO SG:EEN R.T. WALL 586 TOTAL 5 CAL. 70% t. WALL BY CIVIL ' 1 CAL 30% 23% GROUNDCOVER NOT A PART COVERAGE WITHIN 2 YEARS 100% 1007 ao �' NOT A PARI 1 1 1 VEGETATION ON; SLOPE TO REMAIN 01 NOT A PART i A i 3 1 ZEVAIH NOT A PART � , 1 UNE or RESM19ED ARE /y 55 SENEOO SERPENS Vl DWARF BLUE CHAlK5TICK5 L 5 (CAL O!) 265 (GREVILLEA %'NOEWI' 5 GAL. NOEL'S GRE.LLEA (L)(S) - AT 60" OC MOUNDCOVERS 7a F. 9 5 ARCTOSTAPHY OS 'EMERALD CARPET' l E i GAL CARPET NAN7ANTA (L)(Gc) - AT 60' OG 570 SF. (LANTANA SELLOWTANA 'MONMA' I CAL WHITE TRAIUNG LANTANA (L)(Gc) - AT 60" O.C. W.U.C.O.L.5 REGION 4 PLANT FACTOR: (L) -LOW, (M)- MODERATE, (H)- RICH. (T)- TREE, (5)- SHRUB. (Gc)- GROUND COVER, (P)- PERENNIAL. (V)- NNE THE LANDSCAPE PLAN HAS COMPLIED __ME CRITERIA OF ME WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED MEM FOR ME EFFICIENT USE OF WATER IN ME LANDSCAPE DESIGN PLAN, LOTCOVERAGESUMMARY, TOTAL LANDSCAPED AREA: 1188165F. 769 SF. OF HIGH WATER USE ON POOLAND SPA (6.7%) 11.0F3 SF. OF LOW WATER USE PLANTS 193x%) HARDSCAPE IN FRONT SETBACK: 1,774.8 SF. D935Y.) PLANT MATERIAL REWIRED PERCENTAGE OF MIX PROVIDED PERCENTAGE OF MIX TREES 22 TOTAL 36' BOX 20% 13.6% 27.ZS 13.67 4- 89X 15 GAL. 00% 72.7% SHRUBS 586 TOTAL 5 CAL. 70% 77% 1 CAL 30% 23% GROUNDCOVER COVERAGE WITHIN 2 YEARS 100% 1007 PLANTING NOTES 1. PLANTS SHALL BE OF NOA GRADE CONFORMING TO CA. STANDARD GRADING CODE OF NURSERY STOCKS. AVERAGE FOR THE CONTAINER SIZE. HEALTHY. VIGOROUS AND FREE FROM INSECT INFESTATION AND DISEASES. 2. WORK PROCEDURES APPLYING TO ALL PLANTING AREAS PRIOR TO PLANT MATERIAL INSTALLATION- (1) ALL DEBRIS, RUBBISH. WEEDS, ROCKS, ETC.. SHALL BE CLEARED FROM SITE PRIOR TO PLANT INSTALLATION. (2) FINISH GRADE ARE FREE OF WATER POCKETS. AND GRADE TO ONE INCH FROM TOP OF CURBS OR PANNG: CONTRACTOR TO VERIFY ALL IMAGING WORK YAM GRADING PLAN, 3. GROUND COVER INDICATED AREA SHALL BE CONTINUOUS UNDER SHRUBS. 4. PLANTING AREAS WHICH HAVE NO GROUND COVER SHALL RECEIVE 3" MIN. FINE REDWOOD BARK AS A GROUND COVER. S. TOPSOIL. IF REQUIRED. SHALL CONSIST OF SANDY -LOAM TEXTURE FERTILE SOIL WITH A Ph RANGE OF 6.5 - 7.5 AND AN E.C.E. VALUE THAT DOES NOT EXCEED 3.0, TOP SOIL SUPPLIER: CAL BLEND SOIL INC. TEL•1.800.425.3631 6. SOIL PREPARATION- PRIM TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN SOIL TEST FOLLOWING ROUGH GRADING TO DETERMINE PROPER SOIL AMENDMENTS. THE FOLLOWING AMENDMENTS ARE FOR BIDDING PURPOSES ONLY. AMENDMENTS RECOMMENCEO BY SOIL ANALYSIS REPORT SHALL BE USED, 7. PLANT PITS SHALL BE TWICE AS WOE AND DEEP AS ME PLANT ROOT BALL. NATIVE 5011 UNOFR ROOT ONLY ROOT BALL SIDES TO BE BACKFILLED AND COMPACTED TO 807• WITH 1007 EXCAVATED NATIVE SITE SOIL. UNLESS OMER"" NOTED, PRONDE GRO-POWER PLANT TABLETS AT THE FOLLOWING RATES: 1 CAL -2. 5 GAL -5. 15 GAL -10, 24' BOK AND UP- 14. B. CONTRACTOR TO INSTALL AND MAINTAIN PLANTING IN ACCORDANCE NTH THE GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS. i IMMEDIATELY R A P ANT 1 PAN AND SHA BE CONTINUED 9. MAINTENANCE OPERATIONS SHALL BEANER14TIME EACH l 5 PLANTED LL SATISFACTORILY FOR A PERIOD OF 90 DAYS AFTER THE TIME OF ALL ITEMS OF ME WORK HAVE BEEN COMPLETED TO THE T T OF THE AND LANDSCAPE ARCH. 10. A AR THE ENO OF THEE MA MAINTENANCE PERIOD. THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. TECT, IF THE AREA IS NOT MAINTAINER TOTI THE WILL CONTINUE T ME LANDSCAPE ARCHITECT, OWNER AND ME GOVERNING AGENCY, THE MAINTENANCE OPERATION YELL CONTINUE AT NO COST TO TIE OWNER UNTIL ALL ITEMS NEEDING ATTENTION REACH FOR RSAREAS NI TIE ABOVE LISTED PARTES. 11. MAINTENANCE FOR AREAS MINIMUM 90 DAYS INCLUDED IN CONTRACT TO BE AS FOLLOWED: (a) PROPER WATERING 2 TIMES A WEEK. (b) FERTILIZATION- REFERGUZE 30 DAYS AFTER PLANTING. (c) WEED CONTROL- RE -APPLY PRE -EMERGENT HERBICIDE AFTER 25 DAYS & CONTINUE AS NEEDED. (B) PEST COMMOI.- AS NEEDED 12. CONSTRUCTION AROUND EXISTING TREES MUST BE CAREFULLY CONTROLLED AND LIMITED TO ACCESS IN ORDER TO MAINTAIN PROPER SOIL CONDITIONS. SKILLED PRUNING OF THE TREE CANOPIES AND BRANCHES SHOULD BE DONE AT THE DIRECTION OF A CERTIFIED ARBORIST TO REMOVE ANY DEAD OR BROKEN BRANCHES. AND TO PRONDE THE NECESSARY CLEARANCE FOR THE CONSTRUCTION EQUIPMENTS. I3. SOIL AMENDMENT LISTED IN THIS NOTE IS FOR BIDDING PURPOSE ONLY, ACTUAL AMENDMENTS AND BACKFILL MIXES SHOULD CONFORM TO SOIL ANALYSIS REPORT RECOMMENDATIONS. SOIL TESTING FOR AGRICULTURAL SUITABILITY SHOULD BE DONE FOLLOWING FINAL GRADING, IRRIGATION TRENCHING AND INSTALLATION OF IRRIGATION MAINUNE AND LATERIAL LINES AND BEFORE PLANTING AND INSTALLATION OF ORIPLINE. AS ME SURFACE SOIL IN LANDSCAPE AREAS WILL BE DIFFERENT THAN PRIOR TO GRADING WORK. (i) 200 LBS CRO -POWER. (2) 4 CUBIC YARDS NITROGENIZED• MINERALIZED FIR BARK OR REDWOOD SHAVINGS (3) APPLY PRE -EMERGENT WEED KILLER (DEVRINOL-STAUFFER CHEMICAL CO) (4) ADD 8 LBS OF CRO -POWER CONTROLLED RELEASE 12-8-8 PER CUBIC YARD OF MIX (5) APPLY DAMPENED ORGANIC MULCH 3' THROUGH -OUT ALL PLANTING AREAS 9 s 6 W _ U 2 Ln ujE J � � Ll. p K & ue U- Z o 0 V1 N o DATE Rvism's '8 E E AS SHOWN "p 04-07.2016 v P1555 CP PIu4m63 0 ✓u 63 L 11 � Gn p THE AVAILABLE PRESSURE AT FARTHEST IRRIGATION HEAD IS 11,11 P51, THE SYSTEM IS DESIGNED FOR ME RECOMMENDED OPERATING PRESSURE OF 30 PSI. SEE CALCULATION BELOW. e� A,4 119 � u P.O.C.- STATIC WATER RESSURE 96 PSI PER W UT VALLEY WATER. DISTRICT CONTRACTOR TO CONNEC TO WATER METER LOCATED NEAR CURB. INSTALL 'TE FOR IRRIGATION WATER FEED; 9V' il� .V%.� LW 3 -CAA GARAGE i l � F.F.= iis650 alr .I; 1159.00 /CONTROLLER & WEATHER SENSOR e 9 ei�i Ur IT m i• KIIG+ENI NOOK FAMLY � SPA W� WO rtr HUL -- LOTAA---- ! ! LAU LJi NORSE OiNMc UIIRY PAD = IISB.33 ROGATION LEGEND ARDS DESCRIPTION 0.11 POINT OF CONNECTION O WATER METER N I- GATE VALVE N i" IT P. BACKFLOW AUTOMATIC CONTROLLER $ WIRELESS WEATHER SENSOR 7r PRECISION SOIL SENSOR U, c / WIRELESS SON. MOISTURE SENSOR I* CONTROL VALVE+Y-RLTER+0 MESH _ FILTER I.Q PRESSURE REQ 'DRIP ZONE KIT •iORq PA R25 -LF 3/!S PRESSURE REQ ((Vr AIR VACWM RELIEF VALVE TORO' T -YO -500-3! (INSTALL AT IND. 'Or.) AUTO H VALVE/CAP AP '70R0' T-FDf-H-MT(INSTAMAT LOW PONT) DRIP IN PC BROWN ORIPUNE 5/8. ON -GRADE DRIP TUBING 18' O.C. DRIP & 1.0 CPH. 18" O.C. TUBE SPACING ,,-SEATON NO ROW IN GPM U'--H19R020NE 05 P9 AFTER BAOULOW -1275 P9 i5x FINING LOSS -3.5 P9 I" 91 -UNE CONTROL VALVE -1.62 P9 221-0 1/1" SDI -40 MWlUIE -099 P9 2-3" 501-l0 PVC TOTAL PRESURE LOSS 29.86 M AMIABLE PRESSURE 0 FMINESE: 66.14 P9 fir i' ROPOSEO DRAINAGE SYSTEMI ' Ii r---`---- ---, l �`LORE � wry / ETWU = (Ela) (0.62) (Sum of all HAS X that, PFS) CAMILLE PERNG (RLA A 5840) 6262782766 PROJECTADDRESS: 24074 FALCONS VIEW DR., DIAMOND BAR, CA 91765 0.81 ASSESSOR PARCEL NUMER: 8713-041-015 ET.== Estimated PP Boo War., GaBore par Year i I t• I � _ - - WATER BUDGET CALCULATION- MAXIMUM APPLIED WATER ALLOWANCE i�- � PROPERTY LINE ZONE VALVE KITS W/BLII T -1N PR SS +R RFGIN ATOS OPERATING PRESSUE IS 150 DSII, PROJECT APPLICANT: TWO TREES DESIGN INC. ESTIMATED TOTAL WATER USE (ETWU) ETWU = (Ela) (0.62) (Sum of all HAS X that, PFS) CAMILLE PERNG (RLA A 5840) 6262782766 PROJECTADDRESS: 24074 FALCONS VIEW DR., DIAMOND BAR, CA 91765 0.81 ASSESSOR PARCEL NUMER: 8713-041-015 ET.== Estimated PP Boo War., GaBore par Year PROJECT OWNER: MICHAEL HSIAO EFo= Reference Evo trans im8on rata Inches r watch 47.5 far the EV po p ( par 3232632484 Pomona oma _ 0.62 c Commode. Fact., (I. gallons) HA= Hydasom. Ar e. In Sq.. Fact WATER BUDGET CALCULATION- MAXIMUM APPLIED WATER ALLOWANCE (MAWA) FOR PROJECT 0.81 - IMgallon eOldeacy factor (rammuramenl of water beneficially used vs. water applied) par slate rc NIT.H.m MAWA = (Ela) (0.02) (0.55 x LA) MAWA =MaYlmum Appibd W.I., AJiowan. In gultme par year ETWU - (Etc) (0.62) ((Be. of all HAS x PFS) /0.81+(SLA)) ET.- R.lcrance Evapolmnsplm8on mlo (inches Dor year) which b 47.5 Tor Lha Pomona area Hydrazone LW: 11027 x 0.15 =1654.05 0.62 - Cmwmelan fact., (lo Music) Hydmzono HW: 789 x 0.85 = 670.65 0.55 o Adjustment factor for plant types and lMOaflon offid-cy LA= landscaped Am. In Square Fast Sum fall HA$YPFs=2324.7 MAWA = (Eta) (0.62) (0.55 x LA) =(47.5)(0.62)(0.55 x 11816) ETWU=(47.5)(0.62)((2324.710.81)+(0)) = 47.5 0.62 6498.8 (29,1512870 + 0 =181.389.68 Galbns = 84,521.5 Gallons < MINA 191,389.66 Gallons HYDROZONE INFORMATION TABLE ZONEORVALVE "METH00" -FT. MEA uv Mi Tpaza -- p non .3a% I+VA POOL65PA I NONE 18D G.]% o �r' 1 ' LINE DF RESiRIEYE0 AREA i HYOROZONE:PERERU USE, YFORREGIDN WATER USWLWDOW'WA6 RUFOOTHIL55 .1tAV) HIGH NATER IEE, USE, MODERATE WATER USE, (LW) LOW WATER USE SEAS VERY LOW WATER USE, (NJA) ND WATER USE (CST) COOL fiEA60NNRF. (OUST) WARM SIFIGAH M '• NIS)GATIONMRAY.(S oMERIUN NONE V 15) SPRAY POPdlP. (RNOTOR, (p)BUBOLEfl. (D) DRIP. (0) IRRIGATION NOTES THIS DF51ON IS OIAgiWMATG. ACTUAL LOCATION OF NERDS, VALVES. LINES AND EWiPME9AT MAY BE AOJJS1Ep BY CONTRACTOR ON SITE EOUIPMENTS/HEADS SHOWN IN PAVED AREAS IS FOR DESIGN, M GRAPHIC CLARIFICATIM ONLY. AND SHALL BE INSTALLED WITHIN PLANING AREAS. 2. ME SYSTEM IS DESIGNED FOR THE RECOMMENDED OPERATING PRESSURE OF 3D P9 ANO A MAXIMUM DEMAND OF 491 GPA1 W M A STATIC WATER PRESSURE OF 96 PSI FROM CITY MAIN. IN 3. ALL MATERIALS TO BE USED ME LISTED ON E PLANPERFORMANCE . CONTRACTORS MAY CHOOSE EQUAL WANnTY AND ITEMS AS ALTERNATE. CONTRACTOR TO SUBMIT MATERIAL LIST FOR ANY SUBSTITUTION OF EWAL OUANTITY AND PERFORMANCE 4. INSTALL ALL EOUIPMENTS AS SHOWN ON PLAN. CONTRACTOR IS RESPONSIBLE TO COMPLY WIN ALL LOCAL GOVERNING AGENCY REQUIREMENTS FOR BOTH EWIPMENT AND WSTALLATON. 5. PROMOE A MINIMUM OF IB' COVER OVER ALL PRESSURED MAINUNE PIPES AND 12" MIN. COVER OVER ALL NON -PRESSURIZED LATERAL UNES, ALL PIPES UNDER PAVED AREAS ME TO BE INSTALLED IN A P.V.0 5CH-40 SLEEVE WIN IB" MIN. COVER. REEVE LOCATIONS TO BE AS SHOWN ON PLANS, 6. TIO V. ELECTRICAL POWER SOURCE IS PROVIDED BY OTHERS TO EHE LOCARON FOR THE AUTOMATIC CONTROLLER, IRRIGATION CONTRACTORS 15 RESPON518LE FOR FINAL CONNECTION TO EOITPMENTS. 7. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLD COPPER OF /is DIRECT BURIAL TYPE USE BLACK INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINUNE PIPING WOE POSSIBLE, BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. B. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR IF REWIRED AND THE AUTO. CONTROLLER 15 TO BE DETERMINED IN REM BY THE OWNER OR INE LANDSCAPE CONTRACTOR. 9. WHEN UNKNOWN CONDITIONS EAST IN THE FIELD AND THERE WERE NO EVIDENT AT THE TME PLANS WERE PREPARED. DO NOF INSTALL MY EWIPMENT AS SHOWN ON PLANS UNTIL PROVIDED AUTHORIZATION IN WRITING, ANY SUCH CONDITIONS SHALL BEBROUGHT TO THE OWNER'S ATTENTION BEFORE ANY WORK.. 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE YEAR AFTER INSTALLATION AND SHALL REPLACE OR REPAIR ANY DEFECTIVE PMTS CAUSED BY MANUFACTURER M HIS WORNMANSNP AT HIS OWN COST. 11. CONTRACTOR IS TO APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF TSE WORK. IZ.COMPOSITION DISK SWING CHECK VALVES SHALL BE REOVIRED ON ALL SLOPES. NO DRAINAGE FROM SPRINKLER HEADS WILL BE PERMITTED WHEN VALVES ME TURNED OFF. I3.CERTFICACM AND GUARANTEE: FOR PERIOD OF CONTRACTOR GASHALL YS FROM UNCONDITIONALLY GUARANTEE THE SPRINKLER SYSTEM- NOT WE MANUFACTURER'S WMRANTY- ME ACCEPTANCE. 8 SHALL PROVIDE E NECESSARYMY TOOLS TO COMPLETE TEA INSTALLATION, C ME SPRINKLER INSTALLATIONR SHALL Nor BE DEEMED COMPLETED UNTIL ALL COMPONENTS 5PEiC R LANDSCAPE 1PLM HAS BEEN CHECKED AND ADJUSTEDHE SATISFACTION OR NE OW NER/AND AARCH. 14 CONTRAC TO PROVIDE AS -BUILD DRAWINGS INDICATING LOCATIONS OF ALL MAINLINES, ALL VALVES, CONTROLLERS AND RWTNOFCONTROL WIRES. 15, ITIS THE S.RESPONETC.taUTY C OF TNT CONTRACTOR TO FATE AL HIMSELF NIM GENE AL FERENCES,CONTRACT LOGAT,R AND OS OF WALLS. RETAINING WALLS. EFC THE CONTRACTOR SHALL SLEEVES ATE ALL WORKS WITH ND EHE GENERAL CONTRACTOR AND OURS SUBS FOR THE MCAT C AND INSTALLATION TO GR OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVEMENTS. STRUCTURES, ETC. 16. IRRIGATION CONTRACTOR TO GUARANTEE 1002 COVERAGE OR WETTING PATTERN IN ALL AREAS AS APPROVED BY THE R. 17. IRRIGATION RRIGATION CLOCK CONNECTED BE CONNECITO A RAIN SHUT-OFF DEVICE (RAW SENSOR) i0 COMPLY WIN LOCAL WATER CONSERVATION ORDINANCES. 1B. INSTALLATION LANDSCAPE TR SHALL SET L APPROVE SCHEDULING BASED IN LOCAL E.T. AND PER LOCAL WRIER PURVEYOR AEWIREMENTS. LANOSGAPE ARCHITECT SHALL APPROVE IRRIGATION SCHEDULING PRIOR i0 FINAL ACCEPTANCE. N Ej WZ3 W - Ix 09 I-Z=E a 8. He H W A 2i F- � 539 e5i LL! V LIJ a Q _ W e % O � J � P - �V Lt. O C UJV m ^ J ¢ CO LD LLZ Z o e L/1 N O DATE Rmons as fi E E wMAS SHOWN CAR 04-07-2016 u A.Km N.. p1555 - CP � LI =L2 es AS REWD fifi F'AIPF',1IF IF T �fi Q M A• LODGE POLES -) "i GROUND COVER TS, BE PLANTED IN RATS, TREE TRUNN F q "VCT: TREE BRACE w fiyI- J' YIAPf pLA,XEi 0hN P�—rvI e '�LAPEF Wi CUTTINGS, ,LINERS, S. 1 GALLON CONTAINERS.(2 REO'D) V.I.i. TREE BRACES. TO POLE W/ GALV. SCREWS. OR 2 -CINCH PES W GALV. SCREWS / TREE TIE Ofl APPROYEp `G•H.r "� 47wY ROONut EROIm roBE f A.- A T. THEPR .�... dt T RTIC 1 `v V BACTH i0 ALLOw ipjTjj IMSECURE � I S",� C'''PLANRNG ,, `�•--r.2"DIA. SOLI PREPARE -REFER TO THE NgTES FOR SPECS. Xf0'-0'LOGEPOLE EQU EW_ Al. SW,Ri SAUPlE - B :p 0 ORnw AFAT Npu CASE o< FlINi 11—I..'"WATER BAS. REFER TO PLANTING NOTES FOR STAKE, STAIN SAGE GREEN RODiBALL CROWN TO BE i' ABOVE SVRROUNOING GRADE, PITCH BACH LLTO ALLOW WATER TODRAIN AWAY FROM BASE OF PLANT BACKFlU. & PUNTING TABLETS 2 • • 10'-0' LODGEP0.E STAKE. START SAGE GREEN WATER BASIN. RENOVE ONCE 5 EBTABM6HE0. GENERAL NO1E5 RW�'U' tliAOE ""'- 1Ap� NOAt MPiNOTCR _ RATES 1 cA-Z S GA-]: 1JAMENDED EAik 24'80%AND UP -i5 1—III= a• NATURAL SLOPE__ROOTDTTBna, IlISI ROOiBALL FERRUZER TABLETSFlMSN ADOIRONAL 5PECIFlCA710N5. —1111111=1111111III)SSO.Fi, PLAN75 WLLCDVER —=IIII_II I1=Il11PLANT OlAOE ORADE (PERPLANRNDNOTES)5' io0 SALNATIVE FERRLIZER TpRLETS AS REQUIRED. SEE SLOPEODiNLTMSE 7ABLER AS jz" ANO WYPAL} 10_DACXnU. NOIWEDt.UMESS _ NO ORGWIC AYENpMEIIf UNDER PER NOTESIIARYE Ilj_ I 'i (11iFFRRUZEII '''' 2. ROOTBALL H'PLANRNG 's'R[tNro NDTES REWIREq. SEE PLANRNG ROOT DAM. aWARD AD T 'LL I1—t --------SPncwc INSTALL DEEP R00T BARRIER PANEL APPROVED EQUAL) ON CURB. NOBS 'M Q"IT 10 SOL PREPARATON, S(OR SWORE TO,— rmANEw.n mAtwc • WALK, AND WALL SIDE SCARIFY SIDES AND BOT70M OF CONTRACTOR Sl— OOTAX, Z% flODiBA(y SOLI IEST FOLL—B ROUEN _NE FO "TERUNE PROPN ' PLANTING PIT A g SGit AUEHOUENTS C DOUBLE STAKING TREE TREE ON SLOPE SHRUB PLANTING SHRUB ON SLOPE Q GROUND COVER VALVES UP TO 2" Dip.COVER_= PEA GRAVEL Tl: E%IIS103 YWNiED TO BE IN W:AIHN PROOF CABINETNOTE: _NA ISHALL HAVE MALLEABLE IRON TEE HANDLES; VALVES LARGER THAN 2" SHAD. HAVE SWORE ROUND PLASTIC VALVE BOX 4':MIN.._..'NEW4D PRESSURE BAC%ROw PREYTHICTI W/ 2 SHUT OFF VALVES CONCRETE PAD FOR W PVT OF STEEL ENCLOSURE, SIZE & LE MUER, LE MA%, Si110NGB0% GR_. YEO ECR HCAL WALL AR RrrtRmErnrnl Tat HIM—1. WEEnNiNH9TAF In'IT'°.'cm••• °" 6 OPERATING NUTS, W/ LOCKING COVER, MARK ANCHOR BOLTS AS PER STEEL ENCLOSURE SZE AS CR EUUAL VPNDAL STRONGBTj7 WRET. LOCATOR APPROVED Q01� a U C.V.' W/ 1/2" WHITE LETTERS ENCLOSURE SPECS. NECESSARY. PANT PER SPECS. By OFNER OR UARABMMr O 3' MULCH GRASS I.M. NIPPLES & BTiW0. —1 SII mull_ IQ BRASS UMOR, UNE SIZED _. pjDypFS IIIIIIIIIIIII III1=11111_ PVC SCH. BD NIPPLE '}' rJ-BOX: wrnm,M¢ VIII PVC ADAPTER _ GLV. PPE CLAMP, M, (2) gAiMlitwgEn EVE PVC MAINLINE 4" IN —PEA GRAYci. SCOTCH-LGC% 20V POaER T30V SERWLE W/ 3 STRANDS mawAvrHWn mmtl1� NNO SIZE AS NOTES ON PLAN PVC MANw PNC 4Aw [OewECTW OF a AWE NINE wNTRWN mH cOrt r0amunw%AmmmlauAs �Nu•n»� I Cl* FT, MIN. PEA GRAVEL. J'A 90' SWEEP ELL QU1E T. QuwOR H+¢pmH�mm AeEruuOroxuLrvmlu]arm•n .�T 2.4 REDWOOD BLOCK/ BRICK NOTE: REDUCED PRESSURE - BACKFLOW ASSEMBLE `W LL W1LET [LEG �P, GwsMnoRar 11wOlYRnplcAmTDTAMLrom OAMRTPO0. Mwu. NATPN Teat FAnE SHALL BE LOCATED IN SHRUB AREAS TO ACHEIVE RARn sOuroRAnAnTMENiurviLCRUNLOUOneNSnrvn'T HOnwumnOtEiOavLPEw TnDi mmTi u�,oGOCfuHu.eta. nAVAAmtoaHul oFncctmnnien vesnu_ Qn� W [a+Anmm umair+Nloa wa •.' VISUAL SCREENING aTPNAIOTNPMuronEME USEDIN IMEOuuOropTO curt WnnMrtwM.THNcwulnHa rtAnw OYM'E Aa RHW,ue NFrt.vLaWm..ae m.nmN¢NANwHwn, %, 1 W. FT. 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ALL PRESSURE &WRES SHALL BE SLEEVED I-111-1 I=111—I L W(� ^f"H41•AA'^'^On -rNUU m—m I II=I, Q rTA ¢•nL %Vi?Lwl Q 1a80 %r sLINESHAu SEPARATELY w/ SCH. 4p P.V.G PIPE & SHALL BE 24' IN CEPH (MIN.) 9ECROItELEVAROR ��ux� i•te�]N ncTl•II �ryOR*Rlvr �n INSTALL ALL CONTROL WRES OR UNDERSIDE OF MAINLINE PIPE wlmewE mFURMExAFW Nx'me •w.RwAAnunv ©n<mIn 6. MIN Y. B. PIPE DEPT, AND URGER SHALL BE 24' ImmbrAHe nsITln IMmHYMYEanen FOR Z' UUM. T. PIPE DEPTH FOR 2" AND SMALLER SHALL DE 24' ESSITY. B. PIPE DEPTH FOR ALL NOR-PRESSVRE LATERAL ONES SHALL BE it" YINIYVu. wH mean. QTRLNQIjIN�GSTION QTORO DRIP ZONE KIT AIR OVALVEAONUPVCELIEF &FLUSH VALVE ON PVC 2'-4• W-SMRFKEDNMb2 I 1 ' 3- RNNC ORw NRRR WRCT - CWPp.MW LCE IFI J- RARE IEC fHT,vq 2„—L}", ]- -.—C OR—E ... a . H a_ BMB _pu.B p- I.—DRIP EiOTRT Dura:] J- &AB 60OW THfiWE A- RE OOW1 STAXE/BnPHE 5 ] R 0 B- BA18 YNE Apt )- PVC TCC SkSki e- nwSH LRAOE TT_PK UTDML GVPPLT NUOER 9- 7R OOYM STAN. TO- YV4L SLANT-- - NALHTB LRAOC HO H TIL[ 12 ODxx STAx. LVPn irnQ FCGT w SVA. ,2- WNX RAT. IDNc1N AS HOTBED FOUR FELT HN TAW, AR) FNE FEET w GY, WIGS Z . nI — WNVN INOHE IS A CWNLE OF . PUCE RE WAN STAR. EVERY IN— FCEi IN SANG. ""B"ON SUPT AS "I" OR "M MEC -_FOWL FEET IN LDa. Am FNE FTE] w CUT. STA(. ON FAN 1£E OF THE —E OF DINEC.- Z. AT nTiwGS FIBRE IN RE S A CKWGC OF DmE— SUPT AS — W MBDAS, USE >R-OOAN 5]AX. ON MGN IID BI' - PWIGE U' aRECTkw, Q ON—SURFACE DRIP ON—SURFACE DRIP W/ RISER AT GRADE FRONT ELEVATION (WEST) u AVANT GAME DESIGN NiEfIIJATKKJAL AmnctnfE f 4rlegaLS / atAnrcg 2005 S. ATLANTIC BLVD, M. ZD NONrgM PARK CA MM TCL: 525.205.2404 FA%: 525.2052405 C-IWL ogdi000hatmell.com Thi, dmwjng/document la the pproperty tr Arrant Clydv Dealgn Intamntl...1. LLC. a d iv not to ba rcpp doted Ir %,d In '.hlle Ir in pert Tiro tiveigner la lila n thvr Intli.eheil rttoln common Iew. latutery, and III oLM1er rnerved righla, rvrilheng cJmpy.5'dl Ity vaecili1_lly uvad Id,ntIII od hovel, Ind V not it,ba uvad on nny other project It V W bI r,tum.d upon request. N.teddimenalana on the droning w precedence over scaled dimvtullm. Cantrnclora vh.11 verily and by —p far All dimenalana Intl o ditiona an the Job. Di, crepanciea or c n In tlrewingv vhail by brought tI the attention of the dealgner prior to beginning work. III���III�II��!��IIIIIIII�I��1 ri FRONT ELEVATION (WEST) u AVANT GAME DESIGN NiEfIIJATKKJAL AmnctnfE f 4rlegaLS / atAnrcg 2005 S. ATLANTIC BLVD, M. ZD NONrgM PARK CA MM TCL: 525.205.2404 FA%: 525.2052405 C-IWL ogdi000hatmell.com Thi, dmwjng/document la the pproperty tr Arrant Clydv Dealgn Intamntl...1. LLC. a d iv not to ba rcpp doted Ir %,d In '.hlle Ir in pert Tiro tiveigner la lila n thvr Intli.eheil rttoln common Iew. latutery, and III oLM1er rnerved righla, rvrilheng cJmpy.5'dl Ity vaecili1_lly uvad Id,ntIII od hovel, Ind V not it,ba uvad on nny other project It V W bI r,tum.d upon request. N.teddimenalana on the droning w precedence over scaled dimvtullm. Cantrnclora vh.11 verily and by —p far All dimenalana Intl o ditiona an the Job. Di, crepanciea or c n In tlrewingv vhail by brought tI the attention of the dealgner prior to beginning work. CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: .7.2 MEETING DATE: April 26, 2016 CASE/FILE NUMBER: Development Review and Tree Permit No. PL2015-550 PROJECT LOCATION: 2532 Indian Creek Road Diamond Bar, CA 91765 (APN 8713-036-008) GENERAL PLAN DESIGNATION ZONING DISTRICT: PROPERTY OWNER: APPLICANT: 01TIT17 FTRW Rural Residential (RR) Rural Residential (RR) Christine Sun 2536 Blaze Trail Road Diamond Bar, CA 91765 Kai Chan 730 Adelyn Drive San Gabriel, CA 91775 The applicant is requesting approval of a Development Review application to demolish an existing 2,641 square -foot single-family residence to construct a new 5,535, square -foot two- story, single-family residence with an attached 686 square -foot garage on a 1.3 gross acre lot. A Tree Permit is also requested to develop within the protected zone of one (1) protected coast live oak tree. This tree is proposed to be preserved on site. Adopt the attached Resolution (Attachment 1) approving Development Review and Tree Permit No. PL2015-550, based on the findings of Diamond Bar Municipal Code (DBMC) Sections 22.48 and 22.38, subject to conditions. The project site is located in The Diamond Bar Country Estates (The Country), on the south side of Indian Creek Road, west of the intersection with Braided Mane Drive. The triangular shaped property is developed with an existing single-family residence and slopes downward frorn'the street at a 29.56 percent average slope to the rear corner of the parcel. There are a total of four (4) coast live oak trees on the property and all trees are proposed to be preserved on site. The property is legally described as Lot 92 of Tract No. 23483, and the Assessor's Parcel Number (APN) is 8713-036-008. '1v I r;11e,,KCT—_TT The following table describes the surrounding land uses located adjacent to the subject property: Site I Rural Residential RR Single -Family Residential North Vacant/Undeveloped Lots and Rural Residential RR Single -Family Residential F-s-ou-thd Rural Residential RR -Family Residential 11 East J Rural Residential. 11 RR 11 Single -Family Residential , 11 West 11 Rural Residential 11 RR 1� Single -Family Residential Project Description The proposed single-family residence consists of the following site plan and architectural components: Site Plan The property's gross lot area is 56,628 square feet (1.3 acres), which includes a 32 -foot wide private street easement for Indian Creek Road along its frontage. The property's net buildable area (i.e., minus all easements) is 45,738 square feet (1.05 acres). The house is situated toward the front of the lot, a minimum of 30 feet, 2 inches from the edge of the street easement line. Retaining walls on the sides and the rear of the building will create level pads to facilitate the development of the house and useable open space at the rear of the home, which will include landscape and hardscape surface areas. Landscaping is proposed throughout the front, side 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 updated Development Review and Tree Permit No. PL 2015-550 Page 2 of 10 Water Efficient Landscaping Ordinance and will use drought tolerant planting to minimize irrigation within the new landscaped areas. There are a total of four (4) coast live oak trees on the property and all trees are proposed to be preserved on site. The project would result in the encroachment within the protected zone of one oak tree located within the side yard. An arborist report was submitted outlining specific conditions to protect the tree during construction. Further details are described within the "Analysis" section of this report. The applicant is proposing 4 -foot maximum height retaining walls at the side and rear of the property to create a minimum 25 -foot rear level pad to comply with the City's development standards for the rear setback. All exposed portions of retaining walls will be a decorative block or finished with a stucco texture to match the proposed exterior wall finish of the house. Architecture The proposed residence is located at the front portion of the property in the approximate location of the current residence. The floor plan is comprised of the following components: PROJECT SUMMARY (square footage) Livable Area First (Street) Level 4,079 Basement Level 1,456 Total 5,535 Total Living Area 5,536 Non -Livable Area Three -Car Garage 686 Front Entry Portico 193 California Room/Balcony (Street Level) 534 Porch/Patio (Basement Level) 516 Total Non -Livable Area 1,929 TOTAL FLOOR AREA 7,464 The upper (street) level consists of an entry foyer area, great room, family room, dining room, library, kitchen, laundry room, powder room, three -bedrooms, each with a bathroom and a walk-in closet, California Room/balcony; The lower (basement) level consists of a home theater/game room, bar, one bedroom with bathroom, a separate bathroom, study room and open porch/patio; and 0 A 686 square -foot, attached three -car garage. The two-story residence is accessed by one internal staircase and an elevator. The height of the building is 32 feet, measured from the finished grade to the highest point of the roofline. The architectural style of the home is Mediterranean with Italianate details, such as 3:12 hipped roof forms, corbels, decorative metalwork, cast stone columns, and mission tile roofing. Exterior wall finishes consist of smooth stucco and cultured ledgestone. Development Review and Tree Permit No. PL 2015-550 Page 3 of 10 The applicant has obtained approval from The Diamond Bar Country Estates architectural committee.. TYP. ROOF PJTCn 3 Front (North) Elevation Site (Plan View) Aerial Development Review and Tree Permit No. PL 2015-550 Page 4 of 10 Adjacent Property to East Project Site Adjacent Property to West . Aerial View (Looking South) 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. 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 Development Review and Tree Permit No. PL 2015-550 Page 5 of 10 consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: 30' 301-2)) Yes 10'-0" on one side and 39'-1" — east side Yes 15'-0" on the other side 79'-6" — west side 25' 155'=3"- east side,- Yes 133'—west side Maximum of 30% 10.1% Yes 35' 32'-1" Yes 2 -car garage 3 -car qara.qe Yes 4' exposed I 4' exposed I Yes Site and Grading Configuration: The project site is located on a triangular shaped parcel with a descending 29.56 percent average slope to the rear corner of the parcel. The applicant is proposing to cut 596 cubic yards of soil and fill 201 cubic yards of soil to create split-level buildable pads towards the rear of the property. Therefore, 395 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 26 to 40 hauls. A series of two 4 -foot high tiered retaining walls will be constructed to create a 31'-5" rear level pad to comply with the City's development standards for the rear setback. Maximum 4 -foot high retaining walls will also be constructed in the side yards to allow for grading to create the garage and driveway. All exposed portions of retaining walls will be decorative block or finished with a stucco texture to match the proposed exterior wall finish of the house. Architectural Features, Colors, and Materials: As stated, the architectural style is Mediterranean with Italianate influences. The applicant designed the project to incorporate elements to reflect the architectural style, including the following design features: 0 Hipped roof forms with a 3:12 pitch, ® Fagade details such as stone veneer, dimensional window surrounds and corbels; 0 Decorative wrought iron balcony railings; Development Review and Tree Permit No. PL 2015-550 Page 6 of 10 © Large, ornate wrought iron front door; a Front entry portico supported by classical Doric columns; and 0 Natural colors used to highlight architectural details and integrate with the landscape. -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 Santa Barbara Mexican Bush Sage and Azure Bush Germander are complemented with a mix of other shrubs and ground cover along a driveway and a walkway with decorative pavers. The existing 14 -inch oak, pines and sweet gum trees (with the exception of a 12 -inch American Sweet Gum) in the front yard will be retained. Within the side yard, a variety of shrubs and trees- including 15 -gallon Dwarf. Strawberry trees and -36 -inch box -Western Redbud..trees are proposed to act as a screen between the neighboring property to the east. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Efficient Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping shall 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. A Tree Permit is required for any removal, relocation of, or to develop within the protection zone of a protected tree. A protected tree is any of the following: o Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater, and located on parcels larger than one-half acre in area; © Trees of significant historical or value as designated by the council; • Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; e 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. There are a total of four (4) coast live oak trees on the property. Of the four, two are considered protected trees. The protected tree located in the front yard and the two unprotected trees located in the rear yard will not be affected. Grading to create the garage, retaining wall at the south edge of the driveway, and the rear terrace would result in the encroachment within the Development Review and Tree Permit No. PL 2015-550 Page 7 of 10 protected zone of the protected oak tree located in the side yard. Grading and construction would come no closer than 14 feet from the trunk on the tree's northerly and westerly sides. The Development Code defines a protection zone as "the area within the drip line of a tree and extending to a point at least five feet outside of the dripline, or 15 feet from the trunk of a tree, whichever distance, is greater." Due to the encroachment within the protected zone, a tree permit is required and the applicant submitted an oak tree report prepared by a licensed arborist dated February 5, 2016. The report outlines specific conditions to protect this tree during construction. For work within the protected zone, protective measures shall include, but are not limited to the following: 0 Observation: All work conducted within the protected zone of a protected oak tree should be performed within the presence of a qualified arborist. This will help to insure that work is performed in a manner that will not harm the trees. Notice: 48-hour notice should be provided to the arborist prior to the planned start of work. This notification shall be. provided to the -Planning Division as well. The notice will insure that the project receives, the highest possible scheduling priority and avoid delays. © Hand Tools: All work should be accomplished with the use of hand tools only. Except der--c4-c-urnstanc-es;t-Fac-tGrsTbacMioes and-other-vehieles-ean-nat-be-eper-ated in order to preserve major tree roots, minimize soil compaction, and ensure the safety of both the vehicle operator and the tree. Certification: All work conducted within the protected zone should be certified by a qualified arborist. Z m�� kgrp '(Do X Zy— it fl'i IT V V NOT A PXRT--,--- TAPAR i NOT A PART OT PART ---1406T A PA WQ1 ef" mm w- Fg, A -MM ar M NOUNS 'M Development Review and Tree Permit No. PL 2015-550 Page 8 of 10 These protective measures are included as conditions in the attached resolution. According to the arborist report, planting within the protected zone of a native oak tree is discouraged. Ideally, the leaf litter from the tree should be allowed to collect beneath the tree, creating a natural mulch and fertilizer. The applicant proposes to use organic bulk mulch 12 feet from the oak. trunk.' No planting or irrigation is proposed within its dripline, as artificial irrigation can be harmful to established oak trees. All other trees on the subject property except for the aforementioned American Sweet Gum in the front yard, will be preserved in place. 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: o All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; 0 Eacrth-tmeitding materials amid are used-tb-aTblend —in—­W­iW1he natural landscape; and * The project is terraced on split-level pads. From the street view, the building has an appearance of a one-story structure, but the rear of the building steps down to two 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. 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 residences in the neighborhood. The new residence will not be intrusive to neighboring residences and will not block existing views from adjacent properties. The residence on the east side of the property is situated at a higher grade. The residence to the west is situated on a lot with views towards the south and the properties to the north are vacant. In comparison to, other residences in the community, the proposed residence is more modest than many recently approved and constructed homes on similar size lots in The Country Estates. The architecture in The Country is eclectic, and includes numerous Mediterranean - inspired designs. In sum, the proposed project fits the character of the neighborhood in which it is proposed. The project incorporates the principles of the City's Residential Design Guidelines as follows: 0 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; Development Review and Tree Permit No. PL 2015-550 Page 9 of 10 • A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and landscaping; • The proposed new single-family residence is appropriate in mass and scale to the site; © Elevations are treated with detailed architectural elements; • The proposed roof type, pitch, and materials match those of the Mediterranean style and are consistent with the primary structure; • Large wall expanses without windows or doors are avoided; • The exterior finish materials and colors blend with the natural environment; and • Landscaping is used to soften building lines and blend a structure with its environment. 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. {?n-Apri 15, 2 U, wfthna-1,00 - o radius of the project site. On April 15, 2016, 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. Prepared by: � I <�-�- Mayuko Nakajima Associate Planner Reviewed by: Gra&:�—. eJ--� Senior Planner Attachments: 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans 3. Color and Material Board 4. Oak Tree Report dated February 5, 2016 Development Review and Tree Permit No. PL 2015-550 Page 10 of 10 Attachment 1 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW AND TREE PERMIT NO. PL2015-550 TO CONSTRUCT A NEW 5,535 SQUARE -FOOT, TWO-STORY, SINGLE- FAMILY RESIDENCE WITH AN ATTACHED THREE -CAR GARAGE ON A 56,628 GROSS SQUARE -FOOT (1.30 GROSS ACRES) LOT; AND A TREE PERMIT TO DEVELOP WITHIN THE PROTECTED ZONE OF ONE (1) PROTECTED TREE -LOCATED AT 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA 91765 (APN 871.3-.036-008). A. RECITALS 1. The property owner, Christine Sun, and applicant, Kai Chan, has filed an application for Development Review and Tree Permit No. PL2015-550 to construct a new 5,535 square -foot, two-story, single-family residence with an cALLOU th -ear-�Jaf�zag e-Io&a-ted-a-t-2-532-I-ad ian-Greek-P�oad-r-B-ia r-ne n d-B.a.r County of Los Angeles, California. 2. The following approvals are requested from the Planning Commission.. (a) Development Review to construct a new 5,535 square -foot, two-story, single-family residence with an attached three -car garage; and (b) Tree Permit to develop within the protected zone of one (1) protected coast live oak tree. 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 56,628 gross square feet (1.30 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 92 of Tract No. 23483. The Assessor's Parcel Number is 8713-036-008. 5. On April 15, 2016, 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 April 15, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. 6. On April 26, 2016, 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: 1 The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The *Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (* CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (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 Fj..Ddings (DBMC, Section 22.48.040 1. The design and layout of the proposed, development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): . The design and layout of the proposed single-family residence consisting of 5,535 square feet of floor' area and 686 square -foot garage area 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 p I roposed new single-family residence incorporates various details and architectural elements such as concrete roof tiles on a predominantly hip and valley roof style with a 3:12 pitch; smooth stucco and stone veneer throughout all elevations; classical Doric columns; decorative wrought iron balconies and front door- 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; 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 2 Planning Commission Resolution No. PL2016-XX 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 5haracter of the eclectic'neighborhoods in The Country Estates. The Mediterranean design includes features such as a low-pitched hipped roof forms, classical Doric columns, decorative use of wrought iron and integration with the natural landscape to minimize disturbance of the natural slope of the property. In . 1.1. � - ;_ I— -fq addition, comp lemen ary matendh:; d/ Lit TV 13 oil luil- _JJd 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 concrete roof tiles on a predominantly hip and valley roof style with a 3:12 pitch; smooth stucco and stone veneer throughout all elevations; classical Doric columns; decorative wrought iron balconies and front door; 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 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 pen -nit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially inJUnOUS to the properties or improvements in the vicinity. 3 Planning Commission Resolution No. PL2016-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. Tree Permit Finding (DBMC Section 22.38.110) The tree is a public nuisance by causing damage to improvements (e.g., building foundations, retaining walls, roadways/driveways, patios, and decks) and appropriate mitigation measures will be implemented in compliance with DBMC Section 22.38.140 (Tree protection requirements) below. The applicant submitted a tree report, prepared by a licensed arborist, which indicates four (4) coast live oak trees exist on the property. Of the four oak trees, two are considered protected trees. Of the two protected trees, the applicant is proposing to develop within the protected zone of one protected tree. Due to the encroachment within the protected zone, a tree permit is required. The report limes sp t th i c, f r)r) qnrl chic p, Eeetive ea -sures to-PA)te Is tree nni are included as conditions as approval. 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 shall be decorative block or finished with a smooth textured stucco application to match the proposed exterior wall, fin.ish of the house, 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. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape and irrigation plans shall comply with the updated Water Efficient Landscaping Ordinance. 5. 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 or designee. 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. 4 Planning Commission Resolution No. PL2016-XX 6. All work conducted within the protected zone of the protected oak tree shall be performed within the presence of a qualified arborist. A 48-hour notice shall be provided to the arborist and the Planning Division prior to the planned start of work. All work shall be accomplished with the use of hand tools only. Except under .special circumstances, tractors, backhoes and other vehicles cannot be operated in order to preserve major tree roots, minimize soil compaction, and insure the safety of both the vehicle operator and the tree. All work conducted within the protected zone shall be certified by a qualified arborist. 7. If protective measures fail to ensure the survival of any protected tree during construction activity or within three years after approval of final inspection, a minimum of three 15 -gallon coast live oak or other protected species shall be planted on the property for each protected tree that dies. 8. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: n. Certify to_t-he adoption of this Resolution: and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Christine Sun, 2536 Blaze Trail Road, Diamond Bar, .CA 91765; and applicant, Kai Chan, 730 Adelyn Drive, San Gabriel, CA 91775. APPROVED AND ADOPTED THIS 26th DAY OF APRIL 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. M Jennifer Mahlke, 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 26th day of April, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. PL2016-XX COMMUNITY DEVELOPMENT DEPARTMENT Emil USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review and Tree Permit No. PL 2015-550 SUBJECT: To construct a new 5,535 square -foot, two-story, single-family residence with an attached three -car garage; and Tree Permit to develop within the protected zone of one (1) protected coast live oak tree. PROPERTY Christine Sun OWNER: 2536 Blaze Trail Road Diamond Bar, CA 91765 APPLICANT: Kai Chan 730 Adelyn Drive San Gabriel, CA 91775 LOCATION: 2532 Indian Creek Road, Diamond Bar, CA 91765 FINITE APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: The applicant shall defend, indemnify, and hold. harmless rmless 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. PL2015-550 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. 6 Planning Commission Resolution No, PL2016-XX (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review and Tree Permit No. PL2015-550, 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. 2016 -XX, Standard Condi ions, anul all eiiviiuiii,it-,iitdi-n-dtip-�ions-sb-atl-be4n-c4uided--an-th--pk+ns (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. PL2016-XX B I . FEES/DEPOSITS 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. . TIME LIMITS 1 The approval of Development Review and Tree Permit No. PL2015-550 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-#X" tion -2--. .959(_), 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 5,535 square -foot, two-story, single-family residence with an attached three -car garage at 2532 Indian geek Road, as described in the staff report and depicted on the approved plans on file with the Planning Divislon, 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. 8 Planning Commission Resolution No. PL2016-XX 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. 1 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/ urlandsud pil I y­to-the-sati-sf-actjefFefAhe- Ptannimg-4)4im&i4an 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. 9 Planning Commission Resolution No. PL2016-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 I- ; noncom bus le construction oi shafl—be--V eCted UY IXM—e-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. PL2016-XX 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. 2. A new single-family hillside home development project shall include mitigation measures to: (i) Conserve natural areas; R_ rles d-raha-n.nels; (iii) Provide storm drain system stenciling and signage; (iv) Divert roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and (v) Direct surface flow to vegetated areas before discharge, unless the diversion would result in slope instability. 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 5:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South, Coast Air Quality Management District Rule 402 and Rule 403.- ReclaiM.'l, _-A water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1. Prior to grading plan submittal, a geotechnical report prepared by a GeotechnicalEngineer, 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. 11 Planning Commission Resolution No. PL2016-XX 3. Finished slopes.shall conform to City 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 defense shall be locked whenever the construction site is not supervised. 6. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 7. The maximum grade of driveways serving building pad areas shall be 15 percent. Driveways with a slope of 115 pemertt-si=raWmeofp�ar-a"Feeves f0F traction into the construction as required by the City Engineer. 8. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer and a permanent irrigation system shall be installed. 9. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 10.A pre. -,construction meeting shall be -held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 11. Rough grade certifications by project soils and civil engineers and the as - graded geotechnical report shall be submitted for review and approval prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 12. Final grade certifications by project soils and civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 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. 12 Planning Commission Resolution No, PL2016-XX 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer and Los Angeles Public Works Department. D. UTILITIES 3. 1. Easements, satisfactory to the City Engineer and the utility companies, for public utility and public services purpose shall be offered and shown on the detailed site plan for dedication to the City or affected utility company. 2. Applicant shall relocate and underground any existing on-site utilities to the satisfaction of the City Engineer and the respective utility owner. 4. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. 1. Applicant shall obtain connection permit(s) from the City and County Sanitation District prior to issuance of building permits. 2. Applicant, at applicant's sole cost and expense, shall construct the sewer system in accordance with the City, . Los Angeles County Public Works Division. Sewer plans shall be submitted to the Building and Safety Division for review and approval by the City. 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. 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. B. PLAN CHECK — ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL 1. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings 13 Planning Commission Resolution No. PL2016-XX 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 and Safety Division. 5. "Separate permits are required for retaining walls and fences over 6' in height" and shall be noted on plans. 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 -di tmension,,_p?(cgRt when. g..suc n* 'i qqka re, eg u4p,p ed 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 8105.1. 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. 14 Planning Commission Resolution No. PL2016-XX mama= 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. 5. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 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 wit ' hin 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. 15 Planning Commission Resolution No, PL2016-XX 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 cted 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 I ..Y. ML. I - _ constiuction shafte-approved ULI I:LY , . o�talKeeeedi-ng-Mt-h-a4y-w-Grk. 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"/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. 16 Planning Commission Resolution No. PL2016-XX VICINITY MAP SITE PIAN y° ;'` Attachment 2 ;., ..i Is7. t a SITE %'�, „rim S.»'�:�'+6�{W -' '•;. • "'�`. �.,,, }- �,.• f,.,. r PROJECT SUMMARY OWNER: MS. CHRISTINE SUN ' •.. / r : - ; °'' �^ 2536 BLAZE TRAIL ROAD, .• • i! l .Go i''/ % • '°`''" ,jam: i ` y;•.�, �„•.,•• '',; • /!, c ~�_` .,••,,,,�;�;,,,• `• DIAMOND BAR, CA 91765 TEL: 909 618 5925 moo. ^:;;�@• i `., ,. �.'. .;'';. : .�,% ;,�.>;'� JOB SITE ADDRESS: 2532 INDIAN CREEK ROAD DIAMOND BAR, CA 91765 i � •'� ,�:;:'%• !; ;.! % I �_ �-- LEGAL DESCRIPTION: LOT 92 OF TRACT N0. 23483, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, "•'' '' y STATE OF CALIFORNIA, AS PER MAP RECORDED IN :< ,�o-'" ,°' il,.•j'�!.... fir, / `�" /:%`• � ' ,,,._.3,' :::�-\'`'�`�`"�?u�==�'"° BOOK 790 PAGE 5-19 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 0011 • C ` •' !/, ` • �• � �' " ' ` �" 4 •%,,w � ` `'••�� APN: 8713 036 008 }Oy,•' . J. ; �� /( 'F , '. , ` t� ®® ! GROSS LOT AREA: 56628 SQ.FT. �• J ,' !•x r !'! V':, , _r i _::::%' J NET LOT AREA: 45738 SQ.FT. O� ,•:;,• ;�`' OCCUPANCY: R2 / U. FIRE SPRINKLER THROUGHOUT PER BUILDING CODE 903, FIRE CODE 903, INCLUDING GARAGE i " �/�/� / w_ ;;;i EXISTING BUILDING FLOOR AREA: 2637 S.F. (TO BE DEMOISHED) %''' ji '� `' �!`•i��:% x �� /;/ _°, f il: NEW LIVING FLOOR AREA: 5535 S.F. GROUND FLOOR: 4079 S.F. / i �_ 1° !i !i"'' — �:'' ` f..—" �' ', '`•' BASEMENT. 1456 S.F. • •'•, \ , „�.,--- i ; GARAGE: 686 S.F. ON LOT COVERAGE: 5734/56628 = 10.1 % _y,fTOTAL LANDSCAPE AREA: 9980 S.F. (17.6%) `-m'' 'ter-'!' TOTAL HARDSCAPE AREA: 6068 S.F. (10.7%) ,!;•';:�':: ' i�• •-"' ,- :;:, ••�': EXIST. NATURAL VEGETATION: 27726 S.F. (49.0%) -----�,_ � ,."•" EXISTING STREET AREA: 7118 S.F. (12.6%) _ /'� •i "� / �/; MAXIMUM BUILDING HEIGHT FROM NATURAL GRADE: 26 FT. NUMBER OF STORY: 2 "� : .• .. _ - � �. -i `.1.%� ''.%''..' ..,. ... COVERED PARKING: 3 ".�/ y I JY - --r/ ^.yo- _ _ / :%; •�;..-�;;t�- %'' ;�• "' INDEX OF DRAWING '`—" ,% ,i" --�'• ,:�-•'' ^.--- � � � � ' '°•�' • A 1 SITE PLAN &GENERAL NOTES -''��/:: --''� `/,%':•''`-•' ;;-''. , -i A 2 DETAILED SITE PLAN @GROUND LEVEL. -'�" ''i ^--------a,s;,`: ";;i:; ••„c;;' °; A3 DETAILED SITE PLAN @BASEMENT °° •:� ',i .” A BUILDING FLOOR & ROOF PLANS 4 - _ �� '.--"-"' _ r'� / •�'�,'`' //' :,:ng-• ;%: r,"%!:�';-"'i . A 5 ILLUSTRATIVE ELEVATIONS �' - � • -4' � `_" -' �..::;. �/r';' i """r"; r • / ^+'�,.. A 6 BUILDING ELEVATIONS aL%�� �-' �'�: „' ,.� _ _ -;" ' ' • • ' "z9s.6. • �%" L 1 LANDSCAPE PLAN C 1 TOPOGRAPHIC SURVEY C 2 GRADING PLAN RIE �j �L i -'^ �i wgi' r' '� e —'��` -'� : : .% 1 0 /: '::::•..: ! BAIR CrIYOFDIAMOND PROJECT DIRECTORY 'ae-✓' • • / �.,a ..�'�`" .--," .. """ .:' '..' . / KAJ CH NARCHITECT: .-"•I XAI CHAN ARCHRECT9 + PLANNERS TWO TREES DESIGN INC. --'•"' / !. 730 ADELYNDIVE 1832 SAN DIEGO ST. GABRIE /--•�_---- „„1 --„_ s;`' SAN GAHWEt^ OA 9f775 WEST COVINA, CA 91790 TEL, 626 282 9209 FAX 626 2821109TEL: 626 276 2766 ---'C�"`•^�.""-•-''". �• • ;--".�'". CIVIL ENGINEER: EXIST. X11-, w., .-, •;j''� CALLAND ENGINEERING, INC BUILDING / 576 E. LAMBERT ROAD BREA, TEL: 4 71 10 TEL: 714 671 1050 FAX: 714 671 1090 NOTES: SHEET THE SUN RESIDENCE K C A P o /� -g 2532 INDIAN CREEK ROAD KA1 CHAN ARCHITECTS + PLANNERS o A p 786 ADELYN DCBE, SAN OABREL CA ems DIAMOND BAR, CALIFORNIA 91765 TELEPHONE 626 282 9209 FAX 6262827109OF a EE TSs ( (192.13) .. 1192.04) 6 WillFZ341EI (200.09) 1� j1 11�99.2f) P (800.88; 1\ 1`F6 r' 9' (199.55) 1 � , A I !, /(2 % /' �.'� QIP \ \ \ (202.51) 5204.37) \ 5 (20 �. 181 1 11(202,87) (204.04) (204.59) 44. / r , 1 , OF.F. EL203.k r, a44 O (190.41) i' EL. 190. (20j3 22 (206.7q)-' 7.04) 207(15) \�, = 12.601 \� 801`2\91, EL 203.0 EL. 194.5 194.5 94.5 +� EL. 190. EL. 192.5 1/ "o pPK /.'' I , / --- I / % -190--- i 1 N(212.24) EL. 189.5 189.5 LEGEND 1❑ EXISTING SPLIT FENCE TO REMAIN ❑2 HEDGE SCREEN AROUND AC CONDENSER Q DRIVEWAY WITH BRICK PAVERS ® AC UNITS ❑5 LANDSCAPED AREA SEE LANDSCAPE PLAN © EXISTING STANDARD MAIL BOX ON WHITE POST TO REMAIN ❑7 TEMPORARY TRASH DUMPSTER DURING CONSTRUCTION 0 W U z w o� W Wo wU :D zm 0 0 W zz m4` F- N O F•+MI DATE 04-11-2016 V - i - ,-� (193,22) .\96.x- .- - ___-- (19553) - - - --'- " -- ------------- ------ -. (190.41) i' EL. 190. (20j3 22 (206.7q)-' 7.04) 207(15) \�, = 12.601 \� 801`2\91, EL 203.0 EL. 194.5 194.5 94.5 +� EL. 190. EL. 192.5 1/ "o pPK /.'' I , / --- I / % -190--- i 1 N(212.24) EL. 189.5 189.5 LEGEND 1❑ EXISTING SPLIT FENCE TO REMAIN ❑2 HEDGE SCREEN AROUND AC CONDENSER Q DRIVEWAY WITH BRICK PAVERS ® AC UNITS ❑5 LANDSCAPED AREA SEE LANDSCAPE PLAN © EXISTING STANDARD MAIL BOX ON WHITE POST TO REMAIN ❑7 TEMPORARY TRASH DUMPSTER DURING CONSTRUCTION 0 W U z w o� W Wo wU :D zm 0 0 W zz m4` F- N O F•+MI DATE 04-11-2016 SNH(196,65) INV088.55 _ (192A4) 195'" `. `. ``. / (1922.43) rr " uj \ \ , i \ (190.50) /'' \ / Z Z LL! O 95.5 "�` pP� i X91 _ `•� ' 51204.37) 49) (188.10) i 4) SNH(196,65) INV088.55 _ (192A4) IP it it 11 ` _ 20p/C199Jp / LJ / (193.22) _ -- ---------- --------------- (204.59) -------- -- .54) (200.09) 1 (21 (200.88), �- 999,55) X 2 195'" `. `. ``. C/) O Lij rr " uj �'/' ii 9 , i �' 'i i / i i / � - i ' \ 19 - 11I r i 19¢2 '': , / / /, % . co Z Z LL! O 95.5 "�` pP� i X91 _ `•� ' 51204.37) i 4) (✓' t1,'' /? 1 C205. EL. 194.5 241 , \ `) / (204.04) (\i7 � (204.05) \ ,Q -j• a =L. 194.5 / I , /0(99.93) IP it it 11 ` _ 20p/C199Jp / LJ / (193.22) _ -- ---------- --------------- (204.59) -------- -- .54) (200.09) 1 (21 (200.88), �- 999,55) X 2 (204.59) (202.51) EI REVISION (207:99) P �` 2'06.7(zY (212.24) cp 7.04) °07d5> \`(208.24) 1 \n, (206.01) JM AD ..193.0 195'" `. `. ``. C/) O Lij rr " uj \ 19 - 11I r cl) "2 i'/ RE6 -192' ` Z Z LL! O 95.5 "�` pP� i X91 _ `•� ' 51204.37) 2 /? 1 EL. 194.5 , \ `) / (204.04) (\i7 � (204.05) (204.59) (202.51) EI REVISION (207:99) P �` 2'06.7(zY (212.24) cp 7.04) °07d5> \`(208.24) 1 \n, (206.01) JM AD ..193.0 110 U EL, 190.2 EL. 192.5 EL. 189.5 _i � W DATE 04-11-2016 " LEGEND 1Q EXISTING SPLIT FENCE TO REMAIN �2 HEDGE SCREEN AROUND AC CONDENSER Q3 DRIVEWAY WITH BRICK PAVERS ® AC UNITS �5 LANDSCAPED AREA SEE LANDSCAPE PLAN © EXISTING STANDARD MAIL BOX ON WHITE POST TO REMAIN 07 TEMPORARY TRASH DUMPSTER DURING CONSTRUCTION A3 195'" `. `. ``. C/) O Lij rr " uj \ 19 - 11I r cl) "2 i'/ RE6 -192' ` Z Z LL! O 95.5 "�` pP� i X91 _ `•� _ Q 2 EL. 194.5 (\i7 � \ ,Q -j• a =L. 194.5 110 U EL, 190.2 EL. 192.5 EL. 189.5 _i � W DATE 04-11-2016 " LEGEND 1Q EXISTING SPLIT FENCE TO REMAIN �2 HEDGE SCREEN AROUND AC CONDENSER Q3 DRIVEWAY WITH BRICK PAVERS ® AC UNITS �5 LANDSCAPED AREA SEE LANDSCAPE PLAN © EXISTING STANDARD MAIL BOX ON WHITE POST TO REMAIN 07 TEMPORARY TRASH DUMPSTER DURING CONSTRUCTION A3 r-------------------- - -------- ------------ ------------ ------------------- —I � I I � I I � I TYP. ROOF SLOPE 3:12 -------- T Z— NOTES: WE FIRE DEPARTMENT NOTES: Basements, habitable attics and every sleeping, room shall have at least one operable emergency escape and rescue opening. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above the floor. Where a door opening having o threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with o bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with o window well -in accordance with Section R310.2. All emergency escape and rescue openings shall have minimum net clear opening of 5.7 square feet. The minimum net clear opening height shall be 24—inches. The minimum net clear opening width shall be 20—inches. Emergency escape and rescue openings shall be maintained free of any obstructions other than those allowed by this section and shall be operational from the inside of the room without the use of keys, tools or special knowledge. Residential Code R30.1, Building Code 1029.1 NNE NNNNNNNEE1 Room 16�I UPPER LEVEL FLOOR PLAN (3) HARD WIRED SMOKE/CARBON MONOXIDE DETECTOR W/ BATTERY BACK UP & INTERCONNECTED MASTER E ROOM 2 16.3X18.3 O O O I BEDQM 1 .8x10.3 I I I I I 1 1 1 I i -----� r 1 I I I I I 1 I I 1 I LLi.r�________ �..iyJ BASEMENT FLOOR PLAN THE SUN RESIDENCE K C A P 2532 INDIAN CREEK ROAD XAICHANARCHRECT9 FPLANNER3 BUILDING FOOR PLANS 73a ADELYN DEM SAN OADIEL CA SWS W Q DIAMOND BAR, CALIFORNIA 91765 TELEPHONE 62602 92oS FAx 6202921109 U o w SHEET A4 OF SHE t T --.,* mp9ppAliff a.l no 9allimi111l1 BUILDING EAST ELEVATION NOTES: 0 BUILDING SOUTH ELEVATION MATERIAL AND COLOR EAGLE CAPISTRANO ICC#4660 - ROOFING "VALLEJO RANGE" 3606 VINYL WINDOW MILGARD WINDOW & DOORS - & GLASS DOORS "STYLE LINE" WHITE COLOR EXT. CEMENT DUNN EDWARDS PLASTER DEC742 SMOOTH FINISH 'CAMEO' -4, CAST STONE DUNN EDWARDS DEC743 _. COLUMN 'HIGH NOON' CONC. ANGELUS BLOCK CO. MASONRY WALL SPLIT FACE 'SANDSTONE' ROOF FASCIA DUNN EDWARDS DE6215 PAINTED BY 'WOODEN PEG' DUNN EDWARDS THE SUN RESIDENCE I K C A P KAI CHAN ARCHITECTS+PLANNERS ILLUSTRATIVE ELEVATIONS 2532 INDIAN CREEK ROAD 730 ADELYN OWE SAN GAEHEL CA 9WS m DIAMOND BAR, CALIFORNIA 91765 TELEPHONE 62628292MFAX 6262621109 w SEE ELEVATION DIMENSIONS @ A6 a N WINDOW DUNN EDWARDS DEC743 U SURROUND W/ HIGH NOON' SMOOTH STUCCO FIN, GARAGE DOOR DUNN EDWARDS DE6097 a' & TRASH GATE 'MONTEREY BROWN' 6FRONT WROUGHT IRON _ DOOR W/ GLASS _16 STONEVINEER CORONADO PRO -LEDGE - 'DAKOTA BROWN' WROUGHT IRON DUNN EDWARDS DEA176 GUARD RAIL 'IRON RIVER' SHEET A5 OF SHEETS TYP. ROOF PITCH 3 12 BUILDING NORTH ELEVATION OBUILDING SOUTH ELEVATION MATERIAL AND COLOR 1FRONT DOOR EAGLE CAPISTRANO ICC//4660 STONE VINEER ROOFING "VALLEJO RANGE" 3606_ VINYL WINDOW MILGARDIWINDOW & DOORS STYLE WROUGHT IRON & GLASS DOORS INE" GUARD RAIL 'IRON RIVER' WHITE COLOR SHEET EXT. CEMENT DUNN EDWARDS PLASTER DEC742 SMOOTH FINISH 'CAMEO' NOTES: CAST STONE DUNN EDWARDS DEC743 7 COLUMN 'HIGH NOON' ELEVATIONS CONC. ANGELUS BLOCK CO. MASONRY WALL SPLIT FACE'SANDSTONE' ROOF FASCIA DUNN EDWARDS DE6215 PAINTED BY 'WOODEN PEG' 2532 INDIAN CREEK ROAD DUNN EDWARDS WINDOW DUNN EDWARDS DEC743 0 SURROUND W/ 'HIGH NOON' SMOOTH STUCCO FIN. GARAGE DOOR DUNN EDWARDS DE6097 TELEPHONE 6262829209 FAX 626 282 IM & TRASH GATE 'MONTEREY BROWN' (0 1FRONT DOOR WROUGHT IRON W/ GLASS STONE VINEER CORONADO PRO -LEDGE 'DAKOTA BROWN' WROUGHT IRON DUNN EDWARDS DEAl 76 GUARD RAIL 'IRON RIVER' SHEET NOTES: THE SUN RESIDENCE K C A P KAI CHAN ARCHMCTS + PLANNERS 7 mBUILDING ELEVATIONS A 6 2532 INDIAN CREEK ROAD M ADELYN DFM SAN QABFM- CA W"5 0 DIAMOND BAR, CALIFORNIA 91765 TELEPHONE 6262829209 FAX 626 282 IM OF SHEETS j 86'W. 170. KA TILE I • i� ,: I6"H. 6REEN B6'H. HEDGE AT ;EX. F'LANTIN6 ON i TF"9 OR6ANIG HARK M1LGH TO GOVEfj�/� R/E'P• 12' F)jDM OAK TRUNK, NO PLANi7N6 AND IR�I6ATION SHALL T iPLACE w 7 I I �z� c•uF: PEPPER Io '( nrnz• � `1 '- araA'sa- ,bi res 16Y 5`1 ' ,hb ,hy PLANTING LEGEND "I TREES EX. TREES AND PLANTING O 0TO REMAIN i EX. TREES TO 8E REMOVED (TOTAL i TREE TO BE REMOVED) 0 02 ( CERCIS OCCIDENTALIS 3, BOX WESTERN REDBUD (l)(T) AL 07 1ARBUTUS UNEDO 'COMPACTA' 15 GDWARF STRAWBERRY TREE (L)(T) EXIST. BUILDING PLANTING NOTES 1. PLANTS SHALL BE OF NOA GRADE CONFORMING TO CA. STANDARD GRADING CODE OF NURSERY STOCKS, AVERAGE FOR THE CONTAINER SIZE, HEALTHY, VIGOROUS AND FREE FROM INSECT INFESTATION AND �. +_•- A' DISEASES. .% 2. WORK PROCEDURES APPLYING TO ALL PLANTING AREAS PRIOR TO ✓ PLANT MATERIAL INSTALLATION- (1) ALL DEBRIS, RUBBISH, WEEDS,":�a ROCKS, ETC., SHALL BE CLEARED FROM SITE PRIOR TO PLANT INSTALLATION, (2) FINISH GRADE ARE FREE OF WATER POCKETS, AND i GRADE TO ONE INCH FROM TOP OF CURBS OR PAVING: CONTRACTOR J�`} TO VERIFY ALL GRADING WORK WITH GRADING PLAN, "•' d ^ �atil 3, GROUND COVER INDICATED AREA SHALL BE CONTINUOUS UNDER x r SHRUBS. ? ?, .\-•C,P :'' { `' 4. PLANTING AREAS WHICH HAVE NO GROUND COVER SHALL RECEIVE 3" MIN. FINE REDWOOD BARK AS A GROUND COVER. L 5. TOPSOIL, IF REQUIRED, SHALL CONSIST OF SANDY -LOAM TEXTURE FERTILE SOIL WITH A Ph RANGE OF 6.5 - 7.5 AND AN E.C.E. VALUE,.',;+�' >� THAT DOES NOT EXCEED 3.0. 6. SOIL PREPARATION- PRIOR TO SOIL PREPARATION, CONTRACTOR _ •^` SHALL OBTAIN SOIL TEST FOLLOWING ROUGH GRADING TO DETERMINE1s PROPER SOIL AMENDMENTS. THE FOLLOWING AMENDMENTS ARE FOR BIDDING PURPOSES ONLY, AMENDMENTS RECOMMENDED BY SOIL DWARF STRAWBERRY TREE (LOW WATER) ANALYSIS REPORT SHALL BE USED. PER 1,000 SQ. FT OF SURFACE AREA. ROTO -TILL AMENDMENTS TO A DEPTH OF 6". SHRUB 'IEt1CRIUM FRUTICANS 'AZUREUM' 35 ACHILLEA MILLEFODUM 'PAPRIKA' O74 A 5 GAL AZURE BUSH GERMANDER (L)(S)O 7 GAL PAPRIKA COMMON YARROW (L)(S) r' O 18 S GAL 1 6NIGOZANTHOS 'BUSH TANGO' ORANGE KANGAROO PAW (L)(P) O75 5 GAL PHLOMIS FRUTICOSA JERUSALEM SAGE L S - AT 60" O.C. 09 © 1 GAL `I SITE SOIL, UNLESS OTHERWISE NOTED. PROVIDE GRO-POWER PLANT i O 1i :•t` RN - to 8. CONTRACTOR TO INSTALL AND MAINTAIN PLANTING IN ACCORDANCE O72 5 GAL SANTA BARBARA MEXICAN BUSH SAGE (L)(S) 77 IEUCRIS CHAMAEDRYS GROUNDCOVERS O 5 GAL WALL GERMANDER (L)(P) C1 /;1 •• 1F t1 PARNFLORA HESPERED 249 SF.1 • W o°°00000c��«�%~"�1�• Q 51 C�`-'zQ'�� F� WARM SEASON NRF �iR• • gelc� �dt' �(L\� ���� Q PENNISETUM SETACEUM 'RUBRUM' PURPI I,E FOUNTAIN GRASS L)(P) 2.634 WWI C_ 1 GAL CREE NUM CREEPING MYOPORUM (L)(Gc) © 84 5 GAL �q� of pop - AT 96" O.C. W.U.C.O.LS REGION 4 PLANT FACTOR: (L) -LOW, (M)- 52 SEN�ECIO SER�PENS MODERATE, (H)- HIGH, (T)- TREE, (S)- SHRUB, (GO)- t GAL BLUEC.ALKSTICKS (L)(P) GROUND COVER, (P)- PERENNIAL (V)- VINE Rig! g 112 ill -Ila _� �D rWin, EXIST. BUILDING PLANTING NOTES 1. PLANTS SHALL BE OF NOA GRADE CONFORMING TO CA. STANDARD GRADING CODE OF NURSERY STOCKS, AVERAGE FOR THE CONTAINER SIZE, HEALTHY, VIGOROUS AND FREE FROM INSECT INFESTATION AND �. +_•- A' DISEASES. .% 2. WORK PROCEDURES APPLYING TO ALL PLANTING AREAS PRIOR TO ✓ PLANT MATERIAL INSTALLATION- (1) ALL DEBRIS, RUBBISH, WEEDS,":�a ROCKS, ETC., SHALL BE CLEARED FROM SITE PRIOR TO PLANT INSTALLATION, (2) FINISH GRADE ARE FREE OF WATER POCKETS, AND i GRADE TO ONE INCH FROM TOP OF CURBS OR PAVING: CONTRACTOR J�`} TO VERIFY ALL GRADING WORK WITH GRADING PLAN, "•' d ^ �atil 3, GROUND COVER INDICATED AREA SHALL BE CONTINUOUS UNDER x r SHRUBS. ? ?, .\-•C,P :'' { `' 4. PLANTING AREAS WHICH HAVE NO GROUND COVER SHALL RECEIVE 3" MIN. FINE REDWOOD BARK AS A GROUND COVER. L 5. TOPSOIL, IF REQUIRED, SHALL CONSIST OF SANDY -LOAM TEXTURE FERTILE SOIL WITH A Ph RANGE OF 6.5 - 7.5 AND AN E.C.E. VALUE,.',;+�' >� THAT DOES NOT EXCEED 3.0. 6. SOIL PREPARATION- PRIOR TO SOIL PREPARATION, CONTRACTOR _ •^` SHALL OBTAIN SOIL TEST FOLLOWING ROUGH GRADING TO DETERMINE1s PROPER SOIL AMENDMENTS. THE FOLLOWING AMENDMENTS ARE FOR BIDDING PURPOSES ONLY, AMENDMENTS RECOMMENDED BY SOIL DWARF STRAWBERRY TREE (LOW WATER) ANALYSIS REPORT SHALL BE USED. PER 1,000 SQ. FT OF SURFACE AREA. ROTO -TILL AMENDMENTS TO A DEPTH OF 6". SHRUB 'IEt1CRIUM FRUTICANS 'AZUREUM' 35 ACHILLEA MILLEFODUM 'PAPRIKA' O74 A 5 GAL AZURE BUSH GERMANDER (L)(S)O 7 GAL PAPRIKA COMMON YARROW (L)(S) r' O 18 S GAL GR VILA ROSMARIN FOLIA 'SCARLET SPRITE' 10 1 GREVILLEA (LOAS) - AT -,68" O.C. © 1 GAL 6NIGOZANTHOS 'BUSH TANGO' ORANGE KANGAROO PAW (L)(P) O75 5 GAL PHLOMIS FRUTICOSA JERUSALEM SAGE L S - AT 60" O.C. 09 © 1 GAL SANTOUNA VIRENS GREEN GREEN LAVENDER COTTON (L)(P) SITE SOIL, UNLESS OTHERWISE NOTED. PROVIDE GRO-POWER PLANT i LN 96A LEUCANTHA 'SANTA BARBARA' :•t` RN - to 8. CONTRACTOR TO INSTALL AND MAINTAIN PLANTING IN ACCORDANCE O72 5 GAL SANTA BARBARA MEXICAN BUSH SAGE (L)(S) 77 IEUCRIS CHAMAEDRYS GROUNDCOVERS O 5 GAL WALL GERMANDER (L)(P) 78 PARNFLORA HESPERED 249 SF.1 SL AUGUSIINE GRASS 51 YUCCAlOE RA (L)(S) - AT 60" O.C. SOD WARM SEASON NRF F 02 5 GAL PENNISETUM SETACEUM 'RUBRUM' PURPI I,E FOUNTAIN GRASS L)(P) 2.634 PARVIFODUM C_ 1 GAL CREE NUM CREEPING MYOPORUM (L)(Gc) © 84 5 GAL SEDUM SECTABILE 'AUTUMN JOY AUTUMN JOY STONECROP L)(P) - AT 96" O.C. W.U.C.O.LS REGION 4 PLANT FACTOR: (L) -LOW, (M)- 52 SEN�ECIO SER�PENS MODERATE, (H)- HIGH, (T)- TREE, (S)- SHRUB, (GO)- t GAL BLUEC.ALKSTICKS (L)(P) GROUND COVER, (P)- PERENNIAL (V)- VINE EXIST. BUILDING PLANTING NOTES 1. PLANTS SHALL BE OF NOA GRADE CONFORMING TO CA. STANDARD GRADING CODE OF NURSERY STOCKS, AVERAGE FOR THE CONTAINER SIZE, HEALTHY, VIGOROUS AND FREE FROM INSECT INFESTATION AND �. +_•- A' DISEASES. .% 2. WORK PROCEDURES APPLYING TO ALL PLANTING AREAS PRIOR TO ✓ PLANT MATERIAL INSTALLATION- (1) ALL DEBRIS, RUBBISH, WEEDS,":�a ROCKS, ETC., SHALL BE CLEARED FROM SITE PRIOR TO PLANT INSTALLATION, (2) FINISH GRADE ARE FREE OF WATER POCKETS, AND i GRADE TO ONE INCH FROM TOP OF CURBS OR PAVING: CONTRACTOR J�`} TO VERIFY ALL GRADING WORK WITH GRADING PLAN, "•' d ^ �atil 3, GROUND COVER INDICATED AREA SHALL BE CONTINUOUS UNDER x r SHRUBS. ? ?, .\-•C,P :'' { `' 4. PLANTING AREAS WHICH HAVE NO GROUND COVER SHALL RECEIVE 3" MIN. FINE REDWOOD BARK AS A GROUND COVER. L 5. TOPSOIL, IF REQUIRED, SHALL CONSIST OF SANDY -LOAM TEXTURE FERTILE SOIL WITH A Ph RANGE OF 6.5 - 7.5 AND AN E.C.E. VALUE,.',;+�' >� THAT DOES NOT EXCEED 3.0. 6. SOIL PREPARATION- PRIOR TO SOIL PREPARATION, CONTRACTOR _ •^` SHALL OBTAIN SOIL TEST FOLLOWING ROUGH GRADING TO DETERMINE1s PROPER SOIL AMENDMENTS. THE FOLLOWING AMENDMENTS ARE FOR BIDDING PURPOSES ONLY, AMENDMENTS RECOMMENDED BY SOIL DWARF STRAWBERRY TREE (LOW WATER) ANALYSIS REPORT SHALL BE USED. PER 1,000 SQ. FT OF SURFACE AREA. ROTO -TILL AMENDMENTS TO A DEPTH OF 6". (1) 200 W5UKU-FuwtK. (2) 4 CUBIC YARDS NITROGENIZED, MINERALIZED FIR BARK OR,• t REDWOOD SHAVINGS ii t (3) APPLY PRE -EMERGENT WEED KILLER (DEVRINOL-STAUFFER Ed CHEMICAL CO.) (4) ADD 8 LEIS OF GRO-POWER CONTROLLED RELEASE 12-8-8 PER CUBIC YARD OF MIX l L \, 55#f •'•L trr t t �..,, i t.r Yr"'a ,a,°•'.r } (5) APPLY DAMPENED ORGANIC MULCH 3" THROUGH -OUT ALL "'6" •`' ' PLANTING AREAS BE TWICE AS WIDE AND DEEP AS THE PLANT`'" ,� . l`'1 7. PLANT PITS SHALL �' R00T BALL NATIVE SOIL UNDER ROOT ONLY. ROOT BALL SIDES TO BE ,. • BACKFlLLED AND COMPACTED TO 80%, WITH 100% EXCAVATED NATIVE SITE SOIL, UNLESS OTHERWISE NOTED. PROVIDE GRO-POWER PLANT i TABLETS AT THE FOLLOWING RATES: 1 GAL -2, 5 GAL -5, 15 GAL -10, 24" BOX AND UP- 14.-`-t-.. :•t` RN - to 8. CONTRACTOR TO INSTALL AND MAINTAIN PLANTING IN ACCORDANCE WESTERN R EDBUD (LOW WATER) WITH THE GOVERNING AGENCYS GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS. 9. MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH , PLANT IS PLANTED AND SHALL BE CONTINUED SATISFACTORILY FORA PERIOD OF 90 DAYS AFTER THE TIME OF ALL ITEMS OF THE WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF THE OWNER AND •F LANDSCAPE ARCH. 10. AT THE END OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION, IF THE AREA IS NOT MAINTAINED * , TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, OWNER OR THE ro GOVERNING AGENCY, THE MAINTENANCE OPERATION WILL CONTINUE AT u± NO COST TO THE OWNER UNTIL ALL ITEMS NEEDING ATTENTION REACH SATISFACTION TO THE ABOVE LISTED PARTY. 11. MAINTENANCE FOR AREAS MINIMUM 90 DAYS INCLUDED IN CONTRACT TO BE AS FOLLOWED: w"r•"` ' I; (c) PROPER LIGHT WATERING 5 TIMES DAILY (b) FERTILIZATION- REFERTILIZE 30 DAYS AFTER PLANTING y, (c) WEED CONTROL- RE -APPLY PRE -EMERGENT HERBICIDE AFTER 25 DAYS & CONTINUE AS NEEDED GREVILLEA (LOW WATER) (d) PEST CONTROL- AS NEEDED 12. CONSTRUCTION AROUND EXISTING TREES MUST BE CAREFULLY CONTROLLED AND LIMITED TO ACCESS IN ORDER TO MAINTAIN PROPER SOIL CONDITIONS. SKILLED PRUNING OF THE TREE CANOPIES AND BRANCHES SHOULD BE DONE AT THE DIRECTION OF A CERTIFIED ARBORIST TO REMOVE ANY DEAD OR BROKEN BRANCHES, AND TO PROVIDE THE NECESSARY CLEARANCE FOR THE CONSTRUCTION EQUIPMENTS. 13. SOIL AMENDMENT LISTED IN THIS NOTE IS FOR BIDDING PURPOSE ONLY. ACTUAL AMENDMENTS AND BACKFILL MIXES SHOULD CONFORM TO SOIL ANALYSIS REPORT RECOMMENDATIONS. SOIL TESTING FOR AGRICULTURAL SUITABILITY SHOULD BE DONE FOLLOWING FINAL GRADING AND BEFORE PLANTING, AS THE SURFACE SOIL IN LANDSCAPE AREAS WILL BE DIFFERENT THAN PRIOR TO GRADING WORK. rrnn '10 Y, u u c W Zm W z< n z LZ o 1 E9 8j "E7 D ®e 0 6N "•f ZD 0o n W nom o�n I— ®sam M It ,�:�: N,Dscuf � Wye � 7' GP C ALIt Y Z W 0— Q Z Z Z gg C Z (� 5 u'1 Lu cd ILL U 9 Y W a m V/ Z" p i Z ^ •� o PLANT MATERIAL REQUIRED PERCENTAGE OF MIX PROVIDED PERCENTAGE OF MIX LOT COVERAGE SUMMARY: TREES 9 TOTAL 36" BOX 20% 22.2% TOTAL LANDSCAPED AREA:9,980SF. n 4" BOX DATE REVISIONS 8 15 GAL 809 77.8% 1,443 SF. OF MODERATE WATER USE PLANTS (14.5%) s CP SHRUBS 400 TOTAL 01.13.2016 c ],7485F. OF LOW WATER USE PLANTS (77.6%) 02-04.2076 CP 5 GAL 70% 73.5% E 1 GAL 30% 26.5% 789 SF. OF NONE WATER USE PLANTS (7.9%) GROUNDCOVER COVERAGE WITHIN 2 YEARS 100% 100% HARDSCAPE IN FRONT SETBACK.1,723.1 SF. (18.69%1 9 THE LANDSCAPE PLAN HAS COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPUED THEM FOR THE EFFICIENT sous AS SHOWN DATE 02.04-2016 PRmEallo. pT525 - z USE OF WATER IN THE LANDSCAPE DESIGN PLAN. DRAWN BY Gp 26 CHECKED BY P Ed 0 B 16 32 I I SHEET NO. f5 L1 F OF 1 SHEET Q / - 1 / / - \ ,/ / 1 \ •s0µ Y Ixo v„ // / / / / TOPOGRAPHIC MAP ABBREVIATIONS: '\\ AC ............. A Pholt concrete 9 o°\ COW ........ cone. I, \Yo11 D/A ........... D7Non Appr Dtrr. .......... Driv-,ewoy (;p7, I \\ EAI ............. Electtv I.Ictcr E7 ............ Elecr';,ic Tron,lamer Ex, E.i.ting / N / FF . Fl- floor Elavotlon FH .. .. Fire HYCranl 119 1 \•. / It ... .. Flow lane Elavo(ion ,S%� ItlV...... Invert ElevvUon IP5,ol f '\ \\ \\\\ 1P1�A..... . .. 11-t1BrvA— P -2o,-", '205 \ P/L ........... Pr "ly Boontlory Linc / 11u ], / \ b9 , // �\\/ / /\ 5 \\ / _\ \\ (• ) \\ .. ........ .......... PPavement PWw lonl Wall /'1.°4'SI.IH ...... Sewer ,q W.1lc TRI'/ .. .. 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J N 6924 RLINE OF RIDIAII CREEK ROAD 11 BS'2]'S?" W LOT 92 OF TRACT 110. 23403, Ill THE CRY SCALE:1'=DRAW[ P'.9/Jv/1t RACT NO 23483 !AB ]90/5-19 OF DIAIAOHD, COUIRY OF LOS ANGELES, STATE ELEVATION 200.0°' $UBDIVISIOW SURVEY Et4GINEERING OESIGtJ DATE: 03/03/10 REVISE OF CALIFORNIA, AS PER MAP RECORDED IN 9,f OP CALO°: OR 79D 9000NTY RECORDER lOF SAID COUNtt.IAP5. Ill TRE �ICE pESCRIPTION 8lDIAT (C EEK IJARK 7ROAD © 250.07 WEST 135 N. 9AN cceRlEl BLVD. DIAMOND 2532 INDIAN BAR CCA C91 65AD C/L OF BRAIDED IRAN DRIVE GAR GA3RIEL. CA 91]]5 TEL: (626) 5,0-1918 JOB II SHEET I OP+ I in 19 No 0- A i ILI' f 020, go Fil 11A N WA -CALCULATING AVERAGE SLOPE SLOPE- 0X*2296X0.' A I -CONTOUR INTERVAL IN FEET - I L-SUM?AAMON OF LENGTH OF ALL CONTOURS L -13564W A -AREA IN NET ACRES OF PARCEL BEING CONSIDERED A-tO538 AC. W,--0-Wll.Fzf0--l-lTl=l;c- Oatw-la SLOPE - 0.002296 xl,rZS 6 -2956% GROUTED RIPRAP L = 6' ' TO 3 UNGROUTED RIPRAP 6-8% 18* MIN. DEPTH SLOPE _s -Lk. lye 41RFRAP Com - C -t. DIA-Mifmy Apprm EXISTING GRADE TH 4 FF FIM Fl- B -Um FO RrM Grd. B -11h) 4 She- - 9 BEDDING GRAVEL ri 8h.4- TBfL FO-PIMB.1 Ekl.n N6- HP Hgi, P.H a..um 2' MIN. W. k -d Bd.. ASSOCIATES RIPRAP SLOPE -True. DI-tw/DrIpIlm SCALE. NOT TO SCALE No 0- A i ILI' f 020, go Fil 11A N WA -CALCULATING AVERAGE SLOPE SLOPE- 0X*2296X0.' A I -CONTOUR INTERVAL IN FEET - I L-SUM?AAMON OF LENGTH OF ALL CONTOURS L -13564W A -AREA IN NET ACRES OF PARCEL BEING CONSIDERED A-tO538 AC. W,--0-Wll.Fzf0--l-lTl=l;c- Oatw-la SLOPE - 0.002296 xl,rZS 6 -2956% SMSE I 93 5.OF 2� VICINITY MAP NOWALE CONSTRUCTION NOTES: Q OONST.4ATEA ORAK (2D O(*W.4P.=PFEGCHE[>-40. o o cover. ur x ir CATCH uAm 40 CONUr RF RAP EN3101' DSSPATOR Q Coter. FErA,= WALL ALL RETAINING WALL SHALL BE @ OONST F CONC PAVM IN STUCCO FINISH TO MATCH BUILDING WALL EARTHWORK OUANTRM CUT AND FILL AMOUNT M E1311MATED ONLY. ACTUALLY AMOUNT WAY VARY DUE TO CB FAI.MM(STSIDDION. .=.MT ONGLUDE OVEREXCAVATM-CURD YARES) cur, M aW YARDS, FILL, 201 CURCYARDS, EXPOFIT- W5 OLM YARDS. LEGEND: ABBREVIATIONS: IOOM - D.4p El -Um cis - Cd h Bb 9)11111;:!�F41ft I'll, . =.._ uw (Ba) C3W C,- Moa wa C4-0 Cb ,d QfflM _s -Lk. CLF -Chop LJ*W Fara -.- Prop L=sw.w Com - C -t. DIA-Mifmy Apprm t�p= � EX - Eddlro ARCHITECT. KAI CHAIN (626) 282-9209 FF FIM Fl- B -Um FO RrM Grd. B -11h) 4 She- R. F- Up B -Um ri 8h.4- TBfL FO-PIMB.1 Ekl.n FAX (626) 282-1109 HP Hgi, P.H a..um ab"e Lw W. k -d Bd.. ASSOCIATES EMAI L: infoiTXritechassmiales.com -True. DI-tw/DrIpIlm SCALE: 1'-20' TSRjW _To 13.Rene � JJ' ECTree, Olotnela TEFL TC-T.P.1011,15-lk. Ta - T -P 01 Grid* 13-ilimn Tw— T WAl- W R.L Wd V..d Hbhl .-V= FMM WU - W.Ior W* �-T.PdRt6ftWdElk-U. - Prop. pAta*vwd -q- e � UN E SMSE I 93 5.OF 2� VICINITY MAP NOWALE CONSTRUCTION NOTES: Q OONST.4ATEA ORAK (2D O(*W.4P.=PFEGCHE[>-40. o o cover. ur x ir CATCH uAm 40 CONUr RF RAP EN3101' DSSPATOR Q Coter. FErA,= WALL ALL RETAINING WALL SHALL BE @ OONST F CONC PAVM IN STUCCO FINISH TO MATCH BUILDING WALL EARTHWORK OUANTRM CUT AND FILL AMOUNT M E1311MATED ONLY. ACTUALLY AMOUNT WAY VARY DUE TO CB FAI.MM(STSIDDION. .=.MT ONGLUDE OVEREXCAVATM-CURD YARES) cur, M aW YARDS, FILL, 201 CURCYARDS, EXPOFIT- W5 OLM YARDS. LEGEND: ABBREVIATIONS: IOOM - D.4p El -Um cis - Cd h Bb 9)11111;:!�F41ft I'll, . =.._ uw (Ba) C3W C,- Moa wa C4-0 Cb ,d QfflM _s -Lk. CLF -Chop LJ*W Fara -.- Prop L=sw.w Com - C -t. DIA-Mifmy Apprm t�p= � EX - Eddlro ARCHITECT. KAI CHAIN (626) 282-9209 FF FIM Fl- B -Um FO RrM Grd. B -11h) 4 She- R. F- Up B -Um ri 8h.4- TBfL FO-PIMB.1 Ekl.n FAX (626) 282-1109 HP Hgi, P.H a..um ab"e Lw W. k -d Bd.. ASSOCIATES EMAI L: infoiTXritechassmiales.com -True. DI-tw/DrIpIlm G-gd-k TSRjW _To 13.Rene � JJ' ECTree, Olotnela TEFL TC-T.P.1011,15-lk. Ta - T -P 01 Grid* 13-ilimn Tw— T WAl- W R.L Wd V..d Hbhl .-V= FMM WU - W.Ior W* �-T.PdRt6ftWdElk-U. - Prop. pAta*vwd CLIENT: SUBDIVISION LAND SURVEY CfflSnNE SUN A CIVIL ENGINEERING Efnalh chtiollne,aricoln1coirn & DESIGN ARCHITECT. KAI CHAIN (626) 282-9209 TRITECH 135 N. SAN CABRI EL BLVD, TEL+ SAN GABRJ EL, CA 91775 FAX (626) 282-1109 ENGINEERING TEL; (626)570-1918 FAX: (626)737-6786 EnnaD kalchan-yahoo=m ASSOCIATES EMAI L: infoiTXritechassmiales.com CONCEPTUAL GRADING PLAN SCALE11120' DRAWN 7, DAM. 03-09-16 2532 INDIAN CREEK ROAD DIAMOND BAR CA 91765 SHEET I OF 1 1 -100219 EAGLE ROOF TILE, CAPISTRANO "VALLEJO RANGE" 3606 VINYL WINDOW & SLIDING DOORS MILGARD'STYLE LINE' WHITE MASONRY BLOCK WALL -.SPLIT FACE ANGELUS BLOCK'SANDSTONE11 e sunwoomwo; l -mu I NJ aliRolAilf, Lffilk I I mwiwmi U911111 ilk Attachment 3 EXT-. CEMENT PLASTER, SMOOTH FIN. DUNN EDWARDS DEC 742'CAMEO I o(ol FAA I On 1 0 lolvivi 0 Is] wili VAN I note] 010 loli kyl-M N 0 RF 0 ',1 T Z 9 i f -,15 O lillrAlk ilk Attachment 4 .�. SITE: 2532 INDIAN CREEK ROAD DIAMOND BAR, CALIFORNIA 91765 MR. KAI CHAN KAI CHAN ARCHITECTS AND PLANNERS INC. 730 ADELYN DRIVE SAN GABRIEL, CA 91775 626-282-9209 PREPARED BY: ANN BURROUGHS INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST RM -7143A REGISTERED CONSULTING ARBORIST#529 CALIFORNIA LICENSED LANDSCAPE ARCHITECT#4260 14551 KILLION STREET SHERMAN OAKS, CALIFORNIA 91411 818-331-1608 FEBRUARY 5, 2016 FEBRUARY 5, 2016 CONTENTS ANN BURROUGHG,ISA SUMMARY................................................................................................................. 1 BACKGROUND ----------------..------------------. � 1 ' � ASSIGNMENT........................................................................................................... � 2 � TREE CHARACTERISTICS AND SITE CONDITIONS ............................................. 2 TREE HEALTH AND DEFECTS ................................................................................ 2 IMPACT ANALYSIS AND SPECIFIC RECOMMENDATIONS .................................... 3 MITIGATION.............. ..................... ............................ ............................................................... 4 WORK WITHIN THE PROTECTED ZONE .............. ........................................................................... 4 WORK OUTSIDE VrTHE PROTECTED ZowE—...................... —......... .......................................... 5 PLANTING WITHIN THE PROTECTED ZONE ...................................................................................... 5 TREE MAINTENANCE AND PRUNING OPERATIONS ..................................... .................................... � U WATERING AND FERTILIZATION ................... ............................................ �--_--------'S DISEASESAND INSECTS ..................................... .......................................................................... 7 GRADECHANGES ....................................................................................................................... '7 ' INSPECTION............................... —............................ .............................................................. WARRANTY.............................................................................................................. 8 CERTIFICATION OFPERFORMANCE ..................................................................... Q CERTIFICATIONS AND CURRICULUM VITAE ...................................................... 1O APPENDIX /\— FIELD EVALUATION FORMS ........................................................ 13 APPENDIX B—PHOTOGRAPHS ........................................................................... 18 APPENDIX C—PROTECTED TREE LOCATION MAP .......................................... 18 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS,�- PAGE i FEBRUARY 5, 2016 SUMMARY ANN BURROUGHS, ISA Construction of a single-family residence at 2532 Indian Creek Road, Diamond Bar, California is proposed. There are two protected coast live oak trees on the property within the immediate vicinity of construction. The project Architect, Engineer and Contractor have worked to minimize impacts to the oak trees and the design will allow both trees to remain. No protected trees would be removed but one protected oak tree would be impacted to allow for construction of the new house, driveway,, retaining walls, and associated amenities. BACKGROUND. On January 25, 2016 Kai Chan, Kai Chan Architects and Planners, contacted me regarding an oak tree report for the property located at 2532 Indian Creed Road, Diamond Bar, California. At the request of the property owner, Mr. Chan is designing a new single-family residence to be constructed on the site. Ine si e currehitly contains an 6XIStIng U fames ertcvvhlelrwill be derlisl The site contains two protected coast live oak trees (Quercus ag-ifolia) in the vicinity of the proposed residence. The property owner is aware of the value mature oak trees contribute to the property and does not wish to damage or remove the trees if at all possible. This report was prepared in accordance with Chapter 2238 of the City of Diamond Bar Municipal Code, relating to Tree Preservation and Protection and with the standards of the City of Diamond Bar and the International Society of Arboriculture. The City of Diamond Bar recognizes the importance of the region's native trees. It is the intent of the Tree Preservation and Protection Ordinance to protect and preserve these trees and when removal is allowed as a result of new development to require their replacement. Unless allowed by a Protected Tree Permit, no person shall cut, prune, remove, relocate, or otherwise destroy a protected tree. The general plan, as the overall policy document for the city, requires the preservation and maintenance of the following species: • All native oak trees (Quercus spp.,) which equal or exceed eight inches in diameter when measured at a point 4-1/2 feet above natural grade; © California sycamore (Platanus race»iosa) which equal or exceed eight inches in diameter when measured at a point 4-1/2 feet above natural grade; • All Dative willow trees (Salic: spp.) which equal or exceed eight inches in diameter when measured at a point 4-1/2 feet above natural grade; • California black walnut (Juglans californica) which equal or exceed eight inches in diameter when measured at a point 4-1/2 feet above natural grade; © Trees of significant historical 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; • A stand of trees, the nature of which makes each tree dependent upon the others for survival. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS ?s PAGE 1 FEBRUARY 5, 2016 ASSIGNMENT ANN BURROUGHS, ISA During my January 25, 2016 email with Mr. Chan, I agreed to provide the following services: Document findings related to a field.inventory and ground -level visual analysis of the oak trees, including photographs and a tree location map. Analyze potential direct impacts to the oak trees that might result due to the proposed construction program. Present recommendations with respect to protection of the oak trees during construction activities, as well as any treatments that would serve to improve or promote their health. I was retained by Mr. Chan to prepare an oak tree report in accordance with.the guidelines set forth by the City of Diamond Bar Tree Ordinance. This report is based on my site visit dated January 30, 2016, conversations with Mr. Chan, and my review of the architectural and grading plans provided by Kai Chan Architects and Planners, received January 25 and 26, 2016. The scope of work included a basic visual ground evaluation of the cultural and physical conditions of the protected trees. Pertinent data was recorded on January 30, 2016 on the Field Evaluation Forms contained in Appendix A. A photograph of each tree is provided in Appendix B for general reference and record purposes. A Tree Location Map is included in Appendix C. This map was prepared using the plan provided by Kai Chan Architects and Planners. All information provided by the preparer is certified to be true and correct as of the date of the field observations. TREE CHARACTERISTICS AND SITE CONDITIONS The site is approximately 45,720 square feet and currently contains a single-family residence which will be demolished. The terrain slopes steeply upward from the street at the north to the existing building pad. Behind the residence the terrain slopes downward toward the rear of the property. The property owner intends to construct a single -story, single-family residence on the site with a footprint of approximately 4,765 square feet. The front yard contains one mature coast live oak tree, located on the steep slope adjacent to Indian Creek Road near the northwest corner of the existing residence. There is a second mature coast live oak tree in the rear yard, near the southwest corner of the existing residence. There are additional protected trees on the rear portion of the property. These trees are not in the vicinity of proposed construction and therefore were not inventoried. All of the protected trees appear to have been self -generated. The remaining existing vegetation in the vicinity of the proposed construction consists primarily of ornamental trees and shrubs. Detailed information with respect to diameter, number of trunks, height, canopy dimensions, form, crown class, age class, and pruning history is provided for the subject trees on the Field Evaluation Forms in Appendix A. The trees were tagged on their northerly sides using round aluminum tags with identifying numbers. TREE HEALTH AND DEFECTS Specific tree health details are documented for the subject trees on the Field Evaluation Forms in Appendix A. Issues noted include foliage color, density, leaf size, presence of epiconnic growth, and twig dieback. Assessment of relative annual shoot growth, woundwood development and vigor are also provided. Specific tree defects were evaluated and noted as to their location (root crown, trunk, 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS a PAGE 2 FEBRUARY 5, 2016 ANN BURROUGHS, ISA scaffolds, or branches), as well as the severity of the defect. Any recommended treatments are also noted on the Field Evaluation Forms. The current overall health and appearance ratings of the trees are provided in the following table: Tree Botanical Common Height Dhh Spread Health Appearance Disposition # Name Name (Feet) (Inches) (Feet) 92 Quercus coast live oalc 45 24 43 C C Encroach agrifolio 93 Quercus coast live oalc 25 9,7 22 C C Retain agrifolio IMPACT ANALYSIS AND SPECIFIC RECOMMENDATIONS The project impacts to the protected trees on this site may be summarized as follows: Total number of protected trees listed on map diameter an anger Total number of dead trees at site Total number of protected trees to be removed (not including dead trees, including p protected trees where natural grade within dripline is changed) Total number of protected trees to be impacted by construction (within protected zone) 1 Total number of protected trees not dead, not to be removed, and/or where natural 1 grade is unchanged The property owner desires to construct a single -story, single-family residence on the property. The Architect has designed the residence and site -work in order to retain all of the oak trees on the property. The project as proposed would not result in the removal of any protected trees but would result in encroachment within the protected zone of one oak tree. Specific comments with respect to potential impacts to the trees are as follows: Tree Number 92 —This mature coast live oak tree is located near the southeast corner of the existing residence. Grading to create the garage, retaining wall at the south edge of the driveway, and the rear terrace would occur within the protected zone of the tree. Grading and construction would come no closer than 14 feet from the trunk on the tree's northerly and westerly sides. Mr. Chan has stated that he has discussed the work with the engineer and contractor, who have stated they will turn the retaining wall footing inward and that only one foot of over -excavation beyond the face of retaining wall will be required. No pruning will be required to construct the improvements. This impact is considered moderate due to the distance of the work from the trunk. Excavation for the retaining wall and terrace should be performed with hand tools under the direct observation of this office to insure that any roots encountered are not damaged. It is highly unlikely this wort: will impose long-term adverse impacts on the tree, as long as the excavation and construction are performed carefully and in accordance with the General Recommendations that follow. Tree Number 93 — This mature coast live oak tree is located at the front of the property near Indian Creek Road. No direct impacts are anticipated for this tree. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 41 PAGE 3 FEBRUARY 5, 2016 ANN BURROUGHS, ISA The following activities will serve to improve the overall health, safety and long-term aesthetic value of the oak trees: 1. Fence the trees at the edge of the protected zones or the approved work limits in accordance with the specifications contained in the following General Recommendations section and as indicated on the Tree Location Map. 2. All future pruning should be performed by a qualified tree contractor. Pruning operations Should be consistent with ANSI A300 Standards — Part 1 Pruning and the most recent edition of the International Society of Arboriculture Best Management Practices for Tree Pruning, 3. No vehicles, equipment, materials, spoil or other items should be used or placed within the protected zone of any oak tree at any time, except as specifically required to complete the . approved work. 4. Locate wash-out retention areas as far away from tree protected zones as possible. 5. Prior to occupancy, mulch each existing protected tree throughout the dripline with four inches of organic mulch as needed to supplement natural leaf litter. 6. Monitor annually for symptoms of stress or decline such as abnormally small or wilting leaves, pale coloration of leaves, early leaf drop, thinning foliage, defoliation, epicormic shoots, poor annual twig growth, twig and branch dieback, peeling bark, or attack by borers or other opportunistic pests. Trees that are. stressed should be dealt with as soon as possible. Consult with a tree care professional to evaluate the health and condition, diagnose problems, and recommend the proper treatment for the stressed trees. MITIGATION The City of Diamond Bar proscribes mitigation for the approved removal of a protected tree. Currently the minimum requirement for protected tree replacement is 3:1 for residential parcels greater than 20,000. The property owner does not intend to remove any protected trees to construct the project, therefore no mitigation is proposed. GENERAL RECOMMENDATIONS The following general recommendations should be followed to establish and maintain a healthy cultural environment for the protected trees. It must be understood that these recommendations apply to protected trees in general; specific questions should always be referred to the tree consultant. WORK WITHIN THE PROTECTED ZONE The protected zone is an area surrounding a tree, usually defined by local ordinance. It typically includes all area within the drip line of the tree, plus five feet beyond the drip line. This distance must generally be no less than 15 feet from the trunk. Given the high sensitivity of California oak trees, great care must be taken when work is conducted within the protected zone. Specifically: Observation -- All work conducted within the protected zone of a protected oak tree should be performed within the presence of a qualified arborist. Usually this work will also require a permit from the local government. This will help to insure that work is performed in a manner that will not harm the trees. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 4 FEBRUARY 5, 2016 ANN BURROUGHS, ISA Notice -- Forty-eight hours notice should be provided to the arborist prior to the planned start of work. This notification must usually be provided to the local government also. The notice will insure that the project receives the highest possible scheduling priority and avoid delays. Hand Tools -- All work should be accomplished with the use of hand tools only. Except under special circumstances, tractors, backhoes and other vehicles cannot be operated in a manner that will preserve major tree roots, minimize soil compaction, and insure the safety of both the vehicle operator and the tree. Certification -- All work conducted within the protected zone should be certified by a qualified arborist. For work performed under a permit, this may be a requirement of the local govermrnent. WORK OUTSIDE OF THE PROTECTED ZONE To protect trees within the vicinity of major construction, trees should be temporarily fenced at the edge of the protected zone or at the edge of the approved limits of work prior to the begilming of deniolition,grading and construction operations on a site. The fence should be constructed of chain _ link material, a minimum of five feet in height. The arborist should be contacted to develop a tencing plan, generally required by local ordinance. The fence may be removed at the completion of the construction upon approval by the local govermnent. PLANTING WITHIN THE PROTECTED ZONE Planting within the protected zone of a California native oak tree is discouraged. Ideally, the leaf litter from the tree should be allowed to collect beneath the tree, creating a natural mulch and fertilizer. If planting is necessary or the natural leaf litter is removed, the following should be considered: Plant Material -- Only drought tolerant plantings should be utilized. All plantings should be compatible with native trees. A good reference for compatible plant material for oak trees is Compatible Planting s under and around Oaks by the California Oak Foundation. Irrigation -- No spray -type irrigation systems should be used within the protected zone of an oak tree. It is important that sprinkler systems do not throw water against the trunk of an oak tree. A continuously wet soil condition near the root crown, the area where the tree trunk meets the ground, favors the growth of predatory disease organisms. The two most prominent organisms in Southern California are Avocado Root Rot (Phytoph.thora ciM=770777i) and Oak Root Fungus (Arnzillaria »zellea). As an. absolute minimum, all irrigation should be at least 15 feet from the trunk. Resistant Varieties -- Avoid plants that are susceptible to either Avocado Root Rot or Oak Root Fungus. Native oak trees are particularly susceptible to these diseases in developed areas. Avoiding other plants susceptible to these diseases will also help to keep the diseases in a dormant state. Consult publications by the University of California Cooperative Extension for plant lists. Mulch -- Place a four -inch thick layer of organic mulch throughout the protected zone of each tree. Aesthetically pleasing options include crushed walnut hulls and shredded bark. These mulches are beneficial when the natural leaf litter is not available, minimizing evaporation and providing weed control. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KA[ CHAN ARCHITECTS AND PLANNERS � PAGE 5 FEBRUARY 5, 2016 ANN BURROUGHS, ISA TREE MAINTENANCE AND PRUNING OPERATIONS Most California native oak trees require very little pruning, with the exception of periodic removal of deadwood. However, if a tree has a major defect, the employment of proper pruning practices may be more desirable than the uncontrolled damage that could otherwise occur. Always consult qualified professionals for advice. Ornamental or Aesthetic Pruning -- Removal of live tissue for the purpose of altering the appearance of a California native tree is not desirable and is generally not allowed under local ordinances. Activities such as thinning out, heading up, or other similar practices contribute to the onset of insect and disease attacks. Deadwoodin -- Removal of dead tissue, regardless of size, may usually be performed without a permit. All pruning should follow standards endorsed by the International Society of Arboriculture. Other Pruning Operations -- Branches that are considered to be unsafe due to decay, cavities, cracks, physical imbalance, fire damage, disease, or insects should be referred to a qualified arborist for inspection, especially if the branches exceed two inches in diameter. A permit is generally required o remove suEh brancli s -A brief written rt-wi i -be prepared TTtile ar -isto proasis for the request. Cavities and Hollows -- Cavities and hollows should be kept free of loose debris. Some contain decayed wood; these should generally be referred to a qualified arborist for treatment. Concrete or other materials should not be used to seal or fill in cavities or hollows. These materials create a haven for diseases and insects over time. Openings may be covered with screening to prevent debris build- up. Wound Seal -- Pruning wounds should generally not be sealed with any type of compound. Over time, these materials crack and create entry points for disease and insects. A healthy tree will create wound wood over a proper pruning cut to reduce the possibility of pathogen entry. WATERING AND FERTILIZATION Winter rains should be sufficient to provide the water needed for California native oak trees in natural areas. Native oak trees in landscaped areas will usually receive enough water from adjacent plantings. If you suspect that your tree is in need of supplemental water, contact a qualified arborist for advice. Watering -- If supplemental water is required, a low volume soaker hose could be utilized. Apply the water at various locations, just outside the drip line of the tree. A total of 15 to 20 hours of low volume application should suffice. Repeat this watering cycle every one to two months as needed. Water should generally not be applied in the summer except under severe drought conditions, as native trees have evolved without summer water. Fertilization -- Fertilizer can be applied along with the water but as general rule is unnecessary and could be harmful. Consult a qualified arborist for a specific recommendation if a nutrient deficiency is suspected. If fertilization is recommended, follow the manufacturer's directions carefully. A total of 0.75 pound of actual nitrogen per inch of trunk diameter per year is a basic rule -of -thumb. Over - fertilization can be deadly. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 6 FEBRUARY 5, 2016 DISEASES AND INSECTS ANN BURROUGHS, ISA Effective pest control starts with observation by the homeowner. Changes, such as abnormal leaf drop, oozing sap, and discolored or dying leaves indicate that something has changed and expert inspection is required. Homeowners should be very careful when using pesticides around California native trees. Herbicides should never be utilized within one hundred feet of a native tree, unless applied by a certified pesticide applicator. Misuse of these compounds can lead to the death of beneficial organisms or even to the death of the tree. GRADE CHANGES Any change to the grade at the root crown of a California native oak tree can have a negative impact. As little as six inches can lead to the death of the tree. Drainage patterns should be maintained to prevent water from flowing and ponding at the base of a tree. If fill soil exists, use a shovel to remove the excess soil. The flare at the root crown should just be visible. INSPECTION California native oak trees should be inspected on a periodic basis by a qualified arborist. The inspection basis should be determined by the relative hazard value of the tree. For example, trees surrounding a high -use business should be inspected on a quarterly basis, whereas trees located within a low -use open space might only require bi-annual inspection. It is the responsibility of the property owner to establish and implement an appropriate inspection schedule upon the recommendation provided by a qualified arborist. 2532 INDIAN CREEK ROAD, DIAMOND BAR; CA KAI CHAN ARCHITECTS AND PLANNERS,!. PAGE 7 FEBRUARY 5, 2016 ANN BURROUGHS, ISA WARRANTY The trees discussed herein were generally reviewed for physical, biological, functional, and aesthetic conditions. This examination was conducted in accordance with presently accepted industry procedures: an at -grade, basic visual observation only. No extensive microbiological, soil/root excavation, upper crown examination, nor internal tree investigation was conducted and therefore, the reportings herein reflect the overall visual appearance of the tree on the date reviewed. No warranty is implied as to the potential failure, health or demise of any part or the whole of any tree described in this report. Clients are advised that should physical or biological concerns be evidenced for any specimen within this report, prudent further investigation, detailed analysis or remedial action may be required. As living organisms, plants continually exhibit growth and response to envirorurrental changes that influence the development, health and vigor of the specimen. These influences may not be externally visible and may be present or develop over various time periods depending on the site conditions: It is recommended that due to the general nature of plant development and continued enviromnental and physical influences on vegetation at a specific site, regular monitoring by a qualified arborist is scheduled. Locations of property lines or exact tree locations, site amenities, structures or easements are assumed to be as illustrated on any enclosed maps. They are a composite of information provided by the client, records of fact -and/or on-site field review. No investigation was made to verify these conditions. This report represents the independent opinion of the preparer and was conducted per the client's scope of request. The report is therefore limited to the extent described herein. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS a PAGE 8 FEBRUARY 5, 2016 CERTIFICATION OF PERFORMANCE I, Ann Burroughs, certify that: ANN BURROUGHS, ISA O I have personally inspected the trees and the property referred to in this report and have stated my findings accurately. The extent of the evaluation or appraisal is stated in the attached report and the Terms of Assignment. o I have no current or prospective interest in the vegetation or the property that is the subject of this report and have no personal interest or bias with respect to the parties involved. The analysis, opinions, and conclusions stated herein are my own and are based on current. scientific procedures and facts. o My analysis, opinions, and conclusions were developed and this report has been prepared according to commonly accepted arl5oricullurat MR Ices. o No one provided significant professional assistance to me, except as indicated within the report. o My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party or upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events. I further certify that I am a member in good standing of the American Society of Consulting Arborists and the International Society of Arboriculture. I have been involved in the field of Arboriculture and the care and study of trees for over 16 years. gar rtu rc n� sur tran.�%, eC` u��t LI ray. .tuunur.r. tnJ °`Isvltiag ��bot February 5, 2016 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 9 FEBRUARY 5, 2016 CERTIFICATIONS AND CURRICULUM VITAE ANN BURROUGHS, ISA 4-14 The .American Sociely Of Consulting Arborists in recognition offid/iffinent oj'ihe requirements for Registered Consulting Arborisr@ stants confers upon Ann Burroughs.) RCA #529 Registered A9embers1rip Gordon Mann, RCA #4 D President International society of -A-16oriculture" ISA Certified Arborist" A 4 Beth W, lPalys%, FASAE,CAE Executive Director Debra Burroughs U-- Certificate Number: RM -7143A Expiration Date: Dec 31, 2016 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4. PAGE 10 FEBRUARY 5, 2016 Curriculum Vitae ANN BURROUGHS, ISA Ann Burroughs, ASCA, ISA Registered Consulting Arborist, Landscape Architect Education American Society of Consulting Arborists Consulting Academy, 2010 BS, Horticulture, summa cum laude, California State Polytechnic University, Pomona, June 2007 Professional Certificate in Landscape Architecture, UCLA Landscape Architecture Program, June 1996 Consulting Experience Independent ArboricuItural Consultant, 2007 to present Oak Tree and Landscape Consultant City of Agoura Hills, November 2007 to July 2015 Review plans and documents for compliance with City oak. tree and landscape ordinances; perform nursery stock inspections, field inspections and planting and irrigation installations. Attended planning commission and city meetings associated with projects. (Sub -consultant to Seven Elle Ranch Design, Inc., Simi Valley, CA) I-405 Sepulveda Pass Project, Los Angeles, CA Performed tree and vegetation surveys (Sub -consultant to Seven Elk Ranch Design, Inc., Simi Valley, CA) Stone Canyon Water Quality Improvement Project, Los Angeles, CA Monitored and provided maintenance recommendations for trees being preserved during and after construction (Sub -consultant to Seven Elk Ranch Design, Inc., Simi Valley, CA) Anaheim Unified High School District, Anaheim, CA Performed various tree health assessments (Sub -consultant to Seven Elk Ranch Design, Inc., Simi Valley, CA) Mid -City Exposition LRT Project, Los Angeles, CA Performed various tree health assessments (Sub -consultant to Seven Elk Ranch Design, Inc., Simi Valley, CA) Port of Los Angeles, San Pedro, CA Performed tree health assessment of Phoenix Ca170riensis at Fanfare Fountain and Water Feature (Sub -consultant to Seven Elk Ranch Design, Inc., Simi Valley, CA) Vons Market Alterations and Additions, Pasadena, CA Collected data for and prepared tree report for private developer as required by municipality Development of IS -Unit Apartment Building, Pasadena, CA Collected data for and prepared tree report for private developer as required by municipality 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS a. PAGE 11 FEBRUARY 5, 2016 Professional Experience ANN BURROUGHS, ISA Planting Design Instructor, UCLA Landscape Architecture Program, Los Angeles, CA Summer 2004 Landscape Architect, Olea Landscape Architecture, Los Angeles, CA October 2002 - September 2004 Landscape Architect, Denis L. Kurutz, ASLA & Associates, Inc., Pasadena, CA May 2001 - October 2002 Landscape Architect, Senior Associate, Lawrence R. Moss, ASLA & Associates, Inc., Glendale, CA January 1998 - May 2001; Proposal Writer, June 1995 - December 1997 Professional Qualifications California Licensed Landscape Architect, Number 4260 Registered Consulting Arborist Number 529 ISA Certified Arborist, Number RM -7143A ISA Tree Risk Assessment Qualified Professional Affiliations American Society of Consulting Arborists (ASCA) International Society of Arboriculture (ISA) Western Chapter International Society of Arboriculture (WCISA) Street Tree Seminar, Inc. 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4. PAGE 12 FEBRUARY 5, 2016 APPENDIX A- FIELD EVALUATION FORMS ANN BURROUGHS, ISA 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERSr. PAGE 13. FEBRUARY 5, 2016 ANN BURROUGHS, ISA FIELD EVALUATION FORM Owner: y / ❑ public Al private ❑ unknown ❑ other- SitelAddress:! 531 lL� t Cr�H L ,fix Lomas Guide: Page: _ Coordinate: AP -1 _ Date: ll3i Inspector: _ Date of last inspection: ❑ not previously inspected TREE CHARACTERISTICS (,j Tree #: `2, Species:)O Quercus agrifolia ❑ Quercus lobata ❑ other #oftrunks:dbH(inches): 2-+ Height (feet): Compass direction N NE E SE S SW W NW Dripline (feet) 2,� -- (r ?-A- 2-2, /H -2-0 1(;p `ZZ. Clearance to canopy (feet) 19 1 tj c v 1— /j- — (-1y /— 1_ Form: flgenerally symmeldo O minor asymmetry ❑ major asymmehy ❑ stump sprout ❑ slag -headed Crown class: f4 dominant ❑ co -dominant ❑ intermediale ❑ suppressed Age class: ❑ young ❑ semi-malure ffmature ❑ over-mature/senescent Live crown ratio: -�529 % Pruning history: ❑ crown cleaned ❑ excessively thinned ❑ topped J?� crown raised ❑ pollarded ❑ crown reduced ❑ flush cuts ❑ cabled/braced ❑ none 121 mulliple pruning events Approximate dates: ❑ unknown Special Value: ❑ specimen ❑ herilage/historic ❑ wildl fe ❑ unusual ❑ street tree ❑ screen ❑ shade Egindigenous 19'protecled by government agency TREE HEALTH J Foliage color:,roo&real ❑ chlorotic ❑ necrotic Epicormics-V Twig Dfeback? Y Foliage density: ❑ normal [sparse Leaf size: V(normal ❑ small Annual shoot growth: ❑ excellent 19average epoor Major pests/disQases: Woundwood development: ❑ excellent ❑ average 9 poor ❑ none Vigor class: ❑ excellent ❑ average (fair ❑ poor Growth obstr ions: ❑ slakes ❑ wire/ties ❑ signs ❑ cables ❑ curblpavement ❑ guards ❑ other SITE CONDITIONS Site character:I{esidence ❑ commercial ❑ industrial ❑ park ❑ open space gnalural ❑ woodland/forest Landscape type. ❑ parkway O raised bed ❑ conlainer ❑ mound ❑ lawn ❑ shrub borrddee ❑ wind break Irrigation: P.one Eladequate ❑ inadequate ❑ excessive ❑ trunkwetted Pavemer} If ifted? Y N Recent site disturbance? Y ® ❑ construction ❑ soil disturbance ❑ grade change ❑ line clearing ❑ site clearing %driplinepaved: 0°' 10-25% 25-50% 50-75% 75-100% %driplinewlfillsoil: 0°' 10-25% 25-50% 50-75% 75-100% %dripline grade lowered: % 10.25% 25-50% 50-75% 75-100% Soil problems: ❑ drainage ❑ shallo ❑ compacted ❑ droughty ❑ saline ❑ alkaline ❑ acidic. ❑ small volume ❑ disease center ❑ history of failureZosay ❑ expansive Wslope \3 (� aspect `7 Obsfruc6 lights ❑ signage ❑ line -of -sight ❑ view ❑ overhead lines ❑ underground utilities IJ ❑ adjacent vegetation ❑ other Exposure to wind: V single Iree ❑ below canopy ❑ above canopy ❑ recently exposed ❑ windward, canopy edge ❑ area prone to windthrow, Prevailing wind direction: Occurrence of snowlice storms: Klever ❑ seldom ❑ regularly 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 14 FEBRUARY 5, 2016 ANN BURROUGHS, ISA FIELD EVALUATION FORM - PAGE 2 OF 2 Tree Number q �--__ TARGET Use Under Tree: Wit ' o ❑ parking ❑ traffic _Q, pedestrian ❑ recreation ❑ landscape ❑ hardscape ,�f small features ❑ utility lines Can target be moveH? Y Man use be restricted? Y 61 Occupancy: ❑ occasional use ❑ intermittent use ❑ frequent use Idconslant use TREE DEFECTS - Noted as applicable ROOT DEFECTS: Suspect root rot? Y (9Mushroomiconk present? Yo ID: Exposetots: ❑ severe ❑ moderate ❑ low Undermined: ❑ severe ❑ moderate ❑ low Rooted: feet from trunk Root area affected: 46 Buttress wounded? Y N When: Restrfc d root area: ❑ severe ❑ moderate O low Potential for root failure: ❑ severe ❑ moderate ❑ low Lt0: IP degrees from vertical f� natural ❑ unnatural-Aself-corrected Soil heaving? Y (id Decay in plane of lean? Y N Roots broken? Y N Soil cracking? Y N Lean severity: ❑ severe ❑ moderate ❑ low Compounding factors: — �nrsw F = severe. m = moderate, L _ low DEFECT ROOTCROWN TRUNK SCAFFOLDS BRANCHES Poor taper Bow, sweep Co -dominants, forks Multiple attachments Included bark Excessive end weight Crackslsplits Hangers Girdling Wounds/seam Decay Cavity Conks/mushrooms Bleeding/sap flow Looselcracked bark Nesting holelbee hive Deadwoodistubs overs enniteslanls Cankerslgailsrburis Previous failure RECOMMENDED TREATMENT Prune: ❑ remove defective part ❑ reduce end weight ❑ crown clean ❑ thin ❑ raise canopy ❑ crown reduce ❑ restructure ❑ shape i Pest7/5 trot: Cable/Brace: Othtiviffes: ❑ aerate soil ❑ remove rill soil ❑ remove irrigation/planting ❑ remove wire, etc. ❑ fedilize/water Inspectfu ser: ❑ root crown ❑ decay ❑ aerial 11monitor Remove tree? Y IJ Replace tree? Y N Move target:? Y N Other. !! ❑ no action required at this time Effect on adjacent trees:none ❑ evaluate Notification: ❑ owner ❑ manager governing agency Dale: ADDITIONAL COMMENTS OV9( - 6th 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 46 PAGE 15 FEBRUARY 5, 2016 ANN BURROUGHS, ISA FIELD EVALUATION FORM Owner: // __ �❑ puubliic� IRprivale ❑ unknown ❑ other. Site/Address J S3� leu `'-� �rF f.[/i✓'T oas Gude: Noe: _ Coordinate: _ r Date:7 /CrJ Inspector. A-8_ Date of last inspection: _ ❑ not previously inspected TREE CHARACTERISTICS Tree 9: 3 _ Species:Quercus agrirolia ❑ Quercus lobafa ❑ other q qrri 9oftrunks: dbH(inches): !%( I Height (feet): Form -19 generally symmetric'! minor asymmetry ❑ major asymmetry ❑ stump sprout ❑ stag -headed Croom class: ❑ dominant pLco•dominant �intermediale ❑ suppressed Age class: ❑ young ❑ semi -mature Xmalute ❑ over-mature/senescent Live crown ratio: Pruning history: ❑ crown cleaned ❑ excessively thinned ❑ topped ❑ crown raised ❑ pollarded ❑ crown reduced ❑ flush cuts ❑ cabledibraced ❑ none Amultiple pruning events Approximate dates: ❑ unknown Special Value: ❑ specimen ❑ heritagel istonc wi lite Uunusual ustreetuee',0-screen Mtrade—;tWrrdigenoos—E!4mtected-b government agency TREE HEALTH Lit Foliage color:,gnormat ❑'chlorotic ❑ necrotic Woundwood development: ❑ excellent ❑ average 1260or ❑ Epicormics? Y © Twig Dieback? Y N none Vigor class: ❑ excellent 'f average Yfair ❑ poor Foliage density normal ❑sparse Growth obs ons: ❑ stakes ❑ once/fies ❑ signs ❑ cables Leaf size: O normal A small ❑ curb/pavement ❑ guards Annual shoot growth: ❑ excellent K average []poor ❑ other Major pests/di.es: SITE CONDITIONS Site character -A residence ❑ commercial ❑ industrial ❑ park ❑ open space ❑ natural ❑ woodland/forest Landscape type: ❑ parkway ❑ raised bed ❑ container ❑ mound ❑ lawn ',shrub border ❑ wind break Irrigation: ❑ nonedequale ❑ inadequate ❑ excessive ❑ trunk wetted Paveme rfted? Y N Recent site distur ance? Y( ❑ construction ❑ soil disturbance ❑ grade change ❑ line clearing ❑ site clearing %dripline paved: 01' 10-25% 25-50% 50-75% 75-100% % dripline w/fill soil: 0% 10-25% 25-50% 50-75% 75-100% % dripline grade lowered: 0% 10-25% 25.50% 50-75% 75-100% Soil problems: ❑ drainage ❑ shallow ❑ conJ�a'cled ❑ droughty ❑ saline ❑ alkaline . ❑ acidic ❑ small volume ❑ disease center ❑ history of failure ❑ clay ❑ expansive slope �. aspect M Obstructions: ❑ lights ❑ signage ❑ line -of -sight ❑ view ❑ overhead lines ❑ underground utilities ❑ traffic Waadjacent vegetation ❑ other Exposure to wind: ❑ single tree below canopy ❑ above canopy ❑ recently exposed ❑ windward, canopy edge ❑ area prone to windthrow Prevailing wind direction: Occurrence of snowlice stormsXnever ❑ seldom ❑ regularly 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 16 FEBRUARY 5, 2016 ANN BURROUGHS, ISA FIELD EVALUATION FORM - PAGE 2 OF 2 Tree Number �� TARGET Use Under Tree: ❑ building ❑ parking wahic pedestrian ❑ recreation ❑ landscape ❑ hardscape small features ❑ utility lines Can target be moved? Y &�Can use be restricted? Y Occupancy: ❑ occasional use ❑ intermittent use ❑ frequent use 1conslant use TREE DEFECTS - Noted as applicable ROOT DEFECTS: Suspect root rot? Y 6) Mushroom/conk present? Y� ID: Exposed4foots: ❑ severe ❑ moderate ❑ low Undermined: ❑ severe ❑ moderate ❑ low Root pr6%n � feel from trunk Root area affected: °/ Buttress wounded? Y N When: — P d root area: ❑ severe ❑ moderale ❑ low Potential for root failure: ❑ severe ❑ moderate ❑ low L lAff: // degrees from vertical ❑natural 0 unnatural ❑ self -corrected Soil heaving? Y N Decay in plafie of lean? Y N Roots broken? Y IJ Soil cracking? Y N Lean severity: ❑ severe ❑ moderate ❑ fow Compounding factors: ��yNN�EFEC—I-9�r �eei�t�='me'�t��'I DEFECT ROOTCROWN TRUNK SCAFFOLDS BRANCHES Poortaper Bow, sweep Co -dominants, forks Multiple attachments Included bark _ Excessive end weight Cracks/splits Hangers Girdling Wounds/seam Decay Cavity Conks/mushrooms Bleedingisap flow Looselcracked bark Nesting holeroee hive Deadwood/stubs Borershermiteslants Cankerslgallsibuds Previous failure RECOMMENDED TREATMENT Prg4e: l remove defective part ❑ reduce end weight ❑ crown clean❑ Thin Pes /control: Cabi,, ce: _ Other/A,tivities: ❑ aerate soil ❑ remove rill soil ❑ remove imgationlplanling ❑ remove wire, etc. ❑ fertilize/water Inspeyfurther: ❑ root crown ❑ decay ❑ aerial ❑ monitor Remove tree? Y� Replace tree? Y Move target:? Y N thew. // ❑ no action required -at this time Effect on adja nt trees:/ none ❑ evaluate Notification: ❑ owner ❑ manager ❑ governing agency Date: ADDITIONAL COMMENTS ❑ raise canopy ❑ crown reduce ❑ restructure ❑ shape 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS 4 PAGE 17 FEBRUARY 5, 2016 APPFNnIX C; - PROTECTED TREE LOCATION MAP ANN BURROUGHS, ISA 2532 INDIAN CREEK ROAD, DIAMOND BAR, CA KAI CHAN ARCHITECTS AND PLANNERS � PAGE 19 a s Y ¢ R J IL ' No ya o zc� 'o ua m G SU OC g �o�w i� oriz om Fo a 3Ga�� _ o m€ n.o a molu _ < v�i< - mumu I,,,v ¢ ,v uo t9 �' uo JzcFm gsmwa ozgG yg �zry n Q "��sw ..96 n n -m.�z o m L79�c � tl nouau ¢ wg kr 6..00 ry W�a uzQ_ wzs�bQ�gm� xo �-wmS�_y oQ a< = m•`u�'b a Uo pY��'�ef�1��. g3n-,r mWz z . z ui Np=n m -m �u 6ee, n u a atom oz"maoauo o 'J'000u 'W` u u�szu Z ^rvnvvr .-rv� fy6= a¢aaa vu 4`vS2 a3k3kg a�5�ok'� a s Y ¢ R J IL ' No CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 7.3 MEETING DATE: April 26, 2016 CASE/FILE NUMBER: Development Review and Minor Conditional Use Permit No. PL2015-47 PROJECT LOCATION: 1222 Calbourne Drive Diamond Bar, CA 91789 (APN 8762-031-006) GENERAL PLAN DESIGNATION: Low Medium Density Residential (RLM) ZONING DISTRICT: Low Density Residential (RL) PROPERTY OWNER: Connie L. Sun 4528 Pistache Lane Rosemead, CA 91776 APPLICANT: Twen Ma 195 Mount Olive Dr. Bradbury, CA 91008 'Vil'i W I The applicant is requesting approval of a Development Review (DR) application to construct a 1,490 square -foot, single -story addition to an existing 1,720 square -foot, one-story single- family residence with an attached 420 square -foot garage on a 0.21 gross acre (9,210 gross square -foot) lot. A Minor Conditional Use Permit is requested to allow an addition exceeding 50 percent of the existing square -footage of a nonconforming structure with a side setback of six feet to the west (where 10 feet is required) and nonconforming distance of 13'-9" to the structure on the adjacent property to the east (where 15 feet is required). Adopt the attached Resolution (Attachment 1) approving Development Review and Minor Conditional Use Permit No. PL2015-47, based on the findings of Diamond Bar Municipal Code (DBMC) Sections 22.48, 22.56, and 22.68 subject to conditions. The application was originally scheduled to be heard on the September 8, 2015, Planning Commission meeting. However, on August 28, 2015, the applicant submitted a letter requesting the hearing be postponed to a future date to allow further design changes to the project, including reducing the size of the addition and redesigning the project as a single -story addition instead of a two-story addition to be more compatible with the predominantly single - story scale of the neighborhood. The request for the postponement was received on the date that the Inland Valley Daily Bulletin and San Gabriel Valley Tribune published the legal ad and after the public hearing notices were mailed to surrounding property owners. As a courtesy to residents, a notice of postponement was mailed on September 2, 2015. The project site is located on the north side of Calbourne Drive, between Acfold Drive and Ahtena Road. The property was developed in 1964 under Los Angeles County standards with a 1,720 square -foot single family residence and a 420 square -foot garage on a 0.21 gross acre (9,210 square -foot) lot. There are no protected trees on site. The property is legally described as Lot 24 of Tract No. 29185, and the Assessor's Parcel Number (APN) is 8762-031-006. Project Description The proposed addition is located at the rear of the existing residence. The addition consists of the following components: PROJECT SUMMARY (square footage) Living Area Existing 1,720 New 1,490 Total Living Area 3,210 Garage/Storage Existing 4207 Total Garage Area 420 TOTAL FLOOR AREA 3,630 The existing single -story home consists of common areas (living room, family room, and kitchen), four bedrooms, and two bathrooms. The applicant is proposing to combine the four existing bedrooms to create two large bedrooms and add two new bedroom suites and a den at the rear of the house. In addition, the applicant is proposing to expand the common areas towards the rear by extending the kitchen and family room and adding a dining room between the kitchen and family room. The existing residence has a front setback of 20'-11" and a rear setback of approximately 55 feet. The existing residence has a nonconforming west side setback of six feet (10 feet is required) and a nonconforming distance of 13'-9" to the structure on the adjacent lot to the east (where 15 feet is required). The residence may have been in compliance with all of the Los Angeles County development standards at the time it was built, and may be consistent with the Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 2 of 9 development pattern in the neighborhood; however, by definition, the residence is considered a "nonconforming structure" (DBMC Section 22.68.030). Approval of a Minor Conditional Use Permit is required to allow an expansion of a nonconforming structure if the expansion is greater than 50 percent of the existing square footage of all structures. Site and Grading Configuration: The property is an irregularly-shaped lot. The existing house is situated on a leveled pad and is not a hillside property. The proposed addition is located on an existing leveled pad at the rear of the house. No further grading is required for the proposed addition beyond minimal excavation for footings and foundation placement. Architectural Features, Colors, and Materials: The architecture of the existing residence is a 1960s ranch style tract design with stucco, stone veneer along the front elevation and the entire height of the chimney, and asphalt shingles on a Dutch -gabled roof. The applicant is proposing to enhance the front elevation with the following components: ® Relocate the chimney to remodel the existing living room; ® Add a porch at the entrance of the house; ® Add corbels along the front elevation and portions of the side elevations that are visible from the street; ® Increase the height of the existing roof from 16 feet to 19 feet and raise the eaveline from eight feet to 11 feet to create high ceilings in the proposed family room; and ® Replace the existing asphalt shingle roofing material with concrete shake tile. The proposed addition will preserve the architectural integrity of the existing construction by incorporating similar fenestration patterns, and matching exterior colors and building materials, such as the stucco and stone veneer. The existing roof style and 4:12 pitch will be incorporated into the addition as well. Existing Front Elevation Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 3 of 9 R, Elml IBM= Proposed Front Elevation ffl The following table describes the surrounding land uses located adjacent to the subject property: Site Low Medium Density RL Single Family Residential Residential I North Low Medium Density RL Single Family Residential Residential South Low Medium Density RL Single Family Residential Residential East Low Medium Density RL Single Family Residential Residential West Low Medium Density I Residential RL Single Family Residential Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 4 of 9 Site Aerial Adjacent Property to the West Project Site Adjacent Property to the East Review Authority (DBIVIC Sections 22.48 and 22.56) The proposed project requires two separate, but interrelated, land use approvals: Development Review (DR) and a Minor Conditional Use Permit (MCUP). The analysis that follows provides the basis for staff's recommendation to approve the DR and MCUP applications. Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 5 of 9 Additions which are equal to or greater than 50 percent of the existing habitable floor area of all existing structures on site, or substantially change the appearance of an existing residence require Planning Commission approval of a DR application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RL zone: Residential n0me Meets Standards h t; F t k," n ME 5 feet on one side and 6'-Y — east side 5' n) -10" — east side (additioSide Setbacks . 10 feet on the other side 6 feet— west side 10 feet—west side (addition) • Distance4* 1 'tb,' M east side •east side 50 feet— west side 40 feet— west side �R'ear.Setback��� � - III .. -- � �- - L gavegg"aa Maximum of 40% OME-- Quill, H, Height. IN 2 -car garage 2 -car gara ge * Minor Conditional Use Permit is requested to allow the continuation of a nonconforming structure because the addition is greater than 50 percent of the existing home. See MCUP discussion below. Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Efficient Landscaping Ordinance. The ordinance would only apply if new or rehabilitated landscaping of 2,500 square feet or less was being installed or 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. Minor Conditional Use Permit (DBIVIC Chapter 22.56) An IVICUP is required if a change or expansion of a nonconforming structure is greater than 50 percent of the existing square footage of all structures on site, or if the addition is not limited to the ground floor. Current development standards require a minimum setback of five feet and Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 6 of 9 10 feet from the side property lines, and 15 feet between structures on adjacent lots. The existing residence has a nonconforming west side setback of six feet and a nonconforming distance of 13'-9" to the structure on the adjacent lot to the east. The proposed addition is located at the rear of the lot and does not further encroach into the nonconforming west side setback or distance to the structure on the adjacent lot to the east. The City recognizes that homeowners should be allowed to make appropriate improvements to their properties, and reasonable accommodations should be made to permit additions and alterations to nonconforming structures. The IVICUP process is the tool used to consider such accommodations, subject to the findings set forth in the Development Code. IVICUPs are normally subject to approval of the City's Hearing Officer (typically the Community Development Director). However, because this IVICUP is being reviewed as part of a DR application, both land use entitlements are subject to review and approval of the Planning Commission. Staff believes that approving the IVICUP as described above is appropriate and compatible with other residences in the neighborhood, based on the following facts and observations: ® The existing dwelling was built in 1964, prior to the incorporation of the City of Diamond Bar; * The proposed addition complies with the required front, rear, and side setbacks and does not further encroach into the existing nonconforming 13'-9" distance to the structure on the adjacent lot to the east; ® The proposed addition is located at the rear of the residence; and ® Neighboring properties have nonconforming setbacks, so the proposed project will remain consistent with other homes within the 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 the character of the existing homes in the neighborhood. The addition is proposed to be located at the rear of the existing residence, set back 20 feet from the rear property line. The addition complies with the required 10 -foot side setback to the west property line and does not further encroach into the nonconforming distance of 13'-9" to the structure on the adjacent lot to the east. The proposed changes to the front fagade—including the addition of a front porch, corbels along the eavelines, and upgrading the roofing material—enhance the front elevation of the house. The exterior architectural forms, materials and details of the addition will match those of the existing structure. The addition will thus be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. The project incorporates the principles of the City's Residential Design Guidelines as follows: A gradual transition between the addition and existing residence is achieved through appropriate setbacks, building height, landscaping, and window and door placement; ® Elevations are treated with detailed architectural elements; Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 7 of 9 ® Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations; ® 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, such as stucco and stone veneer, throughout the proposed addition; ® Roof style and pitch of the addition match the primary structure; and ® Large wall expanses without windows or doors are avoided. 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 25, 2015, public hearing notices were mailed to property owners within a 500 -foot radius of the project site. On August 28, 2015, the notice was published in the Inland Valley Daily Tribune and San Gabriel Valley Tribune newspapers and the project site was posted with a notice display board, and a copy of the public notice was posted at the City's three designated community posting sites. On September 2, 2015, notices of postponement were mailed to the residents within a 500 -foot radius. On April 13, 2016, public hearing notices were mailed to property owners within a 500 -foot radius of the project site. On April 15, 2016, 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 On September. 2 and September 10, 2015, the neighbors at 1223 Calbourne Drive and 20324 Acfold Drive contacted staff to state their concerns with the proposed project. Those concerns are summarized below, and each is followed by a response explaining how it was addressed in the revised design. 1. A two-story addition is not in character with the existing houses in the neighborhood. Response: A second story is no longer proposed. The building is instead proposed to be extended horizontally toward the rear of the lot. 2. There will be a loss of privacy into the neighbor's backyards. Response: Privacy concerns have been resolved by eliminating the two-story design. 3. The addition is too large and the property will be overdeveloped. Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 8 of 9 Response: The combined lot coverage of the existing residence and addition does not exceed the maximum allowable lot coverage of 40 percent for parcels in the RL zoning district. 4. The house will be rented out and there will be an increase in population density, traffic, and noise. Response: The house is a single-family residence, and it would be unlawful to convert it into a boarding house or to rent it out under more than one rental agreement. In addition, staff is including a condition of approval requiring a deed restriction to be recorded with the County of Los Angeles which restricts the rental of rooms of other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house. 5. The property value of the adjacent neighboring homes will decrease. Response: Although impacts to surrounding property values cannot, in general, be considered when making land use decisions, there is no reason to believe that the proposed addition will adversely impact property values within the neighborhood. In fact, surrounding property values generally increase when a house is remodeled or enlarged. A1UTJ I :t9UhTJ:;IZ1l1J ulllll��� 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: tsonoia�, Assistant Planner Attachments: Reviewed by: Gr Senior Planner 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, and Elevations Development Review and Minor Conditional Use Permit No. PL 2015-47 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-47 TO CONSTRUCT 1,490 SQUARE -FOOT SINGLE -STORY ADDITION TO AN EXISTING 1,720 SQUARE -FOOT, ONE-STORY, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 420 SQUARE -FOOT GARAGE ON A 0.21 GROSS ACRE (9,210 GROSS SQUARE -FOOT) LOT. A MINOR CONDITIONAL USE PERMIT IS REQUESTED TO ALLOW AN ADDITION OVER 50 PERCENT OF THE EXISTING SQUARE -FOOTAGE TO AN EXISTING NONCONFORMING STRUCTURE WITH A SIDE BACK OF SIX FEET TO THE WEST (WHERE 10 FEET IS REQUIRED) AND NONCONFORMING DISTANCE OF 13'-9" TO THE STRUCTURE ON THE ADJACENT PROPERTY TO THE EAST (WHERE 15 FEET IS REQUIRED) AT 1222 CALBOURNE DRIVE, DIAMOND BAR, CA 91789 (APN 8762-031-006). A. RECITALS The property owner, Connie L. Sun, and applicant, Twen Ma, have filed an application for Development Review and Minor Conditional Use Permit No. PL2015-47 application to construct a single -story addition consisting of 1,490 square feet of floor area to an existing 1,720 square -foot, one-story, single-family residence with an attached 420 square -foot, two -car garage located at 1222 Calbourne Drive, Diamond Bar, County of Los Angeles, California. 2. The following approvals are requested from the Planning Commission: (a) Development Review to construct a one-story addition consisting of 1,490 square feet of floor area. (b) Minor Conditional Use Permit to allow an addition over 50 percent of the existing square -footage to a nonconforming structure with a preexisting side back of six feet to the west (where 10 feet is required) and nonconforming distance of 13'-9" to the structure on the adjacent lot to the east (where 15 feet is required). Hereinafter in this Resolution, the subject Development Review and Minor Conditional Use Permit shall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 9,210 gross square feet (0.21 gross acres). It is located in the Low Density Residential (RL) zone with an underlying General Plan land use designation of Low Medium Density Residential. 4. The legal description of the subject property is Lot 24 of Tract No. 29185. The Assessor's Parcel Number is 8762-031-006. 5. On August 28, 2015, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. On August 25, 2015, public hearing notices were mailed to property owners within a 500 -foot radius of the Project site and posted at the City's designated community posting sites. 6. On September 2, 2015, notices of postponement were sent to the residents within a 500 -foot radius due to the applicant requesting additional time to redesign the project. 7. On April 13, 2016, public hearing notices were mailed to property owners within a 500 - foot radius of the Project site. On April 15, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Dail 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. 8. On April 26, 2016, 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. plmff_ffg��� 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, 22.56, and 22.68 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 one-story addition consisting of 1,490 square feet of floor area 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, with the exception to an existing nonconforming west side setback of six feet, where 10 feet is required, and 2 Planning Commission Resolution No, 2016 -XX nonconforming distance to the structure on the adjacent lot to the east of I3'-9", where 15 feet is required. The addition is located at the rear of the existing house. 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 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. The addition is proposed at the rear of the house and does not further encroach into the nonconforming west side setback of six feet and nonconforming distance to the structure on the adjacent lot to the east of 13'-9". 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 ranch style tract design with stucco, stone veneer along the front elevation and the entire height of the chimney, and asphalt roof shingles on a Dutch -gabled roof. The addition is located at the rear of the house. The applicant is also proposing to enhance the front elevation by creating a gabled entry feature and adding corbels to the eaveline. The building exterior will be further enhanced through the introduction of concrete shake tile roofing with a variegated color blend in lieu of the current asphalt shingle roofing. Furthermore, the addition will match the existing home in color and building materials, such as stucco and stone veneer. Therefore, the addition will be visually integrated into the existing home and not negatively impact the look and character of 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 existing architecture is a 1960s ranch style tract design with stucco, stone veneer along the front elevation and the entire height of the chimney, and asphalt roof shingles on a Dutch -gabled roof. The applicant is retaining the existing building form, but is proposing changes to the front fagade, including relocating the chimney, adding a porch and corbels along the front elevation, raising the height of the existing house from 16 feet to 19 feet, and changing the roof material 3 Planning Commission Resolution No. 2016 -XX from asphalt shingle to concrete tile. Therefore, the addition will be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity. Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301 (e) (additions to existing structures) of the CEQA guidelines. Minor Conditional Use Permit Findings (DBMC Section 22.56.040) The proposed use is allowed within the subject zoning district with the approval of a Minor Conditional Use Permit and complies with all other applicable provisions of this Development Code and the Municipal Code. The existing single-family dwelling is a permitted use in the RL zone. A Minor Conditional Use Permit (MCUP) is requested to allow an addition over 50 percent of the existing square -footage to a nonconforming structure with a preexisting six- foot west side setback (where 10 feet is required) and nonconforming distance of I3'-9" to the structure on the adjacent lot to the east (where 15 feet is required). The preexisting substandard west side setback and distance to the structure on the adjacent property to the east renders the project nonconforming. The addition of a nonconforming structure requires approval of a Minor Conditional Use Permit because the addition is greater than 50 percent of the existing home. The proposed addition consisting of 1, 490 square feet of floor area to an existing one- story home complies with the development standards of the RL zone and will not further encroach into the nonconforming west side setback and distance to the structure on the adjacent lot to the east 2. The proposed use is consistent with the general plan and any applicable specific plan. The proposed addition to a single-family dwelling unit is consistent with the City's adopted General Plan. The site is not subject to the provisions of any specific plan. 4 Planning Commission Resolution No. 2016 -XX 3. The design, location, size and operating characteristics of the proposed use are compatible with the existing and future land uses in the vicinity. The existing single-family dwelling and the proposed addition consisting of 1,490 square feet of floor area will not further encroach into the existing nonconforming six-foot west side setback and distance of 13'-9" to the structure on the adjacent lot to the east. The proposed one-story addition is located at rear of the house. The design of the existing single-family dwelling and the proposed addition are compatible with the character of the existing homes in the neighborhood because the applicant is proposing to retain the existing building form. Therefore, the addition will be visually integrated into the existing home and not negatively impact the look and character of the neighborhood. 4. The subject site is physically suitable for the type and density/intensity of use being proposed including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints. The subject site is physically suitable for the existing single-family residential dwelling and the proposed addition. The existing and proposed use of land is consistent with the surrounding land uses. The proposed addition of floor area is consistent with the development standards for the RL zone and will not further encroach into the existing nonconforming side setback to the west or nonconforming distance to the structure on the adjacent lot to the east. 5. Granting the Minor Conditional Use Permit will not be detrimental to the public interest, health, safety, convenience or welfare, or materially injurious to persons, property or improvements in the vicinity and zoning district in which the property is located. The granting of the Minor Conditional Use Permit will allow the addition of the existing single-family dwelling unit in a manner similar with existing dwelling units located in the surrounding neighborhood. The proposed expansion of the dwelling unit will not negatively impact the public interest, health, safety convenience or welfare. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301 (e) (additions to existing structure) of the CEQA Guidelines. Non Conforming Structures Findings (DBMC Section 22.68.030) The addition, enlargement, extension, reconstruction, relocation or structural alteration of the nonconforming structure would not result in the structure becoming: Incompatible with other structures in the neighborhood. 5 Planning Commission Resolution No, 2016 -XX The proposed one-story addition of floor area is consistent with the development standards for the RL zone. The existing single-family dwelling and the proposed addition consisting of 1,490 square feet of floor area will comply with current development standards and not further encroach into the existing nonconforming side setback of six feet to the west side property line and distance of I3'-9" to the structure on the adjacent lot to the east. The proposed project is located at the rear of the existing home. The existing and proposed land use is consistent with the surrounding land uses and structures in the neighborhood. Additionally, the neighboring properties also have nonconforming setbacks, so the proposed project will remain consistent with other homes within the neighborhood. 2. Inconsistent with the general plan or any applicable specific plan. The proposed addition to a single-family dwelling unit is consistent with the City's adopted General Plan. The site is not subject to the provisions of any specific plan. 3. A restriction to the eventual/future compliance with the applicable regulations of this Development Code. The existing and proposed land use is consistent with the surrounding land uses with similar side setbacks. The proposed addition of floor area is consistent with the development standards for the RL zone and will not encroach into the existing nonconforming west side setback or distance to the structure on the adjacent lot to the east. 4. Detrimental to the health, safety and general welfare of persons residing in the neighborhood. 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/Engineering 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. 5. Detrimental and/or injurious to property and improvements in the neighborhood. The addition to the existing single-family dwelling unit will be constructed in a manner similar with existing dwelling units located in the surrounding community and will not be detrimental and/or injurious to property and improvements in the neighborhood. 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. 6 Planning Commission Resolution No. 2016 -XX 2. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted by the Diamond Bar Municipal Code or applicable state or federal law. 3. 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, Connie L. Sun, 4528 Pistache Lane, Rosemead, CA 91776, and applicant, Twen Ma, 195 Mount Olive Drive, Bradbury, CA 91008. APPROVED AND ADOPTED THIS 26TH DAY OF APRIL 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. -2 Jennifer Mahlke, 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 26th day of April, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 7 Planning Commission Resolution No. 2016 -XX COMMUNITY DEVELOPMENT DEPARTMENT USE PERMITSCOMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review and Minor Conditional Use Permit No. PL 2015-47 SUBJECT: To construct a 1,490 square -foot one-story addition to an existing 1,720 square foot, one-story single-family residence with an attached two -car garage; and Minor Conditional Use Permit to allow an addition over 50 percent of the existing square -footage to an existing nonconforming structure with a side setback of six feet to the west (where 10 feet is required) and nonconforming distance of 13'-9" to the structure on the adjacent lot to the east (where 15 feet is requiredl. PROPERTY Connie L. Sun OWNER: 4528 Pistache Lane Rosemead, CA 9.1776 APPLICANT: Twen Ma 195 Mount Olive Drive Bradbury, CA 91008 LOCATION: 1222 Calbourne Drive, Diamond Bar, CA 91789 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. 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 and Minor Conditional Use Permit No. PL2015-47 brought within the time period provided by Government Code Section 66499.37. In the event the 8 Planning Commission Resolution No. 2016 -XX 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. 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 Minor Conditio'nal Use Permit No. PL2015-47, 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. 2016 -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. 9 Planning Commission Resolution No. 2016 -XX 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 and Minor Conditional Use Permit No. PL2015-47 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 DBIVIC 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. This approval is to construct a one-story addition consisting of 1,490 square feet of floor area to an existing single-family residence located at 1222 Calbourne Drive, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed herein. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review and Minor Conditional Use Permit submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 10 Planning Commission Resolution No. 2016 -XX 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. 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. 11 Planning Commission Resolution No. 2016 -XX 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. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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. 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. D. OFF-SITE STREET IMPROVEMENTS Applicant shall construct a five-foot wide sidewalk (the length of the subject property's frontage) behind the existing curb and a new driveway approach in accordance with current American Public Works Association (APWA) standards. All public improvement shall be approved by the City Engineer, constructed with an encroachment permit and completed prior to final inspection/certificate of occupancy issuance. 12 Planning Commission Resolution No. 2016 -XX 2. Prior to the issuance of any permits, the applicant shall provide written permission to the satisfaction of the City from any property owners which will be affected by offsite grading. 3. Street improvement plans in a 24" x 36" sheet format, prepared by a registered Civil Engineer, shall be submitted to and approved by the City Engineer. Streets shall not exceed a maximum slope of 12 percent. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839- 7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS: 1 At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for CALGreen shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CALGreen Code. B. PLAN CHECK — ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAI 3. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 4. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 5. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 6. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 7. All easements shall be shown on the site plan. 8. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 13 Planning Commission Resolution No. 2016 -XX 9. Design for the interior courtyard shall be provided to prevent any drainage from entering the dwelling. 10. Drainage patterns shall be provided to prevent flow towards the building structure or property lines. 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. D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION: 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.). 14 Planning Commission Resolution No. 2016 -XX 6. 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. 7. 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. 8. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 9. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 10. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 11. 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. 12. 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. 13. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 14. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. 15. All landings at outswinging doors shall be no more than 1/2" drop from the inside of home to the landing. 16. An occupancy separation shall be provided between the garage and dwelling unit. AMD] 15 Planning Commission Resolution No. 2016 -XX Attachment 2 "DUNN EDWARDS" PAINT ENTRY DOOR' DEA161 WILD MUSTANG SOUTH ELEVATION a "BORAL" ROOF TILE 0 "DUNN EDWARDS" SWISS COFFEE 0 WHITE VINYL WINDOWS & SLIDER COPPER MOUNTAIN BLEND PAINT FACIA BORAD, WINDOW TRIMS, POSTS, SLIDINGS, IRON GATES, RAIN GUTTERS & DOWN SPOUTS, CO ® " 6 ® "ELDORADO STONE" EXISTING STONE VENEER E6144 GRAHAM CRACKER © EL DORADO MESQUITE CLIFFSTONE PAINT EXTERIOR DOOR, ARAGE "DUNN EDWARDS" PAINT ENTRY DOOR' DEA161 WILD MUSTANG SYMBOLS ABBREVIATIONS SUN RESIDENCE 1222 CALBOURNE DR., DIAMOND BAR CA 91789 SHEET INDEX VICINITY MAP AG ASPHALTIC CONCRETE III NEW F.G. FINISH GRADE T.O. TOP OF mxmm�mcT HOUSE ADDITION I REMODEL AF.F. ABOVc'FlNISHEO FLOOR tll.C. NOT INCONTRACT F.H.C. FIRE HOSE CABINET T.A. TOP Of ASPHALT TAMING = 1 5eprypl! AGL ADD STICAL TILE N0. NNJBER FIN. FINIGH FINISHED T.B. TACKROARD w _ AO`AN AM1145TRATIUI D.G OIICBREA FLR FLO'R T.C. TOP OFMINC. TA. CURB - -� -. r - ,, NEW FRONT PA710: SO S.F. BLOC BUILDING O.D. CUTSIDEOAMETER PTp FOOTING T.Vl. TOP OF VgII m BIL BULL INOSE OPENG OPENING REVISIONS: TYR TYPICAL Ly tlEfIJL BL SUILDINO LINE OPP. 01110717E GA. GALV GAUGE GALVANIZED UN.O. UNLESS NOTEDOAIERMSE arFttraaq G& CHALKBOARD CB PL PLATE GYP. BD, GYPSUM BOARD rtTtnrmm�A CEN. CEMENT PLYWD PL%'OOD MMT. MIM"un noNALE INTERIOR ELEVATION CEtA. PLAS CEMENTPLASTER PR. PAIR HORG'. HORIZONTAL VERT. VERTICAL w¢rrtemn GF. Wu CUBICFEE7 CEILING REC. REQUIRED LG INTERCOM VEST. VESTI3VIE CLSRTJ CLA42COM DET. DETAIL IA. INSIDE DIAMETER %I MTH DATUM ELEVATION CAR CLEAR DETS DETAILS INFO. IIIFORtAATNCH WJO WHOUT TF7.R� O DDDR NUMBER Cut) COLIC. COIICRETE UASOIIRYIRIRS CONCRETE OA (E) DIAMETER - EXISTING S.F. SKY SGUARE FEET GFEET W.I. 1AROWHTIRON GT. CERAMIC RIE EXISrG EMSTING SILL SIMILAR BED RM ROOM NUMBER. B NAME MAX. MAXIMUM EL EL-VA71ON 36. STA STAINLESS STEEL Mill. MINIMUM EEV. ELEVATION, ELEVATOR S. STANDARD O KEYNOTE '51 MET. MARKER BOARD METAL F.P. E0. ELECTRICAL PANEL EQUAL STRUNG STRUCTURAL SUN RESIDENCE 1222 CALBOURNE DR., DIAMOND BAR CA 91789 SHEET INDEX VICINITY MAP ELECTRICAL CODE 2013 CALIFORNIA ELECTRIC CODE MECHANICAL CODE: LOT AREA 8,210 S.F. APN: 6762-031-006 wa mmnrEETJwrE aur j�. • ZONING: R -L u' EexJ1O°sriloirao'n"vwiN'"a f „-. HOUSE ADDITION I REMODEL .Anr EtEVAnma _ ISTFLOOR: A r wt EAmawcm tuv naa Z EXISTING: 4,720 S.F. ..... ADDITION: 1.480 S.F. TOTAL: 3,210 S.F. (n¢ z Q LJ j3* EXISTING 2 -CAR GARAGE: 420 S.F. 1- LOT COVERAGE N • LAR AREA:9,210S.F. w _ MAX 3,6845.F. ` STING HOUSE 1.72D S.F. BASTING HOAR p � GARA0 F—' 4 EXISTING 2 -CAR GARAGE 420 S.F. - -� -. r - ,, NEW FRONT PA710: SO S.F. f NEW ADDITION. 1,490 S.F. ww . ( TOTAL COVERAGE 3,680 S.F. <3,684 S.F. PROJECT 0 LOCATION NEW HOUSE TOTAL 3,210 G.R. D. IL REVISIONS: DATE I N0. PROJECT INFORMATION LEGAL DESCRIPTION LOT 24 OF TRACT NO.29185, IN THE CIN OF DIAMOND BAR COUNTY OF LOSANGELES, STATE OF CALIFORNIA AS PER MAP RECORD IN BOOK 721 PAGES i TO 3 OF MAPS, IN THE OFFICE OF COUNTY RECORDED OF SAID COUNTY NEIGHBOR'S BUILDING NOTE NO CHANGE OF EXISTING GRADING. THE MAXIMUM 1%YARD DRAINAGE SHALL COMPLY WITH CBC 1804.3 SITE PLAN V=10, -o" CALBOURNE DRIVE BUILDING CODE 2013 CALIFORNIA BUILDING CODE ELECTRICAL CODE 2013 CALIFORNIA ELECTRIC CODE MECHANICAL CODE: 2013 CALIFORNIA MECHANICAL CODE PLUMBING CODE 2013 CALIFORNIA PLUMBING CODE ENERGY CODE: 2013 CALIFORNIA ENERGY CODE GREEN BUILDING CODE: 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE DRAWING TITLE 2 O. W t- tn 1 W W W ,J r N DATE: 212 612 01 6 DRAWN BY: CHECKED BY: SCALE: DRAWING• A0- Do E _00 U E GO c\j O T O �r a 00 JA b0 r W Tn 1n n O = N T E U QR W m U v Z U N << LL Z O Z U U) zm (O t+ O (n¢ z Q LJ j3* o U -jInW .�- Q !— W DRAWING TITLE 2 O. W t- tn 1 W W W ,J r N DATE: 212 612 01 6 DRAWN BY: CHECKED BY: SCALE: DRAWING• A0- JA b0 r 4 U v Z O im O j3* D N {N w O W p � 2 OO N J ww U 0 D. IL REVISIONS: DATE N0. P DRAWING TITLE 2 O. W t- tn 1 W W W ,J r N DATE: 212 612 01 6 DRAWN BY: CHECKED BY: SCALE: DRAWING• A0- u) 77771 E standards and incorporate the appropriate Best Management b This project shall comply with the anergy conservation U m p r If. Conditions of Approval - Upon project approval, the following requirements snarl Upof Practices (BMP's) as specified in 'he Storm Nater BMP requirements of the State of California Energy Commission. All i dN, be incorporated into the conditions- approval: Certification. lighting shall be high efficacy or equivalent per the current (lh�eJ o O N A. Planning Division (909).8394034: Califomla Energy Code 119 and 150(k). o W b. Grading and construction activities and the transportation of heavy C. Indoor air quality shall be provided consistent with uC)) � m 1. All on-site utilities shall be pieced underground at the time ofP development. equipment and materials and operation of gradin fY 9 equipment shall be limited to between the hours of 7:00 a.m. ASHRAE 62.2 as required per California Energy Code 150(0). I 2, An equipment, whether on the root, side of a structure, or on the Anygrading and 5:00 p.m., Monday through Saturday. Dust generated by and construction activities shall be reduced by watering d. Public Works/Engineering Department Is required to review and N o E - rn X v ground, should be properly screened. The method of screening the soil prior to and during the activities and in accordance with approve grading plans That clearly show all finish elevations, �+ > ¢ ¢ ¢ u_ o should be architecturally compatible with the dwelling In terms South Coast Air Quality Management District Rule 402 and wall(s) locations. These plans shall be drainage, and refile site consistent with the site plan submitted to the Building and ¢ Z L m materials, colors, shape, and size, and should blend with the building design, in lieu of screening, utility meters and equipment should be Rule 403. Reclaimed water shall be used whenever possible. Safety Division. [_ � >, Z In locations which are not exposed to view from the street where Additionally, all construction equipment shall be properly Lt.0 cm N place possible. muffled to reduce noise levels.¢ e. All easements shell be shown on the site plan, Q Q I_ ' B. public WorksfEnglneering Dooariment (909} 639-7040: 2 SOILS P.EPOP.TiGRADING/RET.4lNING I,I ALLS soils ra^„' Is r u red CBC 1003 and all r- ! aq '' Per Z U m m Q g� recommendations of the soils report shall be adhered to. - W •t. GENERAL a. All equipment staging areas shall be located on the project site. Z Q END J Staging area, including material stockpile and equipment g. Light and ventilation shall comply with CBC 1203 and 1205. p Q F W a. An Erosion Control Plan shall be submitted concurrently with storage area, shall be enclosed within a six foot -high chain link The existing dining room shall have a tabulated calculation for to '- the drainage plan clearly detailing arosion control measures for fence. All access points in the fenced arca shall be locked the natural light and ventilation. review and approval. These measures shall be Implemented whenever the construction site is not supervised, during construction. The erosion control plan shall conform to It. Roof drains shall be shown for the flat roof arca. At least two National Pollutant Discharge Elimination System (NPDES) C. Suiidina and Safetv Division (909) 839-7020: separate Independent drains. The overflow drain shall be 2" above the main drain. 1. General Conditions: I. The location of roof cockers shall be appropriately shown on � a. At the time of plan check submittal, plans and construction shall plans. n conform to' current State and Local Building Code (i.e., 2013 California Building Code series will apply) requirements and all 3. Permit- hems required prior to building permit Issuance: 0' U other applicable construction codes, ordinances and regulations in effect. Solid waste management of construction malarial shall LUa. V a7 incorporate recycling material collection per Diamond Bar z b. Provisions for CALGreen shall be implemented onto plans and Municipal Code 8.16 of Title S. The contractor shall complete required forms and pay applicable deposits prior to permit. W 0 catlon shall be provided by z third party as required by the certification D Building Division. Specific water, waste, law VOC, and related b. Prior to building parmit Issuance, all school district fees shall beU% 13 conservation measures shall be shown on plans. Construction paid. Please obtain a form from the Building and Safety Cn t== It shall conform to the current CALGreen Code. Division to take directly to the school district. Q o 2. Plan Check - Items to be addressed prior to plan approval: C. AQMD notification is required at least 10 days prior to any o w load for in this is 110 M.P.H.19 demolition. Proof of notification is required at permit Issuance. U) p a. The minimum design wind area exposures "C" and the site Is within seismic zone D or E. The d. All workers on the job shall be covered by workman's F applicant shall submit drawings and calculations prepared by a compensation insurance under a licensed general contractor. t - California State licensed Architect/Engineer with, vitt stamp and Any changes to the contractor shall be updated on the building w signature. permit. I �- ro orl;C-it iR:3 r`1--""- leiterZS a.15.dcv ird REVISIONS: DATE NO. A. Construction -Conditions required during construction: a. Every permit issued by the building official under the provisions k. Carbon monoxide detectors are required in halls leading to of this Code shall expire and become null and void unless the sleeping rooms per CRC R315. work authorized by such permit is commenced within one - hundred -eighty (180) days after permit issuance, and if a I. Drainage patterns shall match the approved grading/drainage successful inspection has not been obtained from the building plan from the Public Works/Engineering Department. Surface official within one -hundred -eighty (180) days from the date of water shall drain awry from the building at a 2% minimum permit issuance or the last successful Inspection. A successful slope. The final as -built conditions shall match the Inspection shall mean a documented passed inspection by the grading/drainage plan or otherwise approved as -built city building Inspector as outlined in Section 110.6. grading/drainage plan. b. Construction activities causing the operation Of any tools or used in construction, drilling, repair, alteration, or M. Decks, roofs, and other flat surfaces shall slope at least 1/4°Ift listed water material. Guardrails DRAWING equipment demolition work shall be conducted Monday - Saturday with approved and proofing shall be provided for these surfaces at least 42" minimum in between the hours of 7:00 a.m. and 7:00fi.m. height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 0 C. The project shall be protected by a. construction fence to the n satisfaction of the Building Official. All fencing shall be view n. Special Inspections and structural observation will be required n obstructing with opaque surfaces. in conformance to CBC 1704 to 1709. IL Q d. All structures and property shall be maintained In a sofa ando. All plumbing fixtures including existing areas shall have low LL clean manner during construction. The property shall be free of flow type fixtures installed consistent with Californla Civil Code O 0 debris, trash, and weeds. Section 1101.1 to 1101.8. _. All equipment staging areas shall be maintained In an orderly p, All landings at outswinging doors shall be no more than i" drop 0 manner and screened behind a minimum 6' high fence, from the inside of home to the landing. h - f The project shall be protected by a construction fence and shall 0. An occupant/ separation shall be provided between the garage 0 _ comply wiiii me FiPuco a SNIP royuii ciiiciii5 (-amid i,ay5, ciG.j and dwelling unit. � g. The location of property lines and building pad may require a V survey to be determined by the building inspection during foundation and/or frame inspection. h. The applicant shall contact Dig Alert and have underground DATE: 711212015 utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at DRAWN BY: wwwAicalert.cro. I. Any changes or deviation from approved plans during the CHECKED BY: course of construction shall be approved by the City prior to proceeding with any work. SCALE: j. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for Inspection. DRAWING NO. iWill / OPEN TO -i rm COURTYARD ^ i�% 1j ff'••� I.Jt r i IL �.. 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I I WIC / ?ANKLESS !'�'� ' CLOSET / b HEATER BATH �.; Iry SUITE, / VIN •�... b / EXIS77NG FOYER 1 a..__ 2 -CAR GARAGE PIANO V41C �' FYI / _ _ _ ENTRY PATIO �! REMOVE EXISTING CH MNY\\.i 2.V _ D^ EXISTING ( N ST ®� WALL LEGENDS I I S FLOOR PLAN � EMSTING WALLTO REMAIN C� NEW WALL c EXISTING WALL TO BE DEMOLISHED C 1/8" = T -y" C BEDROOM l~I BEDROOM FAMILY ^ KITCHEN KJ try � LIVING t� BEDROOM BEDROOM 2 -CAR m E U E o v GARAGE I - rn S3' -i^ z0'•0' U w m U � z o � D � o W w � o Z W Q Z � O U c�W O Er U E o v I—L N m k U N Z 4 $ wit ¢ F DRAWING TITLE ' CL fY 0 LL CL W LL REVISIONS: DATE N0.ca51IL )ATE: tizs)zots )RAWN BY: :NECKED BY: KALE: FRONT / SOUTH ELEVATION 1/6' = T-0" EAST ELEVATION 1/W'= T -a' ilt WEST ELEVATION 1B" =1'-0" DRAWING TITLE w Z O L✓J J w DATE: 2/2612016 DRAWN BY: CHECKED BY: SCALE: "DUNN EDWARDS" SWISS COFFEE ® "ELDORADO STONE" EXISTING STONE VENEER © "DUNN EDWARDS" DE6144 GRAHAM CRACKER "DUNN EDWARDS" DRAWING NO. 1� "BORAL„" ROOF TILE 02 MERLEX" STUCCO M3 PAINT FACIA BORAD, CURBELS, WINDOW MESQUITE CLIFFSTONE PAINT EXTERIOR DOOR, GARAGE DOOR PAINT ENTRY DOOR' DEA161 WILD MUSTANG COPPER MOUNTAIN BLEND P-6 EL DORADO TRIMS, POSTS, SLIDINCS, IRON GATES, -RAIN WHITE VINYL WINDOWS &SLIDER GUTTERS & DOWN SPOUTS, 7773 ti v U E v o TV rn EQ O� 1= Ic w W0 y U) o Nm o 0 2U v � Q y 0 O cca r RWSIONS: � � O O Q Q O OLL ro 2 m m E U u� m O 4 W 4 FW DRAWING TITLE w Z O L✓J J w DATE: 2/2612016 DRAWN BY: CHECKED BY: SCALE: "DUNN EDWARDS" SWISS COFFEE ® "ELDORADO STONE" EXISTING STONE VENEER © "DUNN EDWARDS" DE6144 GRAHAM CRACKER "DUNN EDWARDS" DRAWING NO. 1� "BORAL„" ROOF TILE 02 MERLEX" STUCCO M3 PAINT FACIA BORAD, CURBELS, WINDOW MESQUITE CLIFFSTONE PAINT EXTERIOR DOOR, GARAGE DOOR PAINT ENTRY DOOR' DEA161 WILD MUSTANG COPPER MOUNTAIN BLEND P-6 EL DORADO TRIMS, POSTS, SLIDINCS, IRON GATES, -RAIN WHITE VINYL WINDOWS &SLIDER GUTTERS & DOWN SPOUTS, 7773 ti v w w om U o o TV y z� EQ O� 1= Ic w W0 y U) o Nm 2U ~ W iiryJJ 0 O cca r RWSIONS: DATE NO. DRAWING TITLE w Z O L✓J J w DATE: 2/2612016 DRAWN BY: CHECKED BY: SCALE: "DUNN EDWARDS" SWISS COFFEE ® "ELDORADO STONE" EXISTING STONE VENEER © "DUNN EDWARDS" DE6144 GRAHAM CRACKER "DUNN EDWARDS" DRAWING NO. 1� "BORAL„" ROOF TILE 02 MERLEX" STUCCO M3 PAINT FACIA BORAD, CURBELS, WINDOW MESQUITE CLIFFSTONE PAINT EXTERIOR DOOR, GARAGE DOOR PAINT ENTRY DOOR' DEA161 WILD MUSTANG COPPER MOUNTAIN BLEND P-6 EL DORADO TRIMS, POSTS, SLIDINCS, IRON GATES, -RAIN WHITE VINYL WINDOWS &SLIDER GUTTERS & DOWN SPOUTS, 7773 1W" CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 7.4 MEETING DATE: April 26, 2016 CASE/FILE NUMBER: Development Review and Tree Permit No. PL2015-03 PROJECT LOCATION: 23431 Ridgeline Rd. Diamond Bar, CA 91765 (APN 8713-004-002) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER: Visanu and Radhika Chawla 2909 Lazy Trail Rd. Diamond Bar, CA 91765 APPLICANT: Amat Tajudin EBTA Architects 17871 Mitchell North Suite 150 Irvine, CA 92614 The applicant is requesting approval of a Development Review application to construct a new 10,853 square -foot, multi-level, single-family residence with an attached 2,265 square -foot garage on a 2.13 -acre lot. A Tree Permit is also requested to remove three protected Black Walnut and 12 Coast Live Oak trees and mitigate as required per code. Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-03, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48 and 22.38, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), on the north side of Ridgeline Road, east of Flint Rock Road. The irregularly shaped property is undeveloped and slopes downward from the street at a 32 percent average slope to the rear of the parcel. There are 79 protected trees on site, consisting of 20 Southern California Black Walnut trees, 58 Coast Live Oak trees, and one Scrub Oak tree. The property is legally described as Lot 48 of Tract No. 30091, and the Assessor's Parcel Number (APN) is 8713-004-002. The following table describes the surrounding land uses located adjacent to the subject property: Site (Plan View) Aerial Development Review and Tree Permit No. PL 2015-03 Page 2 of 11 Project Site Adjacent Property to West Adjacent Property to East (House is set back approximately 320 feet from the street and is not visible at street level) The proposed residence consists of the following site plan and architectural components: Site Plan The property's gross lot area is 92,791 square feet (2.13 acres), which includes a 32 -foot wide private street easement for Ridgeline Road along its frontage. The property's net buildable area (i.e., minus all easements) is 88,864 square feet (2.04 acres). The house is situated toward the front of the lot at a minimum of 30 feet from the edge of the private street easement line. The buildable pad extends 25 to 30 feet beyond the rear of the house. Development Review and Tree Permit No. PL 2015-03 Page 3 0f 11 NO The applicant is proposing to cut 2,690 cubic yards of soil and fill 2,050 cubic yards of soil to create split-level pads and the rear yard area behind the home. Therefore, 640 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 43 and 64 hauls (22 to 32 total truck trips). A series of six, four -foot high, tiered retaining walls will be constructed to accommodate the minimum 25 -foot rear pad to comply with the City's development standard for a rear setback; and a series of three retaining walls at the front of the property to facilitate the split-level pad development. All exposed portions of retaining walls will be finished with a stucco texture to match the proposed exterior wall finish of the house and capped with an appropriate material (i.e., stone or concrete). Architecture of! l. The proposed multi-level house's floor plan is comprised Elle fowi-n-g-cornponents' The first (street) level consists of an entry hall and parlor, library/office, master suite, great room, kitchen, dining room, and powder room. The second (upper) level consists of a master bedroom suite; junior master bedroom suite; two bedrooms, each with a bathroom and closet; nursery; prayer room; and bonus room. The basement level consists of an exercise room, wine tasting room, entertainment room, card room, laundry room, and maid's quarters, the basement level includes the six -car garage. The height of the building is 35 feet, measured from the finished grade to the highest point of the roofline. The architectural style of the home is French Eclectic which includes a mansard roof style with upward -flared eaves at the roof junction, smooth textured stucco, stone veneer, arched windows and doors with stone surrounds, and arched dormers. Development Review and Tree Permit No. PL 2015-03 Page 4 of 11 The applicant has obtained approval from The Diamond Bar Country Estates Architectural Committee. ANALYSIS: Review Authority (Diamond Bar Municipal Code DBM1 ) Sections 22.48 and 22.381 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 J'DBMC Chapter 22.40A 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 Re i - -oce s was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the* City's development standards for residential development in the RR zone: 11 1 nU I tid I oULUC2kM I- -I I—— slope. Page 5 of 11 Development Review and Tree Permit No. PL 2015-03 Architectural Features, Colors, and Materials: The applicant designed the project to have a variety of classic and elegant architectural details to reflect the French Eclectic architectural style, including the following design features: ® Tall, steeply pitched mansard roof style, with upward -flared eaves; o Arched windows and French doors with stone cladding surrounds; ® Ornate, stone pediment over the arched entrance; • Arched dormers with keystone details at the apex of the arches; ® Stone veneer along the lower portion of the front elevation and the lower levels on the side and rear elevations; and ® Smooth textured stucco throughout the elevations. The project incorporates the principles of the City's Residential Design Guidelines as follows: "ngle-fa n1ijy.4_esie de=_ will conform to all development standards, including 1 1 It: 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 a mansard roof; • 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 p - roposed building design; r doors are avoided; • Large wall expanses without windows o ® 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. Page 6 of 11 Development Review and Tree Permit No. PL 2015-03 Front (North) Perspective 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, five -gallon shrubs such as iceberg roses and agapanthus are complemented with a mix of other shrubs and ground cover throughout the front yard. Five -gallon Wheeler's Dwarf and Clara Hawthorne are used as screening for the adjacent properties. Also, a variety of trees will be planted throughout the side and rear yards, including 36 -inch box Marina Strawberry and Pink Melaleuca trees and 48 -inch box Camphor, Carrotwood, Little Gem Magnolia, California Sycamore, and Evergreen Pear trees. Additionally, four 48 -inch box, multi -trunk Coast Live Oak trees are proposed on the slope, adjacent to the proposed retaining walls located at the rear of the property. All plant types will be drought tolerant and non-invasive species to minimize irrigation and reduce the area of turf and sod ground cover planting. The project is required to comply with the City's updated Water Efficient Landscaping Ordinance, and compliance will be verified during building plan check and final inspections. The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Tree Permit QBMC Section 22.33.1 01 A Tree Permit is required when the removal or protection of a protected tree is requested. A protected tree is any of the following: Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater, and located on parcels larger than one-half acre in area; Development Review and Tree Permit No. PL 2015-03 Page 7 of 11 © Trees of significant historical or value as designated by the City Council; ® Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; • Any tree required to be planted as a condition of approval for a discretionary permit; and • A stand of trees, the nature of which makes each tree dependent upon the others for survival. The Development Code generally prohibits the removal of protected trees unless a tree permit is granted. When removal is allowed as a result of new development, replacement trees shall be planted at a minimum 3:1 ratio in residential lots greater than 20,000 square feet. Where site conditions preclude on-site mitigation, the applicant may pay in -lieu mitigation fees to the City in the amount equal to the value of the required replacement trees and the cost of installation as established by one of the City's contracted suppliers. Monies collected and interest earned thereon shall be used solely for the planting of trees or other vegetation on publicly -owned property. -The—aWeant submitted-a-tr by a licensed arborist on April 8, 2016. The survey identifies a total of 79 protected trees, consisting of 20 Southern California Black Walnuts, 58 Coast Live Oaks, and one Scrub Oak tree. The applicant is proposing to remove 12 Coast Live Oaks and three Southern California Black Walnuts beca-use they are located within the area of construction/grading for the proposed pad. The preservation of these 15 trees is not feasible because it would preclude development of the subject property. Based on Development Code standards, a total of 45 replacement trees are required. The applicant proposes to plant four 48 -inch box Coast Live Oak trees as a part of the proposed landscaping palette. Since the slope is densely populated with protected trees and there is no area to plant an additional 41 replacement trees, a condition of approval is included in the resolution to pay in -lieu mitigation fees into the Park and Facility Development Fund. Development Review and Tree Permit No. PL 2015-03 Page 8 of 11 Legend 12 Coast Live Oaks 3 Black Walnut Trees It Aerial of Protected Tree Location I :I Compliance with Hillside hil' � rui,�ement Ord 'DB -MC Section 22221 The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: Development Review and Tree Permit No. PL 2015-03 Page 9 of 11 Protect Boundary Trees * Southern C31.fornia W= . Vialnit [Juglans is * coast I,c on}- fouercus aqrdoha) * Scrub 0,1k 10tiefcus berbenddol*ai 0 4 - be p,otected in Oace du'frg c0r-strvc" Tree,, 103. 10 1116, 1: W1 L',. It Aerial of Protected Tree Location I :I Compliance with Hillside hil' � rui,�ement Ord 'DB -MC Section 22221 The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: Development Review and Tree Permit No. PL 2015-03 Page 9 of 11 • All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet; • Earth tone building materials and color schemes are used that blend in with the natural landscape;and ® The project is terraced on split-level pads. From the street view, the building has an appearance of a predominantly two-story structure, but the rear of the building steps 10 down to three 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. L�� !MMIM -N!, 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 proposed house is not located directly i ont he-eAsti-n0owtes-across the street; an the adjacent houses to the east and west have views into the valley located toward the northwest. The proposed house is comparable in floor area, mass, and scale to existing homes on similar lots in The Country Estates. The architecture in The Country is eclectic, and includes some French -inspired designs. In sum, the proposed project fits the character of the neighborhood on which it is proposed. 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. I On April 13, 2016, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On April 15, 2016, 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. 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 Development Review and Tree Permit No. PL 2015-03 Page 10 of 11 Categorically�'�provisions p0��� Si�OS����19 —D 15303(a) (new construction Vf@single-family residence) of the CEQ/\Guidelines. No further environmental review is required. Prepared by: Assistant Planner Reviewed by: Senior Planner 1. Draft Resolution No. 2O1G-XXand Standard Conditions of Approval 2. Tree Survey Report Dated April 8.2U1G 3 Color Elevation and Color and Material Board 4 Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review and Tree Permit No. PIL 2015-03 . . . . . . . . . . . . . . . . UIIMF�� Attachment 1 1. The property owners, Visanu and Radhika Chawla, and applicant, Amat Tajudin for EBTA Architects, has filed an application for Development Review squaf e -f Dot- _Ifl-family No. PUM-03 o construct a w 10,85-3 -MultiP we, -single residence with 2,265 square feet of garage area located at 2.3431 Ridgeline 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 10,853 square -foot, multi-level, single-family residence with an attached 2,265 square -foot garage; and (b) Tree Permit to remove 12 Coast Live Oak trees and three Black Walnut trees and mitigate as required by Code. 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 92,791 gross square feet (2.13 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 48 of Tract 30091. The Assessor's Parcel Number is 8713-004-002. 5. On April 13, 2016, 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 April 15, 2016, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. 6. On April 26, 2016, 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 ipecificatalfacts set forth in the Recitals, Part A, of this Reution are truly fie and correct;f 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 hureby-find-s-as� Development Review Findings (DBMC Section 22.48-04 1. The design and layout of the proposed 'development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 10,853 square feet of floor area and an attached 2,265 square -foot garage 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 . fln 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 a mansard roof with upward -flared eaves, smooth textured stucco, stone veneer, arched windows and doors with stone surrounds and arched dormers, 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 �urround eeis dsigned for a single-familyme and the ng usesoare also single- family homes. 2 Planning Commission Resolution No. 2016 -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 i�co apatble withthecharacter of the surrounding neighborhood and will mainain nd enhance 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* in terms of floor area, mass, and scale. it is designed in a- French Eclectic architectural with design features, such as steeply pitched mansard roof with upward -flared eaves; arched windows and French doors with stone.cladding surrounds; ornate stone pediment over the arched entrance; arched dormers; stone veneer along the lower portion of the front elevation and the lower levels on the side and rear elevation; and smooth -Mlfie� - n r-pnt isproposing textured stucco throughout the e evations. In I . 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 architectural style of the new single-family home is French Eclectic. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as slate roof tiles, smooth textured stucco, stone veneer, wrought iron railings, arched windows and doors with stone surrounds, arched dormers. 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 materiallyonioseoropevalues or resale(s) of property) tthe 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. rements. 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). 3 Planning Commission Resolution No. 2016 -XX 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 (DBMQ Section 22.38.110) 1 Preservation of the trees is not feasible and wouldcompromise 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 replacement/relocation standards) below. The applicant submitted an arborist report, prepared by a licensed arborist, which indicates there are 79 protected trees on site, including 20 Southern California Black Walnuts, 58 Coast Live Oaks, and one Scrub Oak tree. Of the 79 protected trees, the applicant is proposing to remove 12 Coast Live Oak and three Southern California Black Walnut trees because they are located within the area of construction/grading for the proposed pad. The preservation of these 15 trees is not feasible because it would preclude development of the subject property. — ents, a total of 45 replacement trees are 0aseu-011 LUJI&V me, -.t .0 rem required. The applicant is proposing to mitigate the 15 trees with four 48 -inch box Coast Live Oak trees and pay in -lieu mitigation fees to Park and Facility Development Fund to comply with the City's tree mitigation Code requirements for the remaining 41 replacement trees. 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 shall be finished with a smooth textured stucco application to match the proposed exterior wall finish of the house or constructed with split face concrete masonry units (CMUs), 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. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape and irrigation plans shall comply with the updated Water Efficient Landscaping Ordinance. 5. Prior to building permit issuance, the applicant shall pay in -lieu mitigation fees into the Park and Facility Development Fund, in the amount valued for nine 24 inch box Black Walnut and thirty-two 24 -inch box Coast Live Oak trees plus the costs of installation as determined by an arborist's report and verified by the Community Services Director. 4 Planning Commission Resolution No. 2016 -XX 6. 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. 7. If protective measures fail to ensure the survival of any protected tree during construction activity or within three years after approval of final nspection, a minimum of three 15 -gallon protected species shall be planted on the property for each protected tree that dies. 8. Standard Conditions. The applicant shall comply with the standard -development conditions attached hereto. I he manning eu, nTHss:ion shall; a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owners, Visanu and Radhika Chawla, 2909 Lazy Trail Rd., Diamond Bar, CA 91765 and applicant, Amat Tajudin, EGTA Architects, 17871 Mitchell North Suite 150, Irvine, CA 92614. APPROVED AND ADOPTED THIS 26th DAY COMMISSION OF THE CITY OF DIAMOND BAR. By: Jennifer Mahlke, Chairperson OF APRIL, 2016, BY THE PLANNING 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 26th day of April, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning commission Resolution No. 2016 -XX COMMUNITY DEVELOPMENT DEPARTMENT L -S P Wal Z USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Develo ment Reviewit No. PL 2015-03 To construct a 10,853 square -foot, Mu e1, s i n SUBJECT: residence with an attacheduare-foot gara e an Tree Permit11,111!'El'I'll 'E A- G-o-ast t d 0_vIt p remove three pro ec e -- '11U �allu Live Oak trees and mitigate as required percode. PROPERTY Visanu and Radhika Chawla OWNER: 2909 Lazy Trail Rd. Diamond Bar, CA 91765 APPLICANT: Amat Tajudin EBTA Architects 17871 Mitchell North Suite 150 Irvine, CA 92614 LOCATION: 23431 Rid eline Rd.Diamond Bar CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. 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. PL2015-03 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. 2016 -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 and Tree Permit No. PL2015-03, 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 oval project shall obtain a Diamond Bar Business License; and a zoning app for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2016-02, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are ifoiers nfoarnmdatione nlyoo arepqaurreeds intvoolvebde in wtheet construction/grading actio 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 busi sness activity being commenced thereon, all conditions of approval lbe 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. tions of the 8. Approval of this request shall not waive compliance with all sec 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 prir to issuance of City permits (such as grading, tree removal, encroachmeont, building, etc.,) or approved use has commenced, whichever comes first. 7 Planning commission Resolution No, 2016 -XX 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 cornet first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1 The approval of Development Review and Tree Permit No. PL2015-03 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 de atand bn mpaiedbreview fee in accordance with the feechedule effecot at the time of submittal. D. SITE DEVELOPMENT 1 This approval is to construct a new 10,853 square -foot, multi-level, single- family residence with an attached 2,265 square -foot garage at 23431 Ridgeline Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approveby te thenplag Commision, as modified pusuant to the conditonsdbelow.If check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review 8 Planning Commission Resolution No. 2016 -XX 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 certiticate OT Occupancy until f HA -1111 ee-- mp 0 115; 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 planssubmitted 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, structues, architectural features and public improvements damaged during constrruction shall be repaired or replaced upon project completion. 9 Planning commission Resolution No. 2016 -XX 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 f 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.ed sllplbromt'theoCt uthat the waste contractoud has obtained permits yof 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 I 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 pave 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 fired zdareas for the purpose of fire protection. The reqwidth of the fuel 10 Planning Commission Resolution No. 2016 -XX 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 incorpora . te sand and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determineusual circumstances make strs in any specific case that dict ifficult compliance terrain, danger of erosion, or other un with the clearance of vegetation undesirable or impractical, the fire marshes al may suspend enforcement and require reasonable alternative measur designed to advance the purposes of this chapter. 6. Special construction features may be required in the design ol Z>L1UkAU1C-;0 where site investigations confirm potential geologic hazards. APPLICANT SHALL CONTACT THE PUBLIC WORKS CONDIDEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWIG A. GENERAL I An Erosion Control Plan shall be measiudres sunlghaldl'be plan clearly detailing erosion control These measures 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. 2. in compliance with the City's Low impact Development (LID) reqemuirements pursuant to the 2012 Municipal Separate Storm Sewer Syst(MS4) Permit issued by the California Regional Water Quality, the applicant shall provide following mitigation measures to the satisfaction of the City Engineer: Conserve natural areas; Protect slopes and channels; Provide storm drain system stenciling and signage; (iv) Direct roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and (v) Direct surface flow to vegetated areas before discharge, unless the diversion would result in slope instability. 11 Planning Commission Resolution No. 2016 -XX 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 5:00ondahedutced Dust generated by grading and constructioactiMvitiesshall be 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 1 Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. applicant shall submit 2. Upon approval of -I Me Fe d by the drainage and grading plans prepared by a Civil Engineer, license 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 cwhain leneverink fethe nce. Allconstructaccess on spoiteints is not in the fenced area shall be locked h 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. 12 Planning Commission Resolution No. 2016 -XX 8. 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. 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. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 111_7'---F1fiOr to t e-iss' nGe__oUiJ1(dJin_ . ermits, a pre -construction meeting shall be held at the project site I e with the grading contractor, applicant, and City grading inspector at least 48 hours prior to commencing grading operations. 12. Rough grade certifications by project soils and civil engineers 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. 13. 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. 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 Ig registered in the State of California to the satisfaction of the City Engineer eand Los Angeles Public Works Department. 13 planning Commission Resolution No. 2016 -XX APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS 1 At the time of plan check submittal, plans ad construction shall conform to current State and Local Building Code (i.en. 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for CALGreen shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures reshall conform to the curnt CALGreen be shown on plans. Construction shall Code. V1 AN cHECK — ITEMS TO BE ADDRESSED PRIOR TO PL I AN APPROVAL. 1 The minimum design load for wind in this area is 110 M.P.H. shall and the site is withiiicEpant 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 felevations, drainae, and retaining wall(s) locations. These plans shalh l be consistent witgh the site plan submitted to the Building & Safety Division. 5. "Separate permits are required for pool, spa, water fetures and water fallsand , fire pits, detached trellises and gazebos, fountainsa, retaining walls, fences over 6' in height." 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. 14 Planning commission Resolution No. 2016 -XX 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. or other enclosed areas shall be b. All openings into the attic, floor and/ 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 availXbBty iy due to home being over 3600 sf as required per CFC Append105-1. 9. All retaining walls shall be separately submitted to the Building Safety and Public Works/Engineering Departments for review and approva& l. 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 Californ!1.7B.uiIFougndat a ighal 1805.3.1 and California Residential Code R403ions s provide a minimum distance to daylight. 12. Light and ventilation shall comply with CBC 1203 and 1205. 13. Specifications for the auto turntable shall be supplied for plan check review and approval which includes structural design and electrical criteria. 14. Design shall be provided for outdoor drainage pro ction between the outside to the inside of the he at door onigs. 15. The maid room emergency egress well shall be adequately sized for emergency egress and maintenance. C. PERMIT — ITEMS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE 1. Solid waste management .of construction material shall incorporate recycling material collection oyer DiamodBariTitle 8. The contractor shall cplete all required forms and pay applicable deposits prior to permit. . 15 Planning commission Resolution No. 2016 -XX 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. Private property sewer system connection shall be approved by the Los Angeles County Sanitation. 5. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. RSTRIJ e K)"N — G ONDITIONS REQUIRED DURING CONSTRUCTION L; O 1 Fire sprinklers are required for new single family dwellings (CRC R313 to Sprinklers shall be approved by LA County Fire Department prior installation and shall be inspected at framing stage and finalization of construction. 2. Occupancy of the facilities shall not commence until all California buildiBuilding Code and State Fire Marshal regulations have been met. The ngs 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. Construction activities causing the operation of ad molos requipmentsedin construction, drilling, repair, alteration, orition 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 hall tteswithathe Building official. All fencingbe view obstructing opaque surfaces. 16 Planning commission Resolution No. 2016 -XX 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. 14. The applicant shall contact Dig Alert and have underground utility locations m I arked by the utility companies prior to any excava ion. Contact Di lei t 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. Roof drains shall be provided for all flat roof areas. At least two separate drains are required with an overflow 2" above the main drain. 16. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 17. Decks, roofs, and other flat surfaces shall slope at least 1/4"/ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 18. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 17 Planning Commission Resolution No. 2016 -XX 19. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 20. All plumbing fixtures inelndiWgheCaliforn drpo fixures installed consistia Civil Code Section 11101.1 11-01.8. WIN 18 Planning commission Resolution No. 2016 -XX July 21, 2015 Revised April 8, 2016 Maryam Sedehi .EBTA Architects 17871 Mitchell North, Suite 150 Irvine, California 92614 RECEIVED CITY OF DIAMOND BAR Subject: Tree Survey Report for the Chawla Residence Project Site, 23431 Ridge Line Road, Diamond Bar, California Dear Ms. Sedehi: BonTerra Psomas is pleased to provide this Letter Report that documents the results of a tree survey for the property located at 23431 Ridge Line Road in the County Estates Community in Diamond Bar, California (hereinafter referred to as the "project site"; see Exhibit 1). BonTerra Psomas Certified Arborist David Hughes visited the project site on May 19, 2015, to document the type, quantity, and condition of trees that exist at the project site. )PROJECT DESCRIl'TION The proposed project involves the construction of a single-family residence that will develop approximately 0.3 acre of the 2.0 -acre property. Currently, the property is in a natural condition and has never been developed. The project site supports a mature and densely vegetated woodland on a steep slope (approximately 40 percent grade) dominated by coast live oak (Quercus agrifolia) and Southern California black walnut (Juglans californica). Additional trees and large shrubs commonly occurring on the project site include toyon (Heteromeles arbutifolia), laurel sumac (Malosma laurina), scrub oak (Quercus berberidifolia), lemonade berry (Rhus integrifolia), and blue elderberry (Sambucus nigra ssp. caerulea). The understory is sparsely vegetated overall and includes slender wild oat grass (Avena fatua), ripgut brome (Bromus diandrus), Italian thistle (Carduus pycnocephalus), and poison oak (Toxicodendron diversiloburn). REGULATORY AUTHORITY This Tree Survey Report has been prepared to address trees whose removal is regulated by the City of Diamond Bar Municipal Code (Municipal Code). Chapter 22.38 of the Municipal Codlistsaddresses ree to protection and preservation and (1) describes trees that are protected by the City; (2) pr permit tree removal; and (3) describes requirements to mitigate the effects of tree removal. As described in this section of the Municipal Code, removal of native trees with a trunk diameter at breast height (dbh) of eight inches or more requires a permit. Protected tree species include native oaks (Quercus spp.), Southern California black walnuts, California sycamores (Platanus racemosa), willow trees (Salix spp.), naturalized California pepper trees (Schinus molle), and significant trees of cultural or historical 225 South fake Avenue value. Required replacement ratios vary depending on the property size and the type of the suite 1000 proposed development. Protected trees that are removed from residential properties that are less Pasadena, GA 91101 than 20,000 square feet are to be replaced at a minimum ratio of 2:1. Protected trees that are Tel 626.351.2000 Fax 626.351.2030 www.Psomas.com Maryam Sedehi Chawla Residence Project Site April 8, 2016 Page 2 of 5 removed from residential parcels greater than 20,000 square feet and all commercial and industrial properties are to be replaced at a minimum 3:1 ratio. The size of replacement trees shall be determined by the City of Diamond Bar. All native trees on the project site with a dbh greater than 8 inches were tagged, mapped, and their information was recorded as required by the Municipal Code. During the survey, each tree that met the Municipal Code's minimum size requirement had a numbered aluminum tag (101 through 179) affixed to the north side of the trunk and the following data were collected: trunk dbh, tree height, canopy width, aesthetics, and overall health. The collected data are included in Appendix A and described in more detail below. Mapping Each tree that was surveyed was mapped on a 100 -scale (1 inch = 100 feet) aerial photograph in the field. In addition, each tree location was recorded using a hand-held glola pusifzoning-system-(GPS)-devi Trunk Diameter Using a diameter tape, measurements were taken at four and one-half feet above mean natural grade; multiple trunks were measured separately. The diameter of the largest two trunks was combined to determine the total diameter of each tree. In addition, the total number of trunks was recorded. Height and Canon The height of each tree was estimated from mean natural grade to the highest branch. Also, the diameter of each tree's canopy was estimated at its widest point. Aesthetics Each tree assessed was inspected and compared to an archetype tree (considered excellent on all points mentioned below) of the same species. Tree aesthetics were evaluated with respect to overall form and symmetry, crown balance, branching pattern, and broken branches. The trees were rated on a scale of 1 to 5 as follows: 1 = Very Poor; 2 = Poor; 3 = Fair; 4 = Good; and 5 = Excellent. Health The health of each tree was assessed based on visual evidence of vigor, such as the amount of foliage; leaf color and size; presence of branch or twig dieback; severity of insect infestation; the presence of disease; heart rot; fire damage; mechanical damage; amount of new growth; appearance of bark; and rate of callous development over wounds. The tree's structural integrity was also evaluated with respect to branch attachment, branch placement, root health, and stability. In addition, the health assessment considered such elements as the presence of decay, weak branch attachments, and the presence of exposed roots due to soil erosion. The trees were rated on the 1 to 5 scale, noted above. RESULTS A total of 79 native trees were encountered during the survey that meet the minimum size requirements to be considered protected trees as described in the Municipal Code. This consists of 20 Southern California black walnuts, 58 coast live oaks, and 1 scrub oak. Attachment 4 E B T A ARCHITECTS _... 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949) 955-1377 'Ay Na clam 1.( Q �9 A"xnaoX' f$ 4t �0FCPV'� Chawla Ke5idence rn,.,naR Project Address: Lot 48, Tract 30091 23431 Ridge Line Road Front F, l e v a t i o n The country Estates Diamond Bar, CA 91765 Davila Ke5i Jence Title Sheet scale: I/4°=t'-o° __. 25431 j(irigo rine Goad Diamond bar e6 into J ._...... ........ 39 I H B T A [7P--roject Summary Occupancies & Zoning Governing Codes HOUSE: R-3 (PRIVATE RESESCE) 2010 CALIFORNIA TURING CODE (COC) GARAGE: U-1 (PRIVATE GARAGE) 2010 CALBORRA PUIYOING CODE (CP.C) 2010 CAUFORmA MECHANICAL CODE 2QIING: RURAL RESIDENTIAL 2010CAUFORUA ELECTRICAL CODE (CEG) NUMBER SiOUFS 2 + 8ASE7TEIn 20M CALIFORNIA FIRE CODE (CF.C) 2010 CRJFORNIA ENERGY CODE (DUE 24, CHAPTER 6) CONSTRUCTION TYPE. TYPE V -B 2010 CAUFORNIA GREEN WRONG CODE (CAL CAro1) FULLY SPRWIBERED (NFPA IM) AND LOCAL AMnmunlTs AND OROIIMNCES ASSESSORS PARCEL f• 871}_004-002 W 48, TRACT 30091 PERMIT 11"HER1 FR: We 4 (HIGH HAZARD FIRE ZONE) Building Area Tabulations (City of Diamond Bar) (AREA SGSQW H OF ACTUAL SQUARE FOOTAGE PER CB.0 SEC 207) FIRST FLOOD AREA. SECOND FLOOR AREA. 4.354 S.F. 3,414 S. OMENT UVABLE AREA 3,085 S.F. TOTAL HOUSE UVAOLC 10,853.0 SF. UASEMENT GARAGE AREA: 2.265 S.F. a LotSS (LESS THAN 30' REQUIRED) SITE%em CROAREA: 97.791445 S.F. NET SITE AREA 88,86150 S.F. BUILDING FCOTPRNT: 5,MIZODO Sr. 511E COVERAGE Use S MAYUMUM BUILDING Hndn (SEE ELEVATONS): 31'-9" LANDSCAPE COVERAGE 75,735 U. Bedroom C.ount�DOOEA REQL9aS ONE CAR LESS THAN BEDR00U COD�REORIES ONE CAR LESS THAN BEDI COUF: STREET AND SITE PHOTOS BA41aNr FLOM i UAID'S QUARTER I FIRST FLOOR: i YA5U SUITE SECOND FLOG: 2 MASTER SURFS. 2 BROOMS. i EUmSEAY 1 5 TOTAL BEDROOMS 7 PARONG a TOTAL PARIONG STAUS IN GARAGE PROVIDED. G Tract Map Project Team Owner Ysmu and Whim Chawla (714) 814-8877 Cell (909) 860-5078 Home Architect EGTA Architects 17871 Mitchell North 9150 Irvine, CA 92614 Contact: Amat Tajudin (949) 955-3282 1949) 955-1377 FAX Landscape Architect Daniel Stewart and Associates 2753 Camino Capistrano 113-2 San Clemente, CA 92672 Contact: Dan Stewart 1949) 381-9388 1949) 381-2873 fax �=vinity Map Sheet Index Architectural IS SHEET INDEX. PROJECT TEAM, PROJECT W WARY, NCBOtt MAP. PROJECT NOTES. SIRIBOS ALO SITE PLAN A2.0 A21 BASEMENT ROOT PIAN FIRST FLOOR PIAN A2.2 SECOO FLOOR PUN Assessor's Parcel No: Rocr PUN A61 EXIEFOOR ELEVATIONS AE2 8713 004 002 A63 WEROR MAIMS one E%IECOT nEVAIWI S A7.1 SHAD HO SECTION A7.2 o Roi AJ.3 WONG SECTION A7A /tt PHOTOS STREET AND SITE PHOTOS NOT To SCALE a GGGIII Project Location Lot 48, Tract 30091 23431 Ridge Line Road Diamond Bar, CA 91765 Sheet Index Architectural IS SHEET INDEX. PROJECT TEAM, PROJECT W WARY, NCBOtt MAP. PROJECT NOTES. SIRIBOS ALO SITE PLAN A2.0 A21 BASEMENT ROOT PIAN FIRST FLOOR PIAN A2.2 SECOO FLOOR PUN A11 Rocr PUN A61 EXIEFOOR ELEVATIONS AE2 EXTEROR ELEVATIONS A63 WEROR MAIMS A6.4 E%IECOT nEVAIWI S A7.1 SHAD HO SECTION A7.2 SAUDIS SECIWN AJ.3 WONG SECTION A7A mumca G SECTION PHOTOS STREET AND SITE PHOTOS Landscape SEE LANDSCAPE DRANIH. Civil I or 1 GRADING PLAN Project Number m aT9 D.R.C. Sub. Al - D.R.C. Sub. 82 - D.R.C. Sub. 03 Revison Revision Revision Revlslon _m- RevlslOn®- Revislon _®- Revision ®_ Revision _®- Plan Check 8 - PLOT DATe 3/3/2016 Sheet IR E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949)955-1377 Na C18832 }I( �OFCPU� Chawla Ke5idence Visanu & Radhlka Chawla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Project Number onaT9 D.R.C. Sub. #1 - D.R.C. Sub. 92 - D.R.C. Sub. #3 Revision _p Revision _®— Revision _®— Revision —m— Revision _®— Revision ®_ Revision _®— Revision _®— Plan Check # - PIAT DATE: 3/3/2016 Sheet 'III 1 1 i IIII 11j1 111 111 I 1 1 f1 \ 11 �.\ IIII r _ 1 •� ,' .�/ - I i 'III ; ,. ;;,ISI, �f N,.III 1 IIII II Pact fFENCEFENCE ._. .. ..' .., .. • � O O � .. ,. � 11111 1111 1 1 111 I i 1 j1, 1, --- ,/ -1 - ----' POOL° f --' - POOL LOUNGE .,•. P T J"t � '1� OUSTING RESOURCE .. 1� 1�I; POOL VAULT ( .: SPA u - L41IlEa.. ^... .....� :. r[AWER _ : rva1T[R f \ 11�� 11111,11 i'111i 1111111 1 v I /. 1 POND:.. 1 -- .. .._ "-_ PL 1i1CR FIREi ACCES516a00' eASEMENT BASEMENT 1. ACCESS ISOOO' '-.. \\` Ill II t 11111 1 III ji1111, 11111111 (�"� I I I - TERRACE RACE11 �� g, 1 1' �.. 6ASElaNT LEYFL i WATER PALL DASFMEIIT LEVEL 1 - � I ,�--,✓ 1111 1111 �) 1111 I 1 1112 1 ..... n PT :. -- -.� ]61128 ..♦ _ \ 1114 , . 1 POND ,°j, 1 MAIN LEVEL 77ARACE, " _ --. —31 � � _-�; f �,, n �❑3i '.: i ,1 . ,d. -i/8A5FiR]R Y. ••' >Y 1 ! yVY r h•1 \r^.� Yl J�. ii Jz ......, , } } 1 Y \ ?' ! \/ { % )T>>' 1 V \ }- / y!/•}!' 11]3 -' I'.;. ..1122 =....... i > >>. �Y.`< .r)y.,\\Y\j{) / •> ''C X•. n.) >. \ )' >'�> i�> }' K� ��� : n)'. /�%\,}\r Y ..ro IB>\ •I`.n,./ T./ \if! \ �>1�>: �V�T1) �II 6�..` 1.. / : \' upi .. \, \.\r \ Y � yY\, ..... ,� a6 : ,:. K/` 'ti :?' T .:.^,\.\. v C t• n 7 !. . n. i .: ? >`. K, / - t rn n , \r )T !, n K \. N r o : \ })!>' n ..1,26 ! ,`{{\ /.. ! �)"! T 1• /� ti V\ r ! / .. >%. n.. \ !x \r r„!. r . 1 ., n / �.. f.. l l \ 1 ✓ /�.7.i (,{ ., \r , r r. \i \% E ml .1139 POOL GALE M 61 . ._. � •� % >/. rK / �� ��i-Ii29E: srumA,�anu3-m' <!!.V! \ )�� r/v\ JT ' > >r hhc!X� r ;.� � >~ � <vj.> � V! s { k : , .) ; . ~ ...- �i � � � 11.12 . tvi); K^, �j? r\./r{ \ .. ..1132 }%•�/`/ �1+//�"y\?T�l},/. \ i-?�l: {!<r��}'>} �ix�T}�Y ,C�{!i\\��xh { .. ._.... �- I' i) < ♦ } /,yx J >.Y x < r \ > >. ,> \ ) } > X \ �! } ?'vx < <i / I -\ .!.)) • v\ \' ~nK,.. > l'. ^�\r :<�.<�•i\>} >{ KC u41,1) >} T>h x%>') �!yt l"K v \ .... .... .__ . t .. i'rt, tti1Y?'✓}�} l�~4�Y., ._ >> 7�Ti (`♦. j\.1. 1\4.K:x LOT 47 lDT 491139 \� fl !-,.1n `rT T. /: rC >' \J.> Y\. ��C )TA! \�j\ Tl /. v•{ `'1: -': 1;46..- _ LOi AB \ \ } ).yx < ♦ )'y> � n > 1 Kms\ X1a1 _ - �WG41E _- 114 4�AM1 NPLR F RTYI .., . __. ...: ANO REP161d REWRmT EXISiW \ C DE9DnItE •' — - •\ .: :.� 1 � /f :I ,. I..... 1 -)149 f0lNii 196 SIDE \ W .. \ _—_ _ 1148 . ,.. ..71� ' ' .. 1 -L' 1 - .....""{ 1 L �(. 1151 ....':. + .':: ',,: ENTRY 1,52 '. (1 •,.._9f.".•--•--,•- Hi$fi1t 11NE �. Elm .. .. :.... ... - • O. ... .�,. t. :::: ... •.:. .: a ..': - i D N53 DRV VEN'AYI ... 1154 • _ 1 FOUNTAIN EN„TiY fOI1NTAN1 �..:: I I1156 ... - 18 .....-..1158 1., ... 0 ' EMERGENCY off -- '- 1 i ---� - ... '” _. .. _ ._._._ _._ _._ .....-___--_____ ....... _--._._._._._._ __ .n, ARKI " n� (� . ,>o ENRGN TURF 6 , ... ... .... 101 ' 1'" f� i ... S6 11156 �I Overall Site Plan NOT TO SCALE [' 1 / tt u'.'.�.__ . .�- 1154 18055'07- 9800 48 \ IENmY IB --- `.--:....:I. (o:(o.: B wilding Area Tabulations (City of Diamond Bar) AI WAY Pa / �s ... i� ' '- (AREA BREAKDOWN OF ACTUAL SQUARE FOOTAGE PER C.B.C. SEC. 207) fI`p - rr?, + FIRST FLOOR AREA: 4,354 S.F. -, ao Noy � - SECOND FLOOR AREA; 3,414 S.f. BASEMENT LIVABLE AREA: 3,085 S.F. TOTAL HOUSE LIVABLE: 10,853.0 S.F. GARAGE AREAS.F. BASEMENT 2,265 S (LESS THAN 30% REQUIRED) Lot Coverage g' GROSS SITE AREA: 92,791.445 S.F. NET SITE AREA: 88,863.568 S.F. BUILDING FOOTPRINT: 5,302.000 S.F. SITE COVERAGE: ram NO. � s;l MAXIMUM BUILDING HEIGHT (SEE ELEVATIONS): 3Y 9' Bedroom Count (DBCEA REQUIRES ONE CAR LESS THAN BEDROOM COUNT): -- ' '—"— BASEMENT FLOOR: 1 MAID'S QUARTER 1 See grading plan for all Tops of walls, Finish Grades and Wall Heights - FIRST FLOOR: 1 MASTER SUITE 1 SECOND FLOOR: 2 MASTER SUITES, 2 BEDROOMS, 1 NURSERY 5 - ": TOTAL BEDROOMS 7 — --� Note that the permanent exposed PARKING' hetghis of the proposed retaining walls shall be tour feet tall ^^' al, TOTAL PARKING STALLS IN GARAGE PROVIDED: 6 " NOTE hIAT LOT 48 IS NOT CERIFTED. PLANNING COMMISION APPRROVAL WILL NOT BE RECOMMENDED BY THE PW/ENGINEERING DEPARTMENT UNTIL LOT 48 IS CERTIFIED AND ACCEPTED Site Plan SCAM 1/6• - V -D' 2 Site Photo Project Summary E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949)955-1377 Na C18832 }I( �OFCPU� Chawla Ke5idence Visanu & Radhlka Chawla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Project Number onaT9 D.R.C. Sub. #1 - D.R.C. Sub. 92 - D.R.C. Sub. #3 Revision _p Revision _®— Revision _®— Revision —m— Revision _®— Revision ®_ Revision _®— Revision _®— Plan Check # - PIAT DATE: 3/3/2016 Sheet RIP RAP PAD DRAINAGE EXCAVATION:ON: OUTLET �EARTHWORK OUAN1117ES: SIRUCRIRE PER DETAIL SHOWN2.690 CUBIC YARDS O / "' ON THIS SHEET. OUTLET 1M THROUGH / - III I ' �SO95) OMWNALE 5PREADEA PEA J IT FlLL 2,050 CUBIC YARDS DETAIL SHOWN ON 70 STREET. _ IMPORT: 0 CUBIC YARDS EXPORT: 640 CUBIC YARDS I ' 99' FROM P.L. TO ADJACENT BUILDING (APPROX- 400' NORM OF R/W UNE) TOTAL 2,690 CUBIC YARDS Jp�� II I AVERAGE SLOPE OF LOT: 32% Z' z eW"Fc i --'r ,D , ta)a. ,)9x00 CL _% _ ' '-,');,0 1 / , 1'� i 4-0' TV wuL ttoe.ao Tw /P i /r- aa6 Ww. 11100 m 4— T 3 Dt4 PoP UP CrTnS 4'-0' 11AL / .. �/ / m - BURDEN LANDS 420 FC V 0 i6 EQUAL '.4i-0 I/ /� _—�� —._— - Ai-0 WNj, 4 mIW ii i / i-0 _ t� 117: 7 8'= ' ' \� � .,�— �� -0•. WNL i (7)f� Q O� ! OaflW 2;8'WNL �--,._':'; •-%. _ � f)i m _ dd MO am 6' PVC I m O i." I 0/100 Fs x168 WNL '8' MIN. COME I 1tz OE BY C -0 KVL .. t INTO COMPEfEM �.`-Ilk—t 6 K l.I�,N_IIE 2 WNL 112'J 3 NI cea ANCHOR 3000 Pei w O x558 iW ) MATERIAL AS t131� pp 6p lW POOL ,)�� i , m 1 _ DETERMINED BY SOIL .- P �!•a. 18160 " .. _ u..,_. z-e"NNL )-0� "'mod Tw ENGINEER Z 11 IS r 0°W,wm.. SECTION Y-YFS OW WS.Ee1125.00 4 F 2 WAIF 1 0 ( f0-17255 11 5� WAIL 1� �� 4. 'W2 _'I . o FSS III L - 5_226"00 _ 4z Its COVFA FC E 6 MIN ' lliflm FS _...-11D7-_ r.I ____ �•IiN-09 ..'.:. � �:.: .. —4 �I {�'7U41 ElEVA��m WNL ALL Im TWi •..WNL .... II II"" �—___ a Tey It0lt90 FS - _ .. L .. V• --- .11iJm .. "Bm /W 'WNL 1110 /.- �,,. -' ': Yc--.•:4 J y 4 4;6 WUi-- 4)-04i-0KLLWLN.L..1118-000 FS ... . ., , JJ1 l am FS ❑',:. .:. _N.. .-.__,_3__f_,_fr I .----.- . 1i ;1 32807590�z iFWS (��•IU6 �PJC u Lj�12-1E BY ..6' THICK 4-0WNL 1,S,m CONC.ANCHOR W 2W ,86I,mmW SECTION X•X,4i-0]m '6' 41-0]m54WNL N OpD 2LLAX37 fl3t)13-0' WNL 2-0' WNL 4�_Q 2 �' A SLOPED WNL J L--1 UNE OF FLOOR PBPJE --- - r-- LENGTH PER PWJ I its 11 FS ...... -0 t 4,_A VNL�.-- : FftWEO STAIRCASE -�. 'fi X 2' 6' PJC X TIP. WALL .. 72x0 _ F.F:=1135.50 1,20m FS ii TIW AW.F 1 - BASEMENT GARAGE w z-0 WNL f 121m ES I — 1J - BUSFl1EM CAIVDE�/ 4-0wALL'tl — t125 1-02110G 4-1]]30 ANA, 7EE w/ 6' PJC \ •t ci J zwN1 3229 — t,32u rs y ltae.m rs LOT 49 - C.D. RISER uzam.Fs. 6•_y WNL LOT 48 I I eta 1'-0' WNL - - . - a'-6• wul. I nJzm - TRACT 3009 - 11 : (6 I I N , 4 wuL ... PLAN 3 ¢ IT4. zo)m�ww : r}Jov O 1 DETAIL o 1 -- II ss60 Sam - G.F.F.=1137.$3 DRAINAGE OUTLET/SPREADER 1PEN)Ssmm ts}) :.NUL ABBJE-GNRFDE ( I� I X64-0 WNL i 8 PER 50115 REPORT. NOT TO SCALE > a o ElEVARiR MAR BUBO 4550 ATG III , _ , , ❑ -, 1 3 WNL h9' FROM PJ- I I It 114f.m Is nF= TW 1 WW ."•:, ' 4'-0' WNL PA 1 40mFS --f/9m X7139 .. "'J!"0•Wa -, BOA 1W nasal F.F 1137.00- F.F.ABOVE 47AI Fs tau wNmi m ,.._ 3'-0' WALL -1148.00 mm TW LOT 47,mal r---'y mat Tw iN750 m Tu0 l\ 5.m 3 DEEPEN FOGHNG 2' - - )4VI N i 1691 FO 5-9'_tTN1 11491 2B F5 MAIL-ABOVE GRADE 4-0 NA11 _ 140 WNL - 1461 3-' WNL 1146.w ... S-0 47m114150 4 _ i114f ' ^'6 -FSS WAIL. , 3-; Oi 4'-0' WNL -FLO,9m PER WPLAN 6' CURB, SLOPE:1)Iaet m __—:4•:=7'— - --- 4-0e�,wyL aQ i�FS G' OIA RIP RAP - W/ ADJ. GRADE " 4 -0' WNL. ,14835-m �I ". 7143 i+ '` / ... I / 4'-0' WN1 if5/.m VELOCITY REDUCER .._ .. ___ I I n '-3'WNL ,� II Am IW 2-WINS•. ifSlm Tw,. gg n4am rs I I I y 8 WNL ..ttsa.A, TW _ WATER( (FEATURE 4-0WNL t , .3T2•_ BRIDGE, I (i'IIC 't IB 1 "..iN804 IS ISI -u7a u9m L.* `�j-0w I a-o•wNL SECTION X•X - " 114839 R ... f 1,639 FC _ 11'-3' MEN S2m FS ? _ i I 1, 33 pNL 4. _-_ -4 - . 1' .. 2-0 WNL 3' THICK 2,000 PSI CONC J 4-0 WNL I :.m HEW. W/ 6' X 6• WIA X W.W.M.WIA its -._'---- "'... �y...EjR •.: - _ tstm .,... L � nszm IS _, PMIONG ONLY � "� -. �. "' � x5 15 ".m 80'55 7' E 8.00' ( 1-0• WNL"" 12 ,mm FC � . / ns,3a m t �I s• WNL i)4e wAu ::� ; ' 9• WNL % --,.. 1' "; - � � 2�40'mWD�. (nso) = v '" .� \�pu9)znsa9oFs / ti bop „wf p ^�\ TOP WALL-/ RIP RAP PAD- VELOCITY REDUCER �i"' _, - 3' ABOVE GRADEVELOCITY DETAIL E p cE° OUTLET STRUCTURE 9� o - - _ NOT TO SCALE to RI ®GE INE - YE a .. -... .. SHEET 1 OF - 300 LA0. 15349 E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949) 955-1377 Na C180J2 Q Pn4liJ0� �OFCPU� Chawla KesidencIn Visanu & Radhika Chawla Project Address: Lot 48, Tract 30891 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Basement Fioor an 10141111 �� Project Number ottms D.R.0 Sub. 01 - D.R.C. Sub. 02 - D.R.C. Sub. 03 Revision Revision _® Revision ®_ Revision Revision _®- Revision _®- Revision _® Revision _®- Plan Check W - ROT DAIS 1/27/2016 Sheet Basement Floor Plan SCAM 1/4' - V -B' 1 1 Spatial 3 interiors 5 Appliances 7 Plumbing Pfu Fiji Dan IPE Or Mat ND/OR WALL Am 11 DO WAU SUM OR MEANS - ROTOR TO SOMI / UTILITY KM BAT -N RmORAM - PROVDE RLF3� WD COATED mo M XE W7EA-HIWY WOM - PON fii ap0W6 WEDSRa M) COL "m 7.1 AmUR SNX WED GARLACE MMAL (TAM) (LPLR) (VCORu. ) I' afCGOGL�PM /cWa - oAcr uo taAnal ro BE GEmman 0Y nmacu Ll General DOOR Mm �aNin CA Lan5 AAE N NOES FgNAT PER S ERRA PALM STAWMR S I 6-WXEEA GAS Pwir"N! YM HNT 191i la WIWE}M3'Y Wlaea6 Nm fit ( 7.r - . '� �' •� : .':� .' .' I i 11 It ,. 1 i I I iI'I 1 L NL WHEDO . ITENa 2 NL wWl DOWIS NE CJDID art USIIG NaES FWdAT (lE •3796 OR' N r -C w: e• -R EU DAm YE or Mat AD/Qi WALL num X 3P IOL ATFL ADEM 30' X 3W WANT WEN FAIL N ATM - VEM ALWL STE �._1. J• -v n' -B• 7.J UIXENY 9x (rasa) (tPLA) (ma") i 1 I 1 IA"i EflW Rmuaami5 at MAE ca"Am _Br. 7X6 SRO TRAIN ,❑ , I Abbreviations 2 Exteriors 14 0010E 2X4 SILO TRAOG i4 BRT-N 00 - 49EY WEN9a15 DOE WAFXU A5 stam gNS 7.4 GFR -an IUXR 9N R6 nN® IHR NN N aD2I QPLA) (MORA) (fbsfl) ro ff samm m annm LA) RA UE XN5 RSM 21 Wi0E1E R7AwIG WALL PER SIRAMUL pABiGS 15 J6' Nal FVADR/A WN FiPil" 9'ADaI NOF 10 AWOw A /' DV.FET01 9'IER 10 PASS RRWN21 PER VLC i5 EAT -N YataAAT£ NW - HRFY Blmi9a6 Yiil WIAIFILIIAEAS S4FIG106 7.5 I - 'P I _ W ne StorageWine --------- Tang a -- , Exercise R nssr7 m ---.l m Sauna �cas I Steam; --- - i6 BIEi-N lAl9{ �ALIOi - HiSY NENSERD WN WNLFAI DOAs SPFDIIUINM "b CAS WATER HEATED =1010.T -N R-16 P@AATXN ! VEM Mon ON W Yal WGB nwe M7}VL PRNDE NOF -WW C0IECWR 479/C SIAM M UifAA NW PA7 RIEI VAH fl8 MATai MFUDI AM ) N'a ) Plumbing 23 PLASTER SU. / POISUF - RM 10 DDm01 ELEVATOR 1] { If' th"l 1 �I i +• i 1 i B9 AUTO RUnALEE - RTW ID uNW.FACDAmi s EnTTUTERO M WSAll m aTAAS ANTE-Sa. 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O&LEIDi SEER ro PA59 n00M1 FER UAC S8 SULT-N UOMOVE OY N - VERIFY DUMO S MIH Wk1FACKRUTs S EOWTENS 7.8 MATIA BUDGET LM W 9N. CLEAR 71LE N 11011 AND 2r 10L DEAR WAGE N MW (TELSD) (SPLA) M7 AN OOEIWDS tOE M UNIT- MM ro NOW PLAN ❑22 FLASTER MIAAPED LOM MALL 16 MU 6 TWE 7 GROW WARD AT MALLS AND SO NG ff GAME AND AT &1L USW TALE USSR SINS 56 ❑ DAFN TRASH WOAMOR - VERY DUCAM VON WRIACIUERS SWOTERS 7.6 GAS V1FA fEIRM KM BULT-N R-16 INSULATION a E%ISTRAL ONIEE ON 91• INN MOOD FRAFED FM GRAI tO9EDWS. FOR AND PAT MU VALVE B° FLEVA7Oi EOJ0EN7 (SPLA) (Y.CORL) z3 nAs7m su / Po79Eu - RmT ro EZTEraa nEYATV6 17 ❑ OOM/a. ME - RFL9 70 NIadOA nEYATgS 57 ❑ OP7MNAL TEo D0OA9ED hi BNO (785M) (SPLA) (VCM) IKIN-MaDDERM RAW IONAP ATS IM BRAN TB G9F9oE RM ro TITLE 24 Em ALYXIIDIW. 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Floor Plan Keynotes 'EBTA ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949)955-1377 C- kawla �e5idence owners: Visanu & WKS Chawla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Gauntry Estates Diamond Bar, CA 91765 Second Floor Plan N SCALE: i/4• -1-0• General L ALL rRxol BOOT &1D 9WMR tliIDIIR ALE n FIOE9 mLAT PER PROFS STANDARDS 2 NL MOW ➢Wt5S W . II) WW D OL 2N ACANED 4NOESRWIO(LE`3796OZ•S2'-PMi8'-P 1 ALL NinMa M/1l1 AR iVACW.Y 2 r / STUD FiWOiC N9F5 NOTED OniRaSE Abbreviations (iLSn) of 9ucW naoER Protect Number mio39 F Lx) NSTAll FFA WNPACTIAEA5 R[a1hleAiXYb IN D.R.C. Sub. #1 V.caw) weer OEAA fffla1G R9J10ENIM, 1m1 YILNIFACNRR D.R.G. Sub. #2 - EOEss wmoM D.R.0 Sub. 03 Plumbing Revision ANT-SCALDNG 900 ANI TUB No SRRA VALVES RWND UP.0 SM 4107 ----�- Revision Glazing Revision MM TasFr®aAs N TIE mFrnNG EurAmars Eounws Pm gC zwM! t GIAZNG N NGE.S ANTI E4E35 BOWS Man ADM Revision m 2 G A7NC N FRED AND SINN: PANELS OF 9ENG DOOR AS== AND PHOS N SOONG BOOS, Revision PANELS, N S1NM DWS, ODEA MAN MAMM DOM DWS Revision 1 MA MGN SR19I 4. OAZW N ALL BmAAIEID SOUND DOOM Revision 5OAM N DWS AND ENCUINUM FOR ROT TGM WO WO.s, STEW ROM ion G OA7NN 6 FWD OT WEAAOLE PANELS ADJACENT TO A WOO NAR R.ARS7 TIE DPW EDGE Or THE TIE A D PWIIEN AND *M GLAZING S NnW A 2 - AND OF EMU VERTICAL. EWE OF THE DOOR N OSS Plan # - RE BOTTOM EW09D EDGE ff TIE GLAZING S O35 RAN UP ABOVE BE WADING SURFACE 7. GLAZING N AllMWA1 NOD OR WWNE PA19• THAT IUM All O' BE Fg1DWO CONWO19 A DPW AREA or W N'WANAL PANE THAN 9 SO R. PLOT DATE 12/11/2018 B. DPW DM= EDGE LESS THAN V ABOVE RE FLOOR C DPW TW EDGE OEAIEA THAN 36• ADM TE FLOOR Sheet D. OE ONE DOE MAMO SWAM MIGHT! W HURZO FALY OF THE OA7NG Insulation HVAC 1 SE ONWL NOTES MEET GN -I SM RWNDIG MONG IEPARSE1R NOTES PROVIDE COMMOUS DUMM TO ALL REGISTERED GRUES (NO DISMAL. OR FTAIED 9AFE•a). 0 Floor Plan General Notes I■1 h \-- ' T - i of - "" � I 3I11lfffAll Roof Plan SCARF: 1/4' - 1'-0' 1 L All RAM AMI DPW SHEET ILETAL SCOL BE LRn➢IS® COPPER M ODNEYS ARE REAIOmN TO A 15 SF. NA=1 FOOMIT SFE .7, 2 ROSE FLEVAONS ARE TO TW G' FROM LIATERAI. AND ARE FOR DIE SHADY CANYON AWDADON LY. NIEFOn OF-UWWG R NOT ALTERED AT 9MHNT LOCATIONS El WALLFOX RPMAY TLE R �tOi 3W 9�iuE�¢ s7U1LlM YER TYPE mm C nC' t ,L • IIS OF All GtE DURA RTS 9011 IE TOM MM AT"m GES ALL RAE s 9WL D-: Oil OF TUlED Y1N Itl l�] xA4S THE HEMS OF ALL il6 SCOL E x4FA REH�5 ff Ill AtK{ IP A4)RAE iV5 SEAT. BE 0 n A WA W ATNOED"am WSRC Euro•it P4. I All ROOF FASNRi6 9WL BE HSWIID PER UA UFACIUERS ➢67RI1CIIOIS ALL FASTENERS TO E9SF INTO NO OF NOT NES TUN 001014 Ii ALL ONASE iF70M1A7N7N$ SCOL BE PANTED MT OLtW. t t. ALL ROOF MOL" ARE i@ u (ONO) US OOMNS'WR D-rrA �r— i : DSC DOWSMUT TO CONDUCTOR : t. AL RAE itES 91ALLVEff Ram MM 2 THIS `16 MUST DUDES S ➢E ROOM5 19(E IO /1D 9WL LE SETA A WAD OF A7�ID WSM fi s ATC MOVE TON OF CUM -00 ... .... ATS ADOYE TOP OF SAB NOTE SHM. IAREA C MEhen FOR I AME TO BE CSW. M (ASN PS m 7. USE vORTAR AS A OF STOP AT FANS 4.T BO(N ME A WN" T i/r i0 TRIP OOmOSi omm NNSRRQ 0AiOYPJI QC HOG CfA NQ W APPEARANCE. RUN 05 AD DSC EDW MALL CAM AHD CONNECT TO I� OMER USE IUCAIs uE OF STUD CAL 6 ALL RIO ANI KRIS RUST COMPLY NET THE DE9W GAOLNC AND ES LOCATED H UHMMSE RIM DUDE WE DAMAGE SKnN, TYPICAL I _ AREAS SEEM N ALL NEM A SEEM iM OU)ATEY NDUOWG UD VE TS T E E tEIGDOES YWm SEEM Am DE N75 Pi C E AND YAUOD MOVES METE P059OE �- PAHA➢ W'FVI ETA OEOai W SAME AT OOOEI' IgUil06 " it20 -. ROOF E RU M nE F ALL R ff ALL RUES AND MTN75 ABOVE nE FP09$D ROOETC 11 DEEPLY FETA nMWO AND WAIRTd MW AT ME ROOF TU MAL WD10O15 MUST IT UTWT MUST 0E Ai THE ADSOUIE 700uLM N1DAID m COOP. ABSOLUTE 100. I� W17A ZETA SHOE AV7 TlA4DIC AT 060E'f 1'EIEIAATl01 ➢. = -� To RNIF 41ntro � Om MAL Y/liE7 NSNG N Tui xAMRc STALL WRY TO nE Fa1NENc ImD➢AI aC BLADERc OEPARTYEHT mAmums AND V' OA IW WM PANED WROf IETA ROOF CORER 11E nm Uar al 8 W PANTED CUM FETA vOM@OUT. CONNECT m UTIMMO ND STOW WHIG SYSiER. I■1 h \-- ' T - i of - "" � I 3I11lfffAll E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949) 955-1377 Chawla KesiJence Owners: Visanu & Radhlka Chawla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 First Floor Plan N a Project Number mmys D.R.C. Sub. 41 - D.R.C. Sub. 02 - D,R.C. Sub. 03 Revision Revision ®_ Revision Revision Revision Revision®_ Rev! Revision Plan check# - ROT DATE: 1/27/201$ Sheet Roof Plan SCARF: 1/4' - 1'-0' 1 L All RAM AMI DPW SHEET ILETAL SCOL BE LRn➢IS® COPPER M ODNEYS ARE REAIOmN TO A 15 SF. NA=1 FOOMIT SFE 2 ROSE FLEVAONS ARE TO TW G' FROM LIATERAI. 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TWO LAYERS GRADE D BUIDNG PAPER G PLYWOOD SNFM PN835 (WII78 INGCAIED D. Z WALLFAAVMG -PER SRTUDTUUL E INSULATION PER T-24 CALLS. (MAINE DORMS)) F. GG'9N WMIB . (nPE'A' YAIRIE RECJMED) �3 TYPICAL INTERIOR WALL ASSMS.Y: A GYPSUM WALLBOARD (TYPE '%" W18RE HELIUM) B. N WALL FRAMING D M19M11OM PLEA T 2{�CALGM'i�(W1)) E DYPSUY WAlI➢OARI)(i1PE 'A' WFIAE (IWOOD) �4 TYPICAL FiDCO/mIRIG ASSEMBLY (2nd FLIM TO Tel nBOR): A BOOR 111091 - SEE NCS, SCiEDIIE. 8 G LWGG Gt SCNATURALANDRULEDCOON JUST - PER STRUCTURAL INGINEEL, I. INSULATION PER T-24 W%�MWHIERE OCCURS) 0. GYPSUM WAALwBOAAD TYPE'A' ZRT OCCURS) TYPICAL STAIR ASSELLN.Y: A CONTINUOUS RANDRALL SCURITY FASTENED TO SRGUCRNE B. @I0 MAO 3F MAIL PFR ADDVE FAD Nomr. (REFIT TG PLAN) U. 1 1'8' ROCK CDPD RISERS E WI. (3) 2 x 14 SIPoNmiB AT STRAIGHT RUN. F. E1) 2 x B AT FIT AND BACK DF READS AT RAMAL RIM. 4 2 B JX AT tE D.C. YM. AT INIONS - PER STRUCTURAL DRAWNG N POSITIVE CONNECTION! 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(RUM TO EEVARCNS AND SOFFIT UTILITY PLAITS) - OPTIONAL BUMS GROWN DA98D 14 BRICK OR STONE VENEER (REGI TO EIEVATIGE) Visanu & Radhika Chawla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Building Section Project Number IN39 D.R.C. Sub. #i - D.R.C. Sub. #2 - D.R.C. Sub. #3 Revision —m Revision Revision 8 Revision Revision _® Revision _®— Revision Revision Plan Check # - PLOT DATE 12/17/2015 Sheet `07.11 ROLE WT74.951 Dining Room ------------- Maid's Room A TYPICAL CONSTRUCT! ASSEMBLM- MOSS SECTIONS OF TYPICAL CONSTRUCTOR ASSYBlES ARE OESCREED BY A CONSECUTIVE USING OF MATERIAL MERIOR ASSEI4 M' SUCH AS ROOFS AND MMIOR WALLS UST MATERIALS IN ORDER FROM DUM DR S RFAC3 TO RUMOR SURFACES, NOILONAL ASSEMBLIES SUCH AS BOORS MID SLABS UST MATERIALS FROM ONE SEE TD ANOTHER REFER TO DETAILS AND SECIFIUTONS FOR INSTALAnM AM ADDITIONAL INFORMATION. R (EMOTE, FxI SYMBOL KEYNOTES ARE NWDEPFD CMS:CUTIVIIY AND HEYED TO THE PLAN(S) ON TMS SIM. 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(RUM TO DETAILS) SECURELY FATTENED 10 STINCi1RtE A CONBNMS IM 34" IBL TO 36' YAK AOOVE READ NOSNG (REi4T 10 PLAN) B lBl. B/g iT4 "M" GYPSUM BOARU A7 CMACE SDE OR WALLS AIB( DEWING ❑ D.R.C. Sub. 03 �2 TYPICAL FI(IFAIOR WAIL ASSEMBLY A 7 B"ECTMOR STUCCO M BONG- FEB IXMMIOR ELEVATORS. 0. IUIM YAlE1OAL (PER BURDEN) G 1 1/B' 7BIX S TTN( M (O TO GARAGE AJ9 NO15E (TYPICAL) 9 FOUNDATION (BY OTHERS) Revision B, LAT{ 014E MPI. TWO LAYERS MADE D BUILDING PAPML D. i 1/B " OLSD A6FA5 Revision G RY'AQtF SHEAR PANTS (MID7E PMICAMED) D. 2a WALL FRAMING - PEA STRUCTNAL M.). E V) (3) 2 A 14 STRJIM AT SINNOIT RUN. F. ((1) 2 a B AT FRONT AND BACK OF TREADS AT RADIAL TON. FIIEPLACE. FLUE NO SPARK ARRESTOR-RMMt TO FIRM PLANS FOR TO ADDITIONAL INFORMATION Revision Revision E RM9.AAACN PEA T-24 CADS (WMEAE OC1:UR5 F. GYPSUM WAIBOAPD (TYPE "A' WHERE RED "51 G 2 6 JOSE AT iC D.C. 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N3 Revision Q_ Revision _®— Revision _® Revision _Q Revision —Q— Revision Revision Revision Pian Check H - ROT OAIE 12/17/2015 E B T A ARCHITECTS 17871 MITCHELL NORTH S U IT E 1 5 0 IRVINE, CA 92614 TEL (949) 955-3282 FAX(949)955-1377 Na CI802 �{ Q �OFCPU� Chawla Ke5iJence Owners: Visanu & Radhika Chawla Project Address: lot 48, Tract30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Building Section Project Number oums D.R.C. Sub. 41 - DA -C. Sub. #2 - D.R.C. Sub. #3 Revision —Q— Revision _®_ Revision ®_ Revision _m Revision Revision _®— Revision _® Revision Plan Check # - PHOT DATE 12/17/2015 Sheet ow +1167.00' COVE F1tIR1 GRADE _ - - BUILDING FLIGHT 3 MPTTSVIt ___---- _....... ... ...... .:.... (75'7AFG:) _ _-.. -"-•. .. � r'I 1'S.` N ll11V IT 1 T'm Bath Closet iJ jT0. ----+—,' SFEAnINC +1159.8]' — — — — — — — — — — — — 1 — — — — — —. ..._ ...----- fl +1160.00 t ..,I.....: 1 ._ T.O. PLATE +115657'_ ' ..:::. —� ... ! 1 6 ' In - N Loggia Dining Room / ._.. L0. 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II NSMilO4 PER 1171E-2{ CALCUUliO15, E TYPICAL @IIEMOR WALL ASSOALY: L 5/8" TTPE'K' GTPSN BOARD AT WA115 ATm L91R1G OFEll USADIE SPACE UIRIFR SFA615�XIERE OCOli15) [n RANI/CUARD RADNG (R6fl2 TO PLAN) SECON FlDOIC SECOND FLOOR DIMENSO S ARE TALON FROI TOP OF SUB FLOOR SEATMNG MATTER& A GYPSUR WALLBOARD (TYPE '%' MERE REWIRED) B. 2e WALL FRAMING K STUCCO OVER MlN UnF NIOtli ESmtlOR SFARtS. (WHERE OCOIRS) S.3 EXPOSED WDODBEAU. (NEPER TO ELEVATIONS AND SOFTii UTILITY PEARS} F. FLUTUANOU FEW ARON IS TO BE A POST-MISIOED CONCRETE SAD -W GRADE SYStfM, UNLESS G PLYWOODD. SEM PANELS (NHEPE I01CAlED WALHO '1C�MM OPTIONAL BE. SHOWNIN DASHED 314 BPoIX OR STORE NTEER2. (AEint 1tT ELEVATION) OTHERWISE RECO. (DESIGNED BY ODDS) E CN' (lY RE ) G. NRMW LQ EEDH- PMTAL IENon .DMEIR AND EXTERM ELEVATIONS ARE SHOWN HERE FOR REFERENCE PURPOSES ONLY. REFER TO INTERIOR AND / W IXIEMOi ELEVATIONS FOR I FORWATICH AND NORM R NindW FNISES RUM TO FINISH SOHEWIE WR FIRM INFOWATIW AND NOTES Section General Notes Section Keynotes E B T A ARCHITECTS 17871 MITCHELL NORTH S U IT E 1 5 0 IRVINE, CA 92614 TEL (949) 955-3282 FAX(949)955-1377 Na CI802 �{ Q �OFCPU� Chawla Ke5iJence Owners: Visanu & Radhika Chawla Project Address: lot 48, Tract30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Building Section Project Number oums D.R.C. Sub. 41 - DA -C. Sub. #2 - D.R.C. Sub. #3 Revision —Q— Revision _®_ Revision ®_ Revision _m Revision Revision _®— Revision _® Revision Plan Check # - PHOT DATE 12/17/2015 Sheet ow EO "'C" (+1174.251 ---------- A TYPICAL WNSIRUCTON ASSNMIEC CHOP SECTIONS OF TYPICAL CONSTRUCTION ASSFLSRS ARE DESCRIBED BY A CONSECUTIVE USEING OF MATERIAL EDITION ASSELIBUE.,'" SUCH AS ROOFS AND OEtEAION WALLS UST MATERIALS IN ORDER FRI E%RIEOR SURFACES TO INTERIOR SURFACES HOf01ORTAL ASSEMBLIES SION AS FLOORS AND SLABS LIST MATERIALS FRW ONE SDE TU ANOTHER REFER TO DETANS AND SPECIFICATIONS FOR INSTNLARON ATM ADURONAL INFORMATION. D KEYNOTES: El SWI. KEYNOTES ARE HWBBED CRISECURNT.Y AND KEYED TO THE PLAN(S) ON THIS SHEET. AOOROAL NOTES MAY BE MOW AS ADDENDUM NOTE FOEOL C STRUCTURAL rRA"S, REFER TO STRUCTURAL ORAWNGS FOR FRAMING MOW SPECIES. WADES. 92ES 'R WALLS MANUCTIIROND lOFl SHEATHING. RYWW SHEAR D. SOLE PLATES: SME PLATES W MUD SUS IN CMRACT NTH CONCRETE SLABS SOIL BE PRESSURE TREATED SOLE HETES ON i SECOND FLOOR ARE 2 . 4 RATES UNLESS OTIEANSE REOD. E SCOW FLOW: SOUND FLOOD DDENSONS ARE TAKEN FROM TOP OF SIB ROM SHEATHING WTENAL F. FOUR OR: FOUNDATION IS TO BE A POST-TENSONEO CONCRETE SLAB -W MADE SYSTEM. URESES OTHERWISE REOD. (DESIGNED BY OT INS) G ITTEAIOR/ WnFMW 8 EIRUB PARTIAL W AND EXTERIOR ELEVATIONS ARE SHOWN ORAE FOR REFERENCE PURPOSES OEY. REFER 10 INTERIOR AND / OR MMOR ELEVATIONS FOR NFORLIATW AND NOTES. R Krum FUISES REFER TO FINISH SLEDOEE FOR MEN INFORMATION AND NOTES Terrace Balcony Wine Tasting Jr. Master Suite Gallery Prayer Room ............_,...._......._ ....... ................._........ I' Kitchen JG.11�,Elevator Powder Entertainment Bui Laundry -- — — — —— TO. ROM a1A9.3011- --—————— ———— —— —————— ———— ———— ——— —— —————— Section E II TYPICAL MOPED ROOF A54?mLY: A ROOFING MATERIAL - PER ROOF PLAIN. B. RDOF NG FELT - PER WANUFACTUER5 E✓ECOEWEIMATIX¢ G PLYWOOD SHEATHING - PER STRUCTURAL ENGINEER. D. CALEMIIA FEL FRALOIG (WC"'10 G F. END) - PEA STill IAWCFEMAiEER. E. OESdiED WOO) iR ERE -pPCE(WA gTSR)USS MAMIF R 11 W9WB FINDING. T-24ON PER &F OR SNCW�HIGH REMSEO LATL I GYM BOARD AT FEDI �A EAVE OR RAKE ASSODLY PER ELEVATION. (REFER TO DETAILS) TYPICAL METEOR WALL AMBOY. A 7/R DnEMOR SNOW OR SOUL- RA DaMOR ELEVATIONS EL MARE LATH OVER UK TWO LAYERS MADE D BINDING PAPER. G PLYWOOD SHEAR PAIEIS (HERE DDICA70)) D. b WALL FR MPO -PER STR INDI TE11 7M. E DRIL ARON PER T -24 CAECAL (WERE WGd25 F. CYPSN WN1BCA10 (TYPE'U' WERE HE ) TYPICAL INTERIOR WALL AS5EUTLY: A CIPSUM WALLBOARD (TYPE' WERE REQUIRED) B. b WALL FRAMING D. C RYWOW SHEAR PNEIS (WERE IIDIGTED E GYPSN WAllBO T (TYPE °%'WERE ) 4� TYNCAL rTDIXI/EHA'G ASSEMBLY (2nd Ft➢m TO Ut FLDGR} A fLOOR ON - SEE FINISH SOEDUIE B. 3 4' GW+-CITETE C YWOW S =M SEARDNG MATERIAL (LVED AND HUD E 0 SIM . PER 1 W%E . 0JOIST - PER STRUCTURAL � S) F. b MOW FUWDTG "(15E ERE OCdIFS G GYPSUM WALLY (TYPE'%" OCCURS) TYPICAL STAIR AS1iMRY: A WNiINUWS NkORAL SECURELY FASTENED TO STRUCTURE. R 34W UK TD 3C MAX ABOVE TREAD HDSNG (ROPER TO PLAN) FIRM MATEIAL PER BUIDFN) C 1 iHAIX S D. 1 i/B REIX MS RISERS. E IWC (3) 2' i4 SiMNLERS AT STRNSR RVR. F. (T) 2 W O AT FRONT AID BACK OF TRIALS AT RAMAL RUN. G 2 6 MST AT IC Be. IDL AT LARDMC - PER SFRUCNRAL DRAWNG R POSITIVE CORRECTION TO FLOW PER STRUCTURAL DRAWINGS. d 5/B' SPACE U TYPEM '1P GYPSUM BOARD AT WADS AND TERING 6 ALL USABLE STAIRS WERE OCA IL SNCW DYER INCHED LATH IRNWR EXTERIOR STAIRS (WERE COUNTS) Section General Notes ( Section Keynotes SCALE: 1/4• - I' -O' i REM A5931BLY: A W//AIEI+Ft00F ONIX WARHG ffA MFRS 9'EOEiCARONS G OiIX•JUST PIX SRNCMTAL G0p5� E G PSSNUBOFIRM A 71PEWHERE 'r WHERE OCdllis) OR STUCW OVER HIGH B®.iD LATH AT SOmTS, Arne EAU PER MEMIAWCAL ENM W7 AND HVAC CONTRACTOR Fil TRUSS YEA MEEK TO PROVIDE CCLFIR EAR�YCE.� AND LOCAIIW �I LDL. 5 TYPE'%' GYPSUM BOARD AT GRACE SIRE OF WALLS AND COLING W WON ro GANA(E A70 ROUSE (TYPICAL) FOUNDATION (BY OTHERS) 10 � WIE R gtAADLS ARK ARRESTOR -REFER TO FLOOR PLANS FOR 11 INSULATION PER TIRE -24 CALCULATIONS 12 HAND/WARD RAILING. (RUM TO PLAN) it EXPOSED WDW BEAM. (REFER TO MAVONS AND SOFFIT UNITY PWD} OPTIONAL BEAMS SHOWN OAS® 14 BWIX W STORE VENEER. OUR TO ELEVATOR) E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949)955-1377 IL I k Tk xa clee3z ii Q �9 RMn.a03' �OFCAU� Chawla Ke5idence Visanu & Radhika Cha vla Project Address: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Building Section Project Number ouai9 D.R.C. Sub. Ni - D.R.C. Sub. #2 - D.R.C. Sub. N3 Revision _p Revision Revision —®� Revision Revision Revision Revision Revision _p Plan Check N - ROT DATE: 12/17/2015 Sheet OW 1 Ta ROLE (+1171.251 ------- na Rocs (+Ins.w9 Balcony 1 Master Suite Gallery Bedroom . IT[ _ . !.1.1.1.1! Master Suite �f Gallery Library/ Study Terrace Garage 1 Building Section F SCALE 1/4'-1'-D• 1 1 A TYPICAL CONSHNCDa4 ASSEIGU S CROSS SECTIONS OF TYPICAL CONSRNCDDN ASSEMBLIES ARE DESOtBg11 BY A CONSEOTTIVE USING of MATERIAL FXREDCR ASSEMBLIES 8101 AS ROOFS AND EPITENON WALLS UST WA70ALS IN GOER FROM E%IMOE SURFACES TO INTERIM SURFACES. HODZOMTAL ASSMEINES SUCH AS ROM AID SAGS UST MATERI 11 ONESIDE TO ANOTHER IBM IF GETALS AND SPECIFICATIONS PER INSTALLATION AND ADDITIONAL ODOUNION. a KEYNOTES MMOL KEYNOTES ARE NMNGMll CONSECIIMLY AND KEYM TO THE PLAN(S) ON TIDS SEEP. ADDITIONAL NOTES MAY BE FOUND AS ADDFTOW NOTE FmY. C STRUCTURAL FNAIONG REFER To STRUCTURAL DRAWINGS FON FRAMING MELGR S+EOLS. GIADE4. SEES, SPAaNa CONNECTION. ROOF A1D1 FLOOR 9iLAWWNC, PLYWOOD SNEER WALLS ANO ADDN I AL INFORMATION. D. SOLE PLATES SOLE PLATES m MUD SUS IN CUNTACT WIN CONCPEIE SUDS SHUT BE PRESSURE TREATED. SOLE PLATES ON THE SECOND FLOOR ARE 2 . 4 PLATES UNLESS OT ERMSE RmiO, E SECOND FLOG: SECOND ROM ODBNSONS ARE TAKEN FROM TOP OF SD FLOOR SHEATHING MATERIAL F. FILM ft FOUNDATION P13 I (D A POST -0 BY �) CONCRETE SLAB -04 GLADE SYSTEM. UNLESS G. INTERIORS,DMMOR EUNDIT IX PARTIAL UItERIOR ANDTERION EIEYARmS ARE SHOWN FERE FOR REPURPOSESE PURPOSES dDY. MIR TD INTERIOR AND / OR MMOR ELEVATORS S FON WFO MAVCN AD NOTES H. INTEIOR FIRM Rum TO nNw SCHEDULE FOR HIEN INFORMATION AND NOTES ri MCA1 ROPED ROOF ASSEMBLY: A ROOFING MATERIAL - PER ROOF PUN. a ROOFING FELT- PER MADRACTUMRS REDABODATIONS C. PLYM SIUIMNG - PER SiRUCnRW. ENGINER R D. CAL FO NIA FILL FaUSTI M0E OC i ) E ROOF RAFTERS -PER CNRAL FN MERE OttVRS) E DESIGNED WDOO TRU55S - PER TRUSS YMIUF CNREA. C. INSULATION PER T-24 CALLS. (6EERE OCCURS) K 2x N1)OD FiMPoNC xE{ENE OCCURS 1 GYPSUM DOM AT G OR STU OVER MON pEEED LATH. EJ LAVE OR RAZE ASSEMBLY PER ELEVATION. (RUIR TO DETAILS) TYPICAL MOTION WALL ASSELBN.W PER ET(iEMOR FIEVATIONS A 7 IXEEMOR STUCCO ON SGNC - B. LATH OVER MDL TWO LAYERS OGRE D SOUND PARR. I PLYWOOD WEAR PANLLS (WHERE RDICAim) D. L WALL. FRAtOiC -PER SIRUCRInA1 ENGNLg�Et. PGYPIUM WA RDARD PON T-2 (TtDPE "X'�WHE�AE DPE�DCUIED) TYPICAL WEEBOR WALL ASSEIO �.W / f A GYPSUM WALDOARD (TYPE 'r WHERE REQUIRED) B. 2. WALL FRAUNG -MI SIE" PANLTS (WHERE INDICATED E. GYDIP91R WE.%T"(RDS"1CI'M ) TtTACALEtE� /[g !G �ASRtFlOw1.41Y ( � 78 4! FLOIXIY a4• NBGYP-OIEiE G YKOW SJR/DO7.00R RE4IHDIC WiE7DAL RVm At9 TUMID E INSR.1TI PERT02 CAULpSCq(RW771$gO�AEOBNRtS) GGYPS U WNEROAAD (ifBPEE • MIIERE OCCURS) TYPICAL STAR ASSEMBLY: A COmDIG1S HANDRAL. SECURELY FASTM TO STRUCME. W MTO 36" MAX. ABOVE TRW NOSNa I. TO PEAK) a Flwm YATFIDAL !PER BURGER) a I'/8 • -I- GSA M4 - E I. (3) 2 A 14 SITOIGAS AT SIiLV(INi RUN F. (i) 2 • 8 AT FRONT AND DACE OF TREADS AT RADIAL MRL G 4 B MST AT IV MC. IDN. AT LANDING - PER STRUCTURAL DRAYdHG K POSITIVE CONNEGRON TO FLOOR PER STRUCTURAL DIUMNGS. L 5/8. 7YPE'K' GYPSUM BOAR AT WALLS AND CID1NG of ALL USABLE 9'ACE UHOER STA1Ra MERE OCGIK) K STUCCO OVER WON LATH UIQ MOTOR STAIRS (WHERE OCCURS) Section General Notes I Section OEM ASSEMBLW A P/aIr00F REO( COATING PFR MntS RiMCANONS. PL G [IEO(^JOSf pot ENCO DIN I7 u AFI SOCOIRS) DB SB1CC0 E GN'SJY OOAPo/ ATTIC F.A.U.PER MEMAI CM ENGINEER AND RVAC CONTRACTOR MY TRUSS MAIN FACTURER T 30' MRo PROVIDE WIE�pNEDDODE C EAR�Y1MsZE AND MDGnm �W NGC 5 TYPE 'r GYPSUM BOARD AT GARAGE SOE OF WALLS MSI CITING NI01 TO GARAGE AND HOUSE (TYPICAL) FOUNDATION (BY FIRMS) FIFMACE FLUE AND SARK ARRESUM-REFER TO FtpA PLANS FON O ADDITIONAL REOWATON ii INSULATION PER TIME -24 CALCULATIONS. 12 IIAD/GUARD PALING (ALTER TO PLAN) �E ETOS]i WOOD BEAM. (REFER TO MAIMS ANO SDFST UNITY PLANS)- OPTIMAL 6AJi5 910WN GAMED /4 STICK OR STORE WISE. (REFER TO ELEVATION) E B T A ARCHITECTS 17871 MITCHELL NORTH S U I T E 1 5 0 IRVINE,CA 92614 TEL(949)955-3282 FAX(949)955-1377 J�Y&TIr� * N. Clam �y Q q Rn1 11.N"' �OFCPU� Chawla Ke5idence Visanu & Radhika Chawla PmjectAddress: Lot 48, Tract 30091 23431 Ridge Line Road The Country Estates Diamond Bar, CA 91765 Building Section Project Number ON= D.R.C. S'b' - D.R.C. Sub. 02 - D.R.C. Sub. #3 Revision _0 Revision _® Revision Revision Revision Revision Revision Revision _® Plan Check If - PLAT DATE 12/17/2015 Sheet Klq 0 SHEET INDEX: ol TITLE I SITE PLAN 2 517E PLAN 3 CON5TRUOT�ON PLAN 4 GON5TRUCT ON PLAN 5 CONSTRUCTION NOTES & DETAILS -1 DETAILS a DETA L5 &A ELEV^T:ON5 &S ELEVATIONS BG ELEVATIONS bD .1 ELEVATIONS AMT[Nr,-Pl AN 0 P1 PLANTING PLAN RRIOATION PLAN 12 N RR rATO PLAN IRRIGATION 13 IRRIGATION DETAILS 4 IRRIGATION 5PEG5 5 WATER CONSERVATION NOTE 16 LIGHTING PLAN 1'7 LIGHTING GUT SHEET IB FIRE PLAN NOTE, THE LANDSCAPE PLANS SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPINS, REQUIREMENT PER ORDINANCE NO. 0:2(20011). NOTE, PROVIDE EROSION CONTROL AT ALL SLOPE AREAS WITH THE FOLLONIN6 OPTIONS. -JJTE KETTINS, -MULCH -,-OCO HAT FIBER KETTIN6 -HYVROSEW 0 VA N6 REEN AND POOL VAULT BELO NJ 914 1 11 IL/ ROTTO iiiii F1 ...... 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PLUSN SPA W OA3Ll.BCt f to epa >trvclue uXh ] I/3'thkk>fm Llne>loro copkg,>Im LYrcetan clod]Yy ad tlak g plmbr IFHh of npa Flerbr. WabrlFe Lite b w wlecled. Stan wckt Foll Fltn cmcade eeetl�plgll kilo npa. InlFlly edge >pll b ratade b pool wlou. Verify e.mt tlepWleh vtl Iowlbro acon4ol. er.FM> WebTa and reFllarpcY y m� 1'�me � Ilo�crttW relerllerc" 1e to >oll� epaLb Ibb «y ape bl tleeperod >bvckre catllllm, refer b notes repat� I�pll� �Il�kem>nemen�w tln�Wtey kak Tree. W. SknF1-0!b POO4 b elrwlva Flln Falcrlbn elan me tq prewbetl bJ agFa« FIIh rotmerce b notes repot Verily eamt pool mpN aB the locallam aq dcplb of I mol letltlyqee atl ebqpa N ower. Sb. AJ4R'Mlm mBC SRLL}NY ND IFO.19111 To calm FMer rran apII4 � la res-cYcubtbn mto pool. Strrnlae Wagn1 WN pool baltl wen. �Illu j to Fane alma tmbn b rr@ch pool. bw�l b Lova FolarlFa elan me email plmt«.roGopYg to nulrJl pool, e.terbr uvlb wlou wply W Mev tmHh b nioleh oath. T St11Wa Gm 11� baM� � e br qbeergFaerv0. Wlltl m perwbed by ayFa«.a!j— �. YtOGO /JO!liAl BATG I baA gatewPlh GWIa ebel van. Rwldv nen2lmFg hkgae ad bckky Iwo,. Wblbe kGlm etaal. ppaaFVlbbh wood b maW 4Fv B9. tI.CLLAIt STL2 PBGINS /JD BATBI Pool nob Wel« >teel lem>y ad gab> Fllh wtl -1 h% V beka+� latcnpvr ly Iatlmd Mebined Wel« steel ovl paFt trace vela. Lamanlly ve1'—. bbewe M property Iro. 4B.1>®Il�lcel Per mrnl[ecln plan. 41. NatDllb ONBLPP 4]. AIrt LpCtflgBt OQAB'LCQSI Per axlYbclb plan. IS, cOFltRlltt STI+lSTI Robct F law. M. PxISTN9 FOLLO] f111iB Aitl] Bunny Rote! F pima. !. BAS iSiey Per mrtntvctb pplan. 16, h1A1Le0a4Per «xrtlultWW mmWe1Fe>, vcrlly IFoI lowlbn. ¢CGTWOAL PAIClhC'r84 P« mchrteclb plan. Ie. ewsnNs coro+x+rtY Pnlw IC PROPBRY VIF P« cell crgro«b plan 58.41' iYTAL BVARD RAW To ankh achlteckre. 51. IJBNT 1'C1J P« mdvbctb pbn. Me Wl wlkWla gate f« >bp> above. 53. D�fifi1® PLtlttll4 wAEA 5'1891 K. P9AR BAIL Aho RIILP Per cuiant pool code. 5' mF. 6ate b w eel!-clmtry mtl wtl-lalonag. NOTE, THE LANDSCAPE PLANS SHALL COMPLY,^! R 1 D G THE WATER CONSERVATION_),.ANB.�a*..'APIN6 REQUIREMENT/F: R.ORMIgANGE NO. 02(2009). O I Lora Q rn r-1 1 a it � 1 • M a n D LJ 12 1 D e n � t�'a'%xa .:; 7. "y.i iy�` i::' _ n aq , ° � e •a I 1 tT.n"Sd S 1 n � U DD o �., _ Ex ni+s aoum cuae •D ._....._ ... __TQ. . ILER�L RM -E..—_- o RIDGE L-1 WE—R�,qp - 0 NOTE: THE LAND5CAPE PLAN5 5HALL COMPLY WITH THE NATER CON5ERVATION LANDSCAPING REOUIREMENT PER ORDINANCE NO. 02(200q). 0^ I I I I IDa I I Da I I I � LAI I I I I �^ f-0 r 1 o Lrd eJ r -i Le I i LJ L-1 Ow 35 Q µ ( I 09 r © O O i n I w µ � � 1 r µ n T . • T • • µ µ µ � µ r n u O LwJ LAJ L Firs Floor Finish=14D FF. rel m LwJ fl 11 Lwl 71 Lora Q rn r-1 1 a it � 1 • M a n D LJ 12 1 D e n � t�'a'%xa .:; 7. "y.i iy�` i::' _ n aq , ° � e •a I 1 tT.n"Sd S 1 n � U DD o �., _ Ex ni+s aoum cuae •D ._....._ ... __TQ. . ILER�L RM -E..—_- o RIDGE L-1 WE—R�,qp - 0 NOTE: THE LAND5CAPE PLAN5 5HALL COMPLY WITH THE NATER CON5ERVATION LANDSCAPING REOUIREMENT PER ORDINANCE NO. 02(200q). 0^ c all donnpwb tv mon eyN.m FlaNnn Ina mnmm now h .II w-d>wpv Saco 9. HOHOn 2b mhhw, /low h all plinked Dram eakllii vl1 ircrclee wIN eoW m 90% wvpabd Illi 5. aMane 35 tool inbeelb o 15Ie mnnae /low ar 9_ ayalem. • a per Blue P- J= 6. II cock Nobe b loll m ecmvlMn m eryaebn MIImm �eera pmabb 1. PrUr b gadby ay evwvolM. cadrabr dell verity its avtbv o/ di werg.mtlt�Uallus, wpm Imt>, wepax plU may oVar M W gine me. O. 6M ail PIP. J.M> per nwalalaerb recomxnmlwn SY!•BOl-S p aoae saw.=. w.,e• u„cTm O +m+Pmorv�rMaw.Tem � rte o=."noe m rmnNa PwN .cotta ® rw.ma,¢aw+rn win O . rtAT tAu,ault nXmiO,arzrsmv EAWU= Be. l¢xux¢62(&d dbr11E-(tlebWyuj BBsi aOr�T _sTe' LLR CLEAR i� FL FgNTAiH LOPllif. FF -.1 FL -.1 FOG FACE OF Lg1be1 FOW FACE of NW. PF FI- I.N1. FLOOR NP NIGH - on' .-N, ELEVA,IgI MAX .-,I MINI �11FALT Pe PUlIiCR AREA R PFDF£R LINE 5 51EPc 11bW.1. A IG SP SEALED FLMRER L TOP OF LUiB 1F F.TINS THa -.1,TOP a PRATE I TP TOP OF PILA5IER 5 - SHRUBS, STEP Tbl OP OF HALL M HATEFLIt6 SHRUBS, 57.24" BOX AND LARGER 92% TREES, SWI 1¢=10,6omrp FwNFaddIWUCWaTmlmxLsege Codfd,M(saLana- cesttararf IldaWbj 80% 62 TOTAL 100% 0 p1 A. ALA LOW ALALIA LOH BOY' IL s'mmlgqo�'cu.n SWI 0 42' OL. 1. ARD HARMNIVi HAmNA' tun 14• DO% 5 -ION BPr ALALIA 70% 711.1 GAL -MARa1A 51RAYEERRY TREE run %• A% I 91. AGA ALD /+SMAl1iF1Ya'ALLiY' 100% SWI es. WU INRIDS INTE6m IA 6 WI -wilco n6APamus COVERAGE NVITHIN 2 YEARS 100% -LEnouAOE BERRY SLOIILE LI6Hi PER. ARLHIIELT AIO WILDER 91, AIN L0. M L rd.IX2 THS. TD5. 4'- 2. LIN C 1 Clwf/.M HA t LA1TIaRA tu.n NP BO% 4 LED. F0.>lTAIN LI6111' w ol.i � Wec1wbl'� TD5. -LAtm1aR TREE %' BOX 1 %. Bq1 TEH DCUSAINVI l P TEk44E FIRE' -EQtSAIIMLLEA oa FENCE 159.1 Sl. SOL RAN SOLAILFIRNiTOIETTI -FOraro eusH PATIO TREE 15 Wi 94. wx SPH -EDMaOD IVTE, ALL Li OLID IS got 3. LIT LIH CITWIS LnE L _TREE 15 PAL 9 95. W. HIL 9aa15 MiLFORIri.1.A -W,aLVO fEDGE 19.1 56. TRA JAS TRALFE•).d'I£RFUi 1A5MIIaIDES -STAR JASMINE I 1 In - g° a STAKED Nt@ 15 %. LAM JM CNELIM1 JAPONICA -GAIELIA 5 gal 4. GIP NLA LtPANIOP515 N4LAFDIDES -LARRO,t-bOp 40' A% ] 9T.LEA MAR LEAt__ _T_ E - Ave IEualtx5 59.1 59. Yvvi SMO Y TRNN,sIA SHOKEY' -COAST ROSEHARY S WI 96..1. AM pTLK50NIA AMARnLA 5 WI 5. ERI LOP ER,L 11rYA Y.Of'PFJiiOfv' L5 PAL ] - nSHANIAN TREE ILNN TYPE LpPPERT . L -T 99,.1. ,V.B D05HA'AI.DA' TE DREAM OF 16nVEt1 IGaL/Yd S WI at. 'iLRF TfaNa SOD -..15.V .,-an S RIVERS' ON FENCE ro gal 6. 11 LIT HAe NOLIA 6. LITTLE -T %• BOX 2 -ROYAL TPoM=ET VIW 7,511 Fbed.pey -LITRE PEM HAPNOLIA A9• E9% 3 41..ae sAP -4Tn sAPHIFE scalae' PAno TREE Is WI 63. FEF TUe REItFORLm EN611&Dfi TURF 6RASSPAVE2 BY I et- STRLGTUUS, INC -PiLOTEE SKY FLOYER 34,375 Re's gnorfk wTN HARATIaN 115.. 42. ERI LOP ERIODOIRYA Y.OfTE12i0IE' 11,100 IS WI I. -I I ¢LALDz:A Nn5g41M BOX IS -L JAT 141425 R dqW PINK -A%' 49. ESL FRA ESLA1-IDNIA TR/dxf_511' 13,145 5 WI POTS, -EAALLOILA 14,139 aftir RN M. EW MIL EWIMx1r HILFD PREEN' 34735 I WI B. Plh RAL FUTONS FALMbriA 4B' BO% 2 - LRO 6REEI! EIbNM19 152668 -LALIFOF,UA SYGntaRE IS a 45. FOIi i Wt FORMELLA HMe6ARiTA -KlMg1AT 15 WI el. POT B 16.6AR JA5 P+TARDENIA T4YS1QiY' 5 WIq, ppp 6RAFOpOLAFFI, 6RALILIOR 24• BO% I - SIERY 6­011A-FERII PINE 41. MD HAL 11TixRA1GEI. MALROFIIYLU FlxiFl.E 59.1 MELA JAPOIIILA IS WI -HYDRA -A Ri�IAR11atEPIs 1MBE11ATA 11 9.1 BI 4 48. LIP TEX LI6USTi3M'IE%NUi' 59.1 IO. PYR KANPTWra KAYW:AMiI 40.80%2 -1E%A5 PRIVET Dwa.L,np SPIi=FE TOPIARY fro coLOF -E- -N FEAR FLxEa SPRAY 1.75 4q. MYO PPR HTOfiOmA l _,ma, -LR[EPI15 MYOPORN4 19,10 24.04. A. Flb mt, I4aRMYaM YC1oW NAVE' S got II. 6LE I£4e QIERfJY AGRIFOLIA FtLTI -YELLOW NAVE FLA% -rgAST LIVE OAK 51. PIT1VE 1--H I-rtoSPaRIM 5got LIGHTING LEGEND -501 -ID BRA55 E4%1I-S,aMfedAF*d Wnb7Um(9atenal pual B"I'Se RYenglYalbothe'sawyno 57.24" BOX AND LARGER 92% 53.WU LLA WIAAIIOLEPIS LURA' URA tU RII SWI 1¢=10,6omrp FwNFaddIWUCWaTmlmxLsege Codfd,M(saLana- cesttararf IldaWbj 80% 62 TOTAL 100% LA=LeldPLf9 ANe(Sptb9 ke0 SHRUB TABULATION IL s'mmlgqo�'cu.n 54, RHA U9 RHAPNIOLEPIS LTEEI.LATA -T'EDpO IV-YITHOmi 1 I W ¢Q_Ca.1hun aFaCfm(ro)laawxP�wlpm 70% 711.1 GAL 33.4 30% IAfE1=1 abTBlU--9s`na"SDU 100% ALLIANCE gRLOrKi LING 14-100 LED es. WU INRIDS INTE6m IA 6 WI mfE=rnf9.lbnuaaseaparEmdeay(91Dy COVERAGE NVITHIN 2 YEARS 100% -LEnouAOE BERRY SLOIILE LI6Hi PER. ARLHIIELT AIO WILDER DU- Dh6tDWba UlxbTMYMh10.ib1 Ned THS. TD5. UIiTERN FIxnNE %. FOS ICE ROSA'ILIaVo5' SWI LED. F0.>lTAIN LI6111' w ol.i � Wec1wbl'� TD5. -ICEDEFG ROSE Led -M castiautboass. N-=KrxKdx l4ac (ah.e) LnSTOH AN51D PWL LI -P. title la Sl. SOL RAN SOLAILFIRNiTOIETTI -FOraro eusH PATIO TREE 15 Wi Kr=6p1rb./8CW(/Sge=¢7-0.0)(114 W71L'OLSNx Manypi) IVTE, ALL Li OLID Al MbiV. B9. TLlAIAR WOCDLSfxderayvaomWs) 56. TRA JAS TRALFE•).d'I£RFUi 1A5MIIaIDES -STAR JASMINE I 1 In - g° a STAKED Nt@ 15 IOM= IOM=Mlxadbetvfador(M)W-¢5- 1.4)(se# gVC(XS Mmbagate. lBg6,) WI IICOLit-www.-.aoNar-gov/doWtTrcoB00 Ddf 59. Yvvi SMO Y TRNN,sIA SHOKEY' -COAST ROSEHARY S WI SPRINKLER colaGrsTlx4 z 1 W EAWUCALCULA710N: TYPE XYMLv=14A Mfo f& LA CCAwjV�elb tylLy z L 15A�L'�rWU IGaL/Yd at. 'iLRF TfaNa SOD spead�^ )e- 47.51 z 1 Y IP8 ¢62 / Ne 0 W. 62. ARi TU2 ARnFIC1AL nRF CaNxee.mlud 47.51 x ¢8 x 255 x 0.62 / 0.0 a 7,511 Fbed.pey Lese.ef r-deuh 47.51 Y (UI z 1,736 x ¢62 / 0.6 16,176 Ratdry .b 63. FEF TUe REItFORLm EN611&Dfi TURF 6RASSPAVE2 BY I et- STRLGTUUS, INC Veylxvn asoetxu6 4761 x ¢2 r 3,112 x ¢62 / 0.8 34,375 Re's gnorfk wTN HARATIaN 115.. Loatsaterumdrub 41.61 x 0.3 x 684 x ¢62 / 07= 11,100 Fiadspvy 11111 t111 -NSA 47,51 x 02 x 1,714 x 002 / 0.7 = 141425 R dqW Lorwdvumdrub 47.51 x 0.3 x 1,160 Y ¢62 / a, = 13,145 Bat'k1 POTS, Verybvaraferowalwb 47.51 x 02 x 1,620 x 1111,/ 0.B 14,139 aftir RN Wderbaare 47.51 x 1 x 1,315 x 062 / / = 34735 n4PVT TOTALFAWU- 12126 152668 A A PRI - L TOPIARY IS a el. POT B 6AFDENIA . WI e2 PO L SPRINKLER HEADS MELA JAPOIIILA IS WI SPRINKLER TYPES PRECIPITATION RATE DISTRIBUB0NUNIFOR10RY Ri�IAR11atEPIs 1MBE11ATA 11 9.1 BI 4 ¢B a4, POT E Ar.R LOWIYPt ROTARNG 1402718 0A5 0.7 Dwa.L,np SPIi=FE TOPIARY fro coLOF In gal FLxEa SPRAY 1.75 0.7 LANDSCAPE IRRIGATION WATER EFFICIENCY WORKSHEET CHAWLA RESIDENCE 23431 RIDGE LINEROAD DIAMOND BAR CA POINTOFCONNEC71ON N 1(DOMESTIC WATER SERVICE MAXIMUMAPPLIED WATERALLOWANCE (MAWA) reef MAWA= (E10x 07,LAur Sq R z 0621 A (E10 x 1.0x SLA b 5q. H a 0.62)=Oalbm perlcor MLA+SLA KEY, AfAWA=MAYIRUAIAPPLJED WATERALLOWANCE(goAnxx,wO .. lb=Evryplrrv,cpraina (awlwperyea0 07 = ErepafmnspW Wit AdrysNpnf Fadq (EFTA) 1.0=EFTA MSp JaflnntltrapaAma LA= Lar,deapr Ansa (.gdvo/roll O.fii= CamsBgn fod,r(b p,tMa(p+apxav fail! sfAD= Spacleltarldmape Sae (.glpra raeq MAWA CALCULATION: FTAF IAm&Afv1.a) Op= MAWA fG,,s,. wrYnari AIAWA&LA- 47.5 x ,7 x 12126 r 062 25,030 ,(AWAMSLA- No Ne Na da 0 TOTAL MAWA- 7,545 25_x_)30 TREE TABULATION CURRENT% REQUIRED % 57.24" BOX AND LARGER 92% 20% 5.15 GAL 8% 80% 62 TOTAL 100% -+- AL.I-E LI ra- CLI- LEO SHRUB TABULATION IL s'mmlgqo�'cu.n ALLIANCE UIipOOR LI611TI1i5 DLCO LED 1,417-5 GAL AND LARGER 66.6% 70% 711.1 GAL 33.4 30% 2,128 TOTAL 100% ALLIANCE gRLOrKi LING 14-100 LED GROUNDCOVER M POOP Le ALLIANCE C'UIDOOI'e L6MING EAI- LED COVERAGE NVITHIN 2 YEARS 100% 100% Note: Per the arborist rePart, it,, tmo tabulation for the mphimarn n! Iran is lorwor., en s. Including the oft site. Required quantity roplac,m,nt trees ebali be Planted dawn.lop, Sad bvithinZone 'B' nnd'C' per County orLo5 Angela Fire Department Fuel N elf kation Guidelines. Post construction Deal tabulation Is needed to determine the final Intel for replacement tree. Tree quantity and type Tviil be co.Ninal,d with the city for npprov.l. CFIA LA RESIDENCE CONSTRUCTION NOTES L 9G q® I/i1CiRAL LOLOIi Lg1LRDTEr 54/1' Thkk mhhan of NMway A' Wck mnamn at wlty atl puma. w a4 rem' m a' oL. aail m o.a ea,pabd na,tl bxe a,d ewgme. R nom mepemtl Saga m ml pwbg otl b plan A-avlde m�a h ,bhkr oytam m M+o.n m plm 4 vap. Joxt,. tin a(=`T J I1fe � beE by�q rmer,port6.apctMbemtmwnt Ilrurcbnaa ratln pehrcymlave�ol w„pmibn of eotlmrbax>rvbeatl agSnwith w1metme pmto ig. bat coGr beN pale � omp,d per vTmavlcr lord y eIUW' d b{ tin ppbilotbrt Nal, �b rove k -ft empb be rgpd b/ 2 CaPN.ION tblo M fBJh 9/B' ihkk Ica= W rmlmnab 1P cry. Seal W Thk+koi, dn[ watad W ellkv eatl. Lebr o! eealad oil eliko b matryl pavbg. Plan pa plm uN at all wIU atl every 100 e¢av lout mnamn 3. pSSoiwvgkkCpp PftrN!h OvemVed cut Lhnatan wt m mwtm and h Achim p- over carreia mw b ,mtch wur.b 4. STOIC PAVINA L 91 ew11 ea LYma Wn Bet m Rab' bud over wrrreb tine Le nnbh wa+eb P-9 3. 3a-asaa tl Cut Lbroalan. MWh babe, wt bed ovm warab inn. 56vcbre avl roHmcYg m b,ILtAL Wen Mer wM rolererce b wile rcpa 1. T. - BTRa, OA Lareebro Ivtd m nalm Md over ware slap bine W 16• uba Vanda, varl/y rbar hejn W gmbg plus, Caveb ekep baa a Wca.Tn atl reFlmcbg m perwmd bl eryMa w rolaaae b w1b copal D. GOlOf✓m GOIaiR18 31 CJ wTN AT 3TAINYNYI -a rcerrab ebq W Ib• ube V. vertty rber Wp'i Wr�eegppoaadl1a.y plae. ( rib eV, nWc4re vtl nNmcbg m p --d"2;1 w ro/uerce 9TOlC 3TYJ' . PADS, Io, tpp'+�aRVvIYVYgqE y _Ira tl cut Lbroatoro eat m nv.Tlu� bed h Iaaim p.- over wrereb mw N, match wraeb II. StgE RLASTBi Y,1H 3TQG GAP, t'.ercreb blot eWctan uM Laroebaaa wp ad Lh.atan -r INah b ­hmea, cob ay robhtg cwnnima oN pravfm NaY p Lbhatl roll. LYaMgn b MNm eerylraf coot gavel bawl!! ad PMmabd P� a ,rcpped h 14of1 tllbr bih we mkolle. Ybii Va%bre atl rv� 1y m pa,vumd uJ Ih rolerrtne b w1b ropat. Ylnre MJame b pbnag t.0 90• mhhun pimblg daplh rran iFYah gado b bP of rovlag. O. OTOlG New w1x 3T ng .rete bock nWclue ullh a Lbmataa rap otl LlmaWn vmnvr lets b halN truce. cote ay robhtg canitbae atl provim dna p MhM call, proMon W oMM1ge lerproo! wet gvml taWill ad Manbd p ,arypatl h /trill Infer at wa mblU. Yba ebatme ad ro� bgpmbdpleprecrbed cy ert�FYYanM1 rrWufNe rolmerce b wlb repro!. Nitre pceM b P ­9b. 3Tk! iW.L iGT191lRLL OAP, b i ate blmE eWCWtaryutlM1 earole 11. cm .. al __ Nm Nabme) b. nome.ea YTTOPW 1H>. --y" TL POT LLtMB YaiN 3T0lG CAP, Laareb bock aWc4ro ulN Llrcnian cYa ad ehxco I.- Slvso to m A,uay. Provlm nleavbg Im pot H Tat Nob p otld�a kny M reqq'd m llghlbg ppiml m dws m pollllg cola! a LomYa Vvehre ad roMac p,, --d r uM rotererce Le w1la rep- Mere -J-1 b pImACYAgq9 em alba 00• mhNan pimetg mplh (romlNah godv b by oI 1-". In NL PLANntb A�1PalJI agaw,y wmpe-en an =a,- u. -_ gprw l pmbg coSam" reo, n m -q-ad b mro d e.btag O6. KOI Pq0 YRH ALbTM1ATf9 nr'llett ®0G, Wcnre uM pb>ter tnbh, aline wta1M ltb. LopYg alit m elan, Boat Ilme b be wivcbd. Provba N JnMhpne overlbu, aeUmrdcr tp-i U uMn d n4tn , h Ibm dun wllh romw bie thnomd trma pbg avf uy FIe VwAbl IMe roq�G. im imTdak�bn aaq,Mcurxe� ro�H�ppo�u�racyybygkn,ouu�tl, loolvgf m prewlbed by a„gbnar will roreraee b w1b b r be+nd m prcd N Di. TMPCDaNLA3O.r01119 YLA1�r1axAla GMnlb�elrvclu nui1� ebro In�Utt ela�iaauUWe Ir Mw�Ld.oM wit ALLIANCE GVfDG-R Lksa,aY BLN0 LID 5MR, BRAS 9A1.ET IR 1- WITH SHIELD ben 1Y ALLIANCE gnDOGR L 5trN 5LIOJ LED SOLID BFAPS EYE DN.L- STEP LIPM �' 114✓R� ALLIAIaE OJTDOOR LI6NTIN6 O =UO LED SOLID ERA55.OW8.I6M IN 5".I.TLRE LN ra- pwl UCPN aN 11n locallab atl depne of vii awl lame ud elope ullh mmr. V/ 3LNE 61NIa 2 V2• Ihl[k LMvalan -+- AL.I-E LI ra- CLI- LEO SOLID - D✓DEPJIATER FqA?AIN U- IL s'mmlgqo�'cu.n ALLIANCE UIipOOR LI611TI1i5 DLCO LED SOLID DRA55 DI IE NAL Lt. wTN 'eaL; , a ALLIANCE WITVOR L­BL50 LED 6PIELD IN TREE ALO BRA55 HINT flA.LET IlPl.i611T wM °.AVEC. Na 31, T'IXE WN pool tavl man �IIbp.J b flava elan lYnk, b nloldl pool.lrakfa b Novo wleriM ptcro an . Lvp�br�nnylaN�l,p�wl, aMar4r wiU mbw wpYy to time tN>h b nnVll mloemd wll>. IN POT OR PUMER qqmm ppb � TaOU ALLIANCE gRLOrKi LING 14-100 LED BMSS wx5l - LI6NT ON LMeiIOR TREE SHINING 004N ON JAPAI85E HMLE M POOP Le ALLIANCE C'UIDOOI'e L6MING EAI- LED ALD BRASS IN 6ROUlm YELL LI_ vine e � + TD5. TD5. SLOIILE LI6Hi PER. ARLHIIELT AIO WILDER �' N ud dor# THS. TD5. UIiTERN FIxnNE .1 seat - TD5. TD5. LED. F0.>lTAIN LI6111' w ol.i � Wec1wbl'� TD5. POq./C,PA U_ TD5. T105. LnSTOH AN51D PWL LI -P. title la TD5. TD5. IIW 1$AnE(e FRL9P FLW T IVTE, ALL Li OLID Al MbiV. B9. TLlAIAR L I U M I I N U N U 1 t S 1. COORDINATE W/ ARCHITECT; EXTERIOR HOUSE FIXTURES, CONTROL SWITCH LOCATIONS AND LOAD REQUIREMENT OF LANDSCAPE LIGHTING. HOUSE ELECTRIC PANEL MUST BE ADEQUATE FOR HOUSE AND LANDSCAPE REQUIREMENTS. 2. INSTALL ALL LIGHTING TO CONFORM WITH ALL LOCAL CODES AND PER ASSOCIATION GUIDELINES. 3. VERIFY EXACT FIXTURES WITH OWNER PRIOR TO INSWALLATION. 4 VERIFY FINAL FIXTURE AND CONTROL SWITCH LOCATIONS WITH LANDSCAPE ARCHITECT AND OWNER. PRIOR TO INSTALLATION, 5. CONCEAL ALL WIRING AND HARDWARE 6. SEE POTTING DETAIL FOR MORE INFORMATION, 7. ALL LIGHTING TO BE DIRECTED AWAY FROM STREET AND NEIGHBORS, ADJUST LIGHTING TO AVOID GLARE OR OVER SPILL INTO NEIGHBORING PROPERTIES. IIrt Ypggatl laotbga m pneulwd IiJ e7gMn uM retercrce b will resort WIW m praeubed ty irab elrtclun a� ehnnra 94va Mnwti.welec block w LYmntam orN! IbUilt ! . P,mlm eivevbg b tabtl w Jab utl rannb cmeeobd tv'mza kkeeda niv[ all. Ha Ihbfi. AND HYDROLOGY TO BE DETERMINED BY GIVIL EN6INEER ay.b eb,nba auN abw wp vd ebrco RroW1e elawhg -9., - hued sh I... wmvabd trap. key det dt. IRgI T/m.L191 Felvr b Mchlbctb pbe. 4 Gelb Wye ebsclmv Magas uM pwl, 9' miw pool uvta level wlm moaok etas veroer I bg.6upe 1hlcYMaa atl roNmcbg m perxrmd dJ agMm uM ralere,ra b wlU report. pwl UCPN aN 11n locallab atl depne of vii awl lame ud elope ullh mmr. V/ 3LNE 61NIa 2 V2• Ihl[k LMvalan epv abvenre wM nfab eopbg, nide LYmatan eladrlbg Ii�plmtar INah at npa Morbr. YiataiM the b m wlecbtl. 5larn baktrop roll vein g ht. npa. InlNty edge epnWWmm b wawm b pool Mbw. Verity cave! m N aM kzatbm p lel acres. SVa pulry b I' mhbmn lbw ammo eplliwcy coil lloWvolume NOTE, provlm prwbe b . aW a utl raMmcbg m proacrbad ty argMer W relererva b wile rvpmt tbta uy d bvc alma wrdllbry rcter b w1U repml. Aii ad IIvWm mpt m dnoWbly leak Iroe. THE LANDSCAPE PLANS SHALL COMPLY WITH pkrtbbg Qa4 Panb e6vebre uM uafciM eb,n and N*f'auo tbuah Grub Nkkroee oN whlarcYq ty ergMm wN rolernee b wlb repot, verily Baal pool mpb ad Nv bcotkro avl depUm of THE WATER CONSERVATION LAN05GAPIN5 _ atl ebppnn M ower. D 1962 tPILL1NY A40 TPLlbly To veld, velar Tram epliiu � lar re-ckeublbn hlo pool. SYvcbre REQUIREMENT PER ORDINANCE NO. 02(2009). pool tavl man �IIbp.J b flava elan lYnk, b nloldl pool.lrakfa b Novo wleriM ptcro an . Lvp�br�nnylaN�l,p�wl, aMar4r wiU mbw wpYy to time tN>h b nnVll mloemd wll>. PA C4Rtq 11roabwieac>opbFgMe,gMwad. Wlid m pemrrbed 6J ayMer. CTK .ATG Fbod ulth GWU' abvl baro. Prwlde hbgen iakhg blrl,. gab mll<Imbg avl Im eteeLpa IBnUh rmd b,mld, Van w1 r4GIN9 MP 4WIm BA115, Pml pule pbei lar,ctg atl g=lee ullh roil an[ .Yq h re an la bit muNy etm>md. MebiUatl ,.holm ebal and ptrauv wbr, em.rwty wVbba tl o<properly IM. Per mNibcb Alma. /3lLPP SIX Lqa Par arJYbctb plan, STPELT, FYvbcl h place. n, wee fAAxB AJ0 G7r1i3L Kabel n pbw. Par vLYbctb palea. cemaNllyym Iha, verily Imllowlbn ,�` PNN�.B'C1HT, Per vYAltactb Pine. .11E > cFM e�gMerb plan. Pmch�ltoc b PPiro Yb W II .able gate Im elapa tlwve. OOnNS tx.Dl9t 9109, m .ATE - FeNM Pm' Sicced pool code. 5' inn, fiat. b M roll -" -roll-IotchYg. I 111 ( m N v'otu m5a N gu zz 7 �Jq O m0 ID O- go Qmf uzI rL� DRAINAGE DESIGN NOTE, ALL PLANTER TO HAVE AREA DRAIN AT 8' O.G. MINIMUM DIREGTED TO UNDERGROUND DRAINLINE5. PROVIDE SIGH 40 DRAINLINE5. 512E TO BE CALCULATED. DIRECT TO MULTIPLE RIP RAP ENERGY 01551PATOR AT REAR SLOPE. NUMBER, LOCATION 51ZIN6 AND HYDROLOGY TO BE DETERMINED BY GIVIL EN6INEER NOTE, THE LANDSCAPE PLANS SHALL COMPLY WITH ,-. THE WATER CONSERVATION LAN05GAPIN5 _ •� n REQUIREMENT PER ORDINANCE NO. 02(2009). LJ u C R F.S. 114977T..S 1149.77LIMESTONE PAVING-\ LIMESTONE STEPS T.W. 1154.0 LIMESTONE CAP AND LIMESTONE VENEER F.6.11505 T H, 115 1503 LiME5TONE CAP AND LIMESTONE VENEER F.G. 11415 F.O. 1141.5 F.G. 1141.0 F.5.114&.23 F.5. 1148.23 LIMESTONE GAP LIMESTONE GAP -rONCRETE FOOTING FOR P.O. 1141.0 RETAINING WALL PER STRUCTURAL ENGINEER, T'rP. SPILLWAY GRAVEL BACKFILL WITH FIN15H LIMESTONE CAP AND GRADE LIMESTONE VENEER PERFORATED DRAIN PIPE AND MIFZAFl FILTER CLOTH 0 T,r,. 1151.0 PRECAST BALUSTER TERRACED FOUNTAIN 5PILLKAY F.5.114655 T.H. 114b.25 LIMESTONE PAVING :T�:j T.H. 1141.51 /-T.G. 1151.0 PRECAST BALUSTER A ENTRY HALKHAY5ECTION 1/2" = 1'-0* /-F5.114('35 TERRACED FOUNTAIN SPILLWAY F5.114635 iME5TONE BRIDGE (---)FRONT FOUNTAIN SECTION 1/2' = 1-0* F.5. 114'7.81 LIMESTONE PAVINr, 0 MR rl 0 T.H. 11505 TH. 1150.5 .5 ME-5TONE CAP AND LIMESTONE VENEER 01 T D) F.G. 11415 F.5.114&.23 B.H. 1141.0 F.5.1146.55 LIMESTONE GAP TERRACED FOUNTAIN P.O. 1141.0 T.H. 1146.0 In SPILLWAY FIN15H LIMESTONE CAP AND GRADE LIMESTONE VENEER tu$ F.G. 1144.0 LIMESTONE PAVING F7 <Nmp p0 GRAVEL BACKFILL WITH PERFORATED'ORAIN PIPE AND MIRAFI FILTER CLOTH CONCRETE FOOTING FOR < RETAINING WALL PER STRUCTURAL EN61NEEP, TYP. 0 MR rl 0 E�51LDI�6 HALL COLOR H.L. 115510 CONCRETE PAVING o o o o STONE CAP o DEEPENED FOOTING- 6AIS50N -FINISH GRADE REAP, HALL 5ECTION 1/2" 1' -0 - PERF P ORATED DRAIN PE A STUCCO FIN15H MIPAFI FILTER CLOTH CONCRETE FOOTING FOP RETAINING HALL PER F & III STRUCTURAL ENGINEER, TYP. FIN15H GRADE SIMPLE GAP STUCCO FIN15H STONE CAP CONCRETE FOOTING FOR RETAININ ' HALL PER 4" /—STUCCO FIN15H PERFORATED 'AIN , :LPLE HAND TA. 1111.5 MIPAFI FILTER CLOTH SIMPLE CAP STONE CAP I 5TUCG FIN15H STRUCTURAL ENGINEER, Typ. 4-1- In POOL T.H. 1122.0 'RAVEL 13ACKFILL HITH TH 11060 MIPAFI FILTER CLOTH lu VAULT CONCRETE FOOTING FOR T [_1 I STRUCTURAL ENGINEER, TYP. \CAP —/'yy RETAININ B 0� F.5. 114'1.112 LIMESTONE PAVING I T.G. 1151.42 PREGA5T BALUSTER . 1135.4"1 LIFSMESTONE PAVANS o .o -I_II II III N. I1 .111 DEEPENED 1132.65 III • ° u VERIFY I wlrx Ow ER i III W.L. 1125.0 INFINITY SPILLWAY FOOL - VERIFY DEPT}+ WITH 0"&R. Ll DEEPENED FOOTING _ _ _ _ _ GA155ON DEEPENED FOOTINO- POOL AND 5PA SECTION vz° = r -a GAISSON GRAVEL BACKFILL WITH R\ PERFORATED DRAIN PIPE AND MIRAFI FILTER CLOTH T.W. 1116.0 2.1 SLt-2d W. IIPLO 1113.0 SLOPE (00, ry B R a d N uj Q�m Jai 141 m O C� Vrv0 IS qg�U ---- ------ aL FRONT ELEVATION FRONT ELEVATION FROM STREET uj.40 J pis o om N J 1t.�jlI I if 43 W114 nalp Woo, Im 9 YOU REAP, ELEVATION M I - IN 136 132 127 122 115 Qsol --MA 0,5 1 .. .... ...... .. A.1 2 It JL -------- - -- R16HT ELEVATION 9 ol M ... ... ... ... . to err It Pr lllll m LEFT ELEVATION 9 Flb rFlnlsh=Mb FF. 20'-0" ZONI&4 M WOMMUffil 11 W, ���a.^rIm SIMON_ NOTE THE LANDSCAPE PLANSLL "MPL'll 1111TH . .lz T.. WATER CAf!lNIS-- REOUIREMENT PER ORDINAN05-H07-02(2009). MUSEUM Qff; Rig 1, 0. Avg ­RIUA SM—ERlY I— 'QA0 6aROEllla � rfj ARN— - - V (.' py LINEROAD @05, a WgE , — ea P -UA jAl'OtI)CA 15 gal IT U. I IN 415' 00. 11- T ­ - t✓D COLOR IS gal --T- -T —LIT Wwx 2 Wait Flb rFlnlsh=Mb FF. 20'-0" ZONI&4 M WOMMUffil 11 W, ���a.^rIm SIMON_ NOTE THE LANDSCAPE PLANSLL "MPL'll 1111TH . .lz T.. WATER CAf!lNIS-- REOUIREMENT PER ORDINAN05-H07-02(2009). MUSEUM Qff; ­RIUA SM—ERlY I— 6aROEllla IS gal IDGE LINEROAD ea P -UA jAl'OtI)CA 15 gal IT U. 415' 00. 11- T ­ - t✓D COLOR IS gal --T- -T —LIT Wwx 2 1. 1- ILA A­ -CALIFORNIA 5YCA­ 2 'WXI 4 �Ile 10, 40' WPI 4 SHRUBS, MIM 'j�,*1.14®4© �'�j,1��' �� I MM Room it —A -T T­11­ 6aROEllla IS gal IDGE LINEROAD ea P -UA jAl'OtI)CA 15 gal 11- T ­ - t✓D COLOR IS gal 0 0 NOIII_ _I •'_I d'r ... • � rG.,� ViiiYr'NIr�1 ,.,,r,,,,rf,llrnal,wiar,o �� 0 1....�w�.�. �_�--o LCI/� �•h,n,nn,n.�,l,n•Ir•,,; ,�.� �� � --- r ',� ���•:�,+� �. nl .�7 vf;':— �'' �t�'i��oiriir� ©�"` �.'>+Do �; r 11 r �p ��, r I,n�i,� oA:A;�tG :��c�,�r;�:l--� �►�.�__ a. u[[yu�ll� ��~O�,\vi f,�Q�����0% nA�ii Q�.:r.�.:�.\rt \��O�Ln. .�-��-� (I^,.n lrUrrrrc•LCt I w .�gn.IIl,mJmJ,�PmPF}m•Jr1:_ 1 1 r��ml ta•1 JY.f. NNal, .aro r.o •r..:ar: rn !�� .��rle 1LJ ©/� ,J �1 r�/C'r:�,�irr� �� V..r �rYrrrrrr�'� � •,{`I :� yRl S �• ItII,� n` � ���I��R(ZY'�� E1 '— . ��."��� r / f �1 (' O \ ��� �G'.. �ni�rr.r\►.. � � r.ri.rrli�� 1, nt� � ��t�rl�..�" •, �� � ��.._. _ ni O • ���,� :. •0 L�'L4rSlY:'�ur Mm n� ■��1•sl�. n r. ,� M/��r'ni� u � � 1 6 `...J;► 'P..' jj�.ww11AAl!vA-r—i •�. Y�V�VOY, 11'�/O �•--�qqnnnns 1 �w �f O=.A •..-la ��� l (��: NMIO�.wtiOfa3��4\`�4t3�;fc�;di�,C, ■ �: ncaacn t �Q � t.►;t .»:4 , ..�c1a�® 4�a t ��Im.;♦... ' 1 cO*m�;��fi; • :.a , \ Irr� . . Q���: r•/i_®:�n��rsIr \'1��!'I'► I Rn i,4�r;i Yip,• ??3�13y.QaS, ,Q� �, ®� MATCH LINE (SEE SHEET NO. 11) .. .... . . �� cmv" RESIDENCE y -T 23431RIDGEUNEROAD I L NawaitrcoAsTu SYN80L DIFS.—y. MATCH LINE (SEE SHEET NO. 11) cmv" RESIDENCE MATERIALS LEGEND I IRRIGATION NOTES 23431RIDGEUNEROAD NawaitrcoAsTu SYN80L DIFS.—y. IRRIGATIONDYNAAVCWATERPRESSUI?ELOSS PB, ALLoaNAnW—ADDEQ-11 . . . . . . . . . 1. ATMMWtWVAUEWATIDW=TADD­­­C*DI30D . ......... APPURTENANCEPM Los N IT. I- C0iVM SIAMEUNE M IYAM NEM an VIIARANE (IMATIWGLIO".) zo I'Po9nAf VIYR?EVOIRUZ 6 "M PRPNG 100 WTAU0AM0W­­DFP"4AWAYRWAWMMD­ PMSME (10M 04 MN) DUE M ELEVAVDH fwh7uam MTAL PRESSDFUFWSS THROUGH VALVE na 17 17.41 =SDNGPK=VU0WAMRMfFRR 0 PRESSURE REOVIAFDPoRVALYEN6R p. RMQUA' PREJSUIDF­VF., f7 12-51 MATCH LINE (SEE SHEET NO. 11) MATERIALS LEGEND I IRRIGATION NOTES SYN80L DIFS.—y. - ALLoaNAnW—ADDEQ-11 . . . . . . . . . 1. ATMMWtWVAUEWATIDW=TADD­­­C*DI30D . ......... WTAU0AM0W­­DFP"4AWAYRWAWMMD­ SPRINKLER HEAD GPM ES( RADIUSft Att—W To - (D d6w'.. ­--ona- 0 0 ­—.00D.— q J, F1 !.joilj .............. ...... MU . . . ........ li 1 1° 4"NA T" 0 ... .... . ...... it ...... .... ........ .. . - ----- ve - I— L j \-_7 .. .. ....... CONTROLLER AND OR STATION NUMBER CONTROL VALVE SIZE GPM FLOW THRU VALVE NOTE, THE LAND5CAFE FLAN5 SHALL COMPLY IvqlTHI THE WATER CONSERVATION LAND5CAI-IN6 CONTROL VALVE CALL -OUT REGUIPZMENT PER ORDINANCE NO. 02(2004). NOTE, IRRIGATION SFF;ZAr HEADS To BE FIELD ADJU5TEX7. W P q On 8/41 1, t0 0, 77 W, V . .. .......... 2g i6 pq12 0 -N, L A - LI a. -7 -A --Z 1 . .................. .... 0 p✓ 48 5TA770N CONTROLLER (WALL MOUNT IN POOL UTILITY ROOM):, .-7EATHERSTATION(WALL IFACIA MOUNT) UR 2 -44147 J C L f 31 57 7 "M T 4, all] -01 - ----- --- --- ---- -41 MATCH LINE (SEE SHEET NO. 12) NOTE: THE LANDSCAPE PLANS SHALL COMPLY TH I . ...... THE KATER CONSERVATION LANDSCAPI I REQUIREMENT PER ORDINANCE NO. 02(:;:" 9). I Great Room Loggia First Floor Fin!5h=148 F.F. Most— Suite 3 NOTE, IRRI&ATTIONEDSPRAY' HEADS To BE FIELO ADJUS. i. FRITTER Z HICRO-SPRAY: 2 I. UK OF BUMING rWALL� I. DUBDLBE NERD OR DRIP IPflIGARIXI 1 ] 14 5 G 2 1 "It"I Ntlri DISTPIBUIIWI 2. RAIN SENSOB: WI HEAD BUOW LIP OF POT. AO,TJST AS DEWIRE➢. T/2' COPPED UNDER ALL HARDSCAPE ANO IIITO POT �J \ i l G: 4. t/A-INCH tUBIIiG STM1NC: � / R ]. FEMALE ApAPTFA (SUP % FIPi) 1. J/4-INCH CLASS 20D PK PIPE 1. Ca1mDUEA: i. ' LONG PK PIPE, INA 0 MATE{ 5. I. atl15M GRAOE/I. OF HUMCH 0. SECURE NIM APPROVED PIPE fly 1 pOINi/OUM00,9 WALL LIGURT if! LOC1a1G N£AMEPPROOF CATINET OR,UN MIXE (J/4' HIN.� EPO %Y IN PLACE MNO G ORMU HOLE HIT. HULTI-OUILCt EMITTER 2 POP-UP SPRAY SPPIN%LER: A .I. (1 OF ]) G H �I1 AROUUNE AtiD WATERPROOF SCAL 3' WIN. G, ta+ OF HULCN ]. PK SCH 40 ELL 6. 5' [L (STIP X SUP) I 2. 9-IMCR PK SC"40 CONDUIT AND Fii11NG5 OUNT HOLE T. RCN RISEN STARE: (i D< 3 J. I AND ELECTRIC UNES TO MO HAVE WATERPROOF SEAL WHD HOLE - -_ - - - - D. FINIS" GRADE 4 A, MARLS. STREET ELL 5, PK SCH DO IBPPIE T. 90' CL (SUP %SUP) B. NiRE TO IPRICARIXi CIXLMOLIEP J. JUNCRW BO% 4 Mi ES 10 REMOTE CONTROL 1 4. uIRA. FILTER CLOTH _ - _ _ - m m D. Pq E% RI ER: ENGM AS PEWIP D) p VALVES 5. 2' 41N. GRAVEL LAYER _ - I - - m III m- - -TTI-Q IS REMOFti PRESSURE RETTOM P; 7 p G. PVC SER 40 TEE OR CLL T. PVC 5. -It CN PK SCH 10 CIXlDUiT TO POWER SUPPLY G. PANIIG. PER GIMSTRUCDMi PLANS - - � lL"'1' - Ii. SCH 60 PK MPPLE LATERAL PIPE 4 i)1 �fJy,YI C 'C S 2 3 T. PK i0 HWSE 1. GRGN At10 E,EGM L UNES 0. DRAINAGE UNE PEP GRADING PIAN -m-_ B 'ID IS m-I C.ENGM AS REWIRED) 1R. PVC LATERAL PIPE iJ. PVC SCH AO IEE Cfl ELL 4 5 2 0 B. POTTERY ALK B NIM COVER: 14 G-INCH IS SIZE J T �ml,J/4-INCH 9 US TOP(i DF 4) 16.3-INCH MINIMVu DEPTH OF WASHED GRAVEL 5 - R 4 5 lid \ ��77��¶¶ T H IJ S LO -i %III I I 6 N POTTERY TYPICAL DETAIL M MULTI OUTLET EMMITTER ASSEMBLY I HI-POP WITH SPRAY E RAIN SENSOR ON EAVE A CONTROLLER 1. REDUCED PRESSURE I. 1lOZZtf; t, FINISH GRACE/70 r OF BULM BACKFLOW PREMIER 2 PIASRC SHRUB ADAPTER: / 2. WICK-COUPLING VALVE J 2. COPPED HALE ADAPTER 1 J. FIRSH GRADE/TOP OF MULTIPORPLE COV6t R 4, UV PADIATIUI RESISTANT C . 2 3. GALIKHDON= 714 COVER: ��\" 3. C0 R)UNIDti (1 OF R) 2 K SCM Bp APPLE (tENCM AS EO) J 4. PVC 'Cu BO HIPPIE - (LENGTH AS REOUIEPT �� (4)-1 \ 4. ER)90' ELL (i OF , 5. PK SCH 40 ELL, ELL, G. HARLE% STREET CLL 4. S. ]-INCH MMIMUM DEPTH OF J/4-ItIRI WAS GRAVEL 5 S. COPPER PIPE (�C1LL) T. T-INCH PK SCH 80 HIPPIE I NGM AG DEWIRE") g G. PK SUl 4D STREET CLL G. FlNI511 GRADE B. PK SW 40 TEE Ofl ELL I pPiIX (1 OF 2) G >. COPPER PIPE MOM POINT- -CONNECTOR D. PK LATERAL PIPE B. (LGiGTNf AS "TRUE EO) 2 G IS 0 - //2 CU. R. CONCRETE ITNRUST BLOCKS) 4 9. PK MAINUNC PIPE IRPISK-1 MAVI MC PIPE - J 10 T W. R. CONCRETE 5 69 10 B 0 NOTE: Z D D 9 1. E IE BACKFLOW REQUIRED BY LOCAL CODES AND HEALTH I. NPNISN FITTINGS AND PIPING NOMINALLY SIZED IOUIRUL i0 BE ARI Y LOCA RAS VERIFY LOCAL IREMENTSMCITABILE PRIOR TO ISTEM 11041NAL WIIX CWPIlliG VntK IIPET a2E. 014L BET. 2 FOTI011. MAY ONLY DE USED OR DOMESTIC (POTABIEj WATCH SYSTEM FOR TIC IPPIGARON. B BACKFLOW PREVENTER J RISER WITH SPRAY OR BUBBLER F QUICK-COUPLING VALVE 1. ]O-INCH UREAR LEHGM OF WRE. `°'T° a o o 2 WATER PROOF CONNECDON OF 2) �O FINISH O O 11 ]. D TAG •iii; 2 I. GRATE 2. POP-UP g0i0fl SPRINKLER ALK BOX PARI COVER: I IB-INCH EIZE \ 4, VALVE 8Dx NIM COVER: IT-INCH SIZE J. PK SCH BO PEOPLE 2. VAESSURE REpUCiNG . LVE: G J' MIN. G. FINISH GRADE/POP OF MULCH :Ir (tAX.X AS flEWiPED) 4. MARLS% STREET ELL t . �ri ] FINISH GRAOE/iOP OF MUL<N 7 b. REMOTE CONM0. VALVE, >. PK SCH 60 NIPPLE 5. PK SCH ,0 TEE OR ELL 4. PVC MAINLINE PIPE x B (CLOSE) _ 01 ] G. PK LATERAL PIPE 5. PVC SCN BO UNION (SW N FlPl) (I OF Z) - / //`� 0. PVC SCM 10 ELL 4 I.PK Sal 40 ELL 6. PK SCH BO CLOSE HIPPLE (1 OF 2) �' �ETT Fye 9. PK SCI{ S NIPPLE (LENGIM AS REOUIPEO) � � T. 3.0-IIiCH MNIMUM DEPTH OF SH-INCM WAS' ED GRAVEL 1- 0 ��`Q40 Via_ TO Ia. DR. (I a 4) I. SCH DO HIM (2-TACH LENGTH, RIDGE, � IFI O. BRIGH (I OF 4) 11 AHD SON AO ELL 12 PK MAINUNE PIPE P Fl 'fes 13.1K Sal 40 TEE OR ELL G Z 2p 1 oa ol6c � n 14. PK SCH AO MALE Ill- ll- IS. PK LATERAL PIPE f 1G IS 15 1] 12 16. J.0-INCH MINIMUM DEPTH OF N B 5 J/4-INCH WASHED GRAM Z W� m z a� K POP-UP W/ ROTOR G) PRESSURE REDUCING VALVE C REMOTE CONTROL VALVE lllw NS v$7 SECTION NFW i. PK SCH 60 NIPPLE X�Q �^FF.• If)b MAM HE. LATERAL, MAINLINE 1. AL INDING IM AND WRlt16 il! PIPE PIPE CIXIWIT Z VALVE BO% NIM COVER: 24-INCH SIZE Z 0 ry5T �O1 ME SAME TRENCH ]. 10 PAG:K Q~ IM G 5 3 2 1 INCH ROTOR SPRINKLED: Q] o /� ' / //I� 5. 30-4. UIEAP LEI GM(Ij1. OF NIDE COILEDMR. GPAGE� O T 6, FItiISN GRADE Ii = 2 J. UV RABIABG RESISTANT I\/\ J. TOP OF HULCH tY 3 (K SW A 0 NIPPLE LENGM 5 OCCUR ED) .\�.`�\��.\ . . �� 9 3' Hifl d PK SCH 40 CWPUI4G 4, PK SCM 40 [LL PLAN N_F-W, .J 9. PK SCH 60 IEPPLE (LENGTH AS PEOUIRED) �V1 t } 5. 4AfltEx MEET ELL NigE W/D CONOUIi 10 10, PK SCH 40 ELL 6. K Sc. 60 NIPPLE (tENGM n5 REOVIRED) / 9 11. PVC BO NIPPA (2-INCH I \ J. PK Sal 40 ICE OR ELL 0. PK LATERAL PIPE / / / / � � NY1 � � . � d'Sl M. LENGTH, R1. TEE ND PK SCH AO ElL 12 PVC SCN 40 IEE OR ELL I 4 5 / / i]. TRICK (I BF 4) # - 14. J/4 Ilf CIN WASHED GUAMK'LOF I ( II-q11-AA.R ALL NFlp DE A AT LOOP IN RUN BEER AND 8C9DE HAINUt1E PLASRC 15. PVC MAINLINE 16. CONiPW ZONE HIT: J a g m IRC BIRS %PING TO ALL MIRING AT CHANGES PAPE AIR FIRRR. AT DE SNARED IN OF OWECRINI IX JO' 10-FWT IHTERVALS. MENM A5 CHONN. OR GREATER 12 i] 14. IS i6 I> ID IT, PVC SCH 00 UNIGN FOP SERVONG ASS[VBLY 1 ,d XIECilONS NOTES: HAVE BEEN HATE. 10, PVC SCH 40 MALE ADAPTER If tIOR B 6 5 I. SLEEK ALL PE ELEHENTS NTRf CUSS 200 PK i1NCE ME' 19, PK LATERAL PIPE G L A S IG PIPE ASSEMBLY MAY BE USED NiM FLOWS LESS MAN 4 CDH, T OF IPE GO DIAMETER OF ME PIPE RI NGE BUIiOLE SMMIN. U 2. FOR PIPE N10 YARE BURIAL DEPTHS SEE SPEaFlCARWS, gg n L RISER WITH ROTOR H PIPE &WIRE TRENCHING D XERIGATION CONTROL ASSEMBLY„m C 3 E;G 4.1 PURPOSE OF SPECIFICATIONS A.11 is spcdfismi-to pcamPihsh U. xark of inrallhng v sprinkler system, 10th Mil aPeule in an etlicfem and"Olia0mu m camhng to xodminiin, standards.tblisbed for sprinkler operation. Not xiOutvndmi; is the feel Out these 'Pecireen- may defeat hn seating fault a sums detailed d..iplion for Ihe,mk m be deal. hidill be the responsibility of the canlmurr 11 install said spnnuer system hn such a mo mor fat hl s0 I ape.e eah hadly. PWlare i coil for any one afthe aIne-i- called for bei.w,iil onnthmm immediate suprare ofWl Ixrfommm paymcnu off' canwuor. Oboa,mivm are mquired for the folim,ing 1. Upon imtollation and testing or mWniines. inu. 1 Upon Imtallaion afimcrr III',. _visits. 3. A armlet, parming,., ofessirc system vl final observmion._ qOV,. 11..quiad aminante e period for se hsyem stshell not begin .,it lbs, final obse-d.. ria been made and NI (installation oFar-d by Ute migmian..W,.t. 4.1 PURPOSE OF SPECIFICATIONS A. II is as, intention of(hese specif-ation 10 moompish file -k of ins whIs, a sprinkler system "fuel -will oPamm inaneficient mdsmisibinmy FinoncroNi.91.-fluuadike slmdmdses-obiisbedforsprinUcropemion Notwithumadinghsthefheltiwifeu zPedfi.mhons may dermal in setting fault a complete detailed desmiplhan for its, "ask to be done. it shall he the -Plmibiiity or file ronvecmr to insists said sprinkler system in such a rammer fol it sholl oNone eliichenay. 3.4 TRENCHING AND BACKFILL UNDER PAVING A. Trench. Imeared under stem wine. pm;ag. asphalsie cancrcm or e.mIne will be installed and be backrlitd sa,h a sant toy e..ix (6) inches Waw the pipe and Uree (3) inches vbe,, the pipe, and wmpaeted in layers Io 959: amp,VVVV ming manual or mcdma Vt mmphng neat.. Tmmhes far piping sholl be compacted m equal Ore compaction ar lit ea sling m1jacem unf ousban soil and shill be left in a firm unyielding aMithan All ..,has shmli he Om6 sigh rite adjoining mode. The sprinklerfmgativn conumum hall set inplain, cap, and prestme test WI piping anderpmi,i Umar m tit, paling xntk. 3.5 PIPELINE ASSEMBLIES A. Routing ofspHW,r migvlion lines as indicated an the du„ings is diagrummmia Imtall he. fond.anon essemblh.) in such v rammer. ro .are- Io the derails par the pian. D. Insldi no mWlipie assemblies in piratic lines. I'raside each msembiy with ids nun outlet. C. Install mlassemblies spedfied herein in attorslvna uiW reslenhal duWi. in th-b-dea detmi dualling% arspe,iremlom penainhng m specific item mqui.d to aar mplen, nk, perfma such,annk humanallar-its ben st.d.d prauiawmhpd,V appmai minigmi nanuilna. D. Sol-x11d PVC Pipe finings using sohrnu and muhaJe.ammended by the anoughly errand otim,dst.reacrcxld amenianv.gtgWrcd Pipe anJmnes ltI thormughiy WeamJ afdin,d,ut. roil moister<6cfart applying sahrnr. Clean aB<zass sohlnL Ali"1litedjoinu s6Wi be.rcd at Ieas1 fi0an (IS) minuses befo. coming or imidrg and miniyfa.(24)1.- baro. sumer is pe.ined in the pipe. All roly-lubmg frump sbdi be of ompmsslon type. linen fittings me nor ne.pl.bls. Avoid ki.Ling arpoiy tubing Canneuion bel -tar mbing and finings to be clean and f., ofd,,t and din. C Mr{:e WI amectlons with tlmvded fillings sling Teton rope. Tele up swim Iigin wacncb prcssu.. 3.6 AUTOMATIC CONTROLLER h lmiWl I per mmulmin-e. inUUuirn. Remo. conal aalal shalla be .ecled to controller in numeriat sequence. As d sell on the dm„iags. 3.7 HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER A. 120 Volt In-eamectivn to the omammfc maludier %buil be pmaded by Ibe msgmrian e"I" a, B. All elecmW work shall canfam m Im V] codes, ordiro-, mit union amhomh,s timing jurisdiction 3.8 REMOTC• CONTROL VALVES A. ImlWl whe. shorn on draxings anJdclWis. Whenguupcdmgetha'sdI.wm len, 1 -he (12)hmhtesbat-valves. lasiWl... h rcmm' conal valal in a.pmme vela box Goch vales number shall be penciled on naive hoz Md, visile epoxy poll,. 3.9 CLOSING OF PIPE AND FLUSHING LINES A. Cap or plug WI openings m soon in fines Inax been installed Io pr.1n1 theenlm-ce of m..H.I ",ol w uld absrmcl tl. pipe and spnnkl,e. L -am pinm.Ul remove is necessary forshe sVidetionofinselimfon. B. Th ... Oily Rash out WI wum, lines befo. installing bads and ,,l- 3. 10 a,,l s3.10 SPRINKLER HEADS A.1.1.11 d,e sprinkler headsas designated an the drawings. Sprolka bads,, be bundled a, III, work shell be equivalent in all -poets. dose inamead. 8. Spacing afhemds shall not exceed the maximum indicamJ an the fnwings. In no case shall she sUacing exceed the seaammn rcammended by flim manuf c aer. 3.11 HYDROSTATIC TEST -OPEN TRENCII A. Request rise prose- Fail imgmion amWl.l.1Iemr forty eight (48) hours in ad-. of costrg. so m accomplished of We expense a(Uu c.nlun,r. and in de presence of the rrigotian m cnWiant prcpr Curtersmload piping M,h small omvuns afbeat to pr.•enl aching ar sapping under ss. All finings mw J uUiinrs Iv Ise mildlyly rximmd C. Apply. cmai ua. and nape anter puss wh" xa ded plmUajoln. Ima1e cured anent "tall funs(24) hours. Mainline to M loss fortfour (4) he= v1125 PSI. D. Repair fie aInWing from few. and rcl.t undid system amu specifi,d nasi. 3.12 BACKFILLING AND COMPACTING A. Initial backfill an all lines staff have no fo.hgn mvner lager lOm (I2') inshze. B,ckfli shall be sufficiently damp m Permit darough c,mpuoi,, Backfill for aenuhing shut be ompaded to dry density equal to 909: ofadjvam undisturbed ,it and shell ...forte to odjment grades, lad.m dips, s"e..... moors, or oder intgW.fes. B. Senavg ofb.ckrlild Isvvehes,,lud, may occur during one year period are, f -sal Iplat tl be rcfailed byd,ond-lar, including die complus, rcsmralivn of," damaged Planning. Pv,inS,ar are, hmpmvema. afany kimij.-Ves sminfiadhan m ao additional .N em. 3.13 TEMPORARY REPAIRS A. The oaa'r r.enls Olt light to mak, mmparmy mpwu as nta.my t, keep site sprmue, ryssem in opc.ing andi,ion Thc uerdse afUus .gin by the oxncr shall mol relies sl. commctor ofhis a.panibihi,ies watt Uco te.s afd,e gum.lee m heroin spenfied 3.14 ADJUSTING THE SYSTEM A. Adjnf air., Wigmnent.d <awuge afvil sPnnkler heads. ITh hs, uemined dun adjm."1 in she mill -ion equiPment ofnvale -1-9. ,ill p. ids, more odcq.le-mgt, .oke Wincc.smydsangesprimmplanting T6esedenges-djnlmadViOalibemvae Mtlemadditimu esu, ria"tirerysmmshall,N,I,popsybcfureanypimting .Pe.iom ammence, Elumhnam oar -spiny am, awlkaaays or pva,g 3.15 MAINTENANCE A. The strait'spriNJer isdgmion system shelf be under-mass.ic apermian for o period of seven (7) days prior to my pivnang. B. Tint orcldcod non -Use Igo I. waive or shanm Ute m e.U.. period 3.16 CLEAN -IIP A. Clean-up shell he dont in each portion If -k progresses. Rafts, and axes din shelf W nam -n! from the tile, all arks and Paving shall be -p, ar noshed do-. Any damages s und.ed an fe sank armin, shall be rzp i,d to anginal andhiom. 3.17 SITE OBSERVATIONS A. m old ens. whe. observation offe Ioaigmand ion synem is rtquned II, where Part.. of she w.k art spmffned l06s, p ri rued under theabse-d ofd. imraian mmWl.l, awill be not sole ""pan ifflily of d, Imdsap , ramaum ...Iffy d,c msgmian amwtml wm (2) working any, in mdvma arOco time such absa-i. s vin required Fail= ', W I far my one of the abscrvmion Wlcd for We,, rill comtimte immedime stoppage.fall pada-papayments afore convenor. Obscrmd- are rtq,i,d far the fail os far: 1. Upon imufflId . and testing of mahNines, _ ash.. 2. Upon hn "hili" ofim,Ii lines. _ ash.. 3. A compile apemling las oremrc system a Gera o65envlion._.sin. ILo rcgr.d mwmemna period for the system shwi mol begin.,it file find vbsenmian I - be" mvdc and WI imsWivtion approved by the hmgmrn ennulmse. C. Exapl. noted in Interlard. A and B ,fmmhon 2.3, NI an uircmcnu far non- rresmm )alcml line rice and fillings shall Ise oco mute as far 1111111-xeld p,,,,, mNNine pipe and finings. set Audi as samhon 2.31fsh'se spcdfsaUom. (pnmm a., meshed). 2.5 BRASS PIPE FITTINGS A. Whim indicated on the d.s,ings, use red bas smewld pipe conforming In floral spVar..i.n HW W -P-751. B. Fittings shall be red buss eunfamsmg m fJesal s eeifieml,n nW W -P460. 26 BACKFLOW PREVENTION UNITS A. B..kfl-prmlmi- I. null In arsine it type fdiessed an Out hnigmhan duavings. 1.1.116x),11- pm -d.. in in aardma aid, inigmi nanswuhmn demist. 27 Cl IECK VALVES FOR DOMESTIC WATER ONLY A. Anti -damn valves shots be ofbmvy-duty lirgin PVC conwnian slid, F.J.P. thread holes and oud,L Inmmol pans sbull be stainless steel and moprene. Anti -Jain vvhlshull be field adjmcod for cl.alion thong. from five (5)to fany (40)fat. An1i- drW n aai,x shall be simile m d,e valcan "AOV' or vpprovcd equal. 2.8 CONTROL WIRING A. Con n bclwsen fe aumm pie ,dim A ers.d .6 [Ie,lt. control an- shWh im male aaif "sten bursa -aper ll. ANG-U.F. fi00 volt. IntWi inaccoN.ce na1lsm.ufumurMs specification and slim than. in nn ase shall xirc 6c l.sNm Hi4. rant nam: n-WI1m. tell rat alar Mre fr ad, ammmmi, amroner. B. Wiring droll occupy the same trends and sbl be isusalled Wong me some mole as r.tsm sssupply or brand lines Wilma-Wilma-possisible. C. Where mom data It (UM. is placed in I muell, de a,inag shall be tared masher at ma Ws of ten(10) feet D. An ulenion cul shall be provided lathin d.e (3) fees ofevch.aim.am'efian rxpamfon -1 shell be ofauRncnl Its at cauls spry cmna.i.o at each deems, consul wdve, so Unit in cine afIsmis, the lnlve bonnet may be brought to the Imfam niduut disc,mcuing lbs, amrol wins. C.-IllimsslmslbelWJl-"yin trench wifmn sums or sirciciung of camrol xi. conductam. E. All spiias shol! be mvdc slid, scatch411, 113576 wane mr sewing pacts. RWnbiN s.is dim xire ea.enor ar approved egsW. Useonspiicerer ca neenusealmg pock. F. Fi[Id spiia56cus1en the oulomaUc amroller and elcctriW ...tall valva will Vol he Wh-n] „ilhout prior approval afshc inigmmn amui.l 2.9 AUTOMATIC CONTROLLERS A. Am ... If. com.lic. that be.Isha and type shown an Use prom. .p -ani". C Unless mI-esssise rimed on she plan, In 120 all alecrricoi Powm m she amommtie sum eHia-location to be famished by mhu., The Ona eactnW hookup shall be Ibe rtslonibilily or0. irsigmion antuuor. 2AOELECTRICCONTROL VALVES A. monde and hnsmll one amroi bull, far en If, elecus, eV VtV T ,,Iv,. 2.11 CONTROL VALVE BOXES A. Use 10'x10 IM' round hos far WI bull hives, Carson indnlnes H910-126 slid. Santo holt do,n sus--pprovedequal. Enemion sill" s6Wi be PVC-6'mfail.- Ozc. B. Use 912' z 16' is I V I nangWm box far WI slenrieW -1.1 vol-, Contra iodmm. 1419-1213 Will we. be[. down avcrar mrproved equal. 2.12 SPRINKLER I MADE A. All spriNiencou"s shall be of ill, sear, are. type and deliver if,, same rate of pruipitmlon with the diamecor (or radiata ofsivmv puss., and diseh.ge m aha". on the plan and I or specified in these spend pm haus, B.Afinc pvnWmmoconal backfill will beinithallyplmadanall ]in.. Nafomign manor l -Seo sh. ane lmr(12) ted, in tis will be r -filed in the initial backfill. C. Ifsememem.I"snand"'I' uem adjm.m. un pipe,eaves• sprinkler herds. (manor bi.-It orather o P b• a nosy I Our - D. oro nemssay, she convenor shill mdse all inquired odjnrmenu,alhom cost t. the o,mtt. D. Riser Wppies for 11 smnNlcrhands shall he d,ascone slue m the Isar opening in de sprinkle, body. E NI spnnkrer beads of d,e xm. type sial he of the sumo m.ufvnurcr INSTALLATION PART 111. 3.1 LAYOUT A. All work shall be laid out m mcordana with pleas and detais as show -the dm,ings. Lama inigmi- vppam -, equlp,em, on, in Pleased area uh-Tr pmidbie. a. Ifni ordong. I. ration smansui.d,o,. tinseled by fees rzrrczenmtive, ,ark shall be.eamplished by U. ansa helm v1 no addsshanN cost so U. main, It' iding suds changes ordered before items ofwmk directly woruct d to ate some circa art installed, mit Provisang ria audi,io.) mmenws ore required 3.2 EXCAVATING AND TRENCHING A Perform Wl exavmri.nmrtgW.d far the im,allatian of the irrigaiian system. Resta. Wl smfvc., ezisling undergro.d imsdlafion, ere, damaged ar cut m v r.Wt orde excvwti,m to fair onginol andition.it in a manner smiisfnmlry 1, fe awncls rePmsmmtiae. B.Trtn,..ss6Wibe modewadeenoughealrsvfsafEcaofria(2)inch.e tho arm,.. pspeli fro Tmnc,. for pipelin. shall ht made ofsnlTincnl dcpriumprotideWco mirmum x1r from to. grade. fua,w:: 1�I8' Covcrowr mWNin.. 2. 12' cover ova PVC lateral la's. 3. 6' Co,1r over poly tubing bard lanes. 4.48' Cover sleeved lines under abi I-ys(per density C. Dig ,mndou s rW idu and sup,. pipe sumom amly on be.,.., Ir reVeh. Loy pipe m. can grade. Trtncluag exawrmn shwi follow toy.., hnaiented an d.,aings mit. noted. 3.3 BACKPILLING A. The menden sial not be be,kflicd =Of all ocquited tests are pall -d. Trenches shwl be emef illy bad:filled with the exawled mmenws pp -d for bnckfiRlag consisting of etaf, to=, sandy Way, sand or other approved materials free Trans Imre "ods ofevNh m-mes. Backfill in loodsaped mem shall be mec6.rlily mmpacted 1,1 dry density quill to 90 "or .nand undisturbed soil in planted amps. Backfill will ennsomh,00dj.sntgunle rifom dips. sunken nem, humps, or oder s.fvice incSW.ties. 13.Ar moulamaeriw b,ckfili .,ill be mithwlypl-alm,Ml lin.. Nofarcfgnmmerl.Per than one holf(12) fads in su "ill be permitted m de initial backrll. C. Ifsenlemem occurs." subsequcm ndjnfinenu in pi,t, ,mires, spnnkfr heads, lass ar pirating- m mher.mtmmion arc nec.svry, the c aVerm shall male wi required vdjmt..'s "id -1 "m to she .- GENERAL IRRIGATION SYSTEM PART L I SUMMARY Ttit lark roversmaummvtiWly conlmllcJ irtigarion system comrlde. indudsng VH ircndhing, batkrlline• roil compaming slaves. inidlvlion of pile. wlres. inhgalion heads, finings, mW WI olhtt apr.enmas: ca.tuiom s. nwler smites. costing: insolivtion of .aro shown on e ran oIf,, dao in..memo. and oaring pdjm.mt of synems: ntassmy vccessones m "ings and spenfi'd herein. IS REQUIREMENTS A, All swsk it Interests shall be hn accordance naVh the uniform plumbing rode published by ,hc wascoa plumbing offdals assVe mina, all sta. and IoW cod's and rtSuls and all .pplicaliom me, to be ambaed so Forms lunk not confo.ing to fete ca des. ShoWd Use omimahon documents or inn-fi- beat vananee with the aforementioned ares and mgWprhons, notify de inigmi nemoullain itI.it his intumho. hero. p.aldrS,ill-U. nark Iffceted R. Man ilmr-es dheed..: m iamr.- a's mmaim. and detailed dmwings nlsell is, followed hn all -a' "he -the manufanurers or anfcl. used fn this an.. foMsb di.uia. coaling points not shown in the drawings and sten fimtion. C. Manuf-e-es wnna'I-: manufcs-ea wnnanihes dell nm rnhcve liabililh. Order Inc gumanme. Ti. irtigvsion muitms may al bis option. rcquim nmanufnuurcts xa-mr-ty on any Prot propo.d far as. to D. All "oak lolled far on Use drawings by mos shell be fumished.d installed wheeler or mol specifically mentioned in the srWfiation. Do mol xill(Wiy in,dl lite sprin{:lcr sysicmm initialed on she drawings w1- i1 is ob wus in the ficid tum .known obstmctiom ar gods, militated txln ilul Origin not have We,"nidemd in if, engineering. or ifdizc.rmn ss the canwnion duals, legend ar ¢Uecific rams comm disavered Alisuwsabslmcshamor disertl.n.lhwi be hroagln mn-e atmmrn onht irrigma. t,mwt.L mU%eevem nils it not done, fe comucmr shall .sum' fell respamibility for the necessary.sinons. E. Due to sale ofelmwings, it is not possible to inroad, ell offsets, Omngs, sle.,es, em. which may be required Tim-Vaelm sidl -fully iminigme s. nmmmpl and Bunind condition siflCcting.11.fhis xmk and pIlot his a m), acaNingly, f erbildng such ratings. eta. may be Imp -d roma, suW,.nditivn. Drawings as, gencaaliy divgmmmatic.Jindiatial of We anrklobeinsmlled Tits, nail: sitWi bein,olled in uchv mo.ermlo asroiJ con0lcu Fxtxlen amgvti n syin- , planting, and aeldnan ml features. 1.3 PROTECTION AND DAMAGE A.Protein wok and mplenols from domvge during consmmtion and storage PVC pipe and rungs sholl be p.eeted from Of- mW igen. B, Assume all .-smnibility far damage m existing cr.metfn and msmrc to it, original condition Omuld damage occur Is o a.Wt of this -0, C Con,ucmr ¢hell sentrcly co rnpenings iron syskm anJ cmlrappmalnes, egnipme .d vppiianas both her.,, and one, being set I. pa- p.am obstunion as de pip. and prevent bmnkoge muss, or disf-gurcmcm of the vppou win, equipment or oppliarm. lA AS -BUILT DRAWINGS ralr.,eme.cma.1han, Vassal -heads a,, B. Before final maphime,r-k. commctor shell tta.fr all '..bell,' ierammhon am, ben quvrty..laid aryl. and deli,er to site hrrigmiI, "nsWmnu. 1.5 GUARANTEE A. All xark Oral be guaronteed in 11hing for(1) year Arm data of map arm agaiml WI def cls in mmrerids, equipm"l,.J warkmass-ip. Guvmniee s6ali Wso cosh rcparor skvnvge to my part afshc Orem reselling from leaks ar olber defects in mvmnd, egwpmenl, and ,aJunay Iran the red -by lilt p to hngmi anwlvnl. w,a t no cast to it,, be dont Iumplly span nosifialiun by Ibe projcu awnels s[presenmsiea of no cost t. the .,mer. 1.6 EXISTING SITE CONDITIONS A- The sum al -hill actinium lumsdfvalh all sit, camlifl . Shaw) Vatican, at shorn an III. plans be found during exaalians, emi-m null Promptly nary site mads .Ireremmiw ro�imweuanmmrmdher vetmn. FWwrcmaa la,aB ieaaa ate "mraamr liable far y and WI damages thems, arising fmm his oPcotions subsequent to di -say of ands utilities not film on Ute du"iap. MATERIALS PARTI( 2.1 SUMMARY All materials Uvnugimul d,e system shell be new, named and hn Perfect a.isian Refer to rrimmh.n mmenale regard, norm and sklml d.,sings for spedfle equipment to be stud. Substimmion,ill nay be .cap ed when approved by the hm "ion sa s.hom equipment ar malenals inidled or fmishN "iiho-n Uriar o,puai ofihe inigvlion anWtant maybe rcjecled anJ d,c eamoclar.quimd m remove suds mmenals from the site at his own expense. 2. 2 EQUIPMENT TO BE FURNISHED /,Supply m v pan orris comate the Ibli-ing toms: i.Tpmuat,uh,V .ttoutsoject. for.maang. Jisassembiing, roiladjmting ach type of sprinkler md,nlve an rtes project. l 2. Twn (2) keys fur acrd mulamviic conlrolier. 3. One (1) q.!& c.VPier key and mmdsing hies, s"ivci for Five (5) or fusion Ih-urs ad, type of quick auplung van installed B. The L,,I mentioned s6Wi be fumed over m site .-or.1 it,, ancluslon of the Ptejttt Baro. road inpeetivn eon occur, o0shmVe O.1111. -in ism relu,,ed material mal be shosw to it., imgmion ansW1.1. 23 PVC PRESSURE MAINLINE PIPE AND FTTGNGS A. Pres- mainline piping for sines 2" mit larger shell be PVC dors 315. B. Pipe shell be mod, ram m NSF oppVod type 1, grade i. PVC compound anfa-mg so ASTM Vess-f ccifali.'DI78i'. Ni pipes mal I V I VII hrtmenu m set foals in fed,,W specifnadon PS 22-70, sail, an opproprime standard dsmeniou (S.D.R.)-(solvent s a d pipe). C. Is-,. mWNine piping for sus 112" anJ smaller sbdi be PVC setudWc 40 11hh solvent smmcdjrnu. D. Pip, shell be made than NSP vppm,,d type 1, grade I PVC compound anf.tming to ASTM r.in srcciaalion'01785'. All pipes must mccl.q.4-ams. sal forth I. federal specif-enth. PS -21.70. 6 PVC s lb,s rn-weld f-stop shall be schedule 40. 12, II -1 NSP vpp-d conforming to ASTM 1., procedme D2466. F. Sainte .mem Intl primer for PVC solvent "gid pipe and risings shall be of type and imad VVion methods Proscribed 6y the munufactu.r. G. NI PVC pipe must item rhe following makings: I. Manufacmmis roma 2. N,mhnai Pups, nim 3. Seadtde or class 4. Pmsure utiag in P.S.A. 5. NSF (3mtimml Sommtion fo.datfa) 6, Dole of. -ion H. All innings shell be the manIsbet-ea none oftm ienak• mmerial desiSnalian thee, appli.bla I.P.S. scbedWe and NSF .,it or.ppmm. 2.4 PVC NON -PRESSURE LATERAL LINE PIPING A Nan pressure bailed lesson! If,, piping shell be PVC aims 200,vith soil, -,tel Jet - B. Pipe shot i be made from NSF approved, type I, Smile 11 PVC compound an(orming to ASTM.sin speciGatian'DI784'. Allpipemntmalraqum mond set fault I. federal specifsarfn PS-2240wilh an pr.pnom standard dlmemion.tin. 0g E jurisdiction, such decision sholl not a fact WO validity of the.maining pomoc of D. A proved applicant L^ n..god Iv bnplement s.oWWabW Thb Chapter is .tlopkd In Iacwtlanw vAW AB 1881 (LOIN, 2009), which a dales all bol agmdm to odopt iha IIIA 1881 (.I voter ). which efficient 1,'edcovc mCn.c. pmpamn by b,. r_�rr,,,., ,, n...,...r,.."¢lapWa NLordamess. The City Cs -D hereby doctors. that U WOUld have adopted this iro or onHmnmeNaly.frie;uUy pmdfces far -.11landecap. meinlsnunw. LA ' Landscape Ar.(opmr, feel, Including SLA) W to adopt lheb cam notion-11vl 1. .11.''vv eRedive In consurvine water o: the nes"..oMaonm, list WterUmr J.o.IY2010, on nce, slid coon ¢.dial, subsaclbn, subulds an. cantInm, drum, phrase, ar Peru.n.1 thered, 4respvcnal of Wv fed Wl oM Ong or mo 0,02 c Conversion Feltvr§nd.s 1. gallon. ORDINANCE N0.02(2000) sections cuStedbn,, subtlwbiors, senten.y tlam¢^., phaco, or potion thereof be 8.14.100 ExkOn9 Lvndocvp¢¢. SLA = 6pedailnndccape Area (square foeq 0.3 = The additional EPAdjustmgnt Fedor for de, Spatial ORDINANCETHE AN ORDINANCE OF THE CITY OF DIAMOND BAR DIAMONDBAR declared ovafid orunwndhulbnet. The following Prw!donc vpPly In cooing fnaf¢capas, a. def ed in Secu.I Landn.p¢AraaWATER AMENDING ADDING YADDILANDSCAPING8.14 SECTION G• SUMtMRY. Pummel W GOvemme'I Code SocOon 8.14.020,ed WLChapler.' N. Weather Based lMg.tion ConBelief. An lMgalion wntrogof CONSERVATION TO THE DIAMOND BAR MUNICIPAL CODE 36833(c)(i), W Ciy Clerk tea, dpignakd k pmpao and hes pubfohed I mmary of ihL^ OMW live, and a cpNfied wpy of it Was podatl W fee OIR. A Far IantlamF. evrvetl by o drglo \valet meter, the City may Nal oVlomaUcaUy atlfu.L^Wvirtiga0on cchadulO hmM cn changpc In the -at I, subject iv tlleaeUonory rcvI21 by me City antl prvpoic nmv Or alkod ondvcapg (2.500,gm.feel or more Fonc�mewmar-pmvldM gr homeovbarvhlrpd of Wo City Clerk minimum a!fivvtldyabafao the City Coundfe public hevdnp to ool, Ilio falbwWp, Indutlin0 but not UmiWtl to: WrigoBon _,I use anarynm, hdglUonsurveys, and Wdpogan autliLWevaluak 0.14.040 Compilane¢Raqulomonk. THE CITY COUNCIL OF THE CITY OF DIAMOND DAR, CALIFORNIA, DOES ORDAIN A9 FOLLOWS: wnsiderntlop0on dike ordmnw. tamer u.p, end Wprovda rdmmmentlagont w• newzsdry W roduw lantl,capo Nater use to a lovcl that kl be as: NIWntur,ds.P Wigalipn audl¢ by.ndud¢tl SECTION C: PUBLICATION. Tha City Ckrk shoo [erii(y as W mo does not exceed th.kimbnum Applad Water Alilrranw for iodop, land:Wpea. Tho Maximum Apps d Welcr Mwanc¢ br Lllnp lantlsmp¢s hail AppGwdn for Nov Dewlo men( P popocba now or allow landswpap .hail campy wish cosh OI the foilowkg .quircmCnis in Ilia tlacign, b:Wiiaibry SECTION 1: OftDiNANCE TUe 0, Chopkr 0.19 0l the DiOmontl Bar MUnidpd Code,wmnenvWg ltithS¢ction 8.14.P70In heoby added to odopu.n of tits md'mvnce and.1m muco the summary flion [ W be pub illod Ili;nfdk.n wivntl.r(/5)doys cf Wo pdopUon hg wkuWletl as: MAWA= (.00) (Efo) (IA) (0.62). All Wndampa Wdgpibn autlps .M mnimenarce of (hp Wntlswped mea, .osa an pxcoplicn Is gradetl read as faRova: ¢lid.hue postawNfied wpy o! Including th. vela /or and agaitul iha bores, in W o16w d the ph.06v comudgtl byawNilad lantlscap. inigotian auditor, purceanl to Section 0.14.D50. "Ch.ptcr O.t4 Cls Clark,on,ria, City Clark,k awvrdanw with GOVemmenl Cvde Section90893, far iha City of DWmvnd ear. B. For landscape, Wt do All have v mOlsr, W City may mquug She A tuntic.pa Pom AppfrcanW shall sabot Land.apo plan a bc•a b �hoding and Z above, additional Wit arca^ 1W r^ Y Fpm'fC y Ciy for solo tlesignM.lid used for Outdoor mgul.letl by Itis ChapWr must comply only with the pmvf-[-I- specified In Becllon 8.14,100, vnd fo0ovdng, including but not fanned Io: IMgalioI surveys antl inigaUon autliL• to dep'tdin8 Ng oMnwpetl mW antl o0 of lanticcapWg W .mdih n Iha Ip( WATER CONSERVATION LANDSCAPING SECTION 0: EFFECTIVE DATE This" mdeen.:hall po Into egad and awda. .waler wa' Intl k provide rcwmmvnd.0 m ne.vsary to Prevent t mkr..L^^. AD Wlds.pp IMgnikn audL chap be wnduclM "by a delcmdned by the Community Development Department. Landsmpine shall by tlpsignatl b by Wiggled Maine m Than 0.7 of Wa S. ule,o:. vv in fug (.rw and cp.reU.lore and Illef WWIy (30) day, otter ilc Md pvvopv M adopibn. a wdme lantl:wpp IOIpaUon vudilor, m(ertnm ponarwpbo7ion (ETD) end dull naxwetl Uro MAW0. The C' m the C. The Cltymay.bdi rewilh Wolocal akr purvvyorl to dean. () doh( to motleo­ Yy plana in glunfity and 9u.ay of ilio Wndccapir -at W 0.14.010 Purpocv. PASSED, APPROVED, AND ADOPTED adv •.. day If Dacembor, C. The City may saftbomll win Ure Woad welorpurve each Wbdy..M.F',..;MmubiBlee loNbmfnence.• Wr(c) Wtlefino mquieemelsefl WChvple" 6.14.020 Applicability. M14.030 DOfin78o^s. 2009. Malm 8. Usn of Tudand Wat¢rW ePWnW: 8.14.040 Compilanw Requl.monW. o! al least 3 Wches Ihrougha L In ureas WiW Oo an it m panted fmm Oak, N.tIl ba (nsklktl SECTION 2: CEOA Th. CII Council tlekrminm that Ud6 aldkan. la 8.14.050 Exeopllans. tldennlnm Ihp\ Ud, aMinan. la I anpt fmm lavWw under the C. Envbonmenlal Duality pt from mviw/under Iha Cvil omiO Env'vonm.nWl DuaOty p[l oCatifoma T, Thv lantl.capc arca o/ ProJecL• P " g P-xTlu,iw Pro tin y .mmardal 8.14.060 SuIWIWOW. Public Razour.: Cotlo §§ 27DD0, el acq., 'CEOAi a d the r gula6oas usmobolibudcalpnad Hi Wp use vl turf antl WIW 1009: stater NohvBh,WMinp O.tA.WO OOWrtninallon of Cvnfarmkg lnsWltOlfon. pmmulguled Wmundet(I4 Cali(omW Cotlo cl Regulol!ons§§isppD, el l¢q., th.'CEQA GwdvG.,�bocvm.11 vAsc plant. whe plants. Ins that mqu'vemeni prejpcls may alis Wrt whom n orcgdra Ind type Isfor 8.14.000 Cgmpllanm Wrificat! No. 90 LantlOapvand f4oyor ennds o0ula8oro Wat oro appy blO to neo/ or atiamtl land.wpp project, eubjacl to pojOd ,pacific tlbaCUanary mviov Pr IF ad any mqulred8'mawvlc or blo.GiWre, , adjacent to personae trete. wham wwRing boost ar cro,eNno p�g acted. LMgaUonrnainlo^anon Schedule. 8.1.0.700 Exi.lin0 Landvcapvn. D. IMgalion: All now or oileratl lid soon s skm, 0 y pmp_.dafro acv u.nu pmenl ¢lull Inwrpomle the foOO.ring mquke an,. In Thero(om, it can be veva v4Us tedainty ilial thpo I, nI pow;ISTIy that ilii^. rax iliacs wwlkk would include mmerig!IgegUanO o IWWn9amal lomledebngpede•.Olan ionnoW. Th.rafo., It ren be .can vrlth .ridnly Wal Urem Is no Poslib! ity Wal thio MiMiam. Minanw will mm, v dWed phydml dunpa W Wo emionmenL and lee.(two Ute adop0on of this Is malas. 8.14.010 purpocp. aMoanm not mnndered o project Fer aeapr 21055 Of CEQ0. In adtllUaa, Wb oMWsanw W o action bake taken for anhoncad 2 Tud In Ng npproprlaW dwic. In palkwvyn wham vehicle Fmklnop les which b Wv opPoxWnalWn of C. E7o: Referanw :j 0' wafer tom .xpm..etl In inches fmm f kl perelmloO of the Bnvuonmenl Wattlam not have We pol:wnlWlWwung cignif of IIe4s Iha ppnniikd vtljacvnl to Wv pmkvmy curb. Tr. the 'pg oy May lndutlo on, Imvm pl No(2)nonp.munenI 11 i(L the polity vl the City cf Dlamand Be' W p(omab soler conservation, ThoLantlacapv per year v of 4Io-7-Inchkil veal .awn grass Wt , not water dmndetl, n mironmpnt Consaqumlty, it L (gBcdwUy nmmpl in Macaw CEDA Gddepnc¢ , Lp_pe IaaoL,_,ospa. partnils, Tho nvrvpemlanent !uMsmpe We DOC erva8on SlantlaMc dabpotl in thio Ch.pler arc Ch Intended . 2. Wpkr BWget Calasiatiow (Bodian 0.7q.030.M, above) cfU be vdih §§ 15305 m a minor aikrolWn In land um Omllalbns trhldl do not recall k any chnngas In land uco or den+' • v d 15308 bt area ren bo pe posers, tl.wmposod p.niW, btirk anmnd'efe paver, or .Uqr dollar mai, at.^ opposed by Wv promote vokr can, cn tvhio aUwdrp We mWei Coss blo OmWiliry in tlenignk9 MSNry, atoeon, end sac. l cW0 water Gcienl Gmiklbns wNch do not ro:uil In any changes in \antl One or dercJly; and 15308 vv P. taken by Gallon IaY n by a ogoot, Igen ry v, Iuthori.tl by ColRomla law Iv 'tool, Ccmmuniy Owolopmdnt Oirodol, d may verve an pv0e:irWn IaMinp bolWem NO WrdamFes, 1 vsaaa mdnlenana..rpmlecOsn of Ilio em'vonmenl pmkvroy verb antl Wa e(dwralk. Eads norvparmanenl haMe.Aa Iron may be n. latest Wn four feet W This Chapter I, to be 1d & SECTION 3: FINDINGS. Tho Clty'c tintlbm ontl widow in the rewM ""In and be IroWUctl end tizatl W cudt nor Not 11 ren lm oacty rcmovad aLould be Cly or M P "' iia n . such a rk o ilio parkway oma. Tim Inem b vn Wntlog Imo t used mnmjunallon with the Water concery ubn r M.WanlenW of Iha Municipal Cotle, 'ng wile Section 22.26.010. lunare mnlGds In Iargue8o may W,I bplwuenaUd, Chapter and Chopkr 2Z.2G, landvmPe. W (ib castor f5d.n1 land:mpo oMWanw L vi Wa't a, eIfedbc In wn¢crving mural be a m'nimum of fwv feet away Lam any clout boa andthr.v feet away from any mean buxom, . kg mom rev4icl'rve water wnscrving ivnguvgv shall prevail. D. A p ojed appGwal W anwuoged to bnpk"'I "ouilnablo or environ ;anmil.W.odIy podices for waren Ivntle.p,,ZWWnanm. 8.14.100 Existing Landscape.. bb bases, mooimmam, count lights, or Other objects Jawfogy peput ed in the dOh4d.Nay. 3. perking L list amided Itl ams Thb Chapter is .tlopkd In Iacwtlanw vAW AB 1881 (LOIN, 2009), which a dales all bol agmdm to odopt iha IIIA 1881 (.I voter ). which efficient 1,'edcovc mCn.c. pmpamn by b,. r_�rr,,,., ,, n...,...r,.."¢lapWa m exis The following Provbioapply to ting Wedscpm, as delimit W Section alagWlmro Orb U Pd. Isay.v using Wv erW cv pWn6. W to adopt lheb cam notion-11vl 1. .11.''vv eRedive In consurvine water o: the nes"..oMaonm, list WterUmr J.o.IY2010, 0.14D2DG of Ihl. Chapter.' 4. TM ordswpg oma of nWglu I- 'y .sid¢nibl, mu1lFWmiy rovidenU.i, "ked use, lino Im"Blnvl Mu A For landampas .creed by v lingo ureter meter, Ili. City. may uta pojacL• shall be de" with ng me Wn 40% of 11, III&C fid area W Wd or planta that are 0.14.020 Applicability. equlm Ilio fa9wrkp, Inclutling but sol \united W. WigaUon Wakr rev analyea^„ Wl�alion aurvoya, drM IMgaOon ovdUs W evaluate water wo, aM to not Nakr 1Visa Plants. Approved lad parMmyc shall not b. wun'mtl Iwrard Iha 40°b turf (iWUon' A This Ctnpl.f aPPGm W vU new dwekpmenf projects which am provide rowmmpndationn m newssary to isWnticwp. Ymler use W a Iewl that tloes sol mesad lhp Alaxknum AppGOd Wakr AiOwanw for exisicu0lantl,mpev, 5, Turf Is subject iv tlleaeUonory rcvI21 by me City antl prvpoic nmv Or alkod ondvcapg (2.500,gm.feel or more Fonc�mewmar-pmvldM gr homeovbarvhlrpd Th. Mmlmum AppBed Water Albnwaen. fat oxkiWg landtmpee shag bo not pemihed th medlar« or panel, lot landscape Onger pianl.ra. Ivandsmping o cingio-famTy and muli6Wmiy rca)denlul prejvco, flue Cru kr kl be as: NIWntur,ds.P Wigalipn audl¢ by.ndud¢tl applies P. oil such prefects which am subject W disauponary .Vlpvr by fine City adpmpoclnaworaMmdlandc.pO aroo a1 S.. fiaqusrefvotOr shall led by.(,80)(ETo)`V.)(0.62). by mNOed landnwpu lMguibn auditor. B. Turf shall not be u:od on slopos Of 2090(5:1)or Wndsmp-em. grantor within the mar¢, g. For \antl, 1 that do rwl how g motor, th. City may roquuo thn (n.WdnB bu. not fimllCtl f.: kiga0on survey, ontl Irtgo". fog.evaluate,vmier aubsmuann 1 Ndr! B. This Chopkr appMs W Ili ed,Wtg landceepue Insi.iletl helots January 1, 201"\hal are wcr I. melon s acre W sko. Extallng Wntlswpes .w..'g, audit to uea, and Iv povide ..mmontivpon, os neoaswry to Prevent a bc•a b �hoding and Z above, additional Wit arca^ 1W r^ Y Fpm'fC y Ciy for solo tlesignM.lid used for Outdoor mgul.letl by Itis ChapWr must comply only with the pmvf-[-I- specified In Becllon 8.14,100, vnd ler waste. All bntl.capv IOIgaUcm audit- shall be veld. by a cath. d land:.pe vn�%pliongl . Wilks, or fiat spent, upFoved funclbnai use, Mprev¢d lad am olhervda. exempt from WW Chopkr. IMO.Uon vudilor. a s y bovrnlorod at 1,O ofW mbrence uvupoiran genal n (ETI). G. Cemaledm me ecompa fmm wmpGance with Iii prowoivne of this C. The Cltymay.bdi rewilh Wolocal akr purvvyorl to dean. () D. (dutch: Th.IaMco p pp pv vroa, ex.,n Nom al No oMsmpm Ch.pW,. except Section "IND D. ouch entitys spadGe rcnpawibGiUes olatirq to USW Ordinanm.• pullu pbnWd b lad, ahvU by covered with mulch moledd 1. fin"aog¢IhI._a. to"" 8.14XO befi^IBona. SECTION 2: CEDA. Th. City Cvundl o! al least 3 Wches Ihrougha L In ureas WiW Oo an it m panted fmm Oak, N.tIl ba (nsklktl tldennlnm Ihp\ Ud, aMinan. la I anpt fmm lavWw under the C. Envbonmenlal Duality mules fig an owmge Nicknees 011 •h lathes. al mulch mgludd hall b¢ added from time to lane A Chock Valva moon^ a valve Iowktl antler v sprinkicf head, Oc ead, I, Art (Califoma Public Rvnoumc Cotlo §§ 21000, el seq., 'CE--) and the WC.1,Uonn an w.'aary In oder Ig maintain Wp raq.i.d depth of mulch. Ther Io.Ucn in W IMgaUan ayeinm, W hall v/akr In Uta oydem to drainage pomulPded Umr mtlu (14 Califomla Cotle .! Regulation. §§ i50DD, ai ovq„ from spdnkerhInd s When Wv cprinhier is all. thv'CEOA GuWalinaal became It enact regula0om iha( m¢ applkubk to nmv r vllerod I.ndcmpo projects eubjtd W p of "Ingin dktoGonary D. IMgalion: All now or oileratl lid soon s skm, 0 y pmp_.dafro acv u.nu pmenl ¢lull Inwrpomle the foOO.ring mquke an,. In "0 .. e. ET. EmpobanaOration. v/hlch is the Oppoaimal...-Ima or ionnoW. Th.rafo., It ren be .can vrlth .ridnly Wal Urem Is no Poslib! ity Wal thio MiMiam. Installation Ind malnlewnm: Weir doakJ , v ler loco. through vn fmm toll mtl iran¢pimilon tram Gw plants duflnB a ao`oaI tl pedCd dikne, p .lap o ton physical durgn in Wo emimnmenf, antl thand21065 , Wp ativpRon Of this aMoanw W not wn,d¢rcd a prejed nor section 21065 Of CEQA. in addition, WL^ oMoan. k vegan bgWg bken for enhvnwd 1. Irrigalbn system: shall be tlesignetl d i WVetl 10 void we prey ontl NnoR. Valves atoll ba,spamletl for indivdud hydreapnm bash which b Wv opPoxWnalWn of C. E7o: Referanw :j 0' wafer tom .xpm..etl In inches fmm f kl of Ihd-Inn cont Nat dam not hove the potential to wwe IlgniGwnl plants eR eta on ma CEQA(3 lit COroequenly, U W w(Ogoriwily on plant water needs and sun crshadg req.1mrsonl.. per year v of 4Io-7-Inchkil veal .awn grass Wt , not water dmndetl, a ,{� axe pl in Manor with CEQA Guitlelinm §§ 75305 .s .minor aikmibn In land use 2. Wpkr BWget Calasiatiow (Bodian 0.7q.030.M, above) cfU be D. ET Atljusimenl Factor. A fadOt 8-U D Gmiklbns wNch do not ro:uil In any changes in \antl One or dercJly; and 15308 vv P. taken by ownon Inig.Uon Pl.ns. aced W act vn algdanry goal, that vpp0ad fO Efv adjuaW for plant WaW' end IMgaUan etfudpnry, q 1 axon . mB-!'Nl eDan, m vouni M by C."Wral. law to vas lnl.nanw arpok.Uon of the environment 3. An vul.nuUn IOlgadon eyslem in oqulretl ontl ansar. recon tyro al the ) infiuences upon the mrounl of -to, regi needs to be appmtl to a & weethenbasN IMpagon.nUofet,irludlnpamin ah"' shoo Ws'udu v landvmPe. SECTION 3: FINDINGS. The City. Ondlngc and uvdanm in the rewM E Landscape Arca All ...c when nmv Or alien t Wmcoaping k that lin wvkr¢Rci.lit landscape ..In.n. Is.1[.act ga al aN. In wntervog proposed as a pad of. new development proposal, ff1 Q 0'11 6 5 4. Aman in. roan eight fact wide 'hill be IMgaktl vdW vppropdeluy s¢leclvd c,elpmvni that pme' the proper amount of Water mvvogo wllhnul F. Landcwpo Plan: Design plana w!th a pooling Plan, IMgaUan N stag wempoy orb ar§ownl nudew.. plan, .lid pans with supportg dpWg sheeW la Wdude npk5 and/vrsIs o.d... w� ry S. AU sprinklem shall haw matched precipitation -fee within exdt G. New Davvlopment Moore .nmv bulldog on u vn.nl nik, Bn V '.. .1-1 m the C.Ilarno D.Poencord or Water R -miss's posted Model Water EgiWnl tnndncape OMinnn. is sive and ci.WL All Urigdbn ry,twu shell hp tlmignatl M kdudl Optimum ddUlm to vn exkllnB bugling On a Bite. o bulling on a tleVeloped.ilo, or a change In Wnd use typo as fgi!¢ws: tlisthbu'Jon udformly, head to head spadrg, vnd 6atbntk6 from waikvrayn and ,new any or watch to acaa a "couMw IY Pemnll ft. Ilio) raj A. Th v oMimn. L^ appplimbla W all flaw or a8emd davebpmpni subject iv d:emlionary Pavement hl. Plant Fader, Q N QQ . 1(51 mvlee/by iha city. 6. M IM9atbn systems ahoti providecheck 'I've'of the Iver end of systems dh.11 pr If ch ck'bey IM allan Gne5W g prevent A (attar that When mufthA.d by No ETo, .0-W, Wv on. of water used byvpiv.n pante"dm. � 9 I . Untl nadinanw,lendsmpinp shall bo tlesignetl lardgaletl D. _ Up1 CW noI W tl 70%af o ancpioUan ole (Ef j Iabnnhed by Wp local Blood.. ler the C!ty al Glgndam and 7, pmssue rogubkr. mvy Do mquirctl on Uta ir' aUon ^0 vY.km us delennWad thi Wa Cly. I. PodpiWUon RaW: M.am the me d pppileaUon of wakr uI' b intlws meas par hour. Z % I1..2 U Q y aurtvundia g eom of Loc Argpba Couto ry. 0.14.050 Exoepgons. J. Sendai Lantlscape Mea(81AIM oma of the Wntlewpe tl¢dW.kd ind WIn XJ� (�1 "L til QO r C. Under the odirun., landscape areas for wmmerdel mm( use 10096 waist twee plant, w'thout tell, d tl I dminor P Willi on! minor EzcopOons b We.o lvndnwp. Water COncervalbn StendaMn ma be coley to edWb pigmy mm, iaigalvtl w3h.rydetl water, Voter Wa ion, rocydad wakr, antl dedlcaled W UCIN. play such a, parks, sports flaky LND 3 p U m ..Pti n pbvny granlvd try In Cly. CvmmunlY Dawlop:, DW.dor upon ofntlinp, bused on I.. golf mumm, and Whe. WdprovidvevpinyoB nudaw. d q D. Und¢r Wu andiron., lands, P. Ioac Por rmkanfial, mixes :ubafnnVal widonce, thvt Wa raceptons willPromck equivalent or fwwrkr eon onveW. than b powded for In Wma eontlaMn. Requests gips fa K, . Tod; A greundwvcr auda. of moved gross Win an Infgnli yy m0 i irotilulional use, and typo IhaO be tlanignN wvlW lay Wan 40°A tell''..lid exm lkns p shall be In vMUng and shall by vabmlvatl to Ire Cammunity Devuiopment -formed ofgoaferthan 30%of the Efo. r 3: f- animas narvaterWb¢ plan) malerWb. Director al the time the question to aubmiti.tl to W Cly for roviaw. Rcqueds 34F V _U E Under. We for exmplbm mus( be nemmpaniatl by tlmUmnnory evidvnw supporting Wu L Wolgr tats. Plants: Those 1 plants that am .valuated or, mean g •motlerak' 40-00:5 ETo oIa.ce, m.,WnmfC IMgaSon systems lits 2qu!mtl Oran ch.il be Uv,Igfetl . ova ovempra d p Y °^ rvnoR with a Umwm tlWh3uUo^ Ending d.quhabnt orgroakrvmlar wncarvalWm of , 9ow' ( ) (70.3096 of ETo) antl Yory bei (< 1096 01 ET.) emounW d water vg tlefined and ILletl by Wofur Us- Clan-'roatem of Ineptly y antl snkads frau haM..Pa. nod shall arnploy I t,onho, 8.14.060 Submit4sW. LoM.wpp Spades (WUCOLS) mdll.bi. at hazed IMgeUOn wntralo'vdih v re shut Off mrou and check values at Ogpeltmgnt t d. the end of each "no W held twig' in the sydpm, Pov.nMg ...Ind doling¢ tram sprinkler heads. A A G t PP can s sh.11 provide elf .[want WarroolWr fin the said,ncapd plan including batpv. l names for of Walar Rv.ur.s BUlletinn antl Reports eY� ht M IW vnd tad apecl. wnlaoeiF pa.enWOc wlwWil,nn of dlwobly arc as o'td. law, um.r high wvakrmo Pofiett 842036 y`" F. EMI, Sam, to W ,Moan. alantlerds are allowed only upon a fntllrg Ponta M WaknwLp piano; kr I'. 1 miwla0ons; noWy WdgaOon Svcroomoo, CaiY.omia 04236-0001 d j Iwrni alternative design w0 promote equivabnl or greakr wader :e Ibn. schedule; van ¢padgl mqumtc far any m.p0ons W tha'hqulrcome,• of Ws Chopkr. Areas of end, IoM: or"g io mmao OM., ace clwakt tvisa plant ofptsi6wwns may Im used it D 3 a Untlar unM ame aha. be od'.Wcf on We ontlswpo plat City's Community Development Di.ca'I appmwd by the o w G. We oMinan., Installation ^lid comp0anw Verif lion: are rcqu;.d landscapeda,ipne, th Water Budget Culculami: .fine B. The landscape plan shell be p.parod W acwMan. Nita Wa .IS ThO Medmum annual Niwon. shall be.kulakd using Ill. fomlub: Mn!letl Wvtur H. Undo, the oninva., the 'mum annual applied waler ale, Mom pm+is!on..1 the Coliform. Su.inass and Po(gwiom Codv "W" a W the pmcU. of landscape architecture (Buslamo and plate Conal Code Section Imielion malchm the CviifornW DO set of Water Rew 5541 e1¢N.), )-WWA=ftTa1106211f07 11tf03 SIA1t e furcula In iW Madet Water Eltlabnt L.MW.PC Omnanm. MAWA= hladmum Applied G I. Under Ihv O�.rw, the Identification C. Th.landcmpe pan shell WClutloo Bkl.menl of Comp6pnw'inn fore by Wakr Ali a (maximum ga0ono forihv °61 of utak' 11h. plants rmlchee WI d by Ule CaGfomia DapvNneni of Water Rewur.'s In Ns Modal W.ler apprwai the Cemmunily Devulopmenl Director wdi in Wal Wndswpv d.ign mm fans with Wp mandafO y 0 the P ry olemartc of this Chapter. Tha per yearawllabb a Joel). Eta = Reference EwPoloroP!o60I(53.1 Inchon par year for iha Ethcien. Lyndcwpo OMl.nw; comely, finny tar Use Cla:slfi=n o! laednwpv Spvdw' StakmOnt al Compliance0hall be signed by the person who Popamd the landscape City of ..an gar). 0.7 = ET Adjmlmani Fador(m Y r7 propared by the UnN.rslly v/ Califomo Co.poraWo Edarslon. plan. tla:lgnaktl by WacWlo ofi Cdifama). Qty V SECTION 4: SEVERABILITY. If any sgcusn, vuwac0on, cubdhlvbn, clause, p n v, eaten., pwhuse, or pagan OI WL anfiwnw k, far any reason, held to be InwW or un ns lon.nal by the dvckivn of any man of ..Patent r77 S� A uG- a k O C L. I U N I I N U N U I L b I. COORDINATE W1 ARCHITECT: EXTERIOR HOUSE FIXTURES, CONTROL SWITCH LOCATIONS AND LOAD-WOEREMENT OF LANDSCAPE LIGHTING. HOUSE ELECTRIC PANEL MUST BE ADEQUATE FOR HOUSE AND LANDSCAPE REOUIREMEDIS. 2. INSTALL AM LIGHTING TO CONFORM WITH AM LOCAL CODES ADD PER ASSOCIATION GUIDELINES. 3. VERIFY EXACT FIXTURES KITH OWNER PRIOR TO INSTAILLATIOD. 4 —Y FINAL FIXTURE AND CONTROL El— IOCATUPIS WITH LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 5. CONCEAL ALL WRING ADD HARDWARE B. SEE POTTING DETAIL FOR MORE INFORLIARD4,, 7. ALL LIGATING TO BE DIRECTED AMY FROM STREET AND NEIGHBORS. ADJUST LIGHTING TO AVOID GLARE OR OVER SPILL INTO NEIGHBORING PROPERTIES, pw pis vry Jd Z I ALLIANGE OUTDOOR LIGHTING 600--IW-6225 OPHco LED Down Llaqhh! lnPomalllanwoukborllghtingcom DL50 LED ALLIANCE spedn.upnshed .I �ccc MEN DOWN LIGHT IN STRUCTURE ALLIANGE OUTDOOR LIGHTING Boo -990-6225 Ottice LED Lhdarwater uaqh�! hPomaiilonccoutdoorlkjltingLom ULI00 LED ALLIANCE sp.mmumsheet ,�iil, II I, D UNDERWATER LIGHT ALLIANCE OUTDOOR LIGHTING 600-990-6225 0 M. LED 5top Llc t MP—.111—I'd—lighting— SL200 Z STEP LIGHT ALLIANCE OUTDOOR LIGHTING 600-990-6225 OPtka LED In 6rt'nmd Llkq��t InPooalllorwmoutdocrlighthgs 6Li5o LEDFdLIANCE I ,I .I I I IN GROUND WELL LIGHT ALLIANGE OUTDOOR LIGHTING 600-930-6225 Off1Gm L",51, ED 5tmpp Llaahht htoma111— outdaarlighthg— Z.F LED EYEBALL STEP LIGHT ALLIANGE OUTDOOR LIGHTING 6003750-6225 Offico LED H -I9 qg Light InFomalllanccouldoorllghtingsom HJ -100 LED ALLIANCE 5pedn.fl. shod HANGING LIGHT ALLIANCE OUTDOOR LIGHTING 600-q90-6225 OPHcm LED EullOt Lfgqhht Infomalltancooutd—IIghhngtam 6LI00 LED ALLIANCE spWfkN nshell UPLIGHT ALLIANGE OUTDOOR LIGHTING 6003i3o-6225 off,e LED Bullet Light hPamalnrnceoutdaorllghting�em BL50 LED ALLIANCE speolkMlanshml UPLIGHT IN POTS ALLIANCE OUTDOOR LIGHTING boo -q50-6225 OFfkm LED Path Lk� InFomolllancaautdoorlighth�g<am PLI00 LED ALLIANCE spedff.umshp I _....... --I PATH LIGHT ALLIANGE OUTDOOR LIGHTING 600-930.6225 oFPica LED Dawn LI t ht—Illcmamoadoorpghtingsom DLI00 LED ALLIANCE 1�f\ti iI DIRECTIONAL DOWN LIGHT t-101 m m U z m W� n up Q7' U2S N d V tea' m' tu Mr -71 Y Eat Flmt Floor Fln[5h=148 FF. -0- 4 it E MR, M..E—W-m . 0 . IIO N a "1., -011 amII I - a] 10 Maiyam Sedehi Chawla Residence Project Site April 8, 2016 Page 3 of 5 Overall, oak trees were generally in good or fair health with only occasional trees displaying signs of stress or decay (e.g., trunk cavities, broken limbs, or general lack of vigor). Several walnuts in the southern portion of the site appeared in poor health with only sparse foliage. This is likely the result of excessive shade from surrounding larger oak trees, which is either limiting the photosynthetic activity of the walnuts (walnuts in the northern portion of the site are much more robust as there is less competition from oak trees) or delaying the onset of springtime leaf production. These trees were given a health and aesthetic evaluation of "poor". Based on an examination of the proposed construction footprint, it is expected that 15 trees will need to be removed for project implementation (Exhibit 2). This consists of 3 Southern California black walnuts and 12 coast live oaks. The quantity, size, health, and aesthetic character of these trees is summarized below in Table 1. TABLE 1 TREE IMPACT SUMMARY Southern California black walnut 3 _ _ 3 1.0 1.0 Juglans californica coast live oak g 2 1 12 3.7 3.8 Quercus agrifolia Total 15 Four coast live oaks (tree numbers 103, 104, 116, and 124) are located immediately adjacent to the proposed construction limits, but are designated in Exhibit 2 to be preserved in place. Therefore, tree protection measures discussed below should be implemented for these trees. Given that oak trees are sensitive to disturbance within their root zones, any construction activity (e.g., excavation or placement of fill) that occurs under their canopies may negatively impact the health of these trees. Should this occur, follow up monitoring of their health is recommended. Additional trees are in the vicinity of construction footprint (e.g., tree numbers 109, 114, 118, 119, and 125) but appear to be sufficiently far away that they are not included in the impact total. However, the possibility remains that they could be impacted from project construction if their actual locations differ from what is shown in Exhibit 2 (see disclaimer on page 4) or if construction activity exceeds the limits that are shown. A post -construction survey of the property is recommended to accurately document the final impacts to native trees resulting from the project. Based on requirements in the Municipal Code, mitigation for project impacts on protected trees will require tree replacement at a 3:1 ratio. Therefore, a total of 45 replacement trees are required, as summarized in Table 2. Consultation with the City of Diamond Bar is recommended as soon as possible to determine an appropriate mitigation strategy which may consist of replacement tree installation and maintenance or payment of an in -lieu mitigation fee to the City to implement mitigation on behalf of the project applicant. Matyam Sedehi Chawla Residence Project Site April 8, 2016 Page 4 of 5 TAB)LJE 2 EXPECTED MITIGATION REQUIREMENT TREE PROTECTION DURING CONSTRUCTION Oak trees are known for being sensitive to the effects of adjacent construction activities. Construction t -in grade-elrarages (i,�cut artd-f 11), soil compaction, and altered drainage patterns that may negatively affect oak health. The following tree protection measures are recommended during construction. 1. The root protection zone (RPZ) shall be identified around all trees that are in the vicinity of construction activity. The RPZ extends at a minimum to the dripline (canopy edge) of all trees on the project site. Highly visible protective fencing shall be established to mark the edges of the RPZ to prevent any soil disturbance in that area. 2. A Certified Arborist should be retained to confirm that protective fencing is properly installed and to monitor any construction activities that disturb soil within the RPZ of trees to be preserved so that impacts can be minimized. 3. No construction traffic, equipment storage, material stockpiling, or maintenance activities shall be allowed within the RPZ of any tree to be retained. 4. Erosion -control measures shall be installed outside the RPZ to prevent siltation or erosion. 5. Pruning of any branches greater than three inches in diameter or removal of more than ten percent of the total canopy shall be overseen by a Certified Arborist. 6. Any trees that are to be retained on site but are damaged by construction activities (e.g., soil disturbance within the RPZ, excessive pruning) should be monitored for a period of at least two years to detect any health impacts that may require additional tree replacement. RECOMMENDATIONS 1. At the conclusion of construction activities, a post -construction site survey should be conducted to confirm the number of trees removed. 2. Consultation should be initiated with the City of Diamond Bar to identify an appropriate tree placement/mitigation strategy. DISCLAIMER Trees were mapped using a hand-held GPS device in order to locate each tree as accurately as possible. However, the dense tree canopy cover on the project site naturally limits the accuracy of such devices. Care was taken to record the most accurate location possible and tree locations were subsequently Expected Tree Required Replacement Tree Species Removals Mitigation Ratio. Requirement Southern California black walnut 3 3:1 9 Juglans californica coast live oak 12 3:1 36 Quercus agrifolia Totals 15 46 TREE PROTECTION DURING CONSTRUCTION Oak trees are known for being sensitive to the effects of adjacent construction activities. Construction t -in grade-elrarages (i,�cut artd-f 11), soil compaction, and altered drainage patterns that may negatively affect oak health. The following tree protection measures are recommended during construction. 1. The root protection zone (RPZ) shall be identified around all trees that are in the vicinity of construction activity. The RPZ extends at a minimum to the dripline (canopy edge) of all trees on the project site. Highly visible protective fencing shall be established to mark the edges of the RPZ to prevent any soil disturbance in that area. 2. A Certified Arborist should be retained to confirm that protective fencing is properly installed and to monitor any construction activities that disturb soil within the RPZ of trees to be preserved so that impacts can be minimized. 3. No construction traffic, equipment storage, material stockpiling, or maintenance activities shall be allowed within the RPZ of any tree to be retained. 4. Erosion -control measures shall be installed outside the RPZ to prevent siltation or erosion. 5. Pruning of any branches greater than three inches in diameter or removal of more than ten percent of the total canopy shall be overseen by a Certified Arborist. 6. Any trees that are to be retained on site but are damaged by construction activities (e.g., soil disturbance within the RPZ, excessive pruning) should be monitored for a period of at least two years to detect any health impacts that may require additional tree replacement. RECOMMENDATIONS 1. At the conclusion of construction activities, a post -construction site survey should be conducted to confirm the number of trees removed. 2. Consultation should be initiated with the City of Diamond Bar to identify an appropriate tree placement/mitigation strategy. DISCLAIMER Trees were mapped using a hand-held GPS device in order to locate each tree as accurately as possible. However, the dense tree canopy cover on the project site naturally limits the accuracy of such devices. Care was taken to record the most accurate location possible and tree locations were subsequently Maryam Sedehi Chawla Residence Project Site April 8, 2016 Page 5 of 5 compared to the tree locations shown on the site survey, which generally confirmed the tree locations shown on Exhibit 2. However, it is difficult to accurately show the RPZ for each tree on the exhibit. Therefore, the ultimate impact that the proposed project may have on the root zone of protected trees cannot be known until construction is complete. Additionally, tree health assessments were based on a brief ground-based visual assessment of overall condition. The trees appeared to be in reasonably good condition and the collection of soil or tissues sampled was not warranted. Please call David Hughes at (626) 351-2000 with any questions related to this report. Sincerely, BonTerra Pso_Mas Vice President, Resource Management Certified Arborist International Society of Arboriculture Certificate No. WE -7752A Enclosures: Exhibits 1 and 2 Attachment A — Summary of Collected Tree Data R:\Projects\EBTkOOD1\Tree Evaluation Report-040816.docx REFERENCES Diamond Sar, City of. 2015 (January 13, last updated). Diamond Bar, California — Code of Ordinances (Title 22, Development Code; Article III, Site Planning and General Development Standards; Chapter 22.38, Tree Preservation and Protection). Tallahassee, FL: Municode for the City. https://www.municode.com/library/ca/ diamond _bar/codes/code—of ordinances?nodeld= CICO TIT22DECO—ARTIIISIPLGEDEST. N� < ve,,reer S.heep _/ / A Fire -, Quell Summit �haparral Ele entary! I Miale E A, Paul C � 1, `11 Park -+ t* School all PY Proj ect Location n .60- ey ac Country 41 Park 1z yo Local Vicinity Tree Survey Report for the Chawla Residence Project N E 2,000 1,000 0 2,000 VV Feet (R., 5-28-2015 4/ Pantera ql Park 6t Ld CD Diamond 10 y Bar Goif 2Y ,;F"') Course (j Sycamore Canyon Park 60 4�1 <a, 0,70, Rio -Lobos Nan e 'Xi tv000 FF -AX1, ood b in "00 summit," N� < ve,,reer S.heep _/ / A Fire -, Quell Summit �haparral Ele entary! I Miale E A, Paul C � 1, `11 Park -+ t* School all PY Proj ect Location n .60- ey ac Country 41 Park 1z yo Local Vicinity Tree Survey Report for the Chawla Residence Project N E 2,000 1,000 0 2,000 VV Feet (R., 5-28-2015 ® project Boundary Trees o Southern California black walnut (Juglans californica) o coast live oak (Quercus agrifolia) o scrub oak (Quercus berberidifolia) @ Trees 103, 104, 116, 124 will be protected in place during construction Tree Locations Tree Survey Report for the Chawia Residence Project we 60 25 0 50 Feet ti J- _. 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O C O O i .`�O.. O O `� O O O Oito in N `` N N N N •Q ro U V U trot O U 0 U U V U y j m U O O or - Q) Q) N O N Z3 N � N O N O p) Lit t7) � O) z LA O) O LA 3 O C'f O Cl ZIli O C'1 a � C'J C'! a C'1 C'I � � > > U' � � � � o r N M '�t tC7 Cfl 1,* - COD CD CND CMD 0 0 CD (D M — - Y N ti — x a i o C) U tZ a) 1.4 n w(3) O I llc$� ? a � do °U u a o c U 0 U Al I 06 0 1.4 po 0 P4 �o ® U U tZ a) w(3) cis °U 3 C! cz ate► a; o 0 1.4 po 0 P4 �o ® U 9 i iy' 1 � 1 Ail 1111=11, CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 DATE: April 26, 2016 TO: Chairperson Mahlke and Members of the Planning Commission FROM: Greg Gubman, AICP, Community Development Director jur BY: Mayuko Nakajima, Associate Planner SUBJECT: Minor Modification to Development Review No. PL2015-201 for New Single -Family Residence Located at 1810 Diamond Knoll Lane On August 25, 2015, the Planning Commission approved Development Review No. PL2015-201. The approval was for the construction of 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 at 1810 Diamond Knoll Lane. On March 24, 2016, the applicant requested changes to the approved plans, consisting of the addition of 1,049 square feet of living space and 497 square feet of balcony area within the existing footprint of the residence. A breakdown of the proposed changes are provided in the following tables: Changes to Living Area Square Footage Changes to Covered Balconies Square Footage The proposed changes are further illustrated in the attached drawings. In addition to the proposed increases in floor area, the placement of windows on the west elevation and one window on the south elevation will change. However, no additional windows are --b-eing proposed. There will be no changes to the conceptual grading and landscape plans. Since the additional square footage is 'located within the approved footprint of the residence and the architectural changes are minimal, staff believes that the proposed revisions are in substantial conformance to the plans approved by the Planning Commission and would not warrant another public hearing. This informational memo is being provided to give the Commission an opportunity to comment or provide input; but most importantly, the purpose of this document is to provide full disclosure that staff is authorizing the foregoing modifications to a project that the Commission recently approved. The approved plans along with the revised plans highlighted with the changes are enclosed. Attachments: 1. Comparison of approved plans and proposed changes K CD:DR\Diamond Knoll 1810 DR PL2015-201 \Memo- 1810 Diamond Knoll 4-26-16 ell \4'1% NX, RTI x 11 a`0 I IF h MU - 67 77.-= -zSZ -Z Vt Plan SitePlan (no chal&-iges) Baste-�mlent (Inut-% char%Iges) r= u -,,u of*tv� <60 al------� ( Ivty . 1>, psi! pe•Iwxt F i rsi m Floor Plan u a PAI —11 ILLI I 10 10 1 -\ < I Fo fl- C- STAIF HALLWAY 7 �. IIVLqr P-14 0c .n py,NtrVj Se-cond and Third Floor. -Plans THIRD FLOOR -ALAN SME,, Ve'— 1* -0" Nilly FF -T -Fl 100 �TifIF 4`U .Fq -f- n' -0 - Approved Proposed TFL Wll-r J j"S- Q THIRD FLOOR PLAN SCALP: 'C -O' m FF -T -Fl 100 �TifIF 4`U .Fq -f- n' -0 - Approved Proposed TFL Wll-r J j"S- Q THIRD FLOOR PLAN SCALP: 'C -O' 1�� E d ----- ---------- , I ---C==�IF ---------------C==� II it I I it Ld II l i? L_,2 •(: s2,\II it �_ I� `����•'� W 1 V16 II / II II c It n II I I II II II it RIDGE II 4:1< _ tr. . 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N 'C CO 'S r :v '6 6n NLO 'p = O '03 00 O CJ O y cG` N D Z O M U O E M ' CO N M 'a d a O 'O oD 3 c0 'O d CS t!') d a3 to 'p 00 p M N a) M M O O `'..* N Z N Q M Q r � z I.C) N z i� .c N N o r2 CL N� 04Q NQ rQ N� NQ Nz NQ N N r C', N <1w CL d Nz Fol yfil 11591 a A • -A I NOTICE OF PUBLIC MEETING AND AFFIDAVIT OF POSTING STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR 1, Stella Marquez, declare as follows: On April 26, 2016, the Diamond Bar Planning Commission will hold a Regular Meeting at 7:00 p.m. at City, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. I am employed by the City of Diamond Bar. On April 21, 2016, 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 May 21, 2016, at Diamond Bar, California. Stella Marquez CDAntella\affi day itposting.doc