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HomeMy WebLinkAbout01/12/2016 PC AgendaPLANNING 11*'31f 0 M M I S S 10 N FILE COPli AGENDA January 12, 2016 7:00 P.M. City Hall, Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765, Vice Chairperson Commissioner Commissioner Commissioner Jen "'Fred" Mahike Frank Farago Bob Nishimura Raymond Wbife 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. Please refrain from smoking, eating or / ne Uffy OT ulamono tsar uses ieuywuu drinking in the Windmill Community Room paper and encourages you to do the same City nfDiamond Bar p|8OD'ng CODlD0'SS'OO MEETING RULES am 9-WNTE owl The meetings Oƒthe Diamond Bar Planning Commission are open tOthe public. /\ member Ofthe public may address the Commission 0Dthe subject Ofone o[more agenda items and/or other items Ofwhich are within the eUhiB(t Dl8tt8[ jurisdiction of the Diamond Bar p}8DDiOg Commission. A request to address the {|0DlDliSsion should be submitted in writing at the public hB8hDg, to the Secretary of the AS 8 general nJkS. the O000rtuDUv for public CODlDleDts will take D|@Ce at the discretion of the Chair. However, in order to facilitate the DleEt)Og. persons who are interested parties for an item may be requested tOgive their presentation 8tthe time the item is called ODthe calendar. The Chair may limit individual public input to five DliOUteS on any item; or the Chair may limit the total 8OlDUOt Of time 8UOC8ted for public testimony based on the number Ofpeople requesting to Sp8@h and the business Of the CODlDliSGiOO. Individuals are requested to conduct themselves iO8professional and businesslike manner. CVnlDlBDtG and questions are YVe|cVDle so that all points of view are considered prior to the Commission Dl8hiDQ recommendations tOthe staff and City Council. |Oaccordance with State Law (Brown Act\.all matters b]be acted oObythe Commission must be posted at least 72 hours prior to the CODl0iSSiOO meeting. In case of emergency or when g subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act OOitem that iSnot OOthe posted agenda. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamond Bar Planning Commission meetings are prepared bythe Planning Division nfthe Community Development Department. Agendas are available 72hours prior tOthe meeting 3tCity Hall and the public |ib[ary, and may be 8CCeSSed by pe[SOO8l computer 8tthe contact information below. Every meeting of the P|8DOiDg CODlDlinsiOD is recorded and duplicate recordings are @V3i|8b|e for 8 nominal charge. ADA REQUIREMENTS A cordless microphone is available for those persons with mobility impairments who cannot access the public speaking area. The service of the cordless microphone and sign |8OgU8g8 interpreter Se[ViCeS are available bygiving notice 8tleast three business days iOadvance Ofthe meeting. Please telephone (909) 839-7030 between 7:308.00. and 5:30 p.m., K8ODd8y through Thursday, and 7:30o.nn. and 4:30 p.m., Friday. HELPFUL CONTACT INFORMATION Copies of Agenda, RU|8S of the C0n0Dl|SG|OD. CUs of Meetings (808) 839-/030 Email: CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, January 12, 2016 F-Avel �►01107, il Next Resolution No. 2016-01 PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Frank Farago, Bob Nishimura, Raymond Wolfe, Vice Chairperson Jen "Fred" Mahlke I 19 Lei "I Miliffil7VITI ill Ti 1] 12 5 0 , 3. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recordina Secretary (comDletion of this form is voluntarv). There is a five-minute maximum time limit when addressing the Planning Commission. 4. APPROVAL OF AGENDA: Chairman 5. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 5.1 Minutes of Regular Meeting 6. OLD BUSINESS: None 7. NEW BUSINESS: November 24, 2015 7.1 General Plan Status Report for 2015 Recommendation: Approve and forward to City Council to Receive and File. Imisr"ma"A al,"Lqui 8.1 Conditional Use Permit No. PL2015-395 — Under the authority of Diamond Bar Municipal Code Section 22.58, the property owner and applicant are requesting a Conditional Use Permit to operate a 1,980 square -foot dance studio within a 36,398 square -foot multi -tenant shopping center. The subject property is zoned Regional Commercial (C-3) with an underlying General Plan land use designation of General Commercial (C). (Rescheduled from December 8, 2015) JANUARY 12, 2016 Project Address: 303 S. Diamond Bar Blvd., #H Diamond Bar, CA 91765 Property Owner: Phoenix Gluck LP 3191-D Airport Loop Dr. Costa Mesa, CA 92626 Applicant: Yulia Kushnirenko and Denis Podolsky 13115 Le Parc #27 Chino Hills, CA 91709 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(a) (interior alterations involving such things as interior partitions, plumbing, and electrical conveyances) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Conditional Use Permit No. PL2015-395, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8.2 Development Review No. PL2013-555 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner are requesting a Development Review to construct a new 8,328 square -foot, two-story single- family residence with an attached 2,036 square -foot garage and 1,821 square feet of patio area on a 61,600 gross square -foot (1.41 gross acres) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General plan land use designation of Rural Residential (RR). (Rescheduled from December 8, 2015) Project Address: 22586 Pacific Lane Diamond Bar, CA 91765 Property Owner/ Jerry Yeh Applicant: Horizon Pacific LLC 20888 Amar Rd., #203 Walnut, CA 91789 111 W PAGE 3 PLANNING COMMISSION AGENDA Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Conditional Use Permit No. PL2013-555, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8.3 Development Review No. PL2015-370— Under the authority of Diamond Bar Municipal Code Section 22.48, the property owners and applicant are requesting Development Review to demolish an existing single-family home and construct a new 8,573 square -foot, multi-level, single-family residence with an attached 600 square -foot, three -car garage on a 58,806 gross square -foot (1.35 gross acre) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). Project Address: 23728 Ridge Line Road Diamond Bar, CA 91765 Property Owner: Yong Hoon Na and Hye Won Na 23728 Ridge Line Road Diamond Bar, CA 91765 Applicant: Rachel Choi, Samwon Design, Inc. 2500 Wilshire Blvd., Suite 832 Los Angeles, CA 90057 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. PL2015-370, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. JANUARY 12, 2016 IN PAGE 4 PLANNING COMMISSION AGENDA 8.4 Development Review and Tree Permit No. PL2015-317 — 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 7,888 square -foot, multi -story single-family residence with an attached six -car garage and patio/balcony area on a 73,120 gross square -foot (1.67 gross acre) lot. A Tree Permit is also requested to remove five (5) protected Black Walnut trees and replace at a 3:1 ratio. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR) Project Address: 2502 Razzak Circle Diamond Bar, CA 91765 Property Owner: Wasif Siddique 11076 Venture Drive Mira Loma, CA 91762 Applicant: Robert Larivee, Award Winning Designs 14442 Crest Dr. Victorville, CA 92395 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 Development Review and Tree Permit l' of Fact, and subject to the conditions resolution. that the Planning Commission approve Jo. PL2015-317, based on the Findings of approval as listed within the draft PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9.1 Planning Commissioners Academy — March 2-4, 2016, San Ramon, CA 10. STAFF COMMENTS / INFORMATIONAL ITEMS: 10.1 Public Hearing dates for future proiects �F-Al 0 11 F -Al Zra ra Rol 1.1 11 PAGE 5 PLANNING COMMISSION AGENDA SCHEDULE OF FUTURE EVENTS: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: WINTER SNOW FEST: CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: PARKS AND RECREATION COMMISSION MEETING: li V�-111 00111:411b P4 Us Thursday, January 14, 2016 Diamond Bar City Hall, Windmill Community Room 21810 Copley Drive January 16, 2016 — 9:00 a.m. to 3:00 p.m. Pantera Park, 738 Pantera Drive Tuesday, January 19, 2016 — 6:30 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Drive Diamond Bar, CA Tuesday, January 26, 2016 Diamond Bar City Hall, Windmill Community Room 21810 Copley Drive Thursday, January 28, 2016 Diamond Bar City Hall, Windmill Community Room 21810 Copley Drive MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION NOVEMBER 24, 20'15 -E- Chair/Low called the meeting to order at 7:00 p.m. in the City Hall Windmill Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: Commissioner Nishimura led the Pledge of Allegiance. 1. ROLL CALL: Present: Commissioners Frank Farago, Bob Nishimura, Raymond Wolfe, Vice Chair Jennifer "Fred" Mahlke, Chair Ruth Low Also present: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney; Grace Lee, Senior Planner; Natalie T. Espinoza, Assistant Planner; and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: Council Member Jack Tanaka thanked the Planning Commission and staff for their work on behalf of the community. He thanked C/Farago for his four years of service as C/Tanaka's appointee. He wished everyone a Happy Thanksgiving holiday. 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 4.1 Minutes of the Regular Meeting of October 27, 2015. C/Wolfe moved, VC/Mahlke seconded, to approve the Minutes of the October 27, 2015, Meeting as presented. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: Nishimura, Wolfe, VC/Mahlke, Chair/Low None Farago None PAGE 2 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): FTI 177) F-) #1 -4i- PLANNING COMMISSION 7.1 Conditional Use Permit No. PL2015-395 - Under the authority of Diamond Bar Municipal Code (DBMC) Section 22.58, the property owner and applicant requested a Conditional Use Permit to operate a 1,980 square foot dance studio within a 36,398 square foot multi -tenant shopping center. The subject property is zoned Regional Commercial (C-3) with an underlying General Plan land use designation of General Commercial (C). PROJECT ADDRESS PROPERTY OWNER: 303 S. Diamond Bar Boulevard #H Diamond Bar, CA 91765 Phoenix Gluck LP 3191-D Airport Loop Drive Costa Mesa, CA 92626 APPLICANT: Yulia Kushnirenko and Denis Podolsky 13115 Le Parc #27 Chino Hills, CA 91709 Staff advised the Planning Commission that this matter has been rescheduled to December 8, 2015, to allow the applicant time to post the site with a public hearing notice board at least 10 days prior to the hearing date. CDD/Gubman stated that staff re -advertised and re -noticed to advise surrounding property owners of the rescheduled hearing date. 7.2 Conditional Use Permit No. PL2015-282 — Under the authority of Diamond Bar Municipal Code Section 22.58, the property owner and applicant requested a Conditional Use Permit to operate a children's indoor playground in conjunction with an existing restaurant within an existing 121,788 square foot multi -tenant shopping center. The subject property is zoned Community Commercial (C-2) with an underlying General Plan land use designation of General Commercial (C). PROJECT ADDRESS: 21050 Golden Springs Drive #107 & #108 Diamond Bar, CA 91789 R 7T NOVEMBER 24, 2015 PAGE 3 PLANNING COMMISSION PROPERTY OWNER: Lakeview Village Corporation 12879 Harbor Boulevard Garden Grove, CA 92626 APPLICANT: Tiffany Wong The Attic Restaurant 21050 Golden Springs Drive #107 & #108 Diamond Bar, CA 91789 AP/Espinoza presented staff's report and recommended Planning Commission approval of Conditional Use Permit No. PI -2015-282, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. She further noted that the applicant was not present. Chair/Low asked how staff viewed the indemnification (Resolution — Page 6, Standard Condition #1, General Requirements) working for the city and ACA/Eggart responded that the purpose of this provision is that if a third party were to challenge the Planning Comm ission/City's approval of this application in court, the applicant would be required to pay for the city having to defend that action. Chair/Low asked if there would be any liability on the City's part in approving such an entertainment space in the event a child is injured and ACA/Eggart responded no, the city would be immune from liability for approving a project. Statutes in the Government Code immunize public agencies for such things. Chair/Low asked if the parking ratio requirements were standard parking ratios and AP/Espinoza responded yes, that they are the parking ratios within the City's Development Code used for businesses. Chair/Low asked the date of the most recent revision of the parking ratio and CDD/Gubman responded "1998." There has been no update since 1998. Chair/Low asked if the ratio of one space per 300 square feet was based on the gross area of the shopping center or combination of existing restaurants and other retail. CDD/Gubman responded that it is the gross floor area for the shopping center. The general parking ratio for the gross square footage applies. This was broken out based on the presumption that this was a standalone business to provide the Most conservative parking: generation that this use would create in order to compare it to the number of spaces NOVEMBER 24, 2015 PAGE 4 PLANNING COMMISSION provided. Part of the reason for doing so is that this use is unconventional, and somewhat similar to a "Chuck E. Cheese's" for example, which was established prior to city incorporation. There is no land use code for restaurant/playgrounds and while it is intuitive that the parking demand for such use will be ancillary to the demand for the restaurant area staff wanted to take a conservative approach and used an arcade as a proxy for the playground area attempting to get at the worst-case scenario/the highest possible number of parking spaces in demand for this use at any given time. Staff did so to gain a higher level of confidence that using the underlying gross floor area ratio would hold and staff found there would be a surplus even if it went beyond the less restrictive parking requirement in the code. Chair/Low asked if the restaurant was a self-service or full sit-down restaurant and AP/Espinoza responded that it is a full service sit-down restaurant. Chair/Low asked if it would take 10-12 people to operate the restaurant. AP/Espinoza stated that the occupancy load for the dining area is 38 so it is a very small restaurant. I i C/Nishimura asked if there was an escape bar on the locked side door and AP/Espinoza responded yes, it is locked from the outside in only and can be used as an emergency only access. There is no provision for access from inside of the mall. CDD/Gubman further stated that the code likely requires panic hardware to allow emergency egress. C/Farago referred to Page 8 of the Resolution which speaks to the Occupancy Load being limited to 49 for each room and asked if the restaurant, play area and retail space each counted as a "room," which would bring the count to 150, and does the kitchen count? Also, it appears the fire department has yet to approve the occupancy load. AP/Espinoza referred to the occupancy load on the cover page of the plans which were the plans that were approved by the Building and Safety Department and Fire Department. CDD/Gubman said that the occupancy load is a calculation based on the square footage and dimensions of the room which does not necessarily correspond to the parking requirement. It is the amount of square footage per person that needs to be available for occupancy of the space. These conditions were drafted by the Building Official based on a review of the plans. The architect calculated the maximum occupancy to be 78. The language in the condition is too ambiguous for him to beableto readily interpret the difference and the NOVEMBER 24, 2015 iF T PLANNING COMMISSION Commission may want to revise the condition to state "final occupancy calculation shall be determined by the Building Official prior to final inspection." ACA/Eggart stated that regardless of what the conditions say occupancy is a Building and Fire Code issue and the Fire Marshall and Building Official at any time would have the ability to require that occupancy be limited to whatever is required under those codes despite what a set of conditions of approval might otherwise imply. C/Wolfe said he found it interesting that to access the retail area customers would have to come in through the double set of doors to the right in the restaurant space, pass all of the way through by the kitchen into the play area and then back up into the retail area because the single door to the left of the store front is locked from the outside. AP/Espinoza stated that according to the applicant the retail area has toys, etc., for the children which can be used in the play area and it is targeted toward the kids and parents that dine at the restaurant. CDD/Gubman explained that it is within the Commission's authority to continue this matter if there are questions that the applicant needs to be present to answer. Chair/Low opened the public hearing. With no one present who wished to speak on this item, Chair/Low closed the public hearing. C/Farago moved, C/Nishimura seconded, to approve Conditional Use Permit No. PL2015-282 based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution with the amendment to the condition regarding occupancy load as follows: "final occupancy calculation shall be determined by the Building Official prior to final inspection." Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: Farago, Nishimura, Wolfe, VC/Mahlke, Chair/Low None, None NOVEMBER 24,2015 •. 6 . PLANNING COMMISSION 8. PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: C/Nishimura asked why the proposed T -Mobile cell site at Sycamore Canyon Park is no longer on Planning Division project list. SP/Lee responded that after the outcome of the Maple Hill Conditional Use Permit application, the applicant withdrew the application. C/Farago wished his fellow Commissioners and staff a Happy Thanksgiving and safe holiday. VC/Mahlke hoped that everyone has a wonderful blessed holiday time with everyone they love which is most important. CANolfe echoed his colleagues' comments. Chair/Low wished everyone a Happy Thanksgiving. It is at this time that we think about those who are less fortunate and hoped it would be a great season for sharing and recognizing abundance. 9: STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects. COD/Gubman advised the Commission that staff has.items -ready to go on the December 8 agenda. However, the meeting may have to be canceled due to lack of quorum after the December 1 election returns are certified. CDD/Gubman reported that Smart and Final Extra will be taking over the Haggen space. Staff hopes to see them open by March 2016 after tenant improvements are completed. CDD/Gubman stated that due to vandalism, weeds and debris and unlawful stockpiling of construction/demolition debris at the former Honda site, staff met with the property owners to discuss the matter. The outcome of the meeting was that there is a plan is to demolish the buildings on the site. Accordingly, contractors have been approached and bids have been requested. The initial step will be to fence the site to discourage further trespassing prior to demolition. This has been an ongoing issue for staff and has become a serious nuisance. NOVEMBER 24, 2015 PAGE 7 PLANNING COMMISSION 10. SCHEDULE OF FUTURE EVENTS: As listed in tonight's agenda. ADJOURNMENT: With no further business before the Planning Commission, Chair/Low adjourned the regular meeting at 7:33 p.m. The foregoing minutes are hereby approved this 8th day of December, 2015. Attest: Respectfully Submitted, Greg Gubman Community Development Director Jennifer Mahlke, Vice Chairperson AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 TEL. (909) 839.700 - FAX (909) 861-3117 •. January0 t"o January 12, 2016 Vice Chairperson Mahlke and Members of the Planning Commission - FROM: Greg Gubman, AICP, Community Development Director BY: Grace S. Lee, Senior Planner SUBJECT: General Plan Status Report for 2015 State Law requires each city to prepare and adopt a comprehensive, long-term General Plan to guide its physical development. The General Plan is a policy document comprised of goals, objectives, and strategies for implementation. The City of Diamond Bar has periodically amended the General Plan as needed since its adoption on July 25, 1995. In accordance with California Government Code I Section 65400(b), the City is required to submit an annual General Plan status report to the local legislative body (City -Council), the State Governor's Office of Planning and Research (OPR), and State Department of Housing and Community Development (HCD) on the status of the General Plan, its implementation progress, and how the City is meeting the regional housing needs for the community. The attached report lists the City's progress toward the implementation of the General Plan for the period of * January 1, 2015, to December 31, 2015, by meeting the City's share of regional housing needs pursuant to Government Code Section 65584 and by the City's effort to remove governmental constraints, which may influence the maintenance, improvement, and development of housing pursuant to State Law. Staff recommends that the Planning Commission approve the report and forward it to the City Council to receive and file. Prepared by: d—r Senior Planner Attachment: 1.,. 2015 General Plan Status Report Reviewed by: Greg Gubman, AICP Community Development Director gage z OT 2015 General Plan Status Report General Plan Status Report 2015 Period beginning January 1, 2015, and ending December 31, 2015 OVERVIEW On July 25, 1995, the City Council adopted the City of Diamond Bar's General Plan, which is a State mandated document that the City uses to plan the framework for its future physical, social and economic development. The General Plan is considered a long-term document that projects development within a community for approximately 15 to 20 years. By projecting conditions and needs into the future, the General Plan establishes a basis for evaluating current policy and providing insight on future policy. The City of Diamond Bar General Plan consists of the following six elements: 1) Land Use 4) Public Health and Safety 2) Housing 5) Circulation 3) Resource Management 6) Public Service and Facilities The following information summarizes the status of the objectives that the City has implemented for each element of the General Plan in 2015. LAND USE ELEMENT Diamond Bar is for the most part a residential community. Detached single-family dwellings represent the majority of the City's housing stock; however, multi -family housing exists along Diamond Bar Boulevard, south of Grand Avenue and along Golden Springs Drive, west of Diamond Bar Boulevard. Since the adoption of the Land Use Element, development in Diamond Bar has occurred pursuant to the goals, objectives, and policies of the General Plan. Objective 1.2 — Preserve and maintain the quality of existing residential neighborhoods while offering a variety of housing opportunities, including mixed land uses. The City issued 142 construction permits for new single-family dwellings and 38 construction permits for additional livable square -footage to residential dwellings. Additions to residential dwellings totaled 28,110 square feet within the City. This level of construction activity is an indicator of the continued desirability of Diamond Bar as a place to live, and its residents' desire to remain in their homes, neighborhoods and schools by adapting their homes to meet the needs of their families. Moreover, as individual properties are improved and upgraded, the overall quality of the neighborhoods in which they are located also improves. 0: Staff Reports-PC/GP Status Report 2015 Lennar Homes is currently in the final phases of construction for Willow Heights, a...:,,., 11 0 1) f I rhqpllin units—consisting of 120 detached homes and dedevelopmentU-r V1 -0(:t V__ g 62 townhomes—on approximately 30 acres located at the southeast corner of Brea Canyon Road and Diamond Bar Boulevard. Of the 142 construction permits for new single-family dwellings mentioned above, 140 permits were issued to Lennar Homes for 93 detached homes and 47 townhomes. Renewed contract with Graffiti Control Systems to effectively implement the City's anti -graffiti ordinance by providing graffiti removal services two days per week The City's Neighborhood Improvement Division works both proactively and in response to resident complaints to enforce the City's Municipal Code to ensure property maintenance standards remain high. In situations where code compliance is not achieved, the City has resorted to nuisance abatement proceedings and receiverships. Objective 1.3 – Designate adequate land for retail and service commercial, professional services, and 'other revenue generating uses in sufficient quantity to meet the City's needs. The City approved an addition for an automated drive-thru car wash to an existing Extra Mile convenience store building located at the existing Chevron service station at 21324 Pathfinder Road which is undergoing a structural plan check review. The new two-story, 33,850 square -foot expansion to an existing 31,050 square -foot Kaiser Permanente medical office building at the corner of Bridgegate and Copley Drive was completed on April 3, 2015. The expansion accommodates new and expanded facilities for services including OB/GYN, pediatrics, optometry, and behavioral health. Four years after the previous owner abandoned* a remodeling project, and a subsequent receivership process, the Shell Station located at 206 S. Diamond Bar Blvd., on the northeast corner of Diamond Bar Blvd. and Palomino Dr. reopened. The construction of the convenience store was completed on May 8, 2015, and the carwash was completed on May 26, 2015. ® The former Ralphs site at Diamond Bar Boulevard reopened as a Walmart Neighborhood Market on July 8, 2015. • The City approved a new 4,894 square -foot commercial building to suit a 1,800 square -foot Starbucks, a 1,665 square -foot T -Mobile retail store, and a 1,224 square - foot Jimmy John's restaurant as tenants located within the Target shopping center at 22438 Golden Springs Drive. The shell building construction started in October 2015 and the project is currently in the shear wall phase. The tenant improvements for the Starbucks has also commenced which will expedite the operation of the tenants. 2 0:\Staff Reports-PC\GP Status Report 2015.docx ® The City approved plans to modernize the former Walnut pools building exterior, reconfigure the parking lot and add landscaping to the property located at 21450 Golden Springs Drive, and is undergoing plan check review. ® The City is continuing to work with the property owner of the former Honda site to attract a hotel anchored development project. The City is currently working with an economic consultant to update a hotel feasibility/highest-and-best-use analysis. e The City is continuing to work with the property owner of the former Kmart site to repurpose an underutilized retail center that would fill gaps and reduce our sales tax leakage as well as serve Diamond Bar residents. ® The former Vons (and recently closed Haggen) supermarket will be reopened as a Smart & Final Extra by early spring 2016. ® The City has begun discussions with the Brea Canyon Road Trailer Storage property owner in an effort to spark interest in renewing previously-shelved plans to redevelop the site with a hotel as the anchor. The property may be ideally suited for a hotel and freeway service-oriented project, and further economic analysis of potential redevelopment opportunities for the site would help identify the high I est and best uses on the site for both the owner and the City. Objective 1.4 – Designate adequate land for educational, cultural, recreational, and public service activities to meet the needs of Diamond Bar residents. ® The construction of Diamond Canyon Park—a 4.3 gross-acre neighborhood public park, adjacent to Willow Heights—is underway, and estimated to be complete by summer of 2016. ® Lewis Corporation sold the South Pointe West development to Lennar Homes and the City is now working with Lennar Homes to develop Larkstone Park as part of the 99-unit South Pointe West development. ® Plans for two new trail projects—the Steep Canyon Connector Trail and the Pantera Park Trail—are now in plan check and will soon be placed up for bids to obtain a construction contractor. ® The City continues to have a joint use agreement with Pomona Unified School District to use Lorbeer Middle School for their football/soccer and track fields. Objective 2.1 – Promote land use patterns and intensities which are consistent with the Resource Management Element and Circulation Element. Strategy 2.1.2 – Ensure that new development utilizes feasible contemporary technologies to reduce energy and water consumption, generation of solid and hazardous wastes, and air and water pollutant emissions. 3 0AStaff Reports-PC\GP Status Report 2015.docx In accordance with the Site D Specific Plan, Lennar's Willow Heights project incorporates green building strategies and facilitates energy and water conservation. The Willow Heights project and the Kaiser Permanente medical office building expansion adopted and implemented Low Impact Development (LID) measures to reduce and potentially eliminate water pollutants in the storm drain system. Objective 3.1 — Create visual points of interest as a means of highlighting community identity. The Grand Avenue Beautification Project is a streetscape project that incorporates the community identity through landscape and hardscape elements at the intersections of Grand Avenue/Diamond Bar Boulevard and Grand Avenue/Longview Drive. This project incorporates a new entry monument at the easterly city limit along Grand Avenue at Longview Drive that will establish t ' he standards for all future entry monuments at the City limits. Construction is currently underway and is scheduled to be completed by December 31, 2015. The Willow Heights project referenced above will incorporate community identity through an entry feature at the corner of Brea Canyon Road and Diamond Bar Boulevard to mark the entrance to the City. The development will also be required to incorporate street improvements that are in conformance with the final adopted Grand Avenue streetscape specifications along Diamond Bar Boulevard parkway and future neighborhood park frontage and construction is underway. HOUSING ELEMENT The Housing Element identifies and makes provisions for existing and future housing needs. Several programs continue to be implemented based on the strategies within the Housing Element as follows: The City continues to implement a proactive Neighborhood Improvement/Code Enforcement program and direct eligible households to available rehabilitation assistance in order to correct code violations. The City continues to assist in the rehabilitation of existing housing stock through CDBG Home Improvement Program funds for home rehabilitation. The City continues to be a participating city in the first time homebuyer assistance program and Mortgage Credit Certificates available through Los Angeles County. RESOURCE MANAGEMENT ELEMENT Issues related to open space and conservation overlap in Diamond Bar. As a result, the City combined its Open Space Element and Conservation Element into one Resource 4 0AStaff Reports-PC\GP Status Report 2015.docx Management Element. The Resource Management Element addresses open space, visual resources, biological resources, and parks and recreation. In addition, this element establishes strategies for effectively managing local and natural resources in order to prevent waste, destruction, or neglect. Progress toward implementing strategies within the Resource Management Element has been made in the following areas: Objective 1.3 – Maintain a system of recreation facilities and open space preservation which meet the active and passive recreational needs of Diamond Bar residents of all ages. The Diamond Canyon Park, Larkstone Park and the two trail projects described under Land Use Element, Objective 1.4 are all examples of the City seeking opportunities through development agreements and grant applications to preserve, enhance, and expand our inventory of passive and active recreational open space. Lennar Homes is currently undergoing construction of Diamond Canyon Park, a new 4.3 gross -acre public park adjacent to Willow Heights. Lennar Homes will construct the park and dedicate the park to the City. Plans for two new trail projects—the Steep Canyon Connector Trail and the Pantera Park Trail—are now in plan check and will soon be placed up for bids to obtain a construction contractor. Objective 2.1 – Minimize the consumption of water through combination of water conservation and use of reclaimed water. ® The Willow Heights project referenced above incorporates water conservation landscaping, water saving features within the units, and will use reclaimed water in public landscaped'areas when it becomes available. ® The City implemented a comprehensive water reduction program that resulted in a 25% water reduction across parks and medians that comply with recent State mandated water cutback regulations. ® The turf in medians along Diamond Bar Boulevard is being removed and is being replaced with drought tolerant planting materials and mulch. Over six acres of turf is being removed. ® Irrigation for Larkstone Park is planned to utilize reclaimed water. The City is updating the Water Efficient Landscaping Ordinance to be in conformance with the new state regulations. Objective 2.5 – Minimize the environmental impacts of landfill disposal of solid wastes through an aggressive public education and information campaign designed to promote 5 0AStaff Reports-PC\GP Status Report 2015,docx a comprehensive program of source reduction, recycling, composting, and household hazardous waste reduction activities. The City continues implementation of the revised Construction and Demolition permit process to better reach the 75% solid waste diversion goal mandated under the adoption of the Solid Waste Ordinance in 2011. The new diversion goal applies to all construction and demolition projects over 1,000 square feet, including both residential and commercial sectors. Diversion is tracked on a monthly basis for both residential and commercial haulers. The City is compliant with Assembly Bill 1594, which regulates diversion credits associated with the use of Green Waste as Alternative Daily Cover beginning January 1, 2020. Alternative Daily Cover (ADC) means cover material other than earthen material placed on the surface of the active face of a municipal solid waste landfill at the end of each operating day to control vectors, fires, odors, blowing litter, and scavenging. The City's residential and commercial waste haulers had zero green waste reported as ADC. The Green Waste collected from residents and businesses is processed for composting materials and diverted from the landfills. The City continues to offer various economic incentives that encourage source reduction and recycling. Residential refuse rates are based on a pay -as -you -throw system. There are three refuse cart sizes available and cost decreases with small cart options. Residents may earn a 12% discount off the standard rate if they implement backyard composting. Residents may receive one additional cart of recycling or green waste at no additional cost. ® The City's contracted residential and commercial waste haulers continue to offer comprehensive waste collection and curbside recycling services citywide. Curbside recycling services include collection of green waste, bulky items, and Household Hazardous waste including: electronic waste, used oil, paint, household chemicals and hypodermic needles. ® The City, in conjunction with Los Angeles County Public Works, provides a Household Hazardous Waste (HHW) event in the City once a year. The HHW event takes most forms of electronic and hazardous waste including paint, batteries, and other toxic materials that are recycled and do not enter the waste stream. ® The City conducts an annual birthday party celebration that includes a Going Green section where information on recycling is provided to residents. Representatives from the City's franchise waste haulers, Southern California Edison, Southern California Gas, Walnut Valley Water District are present to provide information on recycling and conservation. ® The City conducts two annual events per year, the Eco Expo event in November of each year celebrates America Recycles Day and the Earth Day event in April. Both events include e -waste collection for household electronic waste such as televisions 6 0AStaff Reports-PC\GP Status Report 2015.docx and computer equipment, free mulch giveaway, textile recycling, paper shredding, and a dozen information booths providing the public with various environmental programs. ® The City website and public information outlets are routinely used to promote recycling and information on new laws such as AB 341 that require businesses and multi -family residential communities to meet new diversion requirements. A new component this year included the use of a monthly electronic Enviro-Link newsletter that covers a variety of environmental topics. A video production covering the topic of proper sorting techniques was prepared to promote public education in this area. ® The City partners with Ken's Ace Hardware for the collection and recycling of batteries, fluorescent tubes and light bulbs generated from residential households. This location continues to serve as a successful and convenient drop-off location for Diamond Bar residents. ® The City implemented a new recycle bin program for schools and home-based businesses. Eligible organizations receive up to 10 bins to source separate recyclable beverage containers. The program is funded through the CalRecycle Beverage Container Recycling Grant Program. ® The City added a new series of summer Smart Gardening workshops aimed at promoting sustainable gardening practices including organic composting, to divert organics from the landfill and drought tolerant plant selection to aid in water conservation efforts. PUBLIC HEALTH AND SAFETY ELEMENT The Public Health and Safety Element contains provisions that relate to the protection of life, health, and property from natural hazards and man-made hazards. It identifies areas where public and private decisions on land use need to be sensitive to hazardous conditions caused by slope instability, seismic activity, flood, fire, and wind. Objectives 1.1 and 1.2 — Minimize the potential for loss of life, physical injury, property damage from seismic ground shaking and other geologic hazards, and the public health hazards and nuisances from the effects of a 100 -year storm and associated flooding. The City continues to require site-specific geotechnical investigations and drainage studies which must be approved by the Director of Public Works/City Engineer prior to issuance of any grading permits in conjunction with the Uniform Building Code and as part of the standard conditions of approval that are applied to all new developments and redevelopment projects. The City continues to expand upon its emergency preparedness and response capabilities with frequent exercises conducted in the City's dedicated Emergency Operations Center (EOC) in City Hall. In combination with frequent resting and exercising, the dedicated EOC provides the City with added flexibility to coordinate and respond to emergencies, provide redundant communications to public safety 7 0:\Staff Reports-PC\GP Status Report 2015.docx agencies, and enable added communications to residents. City Hall also has a backup power generator to ensure critical systems are operational in the event of a prolonged emergency. The City's public safety agencies continue efforts to outreach to residents on safety, including earthquake, fire, and emergency preparedness topics. The City's public safety agencies work in coordination with the City's Public Information Division to communicate time sensitive information to residents through the City website, as well as the Neighborhood Watch Program. The City also initiated an Emergency Preparedness and Neighborhood Watch monthly newsletter that focuses on public safety and emergency preparedness related topics. The City has initiated specific public education and outreach efforts to educate residents about the anticipated winter storms and El Niho weather phenomenon that will likely occur Winter 2015 through Spring 2016. Information is being distributed through the City's website, monthly DBConnection newsletter, monthly Emergency Preparedness electronic newsletter, public presentations, and informational videos. The information, in collaboration with City and public safety preparedness efforts, are designed to increase resident awareness of the impacts of El Nifio and importance of preparedness. Objective 1.3 — Require that properties in and adjacent to wildland areas are reasonably protected from wildland fire hazards without degrading the viability of natural ecosystems, providing a balance between removal of flammable vegetation, introduction of fire resistant vegetation, and preservation of natural vegetation. Each May, the Los Angeles County Fire Department canvasses neighborhoods near the Urban-Wildland Interface advising them of creating defensible space within 100 feet of their home by clearing fire hazards and dead vegetation. The City's Public Information Division implements a comprehensive public education and outreach campaign to inform residents how to best protect their homes, along with native wildlife and vegetation. The Los Angeles County Fire Department maintains a helicopter landing site (helipad) located adjacent to the Eastgate Drive Reservoir on a hilltop in the vicinity of Pantera Park. This helipad consists of two square concrete helicopter landing pads. It was first built in 2006 and upgraded in 2013, and has since been maintained on an annual basis. The helipad plays an important role in local and regional wild land fire detection and suppression operations by providing a safe landing site for aircraft to refuel and have their water tanks refilled. CIRCULATION ELEMENT The Circulation Element defines the transportation needs of the City and presents a comprehensive transportation plan to accommodate those needs. The focus of this element is the identification and evaluation of local circulation needs, balancing those needs with regional demands and mandates. 8 0:\Staff Reports-PC\GP Status Report 2015.docx Objective 1.1 — Participate in local and regional transportation related planning and decision-making. The City continues its collaboration with, the City of Industry in the implementation of the 57/60 Confluence Project. This is a $256 million multi -phase improvement project to the existing 57/60 interchange. o Phase One of the project is the construction of a $12 million westbound on-ramp from Grand Avenue. This project has been awarded for construction and the groundbreaking occurred in November 2015. Full construction will begin in January 2016. o Phase Two is the construction of a $20 million westbound SR -60 off -ramp and an auxiliary lane to Grand Avenue. The project has been awarded a $10 million TIGER grant (In September 2014) and a $9.4 million MTA grant with local match funding (expected construction to begin in June 2016). o Phase Three is the construction of $14 million street widening improvements in the vicinity of Grand Ave./Golden Springs Dr. intersection. It is fully funded as well, with a $6.8 million grant from MTA and local match funding. The design for this project is underway with an expected completion date by late Spring 2017 (expected construction to begin in September 2016). o Phase Four is the freeway mainline improvements and by-pass connectors and is estimated at $210 million. Working with Caltrans HQ, the SR 57/60 Confluence Project was include in the Projects of National and Regional Significance (PNRS) Program as required by MAP -21. In July 2014, the Federal Highway Administration confirmed that this project is in the PNRS. Furthermore, staff has secured recognition of sections of the SR -57 and SR -60 and the 57/60 Confluence Area as a component of the state and national freight networks in an effort to secure $210 million in future funding for Phase Four of this project. The Draft Environmental Impact Report for Phases Three and Four is currently being circulated for public review. The EIR for Phase One and Two has already been completed. The City continues to annually implement the guidelines * of the Los Angeles County Congestion Management Program, which is required to maintain eligibility for regional transportation funding opportunities. The City has been active in monitoring the Multi -County Goods Movement Action Plan to ensure the City is not negatively impacted by the strategy and implementation plan for the Southern California goods movement transportation system. The City has been very proactive in addressing the Southern California Association of Governments (SCAG) efforts to incorporate an East/West Truck Corridor between Interstate 710 and Interstate 15 into the Goods Movement Element of the 2012 Regional Transportation Plan (RTP). The City has collaborated with affected 9 0:\Staff Reports-PC\GP Status Report 2015.docx stakeholder agencies to voice concerns regarding the premature nature of declaring the San Jose Creek Flood Control Channel as the preferred solution for goods movement. The current San Jose Creek Flood Control Channel proposal has not been sufficiently studied and lacks critical analysis to ensure adjacent communities will not be negatively impacted. The 2012 RTP was adopted in April 2012, but the City went off record regarding the need to expand the study scope to include other east -west corridors along the 10, 210, and 91 freeways. The City is advocating for transportation solutions that are equitable in their distribution of goods movement related traffic. The Lemon Avenue interchange project is expected to result in the closure of the SR - 60 Brea Canyon Road eastbound access ramps and create on-ramp and off -ramps at Lemon Avenue. The benefit of the Lemon Avenue project will effectively reduce truck traffic on Golden Springs Drive because access to the City of Industry can be provided without traversing arterial roadways in Diamond Bar. The final design is anticipated to be completed by January 2016. The Freeway Agreement was executed in December 2010 and a Right -of -Way Cooperative Agreement was signed in September 2011. The right-of-way phase is currently underway with the State taking the lead on the necessary acquisition of land for the interchange improvements. The right-of-way certification was issued in October 2015. The Advertise, Award and Administer (AAA) Agreement was approved by Council in September 2014. Construction is expected to begin in Summer 2016 with a completion by December 2017. Objective- 1.2 — Balance the need for optimum traffic flow on City Arterials within economic realities, environmental, and aesthetic considerations. Closed Circuit Television (CCTV) cameras have been installed at key arterial intersections (16 locations) to provide real time feedback for use in managing the signal system. Currently, the City has a total of 19 arterial intersections equipped with battery back-up systems to ensure temporary signal operations continue during power outages. An additional 15 locations were completed this year for a total of 31 signalized intersections with battery back-up systems. The City began construction on the enhancement of the streetscape at the Grand Avenue/Diamond Bar Blvd. intersection and Grand Avenue/Longview Drive intersection using SAFETEA-LU and STPL funds. This Grand Avenue Beautification Project provides an opportunity to create street design standards for all future development to follow. Construction will be completed by December 31, 2015. As part of the 2013 Call for Projects, a Metro's competitive grant program, the City submitted an application and was awarded $1.4 million for the development and implementation of an adaptive traffic control system. Scheduled to start in the third quarter of FY 2015-2016, this system can adjust signal timing to optimize traffic flow based on real-time traffic conditions. 10 0:\Staff Reports-PC\GP Status Report 2015.docx As part of the City's Traffic Signal Maintenance and Operations Master Plan, a three- phase plan was developed to upgrade the entire traffic signal infrastructure system to current standards. The first phase of design will be completed in December 2015 with construction of the improvements and upgrades to be completed before June 30, 2016. Objective 1.3 — Maintain the integrity of residential neighborhoods. Discourage through traffic. In residential neighborhoods, the Neighborhood Traffic Management Program (NTMP) continues to be an effective tool in providing a procedure to implement traffic calming devices in neighborhoods that experience speeding and cut -through traffic. This year, staff is working closely with a neighborhood along Armitos Place to implement traffic calming measures along the residential roadways. Neighborhoods have also benefited from a residential parking district that preserves residential street parking through a permit system in the areas around Diamond Bar High School. Objective 2.1 — Maximize the use of alternative transportation modes within and through the City to decrease reliance on single -passenger automobiles. . The City continues to sell monthly Metro bus and rail passes in addition to Foothill Transit Zone passes. These programs are subsidized by Proposition "A" funds and provide a benefit to Diamond Bar residents because of the subsidized rates. The City's Dial -A -Ride program provides discounted supplemental transportation services to residents over 60 years of age and disabled adults 18 years and older. The program is subsidized through the City's allocation of Proposition C funds and provides supplemental transportation options to residents for medical and other related service needs. The City website continues to provide alternative transportation information to residents, including website links to Metro, Foothill Transit, Metrolink and Amtrak rail, and Ridematching information. Objective 3.1 — Improve the safety and efficiency of existing transportation facilities. The Capital Improvement Program for 2014-2015 lists specific projects that were approved, and the General Plan Conformity Report annually identifies projects completed in conformance with the General Plan. The following capital improvement projects including traffic signal modifications and street improvements were accomplished in 2014- 2015: a The City completed Residential Area 3 Road Maintenance Project. The Comprehensive Drainage Study was completed this year which identified eleven (11) locations throughout the City known to have drainage issues that had the potential 0AStaff Reports-PC\GP Status Report 2015.docx to adversely affect the public right-of-way for both vehicular and pedestrian traffic. This study prioritized each location and identified corresponding budgets to aid in the development of the annual CIP budget to address each location accordingly. The Grand Avenue Beautification Project at the intersections of Diamond Bar Boulevard and Longview Drive is scheduled to be complete by December 31, 2015. PUBLIC SERVICE AND FACILITIES ELEMENT The Public Service and Facilities Element deals with the long-term provision of municipal services and facilities, and what types of facilities are needed to support those services. This element focuses on identifying City facilities and services needed to sustain the community's quality of life; long-range planning to fund City services and buildings; and coordinating and cooperating with various local agencies to provide those services not provided by the City. Objective 1.1: Maintain adequate infrastructure facilities and public services to support development and planned growth. The City continues to require new development to pay development fees - for infrastructure facilities and/or provide the necessary infrastructure to support the new development. In addition, all new subdivisions are required to connect to the public sewage system. The Willow Heights project referenced above will be required to pay appropriate fair - share contributions toward the improvement of area wide street improvements and the following traffic improvements will be implemented, which will be completed prior to the issuance of project certificates of occupancy: o Cherrydale Drive at Diamond Bar Boulevard: Provide an option' left/through lane and a separate right -turn lane on the northbound approach; restripe southbound approach to provide an option left/through/right-turn lane on Cherrydale. Widen eastbound approach to provide a separate right -turn lane. Modify median and restripe Diamond Bar Boulevard to provide dual westbound left -turn lanes. Install traffic signal. o Brea Canyon Road at Diamond Bar Boulevard: Widen northbound approach on Brea Canyon Road to provide a second right -turn lane. Restripe eastbound approach and departure on Diamond Bar Blvd. to a third through lane. Restripe westbound approach on Diamond Bar Blvd. to provide a second left turn lane. Modify the existing traffic signal and associated equipment. The Kaiser Permanente medical office building expansion paid their fair share contributions toward the improvement of area wide street improvements. 12 0:\Staff Reports-PC\GP Status Report 2015.docx The City Council adopted a new special revenue fund in the FY 2014-15 budget to fund the comprehensive update of the City's General Plan. In the two decades following its initial adoption of the City's General Plan, nearly all of the General Plan's goals and objectives have been implemented. The City ,will be revisiting the guiding vision and policies expressed in Diamond Bar's General Plan and embark on a comprehensive General Plan Update program commencing 2016. This program would enable the City to proactively and opportunistically guide the City through another 20 -year cycle of growth and change. This project will take 24-36 months to complete. An initial allocation of $500,000—from the proceeds from the sale of Site D—was transferred into the fund to start the effort. CONCLUSION The General Plan continues to direct all land use decisions and remains an effective guide for future development. The City continues to pursue economic development to increase City revenue, address traffic related issues, and preserve open space and continues to create a community environment that nurtures social, cultural, religious, educational and recreational opportunities for its citizens. 13 0AStaff Reports-PC\GP Status Report 2015.docx FTITCIAXC��* M CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 MEETING DATE: January 12, 2016 CASE/FILE NUMBER: Conditional Use Permit No. PL 2015-395 GENERAL PLAN DESIGNATION: General Commercial (C) ZONING DISTRICT: Regional Commercial (C-3) PROJECT LOCATION: 303 S. Diamond Bar Blvd., #H Diamond Bar, CA 91765 (APN 8717-008-029) PROPERTY OWNER: Phoenix Gluck LP 3191 D Airport Loop Dr. Costa Mesa, CA 92626 APPLICANT: Yulia Kushnirenko and Denis Podolskiy 13115 Le Parc 27 Chino Hills, CA 91709 The applicant is requesting approval of a Conditional Use Permit (CUP) to operate a 1,980 square -foot dance studio within a 36,398 square -foot multi -tenant shopping center. A Conditional Use Permit is required for dance schools/studios in the C-3 zone. The existing unit is currently vacant. RECOMMENDATION: Adopt the attached Resolution (Attachment 1) approving Conditional Use Permit No. PL2015-395, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.58, subject to conditions. 1�. 9�,' 0 � The application was originally scheduled to be heard on the November 24, 2015, Planning Commission agenda. However, the applicant did not post the site with a public hearing notice board at least 10 days prior to the hearing date as required. The matter was rescheduled for the December 8, 2015, meeting to allow additional time for all of the public hearing notification requirements to be met. The matter was rescheduled to the January 12, 2016, meeting due to a lack of quorum. On December 21, 2015, public hearing notifications were mailed to residents within a 700 -foot radius of the subject property regarding the rescheduled meeting date. Additionally, the public hearing notice board was updated with the revised notice. The applicants propose to establish a dance studio (dba "Diamon Dance") within Diamond Bar Plaza, located on Diamond Bar Boulevard between Golden Springs Drive and Gentle Springs Lane. The center consists of approximately 36,398 square feet and includes tenants consisting of retail, restaurants, a dry cleaner, and personal services. The existing 'Shopping center is currently divided into 14 units. The center provides 211 parking spaces. The proposed dance studio lease space was previously occupied by a real estate office and is currently vacant. The adjacent, vacant Kmart building and associated parking spaces are not part of the subject property, and are excluded from the above building and parking numbers. Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Conditional Use Permit No. PL 2015-395 Page 2 of 9 Site Aerial Project Site Project Description DiamonDance is a new dance school that will offer classes in ballroom dancing, yoga, zumba, pilates and ballet. The applicants are professional ballroom dancers that have competed internationally. They currently teach dance classes in Rowland Heights and Conditional Use Permit No. PL 2015-395 Page 3 of 9 Newport Beach at existing dance schools. They would like to open their own dance studio in Diamond Bar since it is in close proximity to their home in Chino Hills. The proposed tenant space is comprised of a reception area at the front of the unit, a dance floor, two bathrooms, and an office. Group and private classes will be offered Monday through Saturday, 9:00 am to 8:15 pm; and Sundays from 10:00 am to 5:45 pm. Each class session is 45 minutes in duration with 15 minute breaks between each class. Group classes will have a maximum of 20 students and private lessons are provided for couples. Each class will have a maximum of two instructors. There will only be one class session at a time. Therefore, there will be a maximum number of 22 persons at any one time. DiamonDance is primarily geared toward an adult clientele; however, some afternoon classes will be designated for age groups between 8 and 18. Children would be accompanied by parents or other adults responsible for their care as they are dropped off and picked up, and will be required to wait inside of the business until they are picked up by an adult. 9:00 am — 9:45 am — Rumba 9:00 am — 9:45 am — Line Dance (Group Class) (Group Class) 10:00 am —10:45 am — Samba (Maximum 20 Students and 2 Instructors) (Maximum 20 Students and 2 Instructors) (Group Class) (Maximum 20 Students and 2 10:00 am —10:45 am — Cha -Cha 10:00 am —10:45 am — Rumba Instructors) (Group Class) (Group Class) (Maximum 20 Students and 2 Instructors) (Maximum 20 Students and 2 Instructors) 12:00 pm — 5:45 pm — Private Lessons 12:00 pm — 5:45 pm — Private Lessons (45 Minute Classes with 15 minute Breaks (45 Minute Classes with 15 minute Breaks 11:00 am —11:45 am — Foxtrot in between Classes) in between Classes) (Group Class) (Maximum 2 Students and 2 Instructors) (Maximum 2 Students and 2 Instructors) (Maximum 20 Students and 2 Instructors) 6:30 pm — 7:15 pm — Waltz 6:30 pm — 7:15 pm — Tango (Group Class) (Group Class) (Maximum 20 Students and 2 Instructors) (Maximum 20 Students and 2 Instructors) 12:00 pm — 5:45 pm —Private Lessons (45 Minute Classes with 15 minute 7:30 pm — 8:15 pm —Salsa 7:30 pm — 8:15 pm —Cha -Cha Breaks in between Classes) (Group Class) (Group Class) (Maximum 2 Students and 2 (Maximum 20 Students and 2 Instructors) (Maximum 20 Students and 2 Instructors) Instructors) *Dance categories are subject to change over time. Conditional Use Permit No. PL 2015-395 Page 4 of 9 Proposed Floor Plan Review Authority QBIVIC Section 22.58) A CUP is required for uses whose effect on the surrounding area cannot be determined before being analyzed for suitability at a particular location. When reviewing a CUP, consideration is given to the location, design, configuration, operational characteristics and potential impacts to determine whether or not the proposed use will pose a detriment to the public health, safety or welfare. If it can be found that the proposed use is likely to be compatible with its surroundings, the Commission may approve the proposed use subject to conditions stipulating the manner in which the use must be conducted. If the Commission finds that the proposed use is likely to be detrimental to the general peace, health or general welfare, then it must deny the request. When a CUP is approved, it runs with the land and all conditions placed on the CUP are binding on all successors in interest. In other words, if the owner of the proposed dance studio were to close the business, a new tenant could locate in the space and operate the same type of business. The new tenant would be required to comply with the same conditions as the previous tenant and would not be permitted to expand the dance studio without full review and approval by the Planning Commission. Conditional Use Permit No. PL 2015-395 Page 5 of 9 661-2* NEW COUNTER DEMISE LINE, TYPICAL CE) WOR' _ rn CARF ET OFFICE CARPET NEW WALL DANCE FLOOR ETRY '�NEW 6 WOOD PLANK CANRPET CHARPALL REMOVE NON-BEARING WALL \,A Pa liE E XR 12 Proposed Floor Plan Review Authority QBIVIC Section 22.58) A CUP is required for uses whose effect on the surrounding area cannot be determined before being analyzed for suitability at a particular location. When reviewing a CUP, consideration is given to the location, design, configuration, operational characteristics and potential impacts to determine whether or not the proposed use will pose a detriment to the public health, safety or welfare. If it can be found that the proposed use is likely to be compatible with its surroundings, the Commission may approve the proposed use subject to conditions stipulating the manner in which the use must be conducted. If the Commission finds that the proposed use is likely to be detrimental to the general peace, health or general welfare, then it must deny the request. When a CUP is approved, it runs with the land and all conditions placed on the CUP are binding on all successors in interest. In other words, if the owner of the proposed dance studio were to close the business, a new tenant could locate in the space and operate the same type of business. The new tenant would be required to comply with the same conditions as the previous tenant and would not be permitted to expand the dance studio without full review and approval by the Planning Commission. Conditional Use Permit No. PL 2015-395 Page 5 of 9 The required number of parking spaces for dance studios is one space per 150 square feet of gross floor area and shopping centers between 20,000 and 50,000 square feet in size are required to provide one parking space for every 250 square feet of gross floor area. The parking requirements for businesses approved under a CUP (e.g., schools, tutoring, health/fitness studios, etc.,) are calculated separately. Diamond Bar Plaza provides 211 off-street parking spaces. The existing gross floor area of the shopping center, excluding the existing crossfit fitness facility and the proposed dance studio, is 31,418 square feet, therefore, requires 126 parking spaces. The existing crossfit fitness facility requires 20 parking spaces based on the Development Code requirements. The proposed dance studio requires a minimum of 15 parking spaces per the Development Code. There are 211 spaces provided on-site, and will thus exceed the requirement by providing a technical surplus of 50 spaces. City's Development Code Parking Requirement When reviewing parking impacts on commercial centers, the various uses and peak business hours for those uses are taken into consideration. Diamond Bar Plaza has uses ranging from. restaurants, dry cleaners, fitness center, and other retail and personal service uses. The varying uses result in a range of peak business hours and parking demands. The peak parking demand typically occurs on weekdays from 9:00 a.m. to 6:00 p.m. The proposed dance school will have classes throughout the day, on weekdays and weekends. In addition, by breaking up the start times of each class into 15 minute intervals, the overlap of students driving to classes and leaving from classes at the same time is avoided. Assuming that each instructor and student arrives in a separate vehicle, the proposed use could potentially generate a demand for 22 parking spaces to accommodate the two instructors and the arrival of 20 students at the start of each class. Because class times are spaced between 15 -minute gaps, the overlap between trips is not anticipated. However, under a worst-case scenario, the proposed use could conceivably generate a peak demand of 42 parking spaces during the brief period of transition between outgoing and incoming students. Conditional Use Permit No. PL 2015-395 Page 6 of 9 Assuming the existing crossfit fitness facility could generate a peak demand of 28 parking spaces, and all other businesses are experiencing peak operations (a highly unlikely scenario) the shopping center's peak parking demand could reach 196 spaces. Since 211 parking spaces are available, there would still be a surplus of 15 spaces under this scenario. Considering the likelihood that some of the students will rideshare, and taking into account the proposed 15 -minute gaps between classes, staff does not foresee any parking issues resulting from the proposed use. The existing parking supply is adequate and can accommodate the proposed dance school, together with the center's other tenants and patrons. Worst -Case Parking Demand The existing business is located within an existing shopping center, surrounded by commercial shopping centers to the north, south and east, and medium -density residential condominiums to the west. The building separations and physical barriers between the shopping center and the homes render the likelihood of any land use conflicts between the two uses to be highly remote. The shopping center has a diversity of uses including a dry cleaner, fitness center, restaurants, and other retail and personal service uses. Given the proposed hours of operation, the availability of parking, and types of adjoining uses, it is reasonable to conclude that the dance studio will be compatible with the other uses in the center, as well as other commercial uses in the vicinity. Conditional Use Permit No. PL 2015-395 Page 7 of 9 Perspective View of Shopping Center The Public Works Department and Building and Safety Division reviewed this project and included their comments in the attached resolution as conditions of approval. I , On November 12, 2015, public hearing notices were mailed to property owners within a 700 -foot radius of the project site. On November 13, 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. The project was re -noticed on November 27, 2015. to allow the applicant time to post the site with a public hearing notice board at least 10 days prior to the hearing date. On December 21, 2015, notices were mailed to property owners to notify the rescheduled meeting date due to a lack of quorum. In addition, the public hearing notice board was updated with the revised notice. Public Comments Received No comments have been received as of the publication date of this report. Uond! I tional Use Permit No. PL 2015-395 Page 8 of 9 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(a) (interior alterations involving partitions and electrical conveyances) of the CEQA Guidelines. No further environmental review is required. Prepared by: Attachments: Reviewed by: Senior Planner 1. Draft Resolution No. 2016 -XX and Conditions of Approval 2. Site Plan and Floor Plan uonaitional Use Permit No. PL 2015-395 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. PL2015-395, TO OPERATE A 1,980 SQUARE -FOOT DANCE STUDIO WITHIN A 36,398 SQUARE -FOOT MULTI -TENANT SHOPPING CENTER LOCATED AT 303 SOUTH DIAMOND BAR BOULEVARD, #H, DIAMOND BAR, CA (APN 8717-008-029). A. RECITALS 1 Property owner, Phoenix Gluck LP, and applicants, Yulia Kushnirenko and Denis Podolskiy, have filed an application for Conditional Use Permit No. PL 2015-395 to operate a 1,980 square -foot dance school located within an existing shopping center. The project site is more specifically described as 303 S. Diamond Bar Blvd., #H, Diamond Bar, Los Angeles County, California. Hereinafter in this resolution, the subject Conditional Use Permit shall collectively be referred to as the "Project" or "Proposed Use." 2. The subject property is comprised of two parcels measuring approximately 4.61 gross acres. It is located in the Regional Commercial (C-3) zone with a General Plan land use designation of General Commercial. 3. The legal description of the subject property is described as Assessor's Parcel Number is 8717-008-029. 4. On November 13, 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 November 12, 2015, public hearing notices were mailed to property owners within a 700 -foot radius of the Project site and posted at the City's designated community posting sites. 5. On November 24, 2015, the Planning Commission continued this matter to December 8, 2015, to allow the applicant time to post the site with a public hearing notice board at least 10 days prior to the hearing date. 6. On November 27, 2015, a revised public hearing notice was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. On November 25, 2015, public hearing notices were mailed to property owners within a 700 -foot radius of the Project site. In addition to the published and mailed notices, the project site was posted with a display board and the notice was posted at the City's designated community posting sites. On December 21, 2015, notices were mailed to property owners to notify the rescheduled meeting date. Additionally, the public hearing notice board was updated with the revised notice. 7. On January 12, 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. 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(a) (interior alterations involving partitions and electrical conveyances) 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 22.58, this Planning Commission hereby finds and approves as follows: Conditional Use Permit Review Findings (DBMC Section 22.58) 1 The Proposed Use is allowed within the subject zoning district with the approval of a conditional use permit and complies with all other applicable provisions of this Development Code and the Municipal Code. Pursuant to DBMC Section 22.10.030, Table 2-6, a dance school is permitted in the C-.3 zoning district with approvalofa conditional use permit. Through compliance with the conditions of approval stipulating the manner in which the use must be conducted, the proposed use will be compatible with neighboring uses in the shopping center and surrounding neighborhood. 2. The Proposed Use is consistent with the general plan and any applicable specific plan. The Proposed Use is consistent with General Plan Strategy 1.3.3: ("Encourage neighborhood serving retail and service commercial uses') in 2 CUP PL2015-395 that the proposed dance school meets Strategy 1. 3.3 because the proposed dance school provides services to Diamond Bar residents. The Project site is not subject to the provisions of any specific plan. 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 Proposed Use is located within a multi -tenant shopping center occupied by retail stores, a fitness center, restaurants, a dry cleaner, and personal service uses. The existing gross floor area of the shopping center requires 126 parking spaces, the existing fitness center requires 20 parking spaces, and the proposed dance studio requires 15 parking spaces based on Development Code requirements. There are 211 off-street parking spaces located at the existing project site, which will thus exceed the requirement by providing a technical surplus of 50 parking spaces. The varying uses result in a range of peak business hours and parking demands. Assuming that each instructor and student arrives in a separate vehicle, the proposed use could potentially generate a demand for 22 parking spaces. In addition, class times are spaced between 15 -minute gaps to limit the demand for parking spaces during the dance school's operating hours. Under a worst- case scenario, the existing fitness facility could generate a peak demand of 28 parking spaces and the proposed dance studio could potentially generate a peak demand of 42 parking spaces during the brief period of transition between outgoing and incoming students. Assuming all other businesses are experiencing peak operations, the shopping centers peak parking demand could reach 196 spaces. Since 211 parking spaces are available, there would still be a surplus of 15 spaces under this scenario. As such, the operational characteristics and parking demands anticipated to be associated with the Proposed Use are compatible with the existing uses within the center. Through compliance with the conditions of approval stipulating the manner in which the use must be conducted, the Proposed Use will be compatible with the other uses within the shopping center. 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 Project site is located within an existing shopping center that currently has similar uses, such as a crossfit fitness center. The Proposed Use is physically suitable with the subject site because it will be located in an existing building and no additional square footage is being proposed. In addition, the proposed use is intended to operate within an 3 CUP PL2015-395 existing shopping center and will be using existing access and parking in the center. 5. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located. Prior to the issuance of any city permits, the Project is required to comply with all conditions of approval within the attached resolution, and the Building and Safety Division. 6. The proposed Project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed use is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301(a) (Interior alterations involving partitions and electrical conveyances) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves Conditional Use Permit No. PL2015-395 subject to the following conditions: 1 This approval is for the establishment and continued operation of a dance school as described in the application on file with the Planning Division, the Planning Commission staff report for Conditional Use Permit No. PL2015 395 dated December 8, 2015, and the Planning Commission minutes pertaining thereto, hereafter referred to as the "Use." 2. The Use shall substantially conform to the approved plans as submitted and approved by the Planning Commission and on file with the Community Development Department. 3. This Conditional Use Permit shall be valid only for 303 S. Diamond Bar Blvd., #H, as depicted on the approved plans on file with the Planning Division. If the proposed use moves to a different location or expands into additional tenant spaces, the approved Conditional Use Permit shall terminate and a new. Conditional Use Permit, subject to Planning Commission and/or City Council approval shall be required for the new location. If the Use ceases to operate, the approved Conditional Use Permit shall expire without further action by the City. 4 CUP PL2015-395 4. If, at any time, the City finds that the Use is the cause of a parking deficiency or other land use impact, the Community Development Director may refer the matter back to the Planning Commission to consider amending this Conditional Use Permit to address such impacts. 5. No changes to the approved scope of services comprising the use shall be permitted unless the applicant first applies for an amendment to this Conditional Use Permit, pays all application processing fees and receives approval from the Planning Commission and/or City Council. 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, Phoenix Gluck LP, 3191D Airport Loop Dr., Costa Mesa, CA 92626; and applicants, Yulia Kushnirenko and Denis Podolskiy, 13115 Le Parc 27, Chino Hills, CA 91709. APPROVED AND ADOPTED THIS 12th DAY OF JANUARY, 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. in Jennifer Mahlke, Vice 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 12th day of January, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 CUP PL2015-395 PROJECT #: Conditional Use Permit No. PL2015-395 SUBJECT: To operate a 1,980 square -foot dance studio within a 36,398 square -foot multi -tenant shopping center. PROPERTY Phoenix Gluck LP, 31.91D Airport Loop Dr., Costa Mesa, CA OWNER(S): 92626 APPLICANTS: Yulia Kushnirenko and Denis Podolskiy, 13115 Le Parc 27, Chino Hills, CA 91709 LOCATION: 303 S. Diamond Bar Blvd., #H, Diamond Bar, CA 9176151 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 Conditional Use Permit No. PL 2015-395 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. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant 6 CUP PL2015-395 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 Conditional Use Permit No. PL 2015-395 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. The business owners and all designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License, and zoning approval for those businesses located in Diamond Bar. 4. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 5. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 6. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 7. To ensure compliance with all conditions of approval and applicable codes, the Conditional Use Permit shall be subject to periodic review. If non-compliance with conditions of approval occurs, the Planning Commission may review the Conditional Use Permit. The Commission may revoke or modify the Conditional Use Permit. 8. Property owner/applicant shall remove the public hearing notice board within three (3) days of this project's approval. 9. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B., FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, and Public Works Department) at the established rates, prior to issuance of building permits, as required by the City. School fees as required shall be paid prior to the issuance 7 CUP PL2015-395 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 Conditional Use Permit No. PL2015-395 shall expire within one (1) year from the date of approval if the use has not been exercised as defined per DBMC 22.66.050 (b)(1). The applicant may request in writing a one year time extension subject to DBMC Section 22.60.050(c) for Planning Commission approval. 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. 3. The occupant load shall be determined by the Building Official prior to occupancy, and shall be conspicuously posted within the premises and as directed by the Building Official. III I 1,I IIII III 1 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). 2. "Separate permit shall be required for all wall signs" and shall be noted on plans. 3. Number of plumbing fixtures shall be in compliance with CPC T-422.1. 8 CUP PL2015-395 4. Upgrades for ADA accessible features shall be provided retroactively for the site and area of remodel access. :4 Ji I I M 19:1 LTI 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. South Coast Air Quality Management District notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 3. 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. 4. Fire Department approval is required for any relocation of fire sprinklers (if applicable). D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION: 1. 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. 2. 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. 3. 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. 4. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 9 CUP PL2015-395 5. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 6. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 7. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 8. All plumbing fixtures including existing areas shall have low flow type fixtures installed consistent with California Civil Code Section 1101.1 to 1101.8. AMI 10 CUP PL2015-395 PARKING TABLE: Q 1. PROJECT: NEW DANCE STUDIO AT EXISTING TENWrSPACE INA PARKING REQUIRED: py U)>.0 ONE-STORY RETAIL BUILDING G BLDG SUITE AREA TENANT NAME USE RATIO SPACES LOADING 303 A 1,518 SF FANTASTIC SAM'S PERSONAL BEAUTY 1250 0.07 M B 2,640SF DIAMOND DENTAL CARE DENTAL OFFICE 1250 1056 91191. DWAOND McLV0' APN 8717AO 11 C 1,320 SF STAR NAILS PERSONAL BEAUTY 1250 590 O/T�SSP OF 2,6406E NEW INDIA SWEET& SPICE CONVENIENCE STORE 1250 10.68 G 1,320SF DILLIWALLA RESTAURANT 117SX770 BE PATRON AREA 1027 W LU n. 2 z DILLI WALLA SERVICEAREA 1= X 650 BE SERVICE AREA 1.89 H 1.980 SF OIAMONDANCE DANCE STUDIO 11160 1920 'I' DIAMONDANCE STAFF 1 PER EIPLOYEEX 3 STAFF 3.00 Z Ir J 1,0805E DIAMOND CREST CLEANERS DRYCLEANERS 11400 X 1,480 SF AC)NRYAREA 9.70 7. ZONE: DIAMOND CREST CLEANERS 5006E STORAGE AREA IM000X500SF STORAGEAREA 0.50 2200,489S.R,4.OACRES K 7,2005E ACE HARDWARE HARDWARE STORE 17.)00 X3,600 INDOOR DISPLAY AREA 12.00 ACE HARDWARE 10,0005E OUTDOOR DISPLAY 111000 X 10,000 OUTDOOR DISPLAYAREA 10.00 ACE HARDWARE LOADING LOADING. 115000. 10,000(15' X25' STALL) i L E000SF AUTOZONE AUTOMOBILE PARTS SALE IMWX6ADOSFGFA 12.60 ® AUTO ZONE 1,500 BE PARTS DEPT. 11300 X 1,600 BE PARTS DEPT. 600 AUTOZONE 1,650 SF OUTDOOR AREA 111000 X 1,850 SF OUTDOOR AREA 185 AUTOZONE STAFF 1 PER EMPLOYEES X 2 STAFF 1.00 AUTO ZONE LOADING LOADING: I/5000-10,000(TTX26STALL) z 1 M 3000SF CROSSFITDS HEALTHIFITNESS 11160 33.33 SUBTOTA' 28,508 GSF 14045 2 315 A 3,0006E WESTHW INSURANCE OFFICE 1900 7.60 G 1,6005E HAPPYTASTE RESTAURANT 125 X082 BE PATRON AREA 12.83 0: m tr HAPPYTASTE SERVICEAREA 1300 X 541 SF SERVICE AREA 1.80 C 1,6155E U. S. ARTS EDUCATION ARTTUTORING IM50 10.71 U, S. ARTS EDUCATION STAFF i PER EMPLOYEE X2 STAFF 2.00 ® O 1,685 SF FUTURE RETAIL OR OFFICE (FUTURERETAIU 1250 6.34 N Z m SUBTOTAL' 7ADD GSF 4134 D TOTALS: 36,398 USE (COMBINED 3036315) IB/.69=182 2 TOTAL PARKING REQUIRED: 182SPACES PLUS (2) 16'X25'LOADING SPACES EXISTING PARKING SPACES PROVIDED: 211 :PA E3 EXISTING LOADING SPACE. PROVIDED: 25PACES ACCESSIBLE PARKING REQUIRED FOR 211 PARKING SPACES: 7 ACCESSIBLE SPACES, INCLUDING 1 VAN ACCESSIBLE SPACE ACCESSIBLE PARKING PROVIDED: 2 STD. ACCESSIBLE SPACES, 3 VAN ACCESSIBLE SPACES PARKING TABLE Q SITE PLAN NOTES GENERN.NOTES 1. ALL CONDITIONS SHOWN ON THE SITE PLAN ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. 2 REFERENCES: 1. PACIFICWESTASSET MANAGEMENT RENT ROLL, DATE-' 2 FIELD MEASUREMENT SYDAAON 111/74/15. Jo'• I /MC ACEHARDWAREA ARE 11 ® o 10,ODDSF I HC HC LS ourooaaolsPtAr t� 303 S. DIAMOND BAR BLVD. I I C L FENCE LS � 315 S. DIAMOND BAR BLVD. ! LS. CMU WAIL � I TENANT SPACE .� SUITE SHOWN HATCHED T%FR. LS. LS. P.L 653.67 ADJACENT COMMERCIAL PROPERTY I PROJECT DATA: Q 1. PROJECT: NEW DANCE STUDIO AT EXISTING TENWrSPACE INA py U)>.0 ONE-STORY RETAIL BUILDING G 06 2. PROJECTADDRESS: SD9 B. DIAMOND BAR BLVD., SUITE H G ❑ 6 9. LEGAL DESCRIPTION DAMONDBAR.CAO1765 TR= PARCEL MAP AS PER BK 60 PO 700F PM• THAT POR OUTSIDE CO LTG d ❑ pyt U M MAINT DIST NO IDODS OF LOT 2. Z p 4 APNUMBEiL 91191. DWAOND McLV0' APN 8717AO 11 a 9165. DIAMONO BAR BLVD: APN'071700802B O/T�SSP 5. OWNER PHOENIXGLUEKLP. C/O PACIFIC WEST ASSET MANAGEMENT CORP. ' o a �d 9101-0 AIRPORT LOOP 1❑W W W LU n. 2 z COSTAMESA,CA0282B (714) 315 3405 GOTSE9) Q W L- m �5 0- B. TENANT: DAMONDANCE 'I' I- 0K08DENt9PODOL9KY N 1YULUN 9115LEPARC2�7 CHNO HILLS, CA 01700 Z Ir F 0 7. ZONE: C34+D/HOTEL OVERLAY = Z S. SITEAREA 2200,489S.R,4.OACRES III W Q F B. PARKING. EXISTING PARKING TO REMAN, NO CHANGE. Q (L Z SEE PARKING TABLE THIS SHEET U4OP 10. EXISTING BUILDING AREA SMS.DVUIONDBARBLVD.: 2008SF `yr 5168.0UMONDBARBLVD.: 7.8005E ® 11. SUITE 'If TENANT SPACE 1,980 BE Q Q IS ID q mD z 0) U m ® g 1 I 0: m tr F �Cm Nam` ' ® O O N Z m m RO.WJ12D.00' I I I � N ggFF �Z SCALE: 1' = 30' W J Q ow o Z Y ••Ww U)>.0 CLoit Umm 06 Z Z CL �0 Woo CL e Z cn m 1w L- M U) IS X¢,11 e w 8 ❑ J 8 a 0 ❑ 9 Q U W o a �d W Q 1❑W W LU n. 2 z I� W L- m �5 0- I m 1 5 'k • 0 : A DAYTON ASSOCIATES -ARCHITECTS, INC. PROJECT NUMBER: DAA15146 LATEST REVISION DATE: 11/05/15 SCALE: 1/8" = l' -O" PROJECT NORTH Vit CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL, (909) 839-7030 - FAX (909) 861-3117 MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: ZONING DISTRICT: = an •0 0 992MMERM0 F-111SWISNIN =�� W-1 January 12, 2016 Development Review No. PL2013-555 22586 Pacific Lane Diamond Bar, CA 91765 (APN 8713 -028 -035) - Rural Residential (RR) Rural Residential (RR) Jerry Yeh Horizon Pacific LLC 20888 Amar Rd. #208 Walnut, CA 91789 The applicant is requesting approval of a Development Review application to construct a new 8,328 square -foot, two-story, single-family residence with 2,036 square feet of garage area and 1,821 square feet of patio area on a 61,600 gross square -foot (1.41 gross acres) lot. NA•�' �019 N Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2013-555, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The application was originally scheduled to be heard on the December 8, 2015, Planning Commission agenda. However, the matter was rescheduled to the January 12, 2016, meeting due to a lack of quorum. On December 21, 2015, public hearing notifications were mailed to residents within a 1,000 -foot radius of the subject property regarding the rescheduled meeting date. In addition, the public hearing notice board was updated with the revised notice. The site is located in The Diamond Bar Country Estates (The Country) on the south side of Pacific Lane, which is currently an improved street with access from an unimproved portion of Alamo Heights Drive. The project site is located on a 1.41 gross acre (61,600 square -foot) lot. On January 4, 2005, the- City Council approved a five -lot residential subdivision and related entitlements at the southerly terminus of Alamo Heights Drive. The approval comprised of the following components: A Vesting Tentative Tract Map to subdivide approximately 7.5 acres of vacant land into five parcels to facilitate the development of a single-family residence on each lot; A Zone Change from R-1-20,000 to Rural Residential (RR) in order to bring the subject property into compliance with its corresponding General Plan land use designation; A Conditional Use Permit for development in hillside areas having a slope of 10 percent or greater; A Tree Permit for the removal and replacement of Oak and Walnut trees on the subject site; and ® Certification of the EIR. On December 6, 2011, the City Council approved the final map, and the final map was recorded on December 29, 2011. There are no protected trees on site because the project site was rough graded and 208 protected trees were mitigated off-site at a three -to -one ratio for the five -lot subdivision. The site is legally described as Lot 5 of Tract No. 53670, and the Assessor's Parcel Number (APN) is 8713-028-035. I! wcrml The following table describes the surrounding land uses located adjacent to the subject property: Development Review No. PL 2013-555 Page 2 of 9 Site Aerial Perspective of Rough Graded Site Development Review No. PL 2013-555 Page 3ofQ Project Description The proposed single-family house consists of the following site plan and architectural components: - Site Plan The subject property is an irregularly-shaped lot, located at the southeast corner of Pacific Lane and the future extension of Alamo Heights Drive. Access to the lot will be from Pacific Lane, and the house will have a minimum 30 -foot setback from the street easement line. The property's gross lot area is 61,600 square feet (1.41 acres), which includes a 40 -foot wide private street easement for the future construction of Alamo Heights Road, which also serves as a storm drain access road easement. In addition, there is a drainage structure located at the rear of the property that is maintained by Los Angeles County Flood Control District. The property's net buildable area (i.e., minus all easements) is 57,934 square feet (1.39 acres). re -TIF. -TO The site has already been rough graded as part of the overall tract development, primarily to accommodate the construction of Pacific Lane and underlying- utilities. Pacific Lane ascends from Alamo Heights Drive, so while the pad is approximately level with Pacific Lane, the west side of the parcel slopes down to the Alamo Heights easement. The applicant is proposing to cut 530 cubic yards of soil and fill 8,545 cubic yards of soil on the slope, along the west side of the property to create the final building pad and usable open space at the rear of the home. The total amount of import is 8,015 cubic yards of soil. A four -foot high retaining wall is proposed at the top of the westerly slope, and series of three retaining walls—with a maximum height of four feet—at the bottom of the slope to create the building pad. A seven -foot high retaining wall is proposed along the west side property line to create a maintenance access road for the Los Angeles County Flood Control District. As part of the Millennium project (Tentative Tract Map No. 53430)—located south of the project site—the finished grade along the west portion of the subject property will be raised approximately 15 feet to extend Alamo Heights Drive in order to provide access to the 48 -lot subdivision. As a result of raising the finished grade of Alamo Heights Drive, the proposed terraced retaining walls at the bottom of the slope and the seven -foot retaining wall for the maintenance road will be buried underneath the future extension of Alamo Heights Drive and a new maintenance road will be created from the Alamo Heights Drive extension, as illustrated below. Development Review No. PL 2013-555 Page 4 of 9 Proposed Three Terraced Four -Foot High Walls to be Covered "IN ALAUO "ZIONT8 ORrI 30F 1W Iff -------- -- Proposed Wall and Finished MW %W Grades for Tract lift Map No. 53430 Proposed Seven -Foot High Wall to be Covered Section of Proposed Retaining Walls and Extension of Alamo Heights mmmm M 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 The proposed two-story house is located at the front portion of the property. The home consists of the following components: e A 6,928 square -foot first floor consisting of common areas (living room, dining room, family room, and kitchen), wok kitchen, office, laundry room, powder room, two bedrooms, each with a bathroom and a walk-in closet, and a master suite; a A 1,400 square -foot second floor consisting of two bedrooms, each with a bathroom and a walk-in closet, and a loft area; 0 1,821 square feet of patio/porch area; and -9 'Two separate two -car and three -car garages totaling 2,036 square feet. The height of the building is 28'-6", measured from the finished grade to the highest point of the roofline. The architectural style of the home is Tuscan with clay roof tiles on low-pitched gable roof; smooth textured stucco with stone veneer and limestone walls. The applicant has obtained approval from The Diamond Bar Country Estates Architectural Committee. Development Review No. PL 2013-555 Page 5 of 9 om44 MROL r - 0 CO�L OU RL Proposed Three Terraced Four -Foot High Walls to be Covered "IN ALAUO "ZIONT8 ORrI 30F 1W Iff -------- -- Proposed Wall and Finished MW %W Grades for Tract lift Map No. 53430 Proposed Seven -Foot High Wall to be Covered Section of Proposed Retaining Walls and Extension of Alamo Heights mmmm M 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 The proposed two-story house is located at the front portion of the property. The home consists of the following components: e A 6,928 square -foot first floor consisting of common areas (living room, dining room, family room, and kitchen), wok kitchen, office, laundry room, powder room, two bedrooms, each with a bathroom and a walk-in closet, and a master suite; a A 1,400 square -foot second floor consisting of two bedrooms, each with a bathroom and a walk-in closet, and a loft area; 0 1,821 square feet of patio/porch area; and -9 'Two separate two -car and three -car garages totaling 2,036 square feet. The height of the building is 28'-6", measured from the finished grade to the highest point of the roofline. The architectural style of the home is Tuscan with clay roof tiles on low-pitched gable roof; smooth textured stucco with stone veneer and limestone walls. The applicant has obtained approval from The Diamond Bar Country Estates Architectural Committee. Development Review No. PL 2013-555 Page 5 of 9 The proposed project requires Planning Commission review and approval of a Development Review (DR) application. The analysis that follows provides the basis for staffs recommendation to approve the DR application. Development Review (DBMC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: * The rear setback is measured from the rear of the building to the edge of the graded pad when the pad abuts a descending L1 Ull Ul Development Review No. PL 2013-555 Page 6 of 9 Development Feature fi Development k Pro used,3.x Wor Meets `g ViftWx g fit gxSide " . Z' A'E� g', 10'-0" on one side and 20'— east side Setbacks WN 5 1 -0" on the other side. ' 60'— west side 35'— west side 360'+ — east side Maximum of 30% III II , -■�..N 2-car garage 5 -car garage R" t Wl';* 11" H, F 119 9 I I " LI * The rear setback is measured from the rear of the building to the edge of the graded pad when the pad abuts a descending L1 Ull Ul Development Review No. PL 2013-555 Page 6 of 9 Architectural Features, Colors, and Materials: The applicant designed the project to have a variety of rustic and elegant architectural elements to reflect the Tuscan architectural style, including the following design features: ® Low pitched gable roof style with clay roof tiles and exposed wood rafters and outlookers; ® Fagade details emphasizing horizontal lines, such as stone veneer at the front entrance and the second floor, wainscoting that offsets stucco color tones, and wooden window and door surrounds; ® Custom wrought iron railing and doors; ® Wood trellises attached to the house; ® Expansive courtyards and loggias; 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 applicant is proposing to use elements such as limestone walls throughout portions of the exterior to emphasis,the rustic Tuscan architecture. In addition, expansive courtyards and loggias are throughout the property to depict the look of an Italian villa. The scale and proportions of the proposed home are well balanced and appropriate for the site. Proposed Front Elevation 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 "backbone" shrubs such as pittosporum and raphioleois are complemented with a mix of other shrubs and ground cover throughout the front yard and a decorative hardscaped walkway. Five -gallon Texas privet and one -gallon prostrate rosemary shrubs are used as screening between the terraced retaining walls at the bottom of the westerly slope. Also, a variety of evergreen trees will be planted throughout the side and rear yards, including 60 -Inch box Carrotwood, 48 -inch box Camphor, and 60 -inch and 36 -inch box Coast Live Oak trees. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. Development Review No. PL 2013-555 Page 7 of 9 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. 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; • Fit the existing land form as much as possible by using the existing rough graded lot pad; and • Earth tone building materials and color schemes are used that blend in with the natural landscape. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. I'M il 7911111, VX WNWIMM. 11 FTOM 11 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 properties to the north and south are vacant lots, and the home on the east side of the property has views toward the south. The project incorporates the principles of the City's Residential Design Guidelines as follows: • The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; • A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; • The proposed new single-family residence is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; • Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as gable, hip, valley, and turret roofs; • Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; • Large wall expanses without windows or doors are avoided; Development Review No. PL 2013-555 Page 8 of 9 • 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. 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. -ki Eel I I On November 25, 2015, public. hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On November 27, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. On December 21, 2015, notices were mailed to property owners to notify the rescheduled meeting date. In addition, the public hearing notice board was updated with the revised notice. 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: NaialLe,k. Esnozn Assistant Plaoiner Attachments: Reviewed by: Gra1'LVii` -� Senior Pla, 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 Materials Board Development Review No. PL 2013-555 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. PL2013-555 TO CONSTRUCT A NEW 8,328 SQUARE -FOOT, TWO-STORY, SINGLE-FAMILY RESIDENCE WITH 2,036 SQUARE FEET IN GARAGE AREA AND 1,821 SQUARE FEET OF PATIO AREA ON A 61,600 GROSS SQUARE -FOOT (1.41 GROSS ACRES) LOT LOCATED AT 22586 PACIFIC LANE, DIAMOND BAR, CA 91765 (APN 8713-028-035). A. . RECITALS The property owner and applicant, Jerry Yeh for Horizon Pacific LLC, has�- filed an application for Development Review No. PL2013-555 to construct a new 8,328 square -foot, two-story, single-family residence with 2,036 square feet of garage area and 1,821 square feet of patio area located at 22586 Pacific Lane, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 61,600 gross square feet (1.41 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 5 of Tract 53670. The Assessor's Parcel Number is 8713-028-035. 4. On November 25, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Also, public notices were posted at the project site and the City's three designated community posting sites. On November 27, 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 December 21, 2015, notices were mailed to property owners to notify the rescheduled meeting date. Additionally, the public hearing notice board was updated with the revised notice. 5. On January 12, 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 Findings (DBMC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 8,328 square feet of floor area; two garages totaling 2,036 square feet of garage area, and 1,821 square feet of patio areas is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as clay roof tiles on gable roofs, smooth textured stucco, stone veneer at the front entrance, limestone walls throughout the exterior, wooden window and door surrounds, 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 DR PL2013-555 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design, of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in a Tuscan architectural style with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. In addition, the new house will not be intrusive to neighboring homes and not block existing views from adjacent properties since the properties to the north and south are vacant lots, and the home to the east has views towards the south. 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 Tuscan. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as clay roof tile, stone veneer, wrought iron railings and doors, wooden trellises attached to the house, and expansive courtyards and loggias. 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. 3 DR PL2013-555 5. The proposed development will not bneeative upropertytvalueseoror welfare -or materially injurious (e.g., geffect on resale(s) of property) to the properties or improvements in the vicinity; and Be . fore. the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the BuildingI 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 19303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1 Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be finished with a smooth textured stucco application to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval. 4. Prior to building permit issuance, landscape and irrigation plans shallabned reviewed and approved by the city's Consulting Landscape Architect shall comply with the Water Conservation Landscaping Ordinance. 5. Standard _d —C-0 �n c' f1?ns . The applicant shall comply with the standard development conditions attached hereto. 4 DR PL2013-555 The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner and applicant Jerry Yeh, Horizon Pacific, LLC, 20888 Amar Rd. #203, Walnut, CA 91789. APPROVED AND ADOPTED THIS 12th DAY OF JANUARY, 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. By: Jennifer Mahlke, Vice 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 12th day of January, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 DR PL2013-555 N COMMUNITY DEVELOPMENT DEPARTMEN USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW ANI REMODELED STRUCTURES PROJECT #: Development Review No. PL 2013-555 SUBJECT: To construct a. new 8,328 square -foot, two-story single-family residence with 2,036 square feet of garage area and 1,821 square feet of patio area PROPERTY Horizon Pacific, LLC OWNER/ 20888 Amar Rd. #203 APPLICANT: Walnut, CA 91789 LOCATION: 22586 Pacific Lane, 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: RMR�Ilk 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. PL2013-555 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any 6 DR No. PL2013-555 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. PL2013-555, at the City of Diamond Bar Community Development elopment Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 7 DR No. PL2013-555 B. FEES/DEPOSITS 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS The approval of Development Review No. PL2013-555 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. 1 This approval is to construct a new 8,328 square -foot, two-story, single- family residence with 2,036 square feet of garage area at 22586 Pacific Lane, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial -compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan' check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 8 DR No. PL2013-555 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non- compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the. City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. 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 9 DR No. PL2013-555 been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS Development shall be constructed to reduce the potential for spread of brushfire. a. in the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire-resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be bas i ed 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. 10 DR No. PL2013-555 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. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040s FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL Grading permit plan check and permit issuance. shall be completed prior to issuance of Building Permits for any retaining walls. 2. An Erosion.Gontrol Plan shall be submitted concurrently with the grading plan' clearly detailing erosion control measures. These measures,;sh.all`be implemented during construction. The erosion contro[. plin, shall conform to national Pollutant Discharge Elimination Syste , m, (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1 Geotechnical report made directly to the applicable fees paic permit issuance. submittal and grading plan submittal shall be Public Works/Engineering Department with all prior to commencing plan check for grading 11 DR No. PL2013-555 2. Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. The geotechnical report shall include recommendations to mitigate soil and geologic issues found within the Restricted Use Area. If the RUA is not being proposed to be removed a Covenant and Agreement to build and maintain structures in the RUA shall be fully executed and recorded prior to grading permit issuance. 3. Upon approval of the geotechnical report, the applicant s i hall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 4. Finished slopes shall conform to City Code Section 22.22.080 Grading. 5. 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. 6. All easements, Restricted Use Areas (RUA's) and flood hazard areas shall be clearly identified on the grading planasapplicable. 7. 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. 8. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 6 foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 12 DR No. PL2013-565 9. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 10. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. 111. A pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 12. An as -graded geotechnical report shall be submitted for review and approval with rough grading certification by the project civil and geotechnical engineer prior to release of Building permits for the residential structure. 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. 14. An as -built revision to the tract plans for TR53670 will be required to adjust the grades of lot 5 according to the proposed grade changes and pad changes for this project. The as -built shall be submitted for review and approved prior to issuance of a final inspection or Certificate of Occupancy. 15. Upon construction of the Alamo Heights road extension for the development of Tract 53430, if it is determined that the walls for Lot 5 cannot be buried as proposed, the owner of Lot 5 and the developer of TR 53430 shall coordinate construction of the roadway and Lot 5 hillside grading accordingly. Plans with any proposed changes shall be submitted for review and approval prior to issuance of any grading permits or roadway construction permits associated with TR 53430. 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. 13 DR No. PL2013-555 APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL CONDITIONS 1 Plans shall conform to current State and Local Building Code (i.e., 2013 CBC series) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of plan check submittal. 2. Provisions for Cal Green shall be implemented onto plans and certification 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. 3— Fire sprinklers are required for new single family dwellings (CRC R313.2). III 1, 0, 1 The minimum design load for wind in this area is 85 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). This includes a whole house fan and bathroom fans. 4. All site areas that have a drop of over 30" shall be provided with a guardrail per CBC 1013 and a handrail is required at all steps/stairs with 4 or more risers and shall meet CBC 1012. 5. Submit Public Works Department approved grading plans showing clearly all finish elevations, drainage, and retaining walls locations. 6. "Separate permits are required for pool, spa, storage building, BBQ area, detached trellises, vehicle gates, fountains, water features, fire pits, retaining walls, and fences over 6' in height" and shall be noted on plans. 7. A height and setback survey may be required at completion of framing and foundations, respectively. 14 DR No. PL2013-555 8. Prior to Building permit issuance, all school district fees must be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 9. All balconies shall be designed for 601b. live load. 10. Light and ventilation shall comply with CBC 1203 and 1205. 11. Guardrails shall be designed for 20 load applied laterally at the top of the rail. 12. .Indicate all easements on the site plan. 13. Retaining walls shall be designed for adjacent wall and vehicle surcharges. 14. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone it shall meet of requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped "With sash or door. c. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. 15. All retaining walls shall be submitted to the Building and Safety and Public Work Departments for review and approval. 16. Submit grading plans showing clearly all finish elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. 17. Drainage patterns shall match the approved grading/drainage plan from the Engineering Department. Surface water shall drain away from 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. 18. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for final inspection. 15 DR No. PL2013-555 19. Specify 1/47ft slope for all flat surfaces/ decks with approved water proofing material. Also, provide guardrail connection detail (height, spacing, etc.). 20. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 21. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 22. A soils report is required and all recommendations of the soils report shall be adhered to. 23. Slope setbacks consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 1. AQMD notification is required at least 10 days prior to any demolition. 2. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. 3. Private property sewer system shall be approved by the Los Angeles County Sanitation District and Public Works. 4. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION 1 Every permit issued- by the Building and Safety Division shall expire if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or work has discontinued and not been signed -off on the job card by the building inspector in conformance to CBC 105.3.2 as amended by DBMC 15.00.120. 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. 16 DR No. PL2013-555 4. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 5. Occupancy of the facilities shall not commence until such time as all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 6. Any changes to approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 7. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 8. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 9. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.di.galert.org. 10. The location of property lines and building pad may require a survey. WA 17 DR No. PL2013-555 Rro{�ect Notes nuwc axnac i. 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T¢el 53870 Pacing Lana Ohmand Bac CA 81785 VESTING TRACT NO. 53670 e N. -*'. e _ ctrl •I.r��;:..... �1j,k t 1 U t Is attic r� Owner Honimn Pacific DB LLC Jany Yeh 20868 Amar Bmd Sal. 203 Walnut CA, 91789 1909) BOG -6191.102 1909)669-6291 FAX General Contractor Horizon Pacific 20770 rl• old• Ddv W&A CA 91788 cmbd Jany Yeh (BOB) 869-6181 x102 (9091869-6291 FAX Architect EHUAldlitects 17871 MIh.11 North 1150 Woo. CA 92614 Coniach Awt Taludin 1948) 955-3282 (949) 955-1377 FAX Landscape Architect Daniel Stewart and Assedates 2753 Cadno CAphirano 08-2 San CI• ... I.. CA 82672 Corlbd Dan Stnwari 19491 361-9388 19491381-2873 fax . Civil Engineer Teal agineeiing Inc 138 A—Ad. N.vano San Cl ... M., CA 92672 Coniack Cat•b fila. (948) 492-8588 1049) 498-8625 FAX U....•1. 57587 Structural Engineer Michael Ni & Associates 1414 Fak Oaks Avenu•, Suite it South Paud•m, CA 81030 Cnnhoc meloid w 16261799-3588 phone 1626) 799-3580 IA. Energy Calculations Rick Mauler Tide 24 7544 EM Saddnh0 Tall Orange CA 82868 - Co shot Blck Maher 1714[ TTI -1507 phone 1711 771-2932 to. Soils Engineer GSS Engineering Company II823 Simon Avenue, Suite 46 Santa Fc Spring., CA 00670 Coulad 1562) 008-6062 / (562) 693-0114 ph... Sheet Index Architectural R 961 nn[E fTaE'cr nw. PAa6r 9aRulE tnn.M1 YN, IAo6f IRR Snm.S AW 917 n Ali Itat llam RlN All smm nam nus tri carrtux All 6� azwmb Ali nmem RPIAN4 Alt aR¢R 5[miob All ¢RmR aTOR Structural civil Lai rust 9m oat xma um.ac uAr Lm uR muu¢ nAn r 149 mN1A¢ rl/.n a u0 moot£ Nun I iamb Lot Uaim ml¢0. 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IK:- 4112-00110 3713 -aa -Q71 W 8713 -MB -4m VICINITY MAP ARCHITECT BASIS OF BEARINGS NOT m sau EBG ARapBCIS Im VIEW PROPEWIY 178" M fpe1L NDIM SIL ISD BSE W for 31, 7WLC1 977 a V (WCDA) 92914 I AS W 805400" W. RND >M-1377 SOILS ENGINEER BENCH MARK 1IM7 afattaN IME. SIE 48 Wr•SE 03121 4!M AU SW91 FE per„ CA DO= PLR 1 W♦!C atAIVEY m (8071 age -am P EfI EIDE px ([SBA.) OKI -87701 3-19-400112. V E W W L W oNco E ca N > m 1-n IT ctiQ0 z.0 _ N (D a)- N I= C O) N E V _ > O) N QO Cim 6) C 't 'S cu r U) Q) yS Q ce U ® o moz z O U Q6 t— La L W. zom U N c�/ W 0 00 Y+ N N DATE: " 11/2015 N H. SCALE: to N/A X X DRN.: K.B.N In APPD.: C.R. z JOB NO. m 15215 DWG. NO. 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PPCfe0.rT gLOEana�AOlbb oy�ivlaa'n°ig cwn'll atl pra+In+ eoh p ec�b aelwtn � la mnN eWeprvtr'of Ingavl becYlG vtl poi p ,r �n �I1PW cbN wce�be Irobt� �KK tg m pepsrrrkmY�ity WA 4� q rapvl. Hoc �.al b pbvay eeHvepM lusreln ircylw ,anvlmv r�oiee°«o.l+v.vb abwrgl pal O. (Dain Wm Tine ry o• �bd� R yob alebW.baavvyuc�nn.rm�'n pycag Rau Mun wH�IW hpe N K m P„uoe E 1 pwa pmM m Plwr � o.°o'eib. b. mnunpbefu tlepPr, !rani rrybrt O�Pteovwleg. Ps�tF Wowa p��v�,^^�j,,�� m���yev«I breluv me prwm .be.rh H. 'vvi'or%�`vMIi:p.w�1.:� nmdr Iw.n Wu, LTzraroe I��a�pb°Yg m. See �a,cny edb r'eporl.«y ba rogrree °orero+vlPMn„pq aminy 1T. eaNN Fb I.A.OTwA Tv 4e wbi�U.ton ad Emva IHih 31 tMlIYOT tam I 9' pda kcb6 Rmib eb°�f°Iv btl U'mcw° fcNveclvfde+apatl o9 be wbclae b� �+ � , a..g �1 Hlgelbn bvem a aaT °bgrfvy M1 rp'e. m IW ameronM. lrg tlabva VcYy�-lbWbrow Hlnbruge NWlul ml wxn pb «Ip baAPItf1N..PD, Ta be w6c ty bnmc�gw cl�iecl atl ggrawn ly o.s. �' WrNAk Tv Ea wbck6 sav'�N. 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Vuynj Iroyce. �. wbee uxrvla. �I.h2,lltst arlaecn pbv. plan. �WlMtl, Par cbA«LV >�LOIWtbm, Per ve�Nclb pWe. , Rmacl n pbw. bWaartipL,Rabd b pima. fq pm ^annruY gemlroe. p„bu n pbi. c��mrP�IyyG_m_Yada'� a. vary Iml bcmkn PNanrsiwl mlea<Ib Pbv. vG Ps tiro ngiv�b Pbe. D9rK'v oft lwlw 14 Ib°ecON«wIwkall u I�e�xaacml I'r'"'Irm°sy �vn[Y Sola mins wi win. b@n AGb-abuteW,lfun NOTE[ SEPARATE PERMITS ARE REQUIRED FOR RETAINING HALL5, POOL, SPA, 5TORA(SE BUILDING, BARBEQUE-AREA, DETACHED TRELLISES, VEHICULAR 6ATE5, FOUNTAINS, AND FENCES OVER 6' IN HE16HT. NOTEI THE LAND50APE PLANS SHALL COMPLY HITH THE HATER CONSERVATION LANDSGAPIN6 REQUIREMENT PER ORDINANCE NO. 02(200q). 0 0 SHRUBS, A m. Na Fll. AmZNmbr PUVIWS 51. 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PhnD T� D gd � I� �. fubCmh IVi EmNmn a Poe 1 aol AD ' n pa vennnbeNAlma, o1m Ae r r g. vl�ePeTLnA Wan gd AB 19M oa. POi P nw,E sNeEv vac w owes r'AaLeus� rnrna+NP PL.esNNme n n�� gd f.n i�qa D gd . m. tivuGs� ns qc HATEN InlEs w w.TEu bArsoal Pm bo PorsiL:cu.Nrts I roryE wlw sal dim Tom A -b• pq � . taloa TH m v�.cTm > gM + Pal An +4'pol AD HORIZON PAOIFIO LOT 5 OONSTRUGTION NOTES 4 DGGTt911gC]wH. COWLLCIGICIr}trT nx:tnl+em °I mvewy.l'Wumwnn•m.dU VHpMbs. pang m m Iv Pbitego°e�am R b° mmFle�nmsrm>e °inn a+f nf9m+, rYwbe m van e°ge d dl lar NIOJq laalvm &w.�Plan. 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M1 PpYL6, iraoutv.vr roetl HingL �.v,vt �.�Is bin b°o6 POIke vH 6 OMV6, ow vain MLI m w m4wv rmpacbeb bael�vle.Re•eoWvtM ONW peceNkbjaq ewgon`m'POp °w�iay Lys O. TiYF� IWJ. MH DMLe �, Gax�ab bort ebelve vEn enpbwi�lm Igtl b K gym bmwpl �b.^^IMA Neta ay rabnlg cmmnkn oN Porlk b v°�L'mpmnm wxerp Ha q �aI bv:arvl w parlvrmfa wtovvrce ,vyp�aa n wdI°Y1�u °v a mlals.5bl wv we Ig Peurian ty vra�n«r e� b aab repo!. eq tL bpiuuvu� vain dW bd EranTHaM1.Ie HUEa4vcwvlwlmig,�Wnlod 'Ivan w�nl Pb�kr. u S;t�D uC WD1 mP mea �„Ime,y prvrw o -map OM, d� L [kvavye lv w Wa wlarprwl mdMbgawml bo elm W D. �_ P rr1�e n W bw.Mm�lmmebrd. elpaa.<wa m° melte UCIL4l-rlOLm v°Ib bbeFatr WeaghI H.v elWva main nbv �WmIM m umbo gembve lbly oy rov14 po+Im w mo.IVIL aIO � '�` ebaami�gvralmHm a,°qH °tOgO ur aLaln we aw:a.� Feeg mfPnaertretl q mp PYv r4+M vpvL Noe Jma,u m pLverg b. PPCfe0.rT gLOEana�AOlbb oy�ivlaa'n°ig cwn'll atl pra+In+ eoh p ec�b aelwtn � la mnN eWeprvtr'of Ingavl becYlG vtl poi p ,r �n �I1PW cbN wce�be Irobt� �KK tg m pepsrrrkmY�ity WA 4� q rapvl. Hoc �.al b pbvay eeHvepM lusreln ircylw ,anvlmv r�oiee°«o.l+v.vb abwrgl pal O. (Dain Wm Tine ry o• �bd� R yob alebW.baavvyuc�nn.rm�'n pycag Rau Mun wH�IW hpe N K m P„uoe E 1 pwa pmM m Plwr � o.°o'eib. b. mnunpbefu tlepPr, !rani rrybrt O�Pteovwleg. Ps�tF Wowa p��v�,^^�j,,�� m���yev«I breluv me prwm .be.rh H. 'vvi'or%�`vMIi:p.w�1.:� nmdr Iw.n Wu, LTzraroe I��a�pb°Yg m. See �a,cny edb r'eporl.«y ba rogrree °orero+vlPMn„pq aminy 1T. eaNN Fb I.A.OTwA Tv 4e wbi�U.ton ad Emva IHih 31 tMlIYOT tam I 9' pda kcb6 Rmib eb°�f°Iv btl U'mcw° fcNveclvfde+apatl o9 be wbclae b� �+ � , a..g �1 Hlgelbn bvem a aaT °bgrfvy M1 rp'e. m IW ameronM. lrg tlabva VcYy�-lbWbrow Hlnbruge NWlul ml wxn pb «Ip baAPItf1N..PD, Ta be w6c ty bnmc�gw cl�iecl atl ggrawn ly o.s. �' WrNAk Tv Ea wbck6 sav'�N. DhYIPyMaAW�ll�wtlrsn cvyrvlbabr, waNbv. wm.rslar eb om pe.p, pp��e�k�qq Iron. G«l wb,a me Incase b m wba'Iad 'rvm'e T. avLl_maEPmpi1+I�W&MeawcWs wnart Pmts lHxnabs vMrW lm otivpmattle Co�ay wl e mema�4• •ami vena b be wbebLL Mvwb eWe tY+a ereNlwl Wnvmar w-YMI. r we N<Ise. nbsHM mr WnremWMltrsmbatrmv p.g vd ay HntlMbl bbe regio operaluv m�roer� AI plevrxeyygob tool p m pvwintl ly ergras «N wtwarcs m evua„ b prewbn b JD.d�:LL'K%T� b� bOb4 ebw.4:n,�Av r•°Im s��tcpm Lc°�w�InM.en masmxs �itrnv°�Oe W va 99 wnm°VOewers.5�cn°Hivk°k-emtl„HaronIbsac��nggns'e b tre opal. bin m Pavfbve by argroar. b«I wkH Lm [HYsaln by n 5 e,gH 5.1IWr p4e CCUmIb1]•IMrvYb abs cwiarlwmvsrob CVeck ebetve Wl•el,e+o lwn uN lna erAa Dhm �itlM1 uwa�at Irmo. Ro.La wn.ab..g rya. ma w.L.y klm aeeeirU°iloi1b..nEs,r I"`bq. bwlm.I..Il.wey aM �.��P`bq,,ialaMya.a""p� Ina. .wny mo,a>a wwume ww ekal me p°d t.o�aa wl°r. m m otnkm� � grbo.n „w, eecvmne erwg�t rm bine e.f .e.i joke wb, gm pia ab raaom L°NIIIaIH Te ba wkrJatl. Vuynj Iroyce. �. wbee uxrvla. �I.h2,lltst arlaecn pbv. plan. �WlMtl, Par cbA«LV >�LOIWtbm, Per ve�Nclb pWe. , Rmacl n pbw. bWaartipL,Rabd b pima. fq pm ^annruY gemlroe. p„bu n pbi. c��mrP�IyyG_m_Yada'� a. vary Iml bcmkn PNanrsiwl mlea<Ib Pbv. vG Ps tiro ngiv�b Pbe. D9rK'v oft lwlw 14 Ib°ecON«wIwkall u I�e�xaacml I'r'"'Irm°sy �vn[Y Sola mins wi win. b@n AGb-abuteW,lfun NOTE[ SEPARATE PERMITS ARE REQUIRED FOR RETAINING HALL5, POOL, SPA, 5TORA(SE BUILDING, BARBEQUE-AREA, DETACHED TRELLISES, VEHICULAR 6ATE5, FOUNTAINS, AND FENCES OVER 6' IN HE16HT. NOTEI THE LAND50APE PLANS SHALL COMPLY HITH THE HATER CONSERVATION LANDSGAPIN6 REQUIREMENT PER ORDINANCE NO. 02(200q). 0 0 FRONT ELEVATION ,2• _ 1'-0' t r NOTE, 5'-0" high Fence to be metallzed and painted with I coat primer and 2 coats semi -gloss point to be a chip match of Am -Yore IUM20A Bosalt %1 VEHICULAR CRATE ELEVATION In• - r-0' i l� 0111 MA I I I I oncreia roonng— LJ L J STANDARD PROPERTY LINE FENCE ~ SCALE N.T.S. O NOTE, 5'-0' high gate to be metallzed and painted with I coot primer and 2 coats semi -gloss point to be a chip match of Ameritone lUl-120A Basalt r I-I/2' x 3" Post X •}{- I -I/2' z 3" Post of 6'-O" O.G. IdAX. 6'-O" O.G. MAX. 1' x 1-1/2' Top pall weld all connections Al and grind smooth —r I-Iinlmum 1/2' x 1/2" pickets at 4" maximum between plckets. Q N ,� Finish grade -- tubularsteel gqate ( ( I—Gancrete Foating—•� i �A55ociatIon Gurdellnes.— J I_ J L J self-cio5lna hina— and STANDARD PROPERTY GATE DETAIL D SCALE N.T.S. O -a N v i 4 LL r m ..LEFT 51DE YARD WALL ELEVATION va• = r-o• 4 " 4 4 4 ? n 4 4 4 4 %,1 REAR WAIL ELEVATION vz• = r-o• 4 4 9 .9 1 REAR WALL ELEVATION 01 4 P ry m RIOHT 51DE YARD WALL ELEVATION in• = r-o• _ .... ui IV _ k ff-l4-16 rt � E 6 RIGHT 51DE YARD %1 WALL ELEVATION— CONTINUE ,n• = r-o• o � � � 0 - / __._ _- -ti - _' Z Pv'.-._.'`•. 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I'll P, nal, .2 4— POTTERY TYPICAL DETAIL MUL TI OUTLET EMMITTER A�SEMBLY HI -POP \MTH SPRAY )R ON EAVE CONTROLLER ro I I.- -E ,�W .9P LANDSCAPE IRRIGATION WATER EFFICIENCY WORKSHEET E917AMTED AEPUED WATER USE 'PIE l T.'RENGLUME` LOTM 5,22MME—UNE MUMM CA PI, PQ1MTVFCWYE=ft- �jf fflWAl Z<D JIM. A 1�1 lEl Wl) P I I ,P:E� -ft P-1- 15 Xt- 41 -11 CO3D�LSj-j K-11 l IPEI 1� -1 2 E, -,,Pc ip..") -III E11- 1. PAWACALWI4 �JD RISER WTH SPRAY OR BUBBEER QUICK -COUPLING VALVE WE pB BACKFLOW PREVENTER 11. 1 2M ft. 9mmE.. (a fagme, TOTAL -WA MEE onzi. Elm ME. lll- E, E. 1� llAlIP P. I -E,... r� C,", M at: u'll ile 1 17 =1 PIEZ l P1, l" E. Im PPEI—E PI—P. ..Ep. E' 7 , —E, TOMEAW11 I., -EE I. PIE I P. 1. 1.11lE M.E) 3 L.- - P R"I" ") 'o"W, 2) SPMMER HEM �D III JMl. A. P E—D) A�EmPm P�111AMMRA w5mou"amuNIMR. 1. 1� 13 REMOTE CONTROL VALVE POP-UP W/'ROTOR PRESSURE REDUCING VALVE EME Z n, 1. P- E. -C-1 " EMS EPADE U.- 5"IF N P, APLE. EIRIE -I W. 1-1 1. PK I. P. E. I PlE 1. 1.1- PIE z P,,E I. l. nE . I. L.EP E.l. A� I.-. E. 17 El A. ---1 P,E 11 P. 1.1- 1 HE, 1 A -,I 1.. 1. P.. 1. -I RISER WITH ROTOR PIPE & WIRE TRENCHING XERIGATION CONTROL ASSEMBLY 4 PURPOSE OF SPECIFICATIONS A. it is tin imenikmvf ILne.pnifiwimr Ivmwnmliill Ilw wvrl nfivuilinga Tdnller ya ml, xww rill opmn )n m <IRcirnt mJ w ivfanory rnandar mmrdmg I o xmiwntile wWvds <subliweJ ler aprinller oMrmbo. Nol xillmmdnp is We fan Uw Wefe vpttifwiwa wy d<R<Iml in amnp fowl vcmlgined<milN Jr.criwion fvr We awrl lam Jwc 11 Yull W Wereapen biliry•ofWe mmm�vrle (nvail aid arrntin rypem in auLa mower IWInIWuawnnrmWmny. Pvnu<Iv allfvr my w< of We obrrnaimu m0ed for blow x111 w Iald, immedure nnppape ofvlipdfnmmue N)mmu orUmwmnnar. Ommalbmme Iegubed fnriLe fvilvxinF I. UMn mwlWbnvW lmnp ofruinluna._ ua. _llrw inwlmionefinemilnev _viola ].A wmpincopmin8lm efwi«tyumm( lobaannlion._ iu. Tl ­ 4.1 m wblrnm[e Mriaa Par we aygm.Wll rot WRn wtil We fwi nmenaim iw mm over and an bwWdan.lgnd+<a h' we IdBniw wmwunl. . 4.1 PURPOSE OF SPECIFICATIONS A It is W nlmiweflhcu.pniRwiomto vaompliW W overt ofbsuilinp a apdalkl yam, xfi(w willopmn in m elfuirgl and wkfaaory nmmeradordngly xmlwniila wndvw ew6ikhm fm apentin oPmlbn. NocwiUunnWpis wet dol Weu apnifiwiwv mrydefidwl m amiog fowl • mmpine demUN JeudMiw rnr Ibe avert to W dwc. It WU W we rdrmambiliy ofWe mnuamr tv nwli aid mdnkkr yaem m amM1 a mama WI it dull ownnellidcmly. J 4 TRENCIIING AND DAWILL UNDER PAVING A. T--1 a mrime P- m, arPiulli<cmnne yrwmrdr aaiilW iwa11N mJWW4fi11Nddia, 1, 9 via IMvubeambwwe pipe vnd Id (])dc pigdthe T,ml-evmp+ns,Iky<nw, mI.m.t INaF mmmiormeeiRds nmrinB Jnim Traube for I I W 1W ckn mINseddji d.F diiiiwefwe nipbR Wjaanl uuliamWw wU uw Wil lie I<R n v fiwwyicldinP mvtliliw. All nevdln vluii M Rmb rive .11 mjabivRama, The apddkr in;Nliw wmnmr Wii m n pkv, car, eW pmsme tcq ail piPmF Imdn paainp prior ry We Pnbg xm 1. DS PIPELINE ASsuGN.IE5 A. Romidp vrvpdNlm iedwlim find u nwealN m W Wvxiny is Wmammmie. ImAl lines Imawrku uuMdin) k auha roamer vv le mnlnw to We deuL pn we Pkm D.mwnwmwdpb.nmmkamrkrDrr anndw mrbammbry ximhaawn mm� C lnwll aliauembliu apttified bnein naccmdmn xvh regxabc d<mil. In the aWme<of ' droll Wxbyor vPeeifimrivmpmainivg lv vpttifie inm r[gWeed lv mmPine vwd, perfem� .mh xorl b emvmma x;w beat.undvJ pnnice xnh prfr apymai m idyfion mndmm. D, sohmi weIJPVCpipc (nby mbp wiwmvnd mdlwkrewmmPi N dfiu mmdfnm<r nfPiM.mdPl wm,<.nna<a wmmWgm regaircd. P)M ma 6any WII W WmovpblYdrmmorain.dm. mw rwinme Wfnre vppiyinB whorl. neon oRnma dvml. All x<WNjaWs WII W coral m iwc fi6ttn (iSI mimm� Wforc rwvngor mlana and cowry tom rv-411ww Wforc xmd is pemfN in W<pipe. All Nly-luhng fiunyvlulibeof eemprcubn Type. Iman Rnnyne wlu«plawe. Avoid lblinpefpvl)•rWbg Camuvfnn mmmn IWrnp and lining tom clan vnd frnofdw mtl din E hlvl<vil mmmiw. xiDrweeWm fldnps mngTelbn nM. Talc ur xWr light weull pnawe J 6 AUTOMATIC CONTROLLER A.lnwiluper lnmufanam'I bamnbaa Rnvdfe wmmlvdv<WllmeawmNty meuvilnbowwrid uqurna MYwwnwthe dowing. 2 T 111011 V0LTAGEWH MG FOR AUTOMATIC CON HOLLER A.126 Vah Mwr wnnearbn to drcamawlie wnudin aWll W Mmidm by W Lripim D. AD ekMel root Jori canfom Io Imai wdm, ardbwn, and wion vmmilks WvavF jmimigfn. 2 t REh10TE CONTROL VALVES (12 A.Imuil xbncYwan ondmvioy ud dmlL, lNw yoqud lepnhd.dbwmlmm xwhc whenmWr vWi1 W mrncilNanlmha ma wiD�wLi«wh[ n a Mmak robe m< Each <Mq•Nnl. 2 9 CLOSING OF PIPE AND FLUSHING LINES A CvperpluRYl opmnyuaovnva VndlmvemmLuulledwy«vmf W cnvance of erkla lhm xmJd obvmn wv pipe md.rwlllen Lean in rl«a wdl rlmmal iv nc[mmy fvr We wmpin iw of f nalkdw. O Dmragphly RuYlaW all xalninn Wfm<vwling 6nw W mta.. J IDSPIUNI:LERHEADS A. Wwll Wa aprivtler Waw udmilanNw W<Wvxioy. SPrWwn bmw m W nw11N n w. xDn Wn W mWaalml b aB rnpma rd wm<nmWaa. D. sPacb0 ofllud. WII wi uaW we aauimma adiwcd vv We Mwby. In w m«WII we.pwbB eueN Um muimmn rewmmmded DYW-a­ 3 11 muf r. 2.11 HYDROSTATIC TEST -OPEN TRENCH A Requm we v,c dd,ofW bdgniw wmwlml vl kw tarry I& o-) Wm mvdvna nr 4 TmnW-"FHaIN m We r igor« ofwe -dr. and in Wprnnucofwe Iniyliov mgdlml. b. Corn IoW pipb8 wiWamail mmml DfbarllJl tnpmml udlbe Dr alrypbe mtler pnmw. All fmby mamy4nga wm toullYvpofed C.A yfid wvin'd-Winld-Mm ewfimxewetl1 m PSI, nawN alimq mmryfnuf24)mma Mabinera Wlm fort (iiWmat l2}PSi. D. Rewk INa mWing form ImA and mm mlil synm mwa apttiRm cnt 312 BACKFILLINGANDMIAPACTNO A.IdIW 4u1RU w aO lnnandl lore w fineiDl moon krBn Uuv (IB') b am. backfill d 1 licimlly tivmPmplwa WmuBh companion. Dslfin farumc6n0 WII W coogad.dd ed m dry hmtyegnl tv W !: Df.djacrnt mWnmmd w0 and WU mlVoml Iv etllacwt gado, wi W m d'ryF n drn mos, hmnp:, yr d6rr Im-W nitro. b,saUmeof dIId kduewbn,which wYaaav tlmina we Ymperbdafterfwi vcuplmce WU W Pero Wd by W �nnor, ivc,,Dz. udidg W mmpine[emonu'w affil dawydpWlbFMvkFmeWm blpravemmu ofmYIfo, m onnera whfan)on d m addilW W aryme } 13 TEI IPORAAY REPAIRS A Tm vwwr roma We dpin tv vola tempowy raw'va u namwy IB Lr<p W<'rf tin .yam k opmfio8 wodubn ibe vada afwk right by W ewndwdl vel relive W wnmcaorvfwa rraMmfUbin mdn W rewwfUrc gamanm u horn apaificd, l.li ADIUSTINO TFN SYSTEM A. Adjmt dvm,dipvmeul and warn8e nfvU apriNinhada. Ifftj Mn WI edjwmml b We Ldpuiw agdpmml efneNe dmv8n x111 provide mon adequn eavrnpF male aV ronnny dTpdm Itptmtiag 11 ehwgn maajuvnanu WllW xiWow mdilfml cowm..Tm fl It a]am Wllopmn proMllY Wfmc M'PIma6K EfvLmc ma-rpnYwlowvDwaya mPniog 2.1} MAINTENANCE A. TW mi«np kridiydm -d. WIIW undo ammwlk opdmivv farvpedal vfamcv (T) Jaya prim w my pLml bg b Tmarawtm rwrvn 0, 60. u, nam DrYwnm W v ddiw prded. 216 CLMN•UP A.nam,m.bil) W dme u mrb porion efwod pwyeuc[ Raf amd Rau tin WII W ravorcd Gam W du,vll wvW mdpmid8 Wil W .x<M or wawm Jean. Am•dwagn rmuiomw W roll ofawm WB W rewiredwodp'oui mmfilimn. 2.17 SITE OBSERVATIONS A, b dlcvlca robe« obumliw or W IaiFmien aymm Ia«gu'ucdmd lar xWn Mrlfmaf III. rIueape Id wId, pdfmmedmtlnw<obrmalim ofwe idpmba-Wum,bwEl twe velar ddi iry oral lmdlmpe matranm ID JailWe briPmivn comdlmt law(2) divg dm In Wvmuaofwe dme curb Dmowlbm ase rcquircd. FeUmemmil fermyme of W ommaiwa mord fvr mbwxiil mvdwr irlmrdure .Inpp.gr Oran Mrrammn wymmu orwe awwmr. OWmaiwv uerequired Poral falbxb6 ' I. upw bw)mbn mdtmbe orwinibn_ w 2. UMv ivgaiktiw ofkleN torn._ aims. l.Acompineapenlb0 tm ofw'na.dammfmd vbaervalW` ru. TW requind wblmma pored ver W yam WD ml Wgb alit lbe fwi Bmmaliw bu 6elo mode and vV vuW Wim approved by W irtigm{w mmWml. C Eaapt u "IN in pmapnpha A and Uvf<Nvn 2J,.R reguhmmu fvr wd. Prcvam<Inemi fim pipe ma Rnidy Ynll W the rove u fvr wiaao-w<Id pr ­ Wad, pipe and ftbpaa ul fowl iII unlnn _\ nr III- ywcifwliona.lprimm rol «girdl, 2J OMss PIPE FrrrDNGS A. lVbne ivdimndm we Wmiopv, uu rW bnu urmsd pipe emfwmnR In f amt awd6wbn nv<vrasl D. Homy WII W IIP brae mnfmmnp In I,-' yrcclfrminn a\\nor-t6U. 160ACNFL0U PREVENTION UNITS A. Duwbw Pman WI miu WII W afal«mW,W bWi-on ver Idiplivn amWny. Im.n WaTbwprnml Wr mR. n,[wrdmm x;W idgnidn wmmnfa dnn1. 2.T CHEM VALVES FOR DOSIrSTiC %VATER ONLY A. APIWPda wI- WD WBrhmn-Jmy virgin PVC mw wtI vaith r.Lp. wmd blel mWemin, lanwl pma Yuil mwbJw nttl and nmpme. MlirWin valve iluil W fi<Id adjmnd lerelmliwehmw.6vm fias(S) to forry(401 teal. Aml� dmb vin YNI W aimlkr wwc wkw'AOl^ orvpymN Muni. 211 CONTROL W)NNO A. 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Fkid apnmmlwmn Jnvmewlk wnvoiin mw ekcviml mnml aalaca will mf W vibwW wiawu pder.ppmaii ofWe bdwuw mwJavu. 29 AVT0MATICC0Nr110LLERi A.Amomviemmmikn WII W ofsne and type Wxn on we pL B. Fbvl bmbn afuawmic mmdkn W 11 m vrPmam by Drc wnN. aWmrved 'Nd_din. C. UWw a W.1im odor w be Dimr, W<, IT wh eianrid poxm Ia do mmRdi"1­6...befmvkLm b)•ewm. Tbe( Irimrid Mol lm Yuil W W­erMmbiliryefW Cdpmiaa cmgnnor. 21D ELECTNCCGNTROL VALVES A. Fmvwe W mgall ave -1 1- fnruch eleereie mmroi aaia. 111 CONTROL VALVE BOXES A. U. WOO 114' word bm 111, .11 WD vim,Cmwv W.W. 191 D•12B wive 8mn WR down mamaimlwedagml. Eamilondma Wil WPVC-6•mmimlw D.Um 910'a 16•v tl'rarmpWuhv Mfmalielmd vmmlvalm,Cmwn gwmdn 1410.12D wiW yon WD down confmarwm rqdd. 2.12 SPRINKLER HEADS A. AU apddwn haw"I Wofdd a'u<. rypc add Mi- We mme con ar prtdpimbn xDb We duwm(.I nfi.j.rDwwplmorc, and dLdu ..ld- W pkumd for grceifmd in woe _W pdMik m. b.A Rv<Brmulu wu 1 WcUNI rig W nitnilypiand wvii Uam. No fndSd comm 1-111 wm ver MI(1O1 bldl n ebc x111 W pcmbm In dm WIki I -MR. C ifmwmmt Dmmmd egmd Iubrtdd_. n pipe. ahm.aprivlidhddt , Was or pLml bp, m mbtt mnmmdba m nttewry. we wnwnor Jail mal e d l nglWud Wjumew xiWm was w We owner. O Rud vippin farali aprLdlarbmda abdl be W<was via va we rvnePaine m weaMnikrbvdy E. Aii.rwdinfw of W uw typc.bWl W of W<mm<vmnufarnvn. WWALLATI N PARTIU. 21 LAYOUT A. AU wDh WII W kwon In mmrdma wive pkmmd ddaila u.hmn w Wr dowing. Imwcirtigmivn sppanluvnegWpmmf. en bplwlmumxbd_pd Tk D.Ifmivoraiudgn mbwbum raglWm,oe n tlnmm by Weowmra r[pnammlla. vwd -Wil W aavmDmLN6y W mmremrm w addiliood W W ow«rpr d Wwyv oNend mlme Vero efxod dirtecly emmened tI,v we ume con m 6nwdldl.Ued, and pmviWoB w Ntil bmi ronadak arc rryu'ved ]2 EXCAVATING -TRENDING A PM wall vavnliomungWrm fm webwlkliw orwe briwlbd lygw Rmvre dl vmfaae aaigf 6 whryvud bp. W Dw., n e. dmuped er m m • rnWl o f W c maalkm w Wdr odgiaalwvwtbFmdnv mmvnwk( orytd WoxnMl rry«rmmhc D. Trmcma WIImmWe wade mvu8h Iv diowmbmmnefrxa 121 bend Wmem pmli<I MMibn Treocbn farpipelba WII W madeof.uRwiml dePWaw pwvwe W<mnimmn 1111. Com Tmk6m g4 ,& u foVowa: 1. t/• Cavn oav mvidbn 2 1]•Coamaver PVCklnvi Wn. ]. b- Cnar near poly m lmmi Inn 4 4/• ComdmN Inn I mdnddacwaya ipm dmil) C Oie Irmdla wafpbl mdamgmn pipe mvtnmmly w Wwm ofrmeM1. Lvypipe tv m evm yede Trmddvg nwaUav WII fvilowlayom iWin«dw Nawivymw nro«d. A TLe bmc6m WU od W W[tfNm umU v1ingWlW Icor u<MRawN. Tmrwn WII W wefWiYbwtfJlW wive W<nw«m wledala appmwd forbactfJWemmigivgofaM. bvm.Imay cky..mdmmLnvppnrN wlrria4 611 6om Lope clowefeuwmmvn Badfili nkvdampe'D i, WilWmnbmivU21,,R1 mtva drydmiry <gnity SD ::of Wjacmf udinmWd roll bPiwmarc�. butGii Wll coot tv adJmmtBrvdn wiWa dips, ami m area, hmopa, 1.r oUur .u(aa inepakrUin D. A 611 F*mWu mvNal Wc1fD1 xN W bitkUypkad w ail Ibn No fnniM mann klgn Wmwe WVUO)ncLn YIP limPeminNb Widtivl Wctfal C i(aN<med ernvsodd aWacgmat adjm<mem n pipe,mlau. yanikrbmw, kxn or plmtnF aroJm connrucdanm veaevvarY, we mnwnor WII mile vii nquirctl adjuwwu xidwm coq co ora oxmr GENERA, INNGADON BI:SRAi PART 1.1 SUMMARY Drc xarl wvnlmemonmiuly wmlolkJidylivv aymrnlmroMma bdWnp dli um[hnF balRllinp. and [omrminF .loner, nmaWlinn Bf pipe, aalru, iniylinn LnJs. emueilmtle�mvrivlvmNiwwenni vvmJwirin vd'Imnnwlrofnicea. Polio&^'rnv�nuoriea va abxnw WeWxin d fiN bnen� f yawu: ne[nuy gam [Peri I J REQUIREMENTS A. All xarl and amnion WII W buxotdmce x;w arc wH.. plmnb4,dd, pubiiwed by the xw[m plmnbinB oRub4 mwcblivn, di vme and Ivnl wd<a avd regWrlivm. and oWn appiiu IOWwmvuJ lBpnmilxml roi mn(ommp lv WnecW<I. sLvvldw< w Jmiunmu yr Waw Wm Wm rive We afart amJ nWa eW rawlalimm.rolify We irtiwfimi wmuhanf and axawa imlmnivnmbefvre Pmcading wive We xml alien<J D. MmulinwNl tlirmimm l[I.In mrmmufanmd-bm and deuiim Wox;nw IIuII W folbwW n dinuawWelln mmW ww oe md mchisawuanf )W tlirmiom wvedng penurol Ywwn in We dnavfy vnd yrcdfivinm, C Mmd..dde.--fln:_.fi mrra wary ddIduil rol r<linx Whilidca wM We pulmin. TW faipdiw romWlml wynhic vinivn.rmWrevwnufxivars xamnry an my plaamr pwMam mr«[. D. fiwart mVed («vn Un_cfi_mn WV b[ fami_.R d imrraU nbnLm er om Nrccifimily mmlbamb W.M[IRwimu Wlml xilifWly mall weaplirdier rynmm 'iffu anWt.0 xmnit k 0mdvu mthe Reid WI wb�oxn v6nauedmuveyme D_I d2.Id wmmiphtwtiwcmmemsiderNbWr.dd AlinFor)ftlianymnckab wcwmmnbndw{L.I[Fndgr yrccif wuauvdir[vrnN Ailamhobnrunivm or diul<Iamcin Wii W Woupm to we anmiwaf W IrdyliwmmW6ml. In We nml wh k ver dme.Ihe cealnnar Yuil vvmro tali relMnrwliby farwcvnnury rnivbnv E Dmrv.wl<et Wwivy. h kwl Im.nbkto vwiwevll oReu. Rnny, aimss, nc. whi[h wy W regWled Tm coolrmnr WtI mrtrWy mvwiNle w<alnarmal uW f idud cwJiliom eRmbg vilor4k xoM1 mdpLm h6 xorl vaomioaly, fwviYwe auh Pinky, nc. as auy W regWrtdfv wn.udlmmillam. Dmxivy meBmmilyaiapamwlic and wJkalim o(tW xmllaWimWim The wail WllWmwllNbamha mamas va to vw(d wnnimbmern irdNtion.ymew. PLmInF and mMlmmi fnlmn. 1 J PROTECITON AND DAAUGE A.Pwmwwl mW mverkla rmm wnuge dmbswmrmlionuul vorvy. PVCpipevrul lining aWll beymmN from dirm umiipht D Anam<.n ramoa.ronin' mrdmuar wvinns [wnm[daamu rm«<w InodgLul maditiw dwWJ dawpc rover u a rnWl of Wiv rod. C [novanvr Yull aacrvelY coon opmbN kIn rygmmJ mer eplantum, egWpmmt, end vMikvm WW Wfvlc mdondmb8 m n ptxe Iv pnvml obnrunbn b We pinta vnd Mnml Weatvy.damew Wfigurcmcm arwe vrpammea.muipmw arvMUmm. IJ ASDUILT DRAWINGS A. The mntnnvr WII prcwn'«-mall' dnxinga wbich aluV Ww an;mmu Rom D,e bid dwwnmis madedmn8mvammivn vRmna We b Wu orp*. Rnnpv,Immoeanmi who. avne, cvnwikn. irriytion f da d c b.e<fan tall,cvpt®venrvwlt.m«rmarYunuwfcr vD•ar wu-bfvmudan mw bm gdiy mlvid vn'kr and tleihar to Urc irtiyliov mmWlmu. u bunnANrEE A. AR wwl Wn W yormlcm n x<LidB fvr il) gar Rom du olvmplmn vying oil defmamwlmia4 eyWpmrnLmd xartmmuhip OmmIn Wll akommr ryuir yr dawg< ro my pm ofwe pnmirea relWfivp Ron Ia4moWn d<rcw b wwakl, equipmmLmd +wrlmmWip w W udafwiw ofWe irtigaVmm«ubmf. Ryuks UngWIN Wll W dmrc Promply DMn waliwlIP bywep imlmwN.rmrammdw,nan warrowe Dwrm. i.b EXISTING SITE CONORIDNs A.TW.dIdd.rvhdI"d4lbivueVWWdlai«mndilkw salWd mliiliu ml dlaxnw W Pkm W Paved dmng vwm;wtwouanor Wil Pwmplyvad8•Uumwar. rcrmmutin forbmuabea u w fWld anion. FWime to dove xll kan Uro wnlnner Vable fm my uw dl dameeu R mmo vriainB Rvm L6 ermtiv« .ubaequvn ry dkmwry of amh mililinwl Ywwnwwe drnaby. h1ATER NS PARTII 21 sUmmy nu wmiak DwDpbnm Weryvm Wn W mw, wwa mw b MNw wnWdw. nerd m idambD matcdak legma.wl<. ma oma dnwby fr werir[ egwpmmmD m wm. Sumwmbmx;D odiddvmpmwlm,vpprovNby W'udWFd wvdmgdd my ml or erdd lid 0,, ar fmNilwawidwmpd dddIWo Iif-d,,wmdW, wyW rtjmW and We mnmuwrrequ'ved to remove nwh vmedakf Wdnm Wa own vlmme. 22 EQNPAfENTTD BE FNWISHED A. Supply u a pm 0f alis nnarmd we foDwbB Imb: i Two(2l uuafrpmkk tmLregWrcd forremovnFwufaembifF vW Wjwng each type DraprbMn ma mlasw Wi.r irm. 2. Tw(_+) tm fnreemvmowde wvnvikr 2.Ove (119We1 mrpin trymd wlddnp hme.xiad for floc I}lor frmlon Wnmfntlr type arq W [t mw W g aa)n idnaurd D.'fbev6ove meol'wmtl Wn W tmom vwrw W axed el Wr mvduivn of W Mvjm. Befan fwi impenfv av occur, evwmce WI we mann Lu raaiaed wlerbl mm m Wxa Iv we IdNlbn wmWuol. 22 PVC PRESSURE h1AM1,NE PIPE AND FITDNGS A. Prow« whJnepipb6 fvr rkn Pura Inger Yullm PVC duo }i]. D. PPI, WIIW mme Gom m NSF IPprmcd type I. VM 1, PVC m MIId mafombgto ASTh1 oaf ymlbwbv DlTti'. Nlpipumw mol regWr<mmuu In(owlb.1m d,d,,N, PS22 )0, wiWmvpproPrinevmdvrd diroanioo (s.D R )• (wluvm x<w pipe). C.Prn ddddbe PIPWeforImo1 IR•nala 1WIIm PVC.IddW<46 wive whorl wcldmjaW v 0. Pipeahali W mme Dam NBF vppmwd type I,prmc 1 PVCwmMmd m an ffieral ddIm fids-)-) IsrobapeeiBw(am'DITIS. NIPipesmm mttl ngW«mmuu l aped6mlbn PSZI-T0. E PVC wlaa 1d finbgl WD W ubedW. 40,1; H -I NSF m ,dl mofemlb6 to ASTM IIP p -d- DV., F. Sohmf Ir nand dinn, for PVC wlvw wdd PIP, wd finny WII be0frygw vW bndlnlim mNwNPmmbed by w<mmwmmn. G. AD PVC p(M mm bur We rolbwing mvtbpq L A1mddIJ Pi rUII 2. Nomidil pipea've 2. G mekn 4.P-, - NSF (wwB Snma ud w rowdmiw) 6 Dneornnudw N. AU fining s W I i Dw Dx mm ufamvMl mme of nmcmmL m+ledal tlni8nm ivm sue, epplknbk IPS a[bmWr and Nii.d e(epproaal Z4 pVCNDN-PAE95URE V.TERAL LRNE PIPMO A. Nm pmme bmkd Lnc�l Inc PiPbp Yuiim PVCckaa 200 wive whavl.xeld joke B. Pipe WII W made fiom NSF.pplvrcd type 1, ende II PVCmmpowd wNmmivg to ASPM mb.pnifimfn DlTN'. All pipe mum mm ngWrmmum font b redttd rpedliwiw PS2]-TOwiw m vpplopd+le mmWaN dimmr;w oda. jWWitlipn,mN tler, -W nc/ dlvd O.v wfdpy 01 Va rmnoFanp pOda:e 01 ink Pmw:m. Tla CO, Csndnaml/ dmbrn mOl bwmx naw Pdopbd pt oromraa ad evNC Jinn, plbmWaa WOINtba mNOme,mme. Pmvw, podmn Thema, pmaPmfNe Of be IWA Wi ant ero or nam tatllerc wbmtlbnc, wdMcbn, mnYmma, rbcs, Pmsc, Or Pallon ft: by a etlemn brmm u mamvlwNewt (*(N. N 0: clM -. Plvcmm b C nmeM Cqb 6Ctli00 ]pA](c)Ill. Ua GY Cbk ws dmgOd m PKPmo mtl hu Pu4C Me 0 ry 01 intmrB:cnm,and C-b..m IN1, Jdhpa Opkad Iln Cry Cbrk o n1,0 -d- tlaya Gomm ma cBy Cwmmc PNm:hprh0 b ¢,waunaPPDCRdua P:c Na 6ECRON 1111uICARON. Tho Cly Cbd N I "tIDY m m Ne vhpibndpa b(10Pdvhltriotheammo. parcof b h pubbad ..fabonntrdptloft.w tinadopibnPdalap pmlvmf mpyd Ub ordwncn, IncYttbp tl,v wb (orad p0awt Va amro, in 0a Dose a me Ob _*.l Omvrtlen¢ wah Dawmnanl case 6edmn 1OB21, tomo C@y of prd d ILo'plbn�&� FiLTNE �a �bd°Ya OM�c bN POvcope P.O., APPRom, AND ADOPTED Vde ,.- dry Of December, vma:m0. NaM+,iv )nd Dpp-(uwvmokmC pemkMkammnO uwbl0 ar p.t4f00 ECEOnOlandaevpes Tia blon'va pmvbms aFPr/ b emOnp bdampm, n tlOIvmd m 6CWon p.t4A3p.8 aVt Gvpkr.' A For brdsmpc mmtl M e sbgb wdtt natal, W Cpy mpy rcqubo mo Iabx`uq. WPdbO bd ral bdld m: trapalbn wO W im mpgam, m�mrmvN�6mnvv�re¢-vvrY m �Nu¢ tWrmPa wamu cru b a bwI Dial amc mlOvmetl mPx irvmApp6odVhmrAmwa¢Pbr Oakm:p brd;mpca. TM Madman Mprd VMIm Almwlm M ea60,p bKirmpen sla0 bo aPbdwa aR MAWA w (A%tEra) (W (DAz). M .damp- mgawn pud4a WObamMmbdby amVNd mrdmpv MgaMnsAmr. 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(909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 8.3 MEETING DATE: January 12, 2016 CASE/FILE NUMBER: Development Review No. PL2015-370 PROJECT LOCATION: 23728 Ridge Line Road Diamond Bar, CA 91765 (APN 8713-032-011) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNERS: Yong Hoon Na and Hye Won Na 23728 Ridge Line Road Diamond Bar, CA 91765 APPLICANT: Rachel Choi, Samwon Design, Inc. 9500 Wilshire Blvd., #832 Los Angeles, CA 90057 �11 The applicant is requesting approval of -a Development Review application to demolish an existing single-family home and construct a new 8,573 square -foot, multi-level, single-family residence with an attached 600 square -foot, 3 -car garage on a 1.35 gross acre lot. VANKME19HUTINfre ML Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2015-370, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), on the south side of Ridge Line Road, between theintersections with Derringer Lane and Flint Rock Road. The irregularly shaped property is developed with a 3,827 square -foot home on a level front portion of the site. The lot slopes downward from the street at a 44.3 percent average slope to the rear of the parcel. There are no protected trees on the lot. The property is legally described as Lot 83 of Tract No. 30091, and the Assessor's Parcel Number (APN) is 8713-032-011. Project Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 58,806 square feet (1.35 acres), which includes a 32 -foot wide private street easement for Ridge Line Road along its frontage. The property's net buildable area (i.e., minus the street easement) is 54,014 square feet (1.24 acres). The new house is situated toward the front of the lot—in the same area as the existing house proposed 'to be demolished—at a Minimum of 30 feet from the edge of the street easement line. A new retaining wall and minimal grading at the rear of the home will create an expanded level pad to facilitate the development of the house and useable open space at the rear of the home. However, a significant amount of excavation is proposed to allow for the basement area. The existing swimming pool and spa will be demolished and replaced with new la'ndscape and hardscape surface areas, including amenities such as an outdoor dining area with a BBQ, and a fire pit. Landscaping is proposed throughout the front and rear 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 to comply with Governor Brown's Executive Order B-29-15 related to significantly reducing the area of turf and sod ground cover planting. The applicant is proposing two four -foot high tiered retaining walls 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 finished and capped with a stucco texture to match the proposed exterior wall finish of the house. Architecture The proposed multi-level house is located toward the front portion of the property. The home consists of the following components: A 2,627 square -foot upper level consisting of four bedrooms, each with a bathroom and closet; A 3,837 square -foot ground (street) level consisting of an entry foyer area, living room, dining room, gallery, family room, kitchen, "dirty" (second) kitchen, and a master bedroom with bathroom and walk-in closet; Development Review No. PL 2015-370 Page 2 of 8 A 2,109 square -foot basement level consisting of a game room, exercise/gym room with a golf putting green area, and a wine bar and cellar space; ® 299 square feet of porch/balcony area; and ® A 600 square -foot, attached three -car garage. The multi-level home is accessed by one internal staircase and an external staircase leading from the ground level to the basement level. The height of the building is 30'-4", measured from the finished grade to the highest point of the roofline. The architectural style of the home is Modern with a standing seam metal roof on a maximum 2:12 pitch; sand textured stucco, treated tongue and groove Redwood siding and travertine - stone veneer walls; and dual glazed aluminum window framing throughout the fenestration pattern. The applicant has obtained approval from The Diamond Bar Country Estates Architectural Committee. Front (Northwest) Perspective 00=1111111 11111VIIIIIIIII �: r 11 11 j. 1. . ". . II ! The following table describes the surrounding land uses located adjacent to the subject property: Development Review No. PL 2015-370 Page 3 of 8 Adjacent Property to East Site (Plan View) Aerial Project Site Adjacent Property to West Aerial View of Project Site Development Review No. PL2015-370 Page 4of8 m! iII;i;iII;I,!!l l , q , . tilaiii I The proposed project requires Planning Commission review and approval of a Development Review (DR) application. The analysis that follows provides the basis for staffs recommendation to approve the DR application. Development Review (DBMC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: TheJollowing 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 irregularly shaped property with a descending 44.3 percent average slope to the rear of the parcel. The applicant is proposing to cut 732.4 cubic yards of soil and fill 212.72 cubic yards of soil to create a basement Development Review No. PL 2015-370 Page 5 of 8 'Or -- - -- - - - -------------- 77 7 1 -0" on one side and 0' 10' west side I V-1t,"'I'll 15'-0' on the other side 50, 2 15'-5" — east side _JRF MI if 33W west side 31 side Maximum of 30% f. Parkiln,gr 2 -car garage 3 -car garage 'N R 4'exposed A Site and Grading Configuration: The project site is located on an irregularly shaped property with a descending 44.3 percent average slope to the rear of the parcel. The applicant is proposing to cut 732.4 cubic yards of soil and fill 212.72 cubic yards of soil to create a basement Development Review No. PL 2015-370 Page 5 of 8 level and expand the buildable pad towards the rear of the property. Therefore, approximately 520 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 15 and 22 hauls (30 to 44 total truck trips). The site is located on a partially manufactured grade for the existing home (to be demolished) and will be further modified to facilitate a larger building pad for the new home and to accommodate useable open spaces and amenities. A maximum 4 -foot high retaining wall will be constructed to accommodate the additional pad area in the rear yard, and to create a minimum 25 -foot rear level pad to comply with the City's development standards for the rear setback. Architectural Features, Colors, and Materials: The -architectural style is Modern. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: a A standing seam metal roof; a Sand textured stucco, treated tongue and groove redwood siding and travertine stone veneer walls; a Aluminum window framing throughout the fenestration pattern; ® Steel and cable guardrail at balconies; and a 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 theCity'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 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 the low roof pitches; 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; Development Review No. PL 2015-370 Page 6 of 8 Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and 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, three 24 -inch box Hybrid Palo Verde trees will be planted within the inner landscape planter of the circular driveway area and three 24 - inch box Western Redbud trees will be added along the front side perimeters of the property (two on the west end and one on the east end). Also, a variety of groundcover and shrubs will be planted in the front yard. 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. 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; Earth tone building materials and color schemes are used that blend in with the natural, landscape; and The project will be developed on the existing level pad with a minor expansion to comply with the rear yard setback. Although the new home will have three stories, the building has an appearance of a two-story structure because the bottom floor is a subterranean (basement) level. 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. 1111 [61, T 1111' r Jul 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 primarily in the same area as the existing house. Although the new Development Review No. PL 2015-370 Page 7 of 8 home will be closer to the side property lines and adjacent homes than the existing residence, significant landscaping is incorporated in the project to reduce visual impacts toffrom adjacent properties. In comparison to other homes in the community, the proposed house is less grandiosp than many recently approved and constructed homes on similar size lots in The Country Estates, and the Modern design is among the least common architectural styles found (one notable example of the Modern style is the "Bicentennial House" at 22702 Timbertop Lane, commissioned by the Transamerica Corporation and completed in 1970). Nevertheless, The Country is characterized by an eclectic mix of architectural styles, and the proposed design is thus appropriate. 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 December 23, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On December 31, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. =118 4 '11! 11 1 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: Josue Espino r514"Planning Consultant Attachments: Reviewed by: 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review No. PL 2015-370 Page 8 of 8 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, I CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2015-370 TO DEMOLISH AN -EXISTING SINGLE-FAMILY HOME AND CONSTRUCT A NEW 8,573 SQUARE -FOOT, MULTI-LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 600 SQUARE -FOOT, 3 -CAR GARAGE ON A 58,806 GROSS SQUARE -FOOT (1.35 GROSS ACRES) LOT LOCATED AT 23728 RIDGE LINE ROAD, DIAMOND BAR, CA 91765 (APN 8713-032-011). A. RECITALS 1. The property owners, Yong Hoon Na and Hye Won Na, and applicant, Rachel Choi, Samwon Design, Inc., have filed an application for Development Review No. PL2015-370 to demolish an existing single-family home and construct a new 8,573 square -foot; multi-level, single-family residence with an attached 600. square -foot, 3-ca'r garage located at 23728 Ridge Line Road, Diamond Bar, County of Los Angeles, California. 2. The subject property is made up of one parcel. totaling 58,806 gross square feet (1,35 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 83 of Tract 30091. The Assessor's Parcel Number is 8713-032-011. 4. On December 23, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site and were posted at the Project site and the City's three designated community posting sites. On December 31, 2015, notification of the public hearing for.this project was published in the San Gabriel Valley Tribune and the Inland Valley DailV Bulletin newspapers. 5. On January 12, 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. w W.. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303 (a) (new construction stru6tion of a single-family residence) of the CEQA Guidelines. Therefore, ,no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence consisting of 8,513 square feet of floor area; 600 square -foot garage area; and 299 square feet of porch/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 standing seam metal roof on a maximum 2:12 pitch; sand textured stucco, treated tongue and groove Redwood siding and travertine stone veneer walls, and dual glazed aluminum window framing throughout the fenestration pattern; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. In addition, no protected trees exist on site. The proposed upper level balcony areas located at the rear of the home over portions of the proposed ground level will have views towards the rear of the 2 DR No. PL2015-370 property and will not readily impose a line of sight from the subject property to the adjacent properties to the east and west due to existing and proposed tall trees located along both sides of respective property lines. The proposed project will incorporate Yew Pine trees along a portion of side property lines that are capable of growing to a maintainable height to minimize the views to/from the adjacent properties. A condition of approval has been added to the resolution to maintain a tree species along a portion of the side property lines to act as a hedge and maintain privacy views looking to/from adjacent properties. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48; Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in a Modem 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, the proposed upper level balcony areas located at the rear of the home will have views towards the rear of the property and will not readily impose a line of sight from the subject property to the adjacent properties to the east and west due to existing and proposed tall trees located along both sides of respective property lines Therefore, the private open spaces will be sensitive to adjacent properties and 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 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 Modem 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 standing seam metal roof on a maximum 2:12 pitch; sand textured stucco, treated tongue and groove 3 DR No. PL2015-370 Redwood siding and travertine stone veneer walls, and dual glazed aluminum window framing throughout the fenestration pattern. Earth -tone shades for the exterior finish are used to soften the building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety . Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as, set forth under Article 19 Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1 Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. All exposed portions of retaining walls shall be finished with a sand textured stucco application to match the proposed exterior wall finish of the house. 3. Tall trees shall be maintained along portions of the side property lines to maintain privacy among adjacent properties. 4. 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 No. PL2015-370 5. 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. 6. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owners, Yong Hoon Na and Hye Won Na, 23728 Ridge Line Road, Diamond Bar, CA 91765, and applicant, Rachel Choi, Samwon Design, Inc., 2500 Wilshire Blvd., #832, Los Angeles, CA 90057. APPROVED AND ADOPTED THIS 12th DAY OF JANUARY 2016, BY THE PLANNING, COMMISSION OF THE CITY OF DIAMOND BAR. Az Jennifer Mahlke, Vice 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 12th day of January, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: Greg Gubman, Secretary 5 DR No. PL2015-370 B COMMUNITY DEVELOPMENT DEPARTMENT a JSE PERMITS, COMMERCIAL AND RESIDENTIAL NEW Aill) REMODELED STRUCTURES PROJECT #: Development Review No. PL 2015-370 SUBJECT: To construct a new 8,573 square -foot, - multi-level, single-family residence with an attached 600 square -foot, 3 -car garage. PROPERTY Yong Hoon Na and Hye Won Na OWNERS: 23728 Ridge Line Road Diamond Bar, CA 91675 APPLICANT: Rachel Choi Samwon Design, Inc. 2500 Wilshire Blvd., #832 Los Angeles, CA 90057 LOCATION: 23728 Ridge Line Road, 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 No. PL2015-370 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. 2016 -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 No. PL2015-370, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, *architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No. 2015 -XX, Standard Conditions, and all environmental mitigations shall be included on the plans (full size). The sheet(s) are for informationI 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. 2016 -XX B. FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS The approval of Development Review No. PL2015-370 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar Municipal Code (DBMC) Section 22.66.050 (b)(1). In accordance with DBMC Section 22.60.050(c), the applicant may request, in writing, a one- year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. D. SITE DEVELOPMENT 1. This approval is to construct a new 8,573 square -foot, multi-level, single-family residence with an attached 600 square -foot, three -car garage at 23728 Ridge Line Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 8 Planning Commission Resolution No. 2016 -XX L:* 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance. with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. 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. N Planning Commission Resolution No. 2016 -XX 1. Development shall be constructed to reduce the potential for spread of brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire-resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. 10 Planning Commission Resolution No. 2016 -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. 2. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior • to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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. 3. Only one single family dwelling is allowed on this property unless specifically approved otherwise per CBC 202. 11 Planning Commission Resolution No. 2016 -XX 1. The minimum design load for wind in this area is 110 M.P. H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 4. Public Works/Engineering Department is required to review and approve gradin * g plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 5. "Separate permits are required for pool, spa, and retaining walls" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. c. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 9. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 12 Planning Commission Resolution No. 2016 -XX 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. 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 1 Fire sprinklers are required for new single family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 2. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 3. Every permit'issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one - hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 13 Planning Commission Resolution No. 2016 -XX 4. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 5. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 6. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 7. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 8. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.) 9. The location of property lines and building pad may require a survey to be determined by the building inspection during foundation and/or frame inspection. 10., The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.digalert.org. 11. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 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. 14 Planning Commission Resolution No. 2016 -XX A f tiL�jy GENERAL NOTES 1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS (CONSTRUCTION DRAWINGS, ETC.) AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, INCONSISTENCY, CONFLICTS OR OMISSION THAT MAY BE DISCOVERED DURING BIDDING AND PRIOR TOCONSTRUCTION. 2 THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND REVIEW ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING ANY PORTON OF THE WORK. CONTRACTOR SHALL NOTIFY AND CONSULT KITH ME ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS REQUIRING MODIFICATION OR CHANGE. COMMENCEMENT OF WORK SHALL CONSTTUTE FULL ACCEPTANCE OF EXISTING SITE CONDITIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE STRUCTURE ON THE SITE. 4. CONTRACTOR SHALL VERIFY ALL EXISTING AND FINISH GRADE ELEVATIONS. 5. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDmONS AND SHALL BE INCLUDED AS PART OF THE WORK, 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDmON OF THE LOS ANGELES COUNTY RESIDENTIAL CONSTRUCTION REQUIREMENTS, 7. ALL CONSTRUCTION WORK SHALL CONFORM WITH ME LATEST CODES REGULATIONS AND STANDARDS OF GOVERNING CITY, COUNTY AND STATE AGENCIES. B. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL PROVIDE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE COVERAGE, IN COMPLIANCE WITH SECTION 3800 OF CALIFORNIA LABOR CODE. ON FILE MTN THE DEPARTMENT. 9. THE CONSTRUCTOR OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSE WORK MORE MAN 3 STORIES OR 36 FT. IN HEIGHT, REOUIRES A PERMIT FROM ME STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO ME ISSUANCE OF A BUILDING PERMIT (HSL 179225) 10. ALL EXIT DOORS SHALL BE NO LESS MAN 36' IN WIDTH AND NOT LESS MAN 6'-B' IN HEIGHT 3304(F) 11. EACH DWELLING UNIT AND GUEST ROOM SHALL HAVE A SMOKE DETECTOR MOUNTED ON CEILING OR WALL OF EACH SLEEPING ROOM. AT A POINT CENTRALLY LOCATED ON THE WALL OR CEILING OF ME HALLWAY M ROOM GI"NO ACCESS TO THE SLEEPING ROOM AND AT ME TOP OF STAIRWAY MM SLEEPING ROOM(S) AT UPPER LEVEL 1210. 12 SMOKE DETECTORS SHALL CONFORM WITH UBC STANDARD N0, 43-6 AND BE INSTALLED IN COMPLIANCE WITH UBC CHAPTER 12, SECTION 12HHA) AND BE WIRED TO AN A.C. CIRCUIT. 13. DIMENSIONS: A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. B. COLING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR 70 FINISH FACE OF CEILING. C. DIMENSIONS ON PLANS ARE FROM FINISH FACE TO CENTER LINE UNLESS OTH FINES NOTED. D. ALL DIMENSIONS SHALL BE VERIFIED IN ME FIELD BEFORE PROCEEDING WITH THE WORK. E. ARCHITECT SHALL BE NOTIFIED OF ANY ERRORS OR OMISSIONS BEFORE PROCEEDING NTH THE WORK. 14, PROVIDE ALL NECESSARY BACKING, BLOCKING, FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, DRAPERY TRACKS, AND ALL OTHER FIXTURES REQUIRING SAME. 15, WHERE LARGE STUDS OR FURRING IS REWIRED TO COVER DUCT WORK, PIPING, CONDUITS, ETC., THE LARGER STUD SIZE OF FURRING SHALL EXTEND THE FULL LENGTH OF THE WALL SURFACE U.N.O. 16. VERIFY LOCATION OF ALL EXPOSED MECHANICAL AND PLUMBING ITEMS WITH ARCHITECT BEFORE PROCEEDING WITH THE RESPECTIVE WORK. 17. ALL EXTERIOR WALLS ON NEW ADDITION SHALL BE INSULATED WITH R-13 RATED BATT INSULATION. ALL CEILINGS EXCEPT GARAGE. SHOP SHALL BE INSULATED MTN R-30 RATED BATT INSULATION. THOROUGHLY CAULK AND SEAL ALL WINDOW AND DOOR FRAMES. 18, WINDOW HEAD HEIGHT 6'-8" UNLESS NOTED OTHERWISE. 19. ALL TYPES, SIZES, COLORS, TEXTURES, ETC. OF FINISH MATERIALS AND EQUIPMENT SHALL BE AS SELECTED AND APPROVED BY ME ARCHITECT. 20. EXHAUST FAN NOTE: A. EXHAUST FAN 70 PflDVKIE ONE COMPLETE AIR CHANGE EVERY 12 MINUTES, FAN TO BE SWITCHED SEPARATELY FROM ME LIGHT. HALF INCH CLEARANCE UNDER DOOR TO BE PROVIDED. 21. WATER HEATER NOTE: A. LOCATE WATER HEATER PER ARCHITECTURAL PLANS. 8. PROVIDE PLUMBING AND POWER AS REQUIRED FOR PROPER OPERATION. C. INSTALL WATER HEATER WITH NON -RIGID WATER CONNECTION 10 BE PROPERLY STRAPPED TO PREVENT HORIZONTAL AND VERTICAL MOVEMENT DUE 70 SEISMIC MOVEMENT. D. VENT TO OUTSIDE AIR. 22. CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF WATER, ELECTRICAL, GAS, TELEPHONE AND TELEVISION COMPANIES TO VERIFY AVAILABLE FACILITES TO ESTABLISH TEMPMARY FACIUMS. 23, THE SUB-CDNTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERM17S AND FEES REQUIRED. NOT NORMALLY COVERED BY THE BUILDING PERMITS. 24, ME GENERAL CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM EXCESSIVE NOISE, DUSTT, DIRT AND TIRE HAZARDS. 25. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT IS FIRST OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 26. THE BUILDING INSPECTOR SHALL BE NOTFIED .NST PRIOR TO START OF CONSTRUCTION. 27. THE CONTRACTOR SHALL PROVIDE A TEMPORARY TOILET FACILITY. 28, THE CONTRACTOR SHALL PROVIDE A PEDESTRIAN PROTECTION FENCE IF REQUIRED BY LOCAL CODES 29. ALL FENCES REQUIRE SEPARATE BUILDING PERMIT. 30, ALL SPACES FOR TOILETS SHALL BE A MINIMUM OF 2'-6- (CLEAR), 31, ME CONTRACTOR 15 TO OBTAIN APPROVAL FROM ME STREET SUPERINTENDENT FOR REMOVAL OF TREES IN ME PUBUC WAY (IF ANY). 32. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM PARKS AND RECREATION PRIOR TO REMOVING ANY INDIGENOUS TREES ON PROJECT AREA (IF ANY). 33. ALL NAILING, ELECTRICAL, PLUMBING, LATH AND PLASTER SHALL CONFORM TO LOCAL CODES. 34. ALL EXTERIOR WALL COVERINGS SHALL BE APPLIED OVER WATERPROOF FELT AS PER LOCAL CODE. 35. CONCRETE SHALL BE: I PART CEMENT, 3 PARTS SAND, 4 PARTS ROCKS. MACHINE MIXED, 36. TESTING: ALL CEMENT AND LUMBER SHALL BE TESTED AS REQUIRED BY CODE 37. ALL GALVANIZED IRON USED TO BE NOT LESS THAN 26 GA. (UNLESS NOTED). 38. CONNECT BUILDING TO ALL PUBLIC UTILITIES 39. ONE HALF OF THE REQUIRED WINDOW AREA IN EVERY ROOM SHALL BE OPERABLE. 40. PROVIDE 3' MINIMUM MICK CONCRETE SEPARATION BETWEEN WOW AND ANY EARTH. 41. PROVIDE FIRE STOPS AT EACH FLOOR LINE, 42. SHOWER AREAS SHALL BE FINISHED WITH A MINIMUM HEIGHT OF Wa ' WITH A NON-ABSORBENT SURFACE OF CEMENT TILE OR APPROVED EOUIVAIENT MATERIALS USED IN SUCH WALLS BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. ME EQUIVALENT MATERIALS SHALL BE APPROVED BY ME ARCHITECT BEFORE THE INSTALLATION OF SUCH ALTERNATES. 43, ALL GAS HEATERS TO BE VENTED AND INSTALLED PER LOCAL CODES. 44. NO DOORS SHALL SWING IN FRONT OF WALL HEATERS OR HOT REGISTERS, 45. PROVIDE 6' CLEARANCE ON ME SIDES, BACK, FRONT AND CEILING OF FURNACE. 46. CONTRACTOR SHALL PROVIDE ALL NECESSARY UTILITIES 70 ALL APPLIANCES, WATER HEATER, HVAC UNITS, ETC. 47. CONTRACTOR SHALL APPLY ADHESIVE TO ME TOP OF EACH JOIST AND BLOCKING BEFORE NAILING PLYWOOD FLOORING. 48. TILE WORK SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS AND INSTRUCTIONS OF THE CERAMIC TILE INSTITUTE. 49. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR ME SAFETY ON THE JOB SITE. THESERESPONSIBILI TIES ARE INTENDED TO BE AND ARE 70 REMAIN SOLELY THOSE OF ME GENERAL CONTRACTOR. 50. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT ME VIOLATION OF ANY SECTION OF ME BUILDING CODE OR OMER CITY ORDINANCE OR STATE LAW. 1.35 AC 1.35 AC. = 58,806 SF. 1 307, = 17,642 SF. PER SEC. 22.011.040. RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT STANDARDS. RR ZONE, LOT SIZE MW. 1 AC. = 30 R OF LOT COVERAGE TO BE ALLOWED. CONTACT INFORMATION OWNER: NA, YOUNG NOON & NA, HYE-WON 23728 RIDGE LINE RD. DIAMOND BAR, CA 91765 P)702-375-3599 DESIGN / BUILD: SAMWON DESIGN / SAMWON CONSTRUCTION 2500 NLSHIRE BLVD, SUITE 1834 LOS ANGELES CA 90057 P) 21.3-384-7545 F) 213-384-1546 ATTN: RACHEL CHOI (rachel@somwongroup.com) STRUCTURAL ENGINEER: LEE & LEE STRUCTURE ENGINEERING INC. 3550 WILSHIRE BLVD. SUITE @480 LOS ANGELES CA 90010 P) 213-351-0034 F) 213-368-0034 ATTN: SANG LEE, S.E./ PRESIDENT SURVEY: RB ENGINEERS, INC. / RESUR BONGOLAN LAND SURVEYING/BUILDING DESIGN CIVIL/STRUCTURAL/FORENSIC ENGINEERING 2139 PINECREST DR. ALTADENA, CA 91001, USA PHONE: +1 625-794-3704, FAX: +1 626-628-1859 CELL: +1 213-435-2521 MECHANICAL ENGINEER ( TITLE -24) N R G COMPLIANCE Inc www. N RGCU o I ion ce. com SANTA ROSA, CA. TEL (707)237-6957 E-MAIL : moriDBnrgCDmplimce.com ATTN: MARIO BERTACCO PROJECT DATA LEGAL DESCRIPTION TRACT NO 30091 LOT 83, DIAMOND BAR, CALIFORNIA APN H : 8713-032-011 • PROJECT : NEW 2 STORY (WITH BASEMENT) SINGLE FAMILY RESIDENCE. W/ ATTACHED 3 -CAR GARAGE • JOB ADDRESS: 23728 RIDGE UNE RD. DIAMOND BAR, CA. 91765 • PROJECT/WORK DESCRIPTION : 8,573 SF OF UMNG AREA + 248 SF OF OPEN SPACE AREA + 51 SF OF COVERED FRONT PORCH + 6DO SF OF NEW GARAGE = TOTAL 9,472 SF OF 14EW CONSTRUCTION WITH NEW LANDSCAPE. • PIN: BASEMENT IST FLOOR 2ND FLOOR TOTAL AREA REMARK (E) LIVING AREA (TO BE DEMOLISHED) - 2,547 SF - 1,280 SF - 3,827 SF : TYPE V -B (E) GARAGE (TO BE DEMOUSHED) - 650 SF • LOT AREA: - 650 SF • LOT WIDTH: PROPOSED NEW LIVING AREA 2,109 SF 3,837 SF 2,627 SF 1) 8,573 SF NET LIVABLE AREA PROPOSED NEW OPEN SPACE AREA ( SEE BUILDING AREA TABULATION FOR MORE DETAIL ) 24B SF 248 SF AREA INCLUDED TD TDTAL AREA PROPOSED NEW COVERED FRONT PORCH 51 SF ACTUAL HEIGHT 32'-4' (SEE A-3.0 /O: NORTH -FRONT ELEVATION) 2) 51 SF • REQUIRED SETBACK: PROPOSED NEW GARAGE 600 SF FRONT YARD 30' 30' 3) 600 SF SIDE YARD 15' ON ONE SDC. AND IG 011 T£ OI ER SIDE. COUPLED REQUIREMENT SUB TOTAL 2,109 SF 4,488 SF 2,875 SF 9,472 SF TOTAL • PARKING 1 (ABOVE GRADE 9,472 SF : 7,321 SF) NFPA 13D SYSTEM WILL BE PROVIDED. (SEPARATE PERMIT) LDT COVERAGE I)+2)+3)=.j.224_SFZ 58,806 SF OF LOT AREA = 157 x 30% (17,642 SF)MAX'c. 1.35 AC 1.35 AC. = 58,806 SF. 1 307, = 17,642 SF. PER SEC. 22.011.040. RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT STANDARDS. RR ZONE, LOT SIZE MW. 1 AC. = 30 R OF LOT COVERAGE TO BE ALLOWED. CONTACT INFORMATION OWNER: NA, YOUNG NOON & NA, HYE-WON 23728 RIDGE LINE RD. DIAMOND BAR, CA 91765 P)702-375-3599 DESIGN / BUILD: SAMWON DESIGN / SAMWON CONSTRUCTION 2500 NLSHIRE BLVD, SUITE 1834 LOS ANGELES CA 90057 P) 21.3-384-7545 F) 213-384-1546 ATTN: RACHEL CHOI (rachel@somwongroup.com) STRUCTURAL ENGINEER: LEE & LEE STRUCTURE ENGINEERING INC. 3550 WILSHIRE BLVD. SUITE @480 LOS ANGELES CA 90010 P) 213-351-0034 F) 213-368-0034 ATTN: SANG LEE, S.E./ PRESIDENT SURVEY: RB ENGINEERS, INC. / RESUR BONGOLAN LAND SURVEYING/BUILDING DESIGN CIVIL/STRUCTURAL/FORENSIC ENGINEERING 2139 PINECREST DR. ALTADENA, CA 91001, USA PHONE: +1 625-794-3704, FAX: +1 626-628-1859 CELL: +1 213-435-2521 MECHANICAL ENGINEER ( TITLE -24) N R G COMPLIANCE Inc www. N RGCU o I ion ce. com SANTA ROSA, CA. TEL (707)237-6957 E-MAIL : moriDBnrgCDmplimce.com ATTN: MARIO BERTACCO PROJECT DATA LEGAL DESCRIPTION TRACT NO 30091 LOT 83, DIAMOND BAR, CALIFORNIA APN H : 8713-032-011 • PROJECT : NEW 2 STORY (WITH BASEMENT) SINGLE FAMILY RESIDENCE. W/ ATTACHED 3 -CAR GARAGE • JOB ADDRESS: 23728 RIDGE UNE RD. DIAMOND BAR, CA. 91765 • PROJECT/WORK DESCRIPTION : 8,573 SF OF UMNG AREA + 248 SF OF OPEN SPACE AREA + 51 SF OF COVERED FRONT PORCH + 6DO SF OF NEW GARAGE = TOTAL 9,472 SF OF 14EW CONSTRUCTION WITH NEW LANDSCAPE. • PIN: TTHEE2014 EDITION OF COUNTY OF LOS ANGELES BUILDING CODE, • APN: 8713-032-011 • Z014E : RR (MINIMUM LOT AREA/ 1 AC.) • OCCUPANCY TYPE : R-3 • CONSTRUCTION TYPE : TYPE V -B • STORIES 2 w/ BASEMENT • LOT AREA: 1.35 AC = 58,806 SOFT. • LOT WIDTH: 146.48' (N)(=105.42+41.06')/ 72.92' (S) / 499.48'(W) / 514.87' (E) • LOT COVERAGE: 15.7 % SEE AREA TABULARGN • MAX. LOT COVERAGE: 30 R PER SEC. 2208.040 - RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT, TABLE 2-4 PLAN ( SEE BUILDING AREA TABULATION FOR MORE DETAIL ) • HEIGHT LIMIT: 35'-0' MEASURED FROM THE LOWEST ADJACENT GRADE - ELEVATIONS NEXT TO THE EXTERIOR WALL TO THE HIGHEST POINT OF THE BUILDING. 0 -DO ACTUAL HEIGHT 32'-4' (SEE A-3.0 /O: NORTH -FRONT ELEVATION) • EXISTING BUILDING HEIGHT : 24'-5" ( FROM FINISHED GRADE TO TDP OF ROOF) • REQUIRED SETBACK: REQUIRED PROVIDED FRONT YARD 30' 30' SIDE YARD 15' ON ONE SDC. AND IG 011 T£ OI ER SIDE. COUPLED REQUIREMENT BUT NOT IE55 MI 25' BCTX£01 SVXWRES SEE SITE PLAN DI AILDRINI PARCDS REAR YARD u' IT TIE PRCPIMY WE OR GUIDABLE PAD 25' FROM THE BUILDABLE PAD O! A DESCOMIG SLOPE M EEM 6 APPUCAOIt • PARKING 1 3 CAR GARAGE • FIRE SPRINKLER : NFPA 13D SYSTEM WILL BE PROVIDED. (SEPARATE PERMIT) CIVIL ENGINEER : TTHEE2014 EDITION OF COUNTY OF LOS ANGELES BUILDING CODE, TRITECH ENGINEERING ASSOCIATES. RESIDENTIAL CODE (R), TABLE (T), PLUMBING CODE (PC), MECHANICAL 135 N. SAN CABR10. BLVD. SAN GABRIEL, CA. 91175. CODE (MC), ELECTRICAL CODE (EC), BUILDING CODE MANUAL (BCM), 2012 PHONE: +1 626-570-1918 NATIONAL DESIGN SPECIFICATIONS (NDS), 2008 AF&PA SPECIAL DESIGN FAX: +1 526-737-8786 PROVISIONS FOR WIND AND SEISMIC (SDPWS), 2010 MINIMUM DESIGN LOADS ATTR: JOHN WANG FOR BUILDINGS AND OTHER STRUCTURES INCLUDING SUPPLEMENT NO. i (ASCE7), ACI 318-11, TMS 402-11, TMS 602-11, RISC 360-10, RISC EXISTING SITE PICTURES 341-10, AISI S 100-07/S2-10. `� KEYPLAN IN SHEET INDEX ARCHITECTURAL A-0.0 GENERAL NOTES, PROJECT DATA SURVEY SURVEY A-1.0 URUZATIDN MAP A-1.Oo PROPOSED SITE PLAN A-1.Ob DETAILED SITE PIAN Aloc EXISTING SITE PICTURES A-20 PROPOSED /BASEMENT LEVEL FLOOR PLAN A-2.1 PROPOSED /1ST FLOOR PLAN A-2.2 PROPOSED /2ND FLOOR A-23ROOF PLAN A-3.0 ELEVATIONS A-3.1 ELEVATIONS GRADING 0 -DO CONCEPTUAL GRADING PLAN 0-00 SLOPE ANALYSIS LANDSCAPE LC -1 LANDSCAPE PLAN LP -i PLANTING PLAN LP -2 PLANTING DETAILS U-1 IRRIGATION PLAN U-2 IRRIGATION DETAILS vm[e7mao 2500 WILSHIRE BLVD. 1,834 LOS ANGELES, CA 90057 T:2T3-384-7545 F:213-384-7546 REVISIONS NO. DATE REMARK DATE 11-03-2015 DRAWN RC CHECKED PROJECT NAME 0 Lu J V C a m �- J G O OLjL U) W Md 2 N _'njj w v �W 2E�/� A L V/ r SHEET TITLE GENERAL NOTES & PROJECT DATA SHEETNO. ®n PROJECT NO. Survey Abbreviations: \ AC Asphaltic Concrete FG Finish gradeSurvey Notes: ASSMD Assumed PKWY Parkway 2 FH Fire Hydrant PL Property Line 1. All information shown on the drawings is given as the best present knowledge \ � BK Book FL Flow linePM Punch Mark and performed within generally accepted engineering practice but without guarantee of accuracy. Where actual l conflict with the drawings, They shall be reported BLDG Building FND Found PP r x \ Power Pole proper rev to the engineer so that the proper revisions may be made. BM Benchmark FS Finish surface BOB Basis of Bearings PROP Property 9 GP Guard Post 2. Establishment of contour: Contouring Is the graphical representation of g PVMT Pavement 2� BOB Bottom of Slope GTE General Telephone constant elevation Ines that are interpolated extrapolated between actual field BRNG Bearing H Height R Radius measured elevations or map elevations and should ould not be Interpreted as precise \ BT Bottom of trench RAD Radial ground conditions, only an Infinite number of field measurements would represent HND Handhole such precise conditions, which obvious) are not possible. The number of such held r \mss RCE Registered Civil Engineer P Y BW Back of Walk INT Intersection measurements are therefore limited e scope and Intent of the m RET Retaining fd tthresulting 9 me P \ r CEFB City Engineer Field Book IP Ion pile 3. The design of structural elements, I.e., retaining wall, soldier Iles, friction Iles 03 RS Record of Survey s 9 P P % ji COEFB County Engineer Field Book L Length and grade beams shall be field verified prior to adoption of final design d1 CL Centerline LA Landscape Area SFD Single Family Dwelling v CLF Chain Link Fence LP Li ht ole SSMH Sanitary Sewer Manhole 4. Boundary descriptions were obtained from Tract No. 30091, M.B. 789-51-75, \ \ 9 P absent of Grant Deed & Title Report. For bounds determination, refer to "Comer S/WALK Sidewalk P boundary CMU Concrete Masonry Unit LS land Surveyor Record" survey map to be filed with the County of LA Survey Division. CONC Concrete L & T Lead and Ta TC Top of Curb Tag TCH Top of Channel 5. Bench Mark: Elev =1,162.691 feet, BM # G 4626, OTTERBEIN (2005) COR Corner MB Map Book DPW SM TAG IN S CB 300MM(1 FT) E/O BCR @ BE COR GRAND AVE & SHOTGUN LN (EXIT) CS Commercial Sign MBX Mail Box TOS Top of Slope DEG Degrees MEA Measured TSP Traffic Signal Pole \ TSV Traffic Signal Vault a► DIA Diameter MH Manhole TT To of trench SURVEY ABBREVIATIONS: Aa DIST Distance MNMT Monument p 49g• "$, � � U DN Down N'LY Northerly TW op Wall R1 TRACT 30091, M.B. 789-51-75 p Typical DWY Driveway NL Nail OR Official Records WF Wood Fence (E) Existing (E'LYE)Easterly O/H Overhang WIF Wrought Iron Fence ELEV Elevation CIS Offset WKWY Walkway f9. WM Water Meter ENC Encroachment PA Planter Area N N EP Edge of Pavement PB Pipe Bollard NoNN n j'+= a `� • o PG Page d, R1 2 P 80 38p32'01 d . a t� g. A P N' i m y P J ibbtt t , N 0A KR � \� `} • " a' � l: \ 9 � IN p6p\ G Q�' 1 t o R 11 11 13 O� J q a = T 3 1 N^ i R 51A.B7' A 01 A 713 3 a \ o I , 4 '� fD LOT 82,81_p10 ' APN.87X3.032 UU1L%rW%PH1 R' #Ekff MA , , �i -�4 1"=20' NORTH v mV� .� •N � O L1 H d =p H PH3j I l'%14' PbH� yl �tg fie gsg�y8�i7� s nE8°awv ����y8�99 yEP tit i z � > Z K azo a� N an O '�% � ❑ O W z K 0m0 wa &a D O rc W U N iy 0 C-1.0 0 DATE: 04-22-15 SCALE: 1-2V JOB: RB15.11 SITE ADDRESS: 23720 RIDGE LINE RD. DIAMOND BAR, CA MISS APN: 8713-032-011 TITLE OF SHEET: TOPOGRAPHIC SURVEY MAP SHEET OF SHEETS .caz' BUILDING: 1 AWN ARFA GOD SAMWON •�yleffillmiillr" 2500 WILSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 REVISIONS NO. DATE REMARK DATE 11.03-2015 DRAWN CHECKED APPROVED PROJECT NAME 07/02/2015 RC V J W U Q ED r O Z O O LL K W N w O W //� N Z V) N SHEETTITLE SITE UTILIZATION MAP SHEET NO. -1. PROJECT DATA LEGAL DESCRIPTION TRACT NO 30091 LOT 83, DIAMOND BAR, CALIFORNIA APN # : 8713-032-011 O PROJECT : NEW 2 STORY (WITH BASEMENT) SINGLE FAMILY RESIDENCE 211D FLOOR W/ ATTACHED 3 -CAR GARAGE O JOB ADDRESS : 23728 RIDGE LINE RD. DIAMDND BAR, CA 91765 O PROJECT/WORK DESCRIPTION : 8,624 SF OF LIVING AREA + 248 SF OF OPEN SPACE AREA + 600 SF OF NEW GARAGE - 1,280 SF = TOTAL 9,472 SF OF NEW CONSTRUCTION WITH NEW LANDSCAPE O PIN: (E) GARAGE (TO BE DEMOLISHED) e APN: 8713-032-011 O ZONE : RR (MINIMUM LOT AREA/ I AC.) O OCCUPANCY TYPE : R-3 O CONSTRUCTION TYPE : TYPE V-8 O STORIES 2 w/ BASEMENT O LOT AREA: 1.35 AC = 58,806 SOFT. O LOT WDM: 146.48' (N) (=105.42+41.06')/ 72.92• (S) / 499.48(W) / 514B7' (E) O LOT COVERAGE: 15.7 X SEE AREA TABULATIDN O MAX LOT COVERAGE 3D X PER SEC. 2208.040 - RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT, TABLE 2-4 \ ( SEE BUILDING AREA TABULATION FOR MORE DETAIL ) O HEIGHT UMIT: 35'-0' MEASURED FROM THE LOWEST ADJACENT GRADE - 3) 600 SF NEXT TO THE EXTERIOR WALL TO THE HIGHEST POINT OF THE BUILDING, SUB TOTAL ACTUAL HEIGHT 32'-4' (SEE A-3.0 /& NORTH -FRONT ELEVATION) O EXISTING BUILDING HEIGHT : 24'-5' ( FROM FINISHED GRADE TO TOP OF ROOF) O REQUIRED SETBACK: REQUIRED PROVIDED TOTAL FRONT YARD 30' 30' (ABOVE GRADE SIDE YARD 15' al SHE RDE. NO HY OR PIE ORIF R SIDE COMPILED REQUIREMENT F) 213-384-7546 PHONE: +1 626-794-3704, ATTN: RACHEL CHOI (rachei0somwongroup.com) FAX: +1 626-628-1859\ CELL +1 213-435-2521 60 IOT MSS INNI 25 BOKEN STRUCIMES SEE SITE PLAN BN ADJJim10 PARCELS 1)+2)+3)= 9,224 SF/ 58,806 SF OF LOT AREA - 18.7 Z REAR YARD 2V TROT PIE PROPERTY IFIE ER BU4DARE PAI 25' FROM THE BUILDABLE PAD yyyl g64 / \. Bt'•�.-' ON A DESWOWG SLOPE W1101EY01 R N771CARL O PARKING : 3 CAR GARAGE • FIRE SPRINKLER : NPPA 130 SYSTEM WALL BE PROVIDED. (SEPARATE PERMIT) • SMOKE ALARMS : SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WRING PROVIDED THAT SUCH WRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WIN A BATTERY BACKUP. RESIDENTIAL CODE R314.4 w n J N z BUILDING AREA TABULATION PROJECT LOCATION .Ob _ 3 iC r' ••• 17,642 SF = MAX. ALLOWABLE FLOOR AREA CALCULARON1.35 AC 1.35 AC. = 58,806 SF. v 3119 = 17,842 SE BASWFJ17 IST FLOOR 211D FLOOR TOTAL AREA REMARK (E) LIVING AREA (TO BE DEMOLISHED) - Z547 SF - 1,280 SF - 3,827 5F O \ (E) GARAGE (TO BE DEMOLISHED) - 650 SF - 650 SF \ = \ PROPOSED NEW LIVING AREA 2,109 SF 3,837 SF 2,627 SF I) 8,573 SF NET LIVABLE AREA PROPOSED NEW OPEN SPACE AREA 248 SF 248 SF ARTA DIMMED 70 iDTAL AREA PROPOSED NEW COVERED FRONT PORCH 51 SF NA , YOUNG HOCM k NA, HYE-WON SAMWON DESIGN / SAMWON CONSTRUCTION RB ENGINEERS, INC. / RESUR BONGOLAN 2500 2) 51 SF \ PROPOSED NEW GARAGE 6D0 IF \ 3) 600 SF SUB TOTAL 2,109 SF 4,488 SF 2,875 SF 9,472 SF TOTAL (ABOVE GRADE 9,472 SF : 7,321 SF) F) 213-384-7546 PHONE: +1 626-794-3704, ATTN: RACHEL CHOI (rachei0somwongroup.com) FAX: +1 626-628-1859\ CELL +1 213-435-2521 LOT COVERAGE 1)+2)+3)= 9,224 SF/ 58,806 SF OF LOT AREA - 18.7 Z 30% (17,642 SF)MA%— PROJECT LOCATION .Ob _ 3 iC r' ••• 17,642 SF = MAX. ALLOWABLE FLOOR AREA CALCULARON1.35 AC 1.35 AC. = 58,806 SF. v 3119 = 17,842 SE \ L PER SEC. 22.08040. RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT STANDARDS z r✓ \ O \ RR ZONE. LOT SIZE ION. 1 AC. - 30 % OF LOT COVERAGE TO BE ALLOWED. \ = \ CONTACT INFORMATION \ sa y `\ o Sg \ \ \ OWNER: DESIGN / BUILD: SURVEY: NA , YOUNG HOCM k NA, HYE-WON SAMWON DESIGN / SAMWON CONSTRUCTION RB ENGINEERS, INC. / RESUR BONGOLAN 2500 \ 11o. -in \ WTLSHIRE BLVD. SUITE #83423728RLAND SURVEYING/BUILDING DESIGN LINE RDLOS ANGELES CA 90057 . CML/STRUCTURAL/FORENSIC ENGINEERING \ DIAMOND DIAMONDD BAR, CA 91765 P) 213-384-7545 2139 PINECREST DR. ALTADENA, CA 91001, USA P)702-375-3599 F) 213-384-7546 PHONE: +1 626-794-3704, ATTN: RACHEL CHOI (rachei0somwongroup.com) FAX: +1 626-628-1859\ CELL +1 213-435-2521 1` 4$! yyyl g64 / \. Bt'•�.-' _ 1 \. \ \ 4 0 '\ \ 099 • �\v� S '�_ �"",, A A 11 J � y \ N 31 \ \e-^ 9101 N d d o a e - z E o E \ \ �\ `? \ \ Ag9e t4 „• \ C SLA ,ts\ t\ \ \ � \ r \ '•`•". ^"".sir` �"`Sw"`. � � \ d i ` 0 - - - _ �_g\\ nd + -"M CNH -- _ - 13 3" - --- - - - - - �= 1 o \ o OQ a- 514.87` 23 'Z 810 H L \ OLO-ZEO-EtL9Ndtl SITE PLAN 10' 5' 0 10• 20' N SCALE : i" = 20'-0" SCALE FEET ' NOTE' i THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. I _�'1111�/�:fq 2500 VBLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 REVISIONS NO. DATE REMARK 1"1-ub-Zu7a DRAWN CHECKED PROJECT NAME 07/02/2015 RC Z J W IO Q M. z _ o QG �Ie�7r R w N W Z N J LU W m V5��N SHEETTFELE SITE PLAN, PROJECT DATA AND BUILDING AREA TABULATION SHEETNO. -1.0a ' I o THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. [ I �^� I _ m SMDKE ACARUS SMOKE ALARHS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDEDocc THAT SUCH PARING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EOVIPPEO WITH A BATTERY BACKUP. RESIDENTIAL CODE 8314A 119q 1190 BALL FIRE HYDRANT SHALL 6-X4-4-1/2-, BRASS OR BRONZE, CONFORMING TO SAMWON I AMERICAN WATER WORKS ASSOCIATION STANDARD C503, or APPROVED EQUAL, »9�AND SHALL BE INSTALLED IN ACCORDANCE WITH THE COUNTY OF LOS ANGELES 'i192--- _---- —�—^ FIRE DEPARTMENT. DESIGN INC. 2500 WILSHIRE BLVD. #834 1194 _— — 194 o ROOF VALLEY FLASHING SHALL BE NOT LESS THEN 1.019 -INCH LOS ANGELES, CA 90057 (N0. 26 GALVANIZED SHEET GAGE) CORROSION -RESISTANT METAL INSTALLED I �.-----"-"""�--- T; 213-384-7545 OVER MINIMUM 36 -INCH WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF F:213-384-7546 [ 11 1{96------I-- N0. 72 ASTM CAP SHEET MEENNG RUNNING THE 705 LENGTH OF THE VALLEY. i 48_). RESIDENTIAL CODE 8327.5.3 AND BUILDING CODE 705A.3. 98 VI DED WITH A MEANS 70 PREVENT THE 1196 \ ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER, ' ZOO RESIDENTIAL CODE R 327.534 AND BUILDING CODE 705A.4 ^',""' rJe EW TERRACED REtAl111NG-WAti pve4 ••�N Daa�� ' (/STDCESRN.) T 3 R' T *CLEARANCE OF DRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED I �_ GRADING PUN FOB PER FIRE CODE 325. 1 \ IN" NDRE DE {SLOPE BETVREN 1200 ,!e AA�- EIDEE (V MAX/S U PEixi$9 WALE: ETAIMNC WALLS• Ti \ 0CLEARANCE OF BRUSH AND VEGETATIVE GROWTH SHALL BE MAINTAINED rc sGE_uewxcv[A'N 'OR +I PER FIRE CODE 325. ORE 1202 OEiARS _ 12�L/ 1'10'1 A REVISIONS 4= ` .i - _ > NO, DATE REMARK EpSRFE NC NCE 120 .L1•`- 6 _ twlG PAVFR- `\ _ _\ F, i BER OVE TO BE RGMAiED - nI,R[r -' [D e[fUDmoxm T BN � m ' E T • nE-rnrE <—qgq— / ' � I I '33'- ❑❑❑❑ ADJACENT ,,,,,,,,,,,,,,,,, , /, / / // ❑ENREYpvaED �A / 0 �1 / DALE 11-03-20'(5 PROPERTY / �/j / �y-------- EW EDED WAM j/%, � 0" j//%`wrt ❑ I INE A GE NDGNt of A FFxcE �/j / DRAWN / u DR WA SNA t NOT EXCEED THE / // I -I MAIBuU HEI iALLOWED. / / CHECKED //////// �''i / j 0[FEM04ID TA /// / / / / IGSEINC BIRLENG UNE / % / / . I I 1 7 0- �// APPROVED / �i//�///i:.. i�� /'//, ra aa;• r I �� II lI I _ �I i` ) ..:)�I_ A .TER n �/ I..� PROJECT NAME L---+---IJ- ADJACENT Y SI (VIEW) STOIC SIN( 07/02/2015 j ,// j/ j////// p (5•-4. Ac; li 1-.�.-i. .. ....... - r L (6 )�REO'0 _7- i,/. PROPERTY .II. _ _ NCE V Y, ' IC c 23 / ii /% /// /.� RC FAMILY RESIDE I A i NO NBIOR N [£ERIE FflOLLM /H["R EqI TO '"RfEEI i y /./%/ PROPER (SEE A3.0 ELEV. FDR uwiE IfETAR) A" i co /i% I IBB[ P[N v[D 1 / a�ttu F_ - - --I 00 17 _ �� 3 -_ ."' I ----- _- - 14-6 N L ' i/� •,,,,. it 110'-B' u \ � - [ �- �/' /�//��/�/ ��:/�/., � •S C v co10111VCWAYVED � A C-_ I 1/ / i � "`� EA-$Eur',=UNE OY �r 01 'I ,NPCWNiflY FENCES- \ O' /Es' 1 [(m $ w / . ARE TD AUGN DJACENi 10'[r\Ldv P . "'� ,, 2. •' @ICES. r O- SOMRE OT'TNBB,ELOW EASEMENT UNE EASEMENT UNE W r •I R_ (� 1 . 42 •e OREEN B LT D$WENT 7/r;7'J' ?68 O PERHOA REOUL NON. %.�,,n'.'__----j'es�'i-__ _ m � D / �- yG z. ------ - Nci ----- de - - -. _ nsnxc EDGE of PAVEMENT � A<r'%' -' - - - -. _ 1 - �' -_-__- o __ -%-_-o ____ -______- Wool Nom------,s,s; ,;,�- i Asp � u- h 00 0 v' w a t!)Lij Z SPk£ wW 0 - E_ _ PRM�? a `tee Ly o PROPERTY UNE �� vev,% W N C7"I PROPERTY UNE i_PROPERttUNE _—_---_o -'—"---- L=124.75 --------- '>"% 373.42' " N 71 51 04 E (B.0. B.) SHEETTFRE RI GE LINE 41_ ROAD _ p v 105' -5 - DETAILED _ SITE PLAN H * — — — — — — — ao WAe,s; __- S .uL �c - - - - - - ---,[n urL -% SITE PLAN 1 --- 10' 5' 0 10' 20' ®1 ■ b SCALE : 1" = 10'-0" ,,,I i� SCALE FEET NORTH PROJECT NO. OUD SAMWON 2500 WILSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 Ea DATE 6-29-2015 DRAWN APPROVED PROJECT NAME 07/02/2015 RC z J to W U 4 m D J � � o 0 Lei- OR W Z N J w WZ m SHEET TITLE PROJECT SITE PICTURE SHEETNO. #4 -1.Oc PROJECT NO. NATURAL LIGHT AND VENTILATION REQUIREMENTS : NATURAL LiWj CALCULATION • R WIRED OPENING TOTAL OF BOTH AREA - 55D SF. + 237 SF. - 787 SP, 10X DF RE TOTAL FLOOR AREA (GULNOT LESS THAN 25 Sr,) -> 787 SF/ • 0.70 - 78 7 SF APO ARFO • GLAZED AREA (1) ATH .3'/ DDOR(8'H)+W1NDM - 33 Sr. (2) 1114 .4'/ WINDDW • 44 SF. (3) B'H A 283' . 4EA. SUDING DOOR SYSTEM - 90.56 Sr. - TDiAI f AND AREA " 1}A593 SF PROVI0E0 • 787 (A,EOUIRED) vs 134593 (ACTUAL PROVIDED) --> CODE ftEOUIflEMENT IS MET. CODE : 2014 CALIFORNIA BUILDING CODE 1205.2 NATURAL LIGHTING. TIE MINIMUM NET GLAZED AREA SHALL DE NOT LESS THAN 8 A OF THE FLOOR AREA OF THE RWM SERVER, FOR TIE PURPOSE OF NATURAL LIGHTING. ANY ROOM 15 PERMITTED 70 BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHERE ONE-HALF(50X) OF AHE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1/ 10 (10%) OF THE FLOOR AREA OF INE INTERIOR ROOM OR 25 SF., WHICHEVER GREATER. DESIGN REOUIR MENTS 5D I. SHOW LOCATION(S) OF INTERCONNECTED HARD -WIRED •SMOKE ALARM* MTN BATTERY BACKUP IN THE FOLLOWING: (R314) r I v A. IN EACH SLEEPING ROOM, 0. OUTSIDE OF EACH SEPARATE SUEP114G AREA IN THE IMMEDIATE VICINITY OF THE BEDRDOMS C. PROVIDE A NOTE -SMOKE ALARM SHALL BE INTERCONNECTED HARD -WIRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE YAM 14FPA 72.' 0. SMOKE ALARMS 91ALL BE TESTED & MAIIITA114ED IN ACCORDANCE "IN MANUFACTURER INSTRUCTIONS SMOKE ALARMS SHALL BE REPLACED AFTER ID YEARS FROM THE DATE OF MANUFACTURED MARKED ON PIE UNIT. (11314.3.2) E CONVENTIONAL IONIZATION SMOKE ALARMS THAT ARE SOLELY BATTERY POWERED SHALL BE EQUIPPED WADI A 10 YEAR BATTERY AND HAVE A SILENCE FEATURE (R314.3.3) 2. FOR BUILDINGS WITH FUEL -BURNING APPLIANCES AND/OR ATTACHED GARAGES, PROVIDE A7 APPROVED CARBON MONOXIDE ALARM AT: (R315J) A OUTSIDE OF EACH SEPARATE SEEPING AREA IN THE IMMEDIATE MC1140 OF THE BEDROOMS 8, PROVIDE A NOTE 'CARBON MONOXIDE ALARM SHALL 8E INTERCONNECTED HARD -WARD WITH BATTERY BACKUP.' C. BATTERY CARBON MONOXIDE ALARM IS PERMITTED IN EXISTING OWEWNG UNITS WHERE 140 CONSTRUCTION IS TAKING PLACE 3. (N/A) IN ANY INTERIOR AREA USED FOR CHARONG ELECTRIC VEHICLES, ELECTRIC EOUIPMONT SHALL BE ',. INSTALLED PER LOS ANGELES COUNTY ELECTRICAL CODE 4. FINISH MATERIALS INCWDING ADHESIVES, SEALANTS, CAULK, PAINTS & COATINGS, CARPET SYSTEMS ETC. SHALL MEET THE (VOC) EMISSION LIMITS PER CHAPTER 4 OF LOS ANGELES COUNTY GREEN BUILDING STANDARDS CODE. (R330) ® 5. COMBINATION SMOKE AND CARBON MONOXIDE ALARM WITH BATTERY BACK UP. 4,-0" I RNIRI LIGHT I I ll' -2" 7,-6" I Mm STO. 8106 43•-4" ' 68'-0" FIRE PROTECTION STANDARDS : 13-6 1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS. AND GLAZED OPENINGS "MIN EXTERIOR A. DEVELOPMENT SHALL BE CONSTRUCTED TO REDUCE TIE POTENTIAL FOR SPREAD OF DOORS SHALL MEET ONE OF THE FOLLOWING: BRUSHFIRE. 1. IN THE CASE OF A CONFLICT, WHERE MORE RESTRICTIVE PROVISIONS ARE CONTAINED IN B. GLASS BLOCK UNITS OR THE UNIFORM BUILDING CODE ON IN THE FIRE CODE. THE MORE RESTRICTIVE PROVISIONS C. HAVE A ME -RESISTANCE RATING OF NOT LE55 THAN 20 MINUTES, WHEN TESTED ACCORDING M NEPA SHALL PREVAIL 257 0R D. MEET THE PERFORMANCE STANDARDS OF SM 12-7A-2 2. ROOFS SHALL BE COVERED WITH NONCOMBUSTIBLE MATERIALS AS DERNED IN THE BUILDING CODE OPEN EAVE ENDS SHALL BE STOPPED IN ORDER TO PREVENT BIRD NESTS OR OTHER RESIDENTIAL CODE R327.19.2.1 AND BUILDING CODE 708A.2.1. COMBUSTIBLE MATERIAL LODGING WITHIN THE ROOF AND TO PRECLUDE ENTRY OF FRAMES. 000 2. EXTERIOR DOOR ASSEMBLIES SHALL MEET ONE OF THE FOLLDWNG: 3. EXTERIOR WALLS SHALL BE SURFACED WITH NONCOMBUSTIBLE OR FIRE-RESISTANT SAMWON MATERIALS, A. TE EXTERIOR SURFACE OR LUODWC SHALL BE OF NOIICCMBUSRBLE OR IGNITION -RESISTANT MATERIALDR 4, BALCONIES. PARD RDOFS, EAVES AND OTHER SIMILAR OVERHANGS SHALL BE OF DESIGN INC. NONCOMBUSTIBLE CONSTRUCTION OR SHALL BE PROTECTED BY FIRE-RESISTANT MATERIAL IN LESS_ - - COMPLIANCE WIN THE BUILDING CODE. 2500 MLSHIRE BLVD. #834 TA C. MINIMUM 20 MINUTE FIRE RESISNCE RATING WHEN TESTED ACCORDING TO NFPA 252 OR LOS ANGELES, CA 90057 CODE : 2014 CALIFORNIA BUILDING CODE 1203.4 NATURAL VENTILATION 1203.4.1 VENTILATION AREA REWIRED, 0. CONFORM TO PERFORMANCE STANDARD SN 12-7A-1 RESIDENTIAL CODE R327.9.3 AND BUILDING CODE 709A.3. 8. ALL DEVELOPMENT SHALL BE CONSTRUCTED WITH ADEQUATE WATER SUPPLY AND PRESSURE FOR ALL PROPOSED DEVELOPMENT IN COMPLIANCE RAN STANDARDS ESTABLISHED BY THE FIRE MARSHAL C. A PERMANENT FUELS AREAATA SHALL BE DEVELOPMENT T:213-384-7545 F: 213-384-7546 WHERE ROOMS AND SPACES WITHOUT OPENINGS TD THE OUTDOORS ARE VENTILATED TIiflWCM AN ADJOINING ROOM, THE OPENING TO THE ADJOINING ROOMS SHALL BE UNOBSTRUCTED AND SHALL HAVE AN AREA NOT LESS THAN 8 PERCENT OF TIE FLOOR AREA OF THE INTERIOR ROOM OR SPACE, BUT NOT LESS THAN 25 SQUARE FEET 2.3 M2). ( AREA TO THE OUTDOORS SHALL BE BASO ON THE THE MINIMUM AREA TOTAL iLOOR AREA BONG VENTILATED. (B) 3. ERE NY SURFACES. STAIR TREADS, SURFAC RISERS. AND LANDINGS OF BECKS, PORCHES, AND BALCONIES WHERE ANY PORRW OF SUCH SURFACE IS WITHIN 10 FEET OF TIE PRIMARY STRUCTURE SHALL COMPLY WITH ONE OF THE FOLLOWNG: A. IGNITION RESISTANT MATERIAL AND MEET SN 12-7A-4AND SO2 12-7A-5 OR 8. APPAOVD NGNCOM9USTIALF LONSTRVCTON OR C. ANY MATERIAL THAT COMPLIES WITI THE PERFORMANCE REQUIREMENTS Of 12 -7A -SIA WHEN ATTACHED EXTERIOR WALL COVERING 15 ALSO EITHER NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL OR TREQUIREDSEAROUND THEREOF T OR PORTIONS THEREOF THAT ARE ADJACENT OR IR POSED TO HAMS FUEL FORE A CAB FOR AREAS FOR THE PROPOSED OF FIRE PROTECTION. THE REQUIRED WIDTH OF THE FUEL HAZARD ANA AREA SHALL BE BASED ON THE FIRE M BUILDING AND FIRE CODES AND A FIRE NAZARO 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 VMICH THE CONDITION EXISTS TO CORRECT TME PROHIBITED CONDITION. IF 1HE OWNER FAILS TO CORRECT TIE CONDITION, THE COUNCIL MAY CAUSE THE ABATEMENT TO BE PERFORMER AND MAKE THE EXPENSE OF THE CORRECTION A LIEN ON THE PROPERTY UPON WHICH THE RAND NS EXIST. o _ era m. caY e-rvNq D. EXTERIOR FIRE RETARDANT TREATED WOOD CONSTRUCTION D. NEL MODIFICATION AREAS SHALL INCORPORATE SOIL EROSION AND SEDIMENT CONTROL RESIOENIIAL CODE 11327.9.1 AND BUILDING CODE 709A,3. MEASURES TO ALLEVIATE PERMANENT SCARRING AND ACCELERATED EROSION. m E. IF THE FIRE MARSHAL DETERMINES IN ANY SPECIFIC CASE THAT DIFFICULT TERRAIN, DANGER REVISIONS OF EROSION. OR OTHER UNUSUAL CIRCUMSTANCES MAKE STRICT COMPLIANCE WITH THE UNDESIRABLE OR IMPRACTICAL, THE FIRE MARSHAL MAY SUSPEND CLEARANCE OF VEGETAENT ME RE,TION Is CHAP CV DATE REMARK A ONO. FPENFORC 6AURD MAY BE REQUIRED INEME DESGNSIOFESTRUCTURES MERE OTE ( I ( SITE INVESTIGATIONS CON7RM POTENTIAL GEOLOGIC HAZARDS. .. i O; \ji\`iii 13'-11° ��[2Ri�C1■�!, � ' � o T-0" t F U ` PERMANENTLY AFFIXED LADDER (�\ SHALL BE EQUIPPED IF THE `f VERTICAL DEPTH GREATER THAN 44' LADOER SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12', SHALL PROJECT MIN. 3' FROM THE WALL & SHALL SPACED NOT MORE THAN 18 - ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE LIGHT WELL FLOOR LEVEL B1 PLAN 13'-6" SCALE : 3/16" = V-0" NOTE: THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. ' I DATE 11-03-2015 DRAWN RC F CHECKED I I I PROJECTNAME I I a� WALL LEGEND : NEW ONE HOUR PARTITION - INSULATED . NEW CEILING HEIGHT PARTITION OR INFILL NEW CEILING HEIGHT PARTITION OR INFILL - INSULATED 2- FURRED WALL EMMMMEMOM NEW CMU WALL 111. I J m LLJ U A m .. i O; \ji\`iii ��[2Ri�C1■�!, � ' � o t F W 1 N \OJ U' 1. ALL WINDOWS & SUDING CALSS DOOR ARE DOUBLE GLAZED W/ALUMN FRAME Lu PER T-24 ENERGY CALL. r Q 2 UGHT FIXTURE LOCATED IN SHOWERAREA SHALL COMPLY W/NEC, SECTION 410.4. FOR INSTAUAION IN WET LOCATION. SHEET TITLE 3. PROVIDE FLUORESCENT LIGHT IN KITCHEN AND BATH ROOMS AT LEAST 40 LUMENS ® I\ \\\\ , �n 4. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT USED AS A BASE FOR TLE OR WALL PANELS WET LOCATIONS OR AREAS SUBJECT TO VAPORS (AMC. 8130.43) BASEMENT - 5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON TH FUEL GAS FLOOR PLAN UNE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ON STRUCTURE CONTAINING THE FUEL GAS PIPING (PER ORDINANCE 171,874 -FOR WORK OVER 8/0,000.) 6. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT-CANDLE ("Lu.) SHEETNO. ]. ALL SHOWERS AND CUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/ THERISTATC MIXING TYPE VALVE U ` PERMANENTLY AFFIXED LADDER (�\ SHALL BE EQUIPPED IF THE `f VERTICAL DEPTH GREATER THAN 44' LADOER SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12', SHALL PROJECT MIN. 3' FROM THE WALL & SHALL SPACED NOT MORE THAN 18 - ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE LIGHT WELL FLOOR LEVEL B1 PLAN 13'-6" SCALE : 3/16" = V-0" NOTE: THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. ' I DATE 11-03-2015 DRAWN RC F CHECKED I I I PROJECTNAME I I a� WALL LEGEND : NEW ONE HOUR PARTITION - INSULATED . NEW CEILING HEIGHT PARTITION OR INFILL NEW CEILING HEIGHT PARTITION OR INFILL - INSULATED 2- FURRED WALL EMMMMEMOM NEW CMU WALL I J m LLJ U A m .�I_ J o O ULij K W 1 N GENERAL NOTES U' 1. ALL WINDOWS & SUDING CALSS DOOR ARE DOUBLE GLAZED W/ALUMN FRAME Lu PER T-24 ENERGY CALL. r Q 2 UGHT FIXTURE LOCATED IN SHOWERAREA SHALL COMPLY W/NEC, SECTION 410.4. FOR INSTAUAION IN WET LOCATION. SHEET TITLE 3. PROVIDE FLUORESCENT LIGHT IN KITCHEN AND BATH ROOMS AT LEAST 40 LUMENS PER WATT AS PER TITLE 24 MANDATORY MEASURES (TYR.) 4. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT USED AS A BASE FOR TLE OR WALL PANELS WET LOCATIONS OR AREAS SUBJECT TO VAPORS (AMC. 8130.43) BASEMENT - 5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON TH FUEL GAS FLOOR PLAN UNE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ON STRUCTURE CONTAINING THE FUEL GAS PIPING (PER ORDINANCE 171,874 -FOR WORK OVER 8/0,000.) 6. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT-CANDLE ("Lu.) SHEETNO. ]. ALL SHOWERS AND CUB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/ THERISTATC MIXING TYPE VALVE 8. ALL COLING AND ROOF ASSEMBLIES SHALL HAVE R -3D VALUE INSULATION (2X10 MIN.), ® t R-13 VALUE INSULATION ON ALL EXTERIOR WALLS (2X4 MIN.) AND R-11 VALUE IN ALL RAISED FLOORS OVER UNHEATED SPACES. 9. ELECTRICAL PLAN CHECK IS REWIRED IF SERVICE OR LOAD EXCEEDS 400 AMPS, 120/240 V PROJECT NO, SINGLE PHASE. ELECTRICAL PANEL SHALL NOT BE INSTALLED IN REWIRED SHEAR WALL DESIGN REQUIREMENTS SD I. SHOW LOCABON(S) OF INTERCONNECTED HARD -WIRED 'SMOKE ALARM' MIN BATTERY BACKUP IN THE FOLLOWNG: (R314) A'04 EACH SLEEPING RWM. B. OUT5IBE OF EACH SEPARATE SLEEPING AREA IN RIE IMMEDIATE VICINITY OF THE BEDROOMS C. PROVIDE A NOTE" 'SMOKE ALARM SHALL BE INTERCONNECTED HARD -GRED VAIN BATTERY BACKUP AND SHALL BE INSTALLED IN ACCORDANCE WAIN NFPA TV D. SMOKE ALARMS SHALL BE TESTED & MAINTAINED IN ACCORDANCE VAIN MANUFACTURER INSTRUCTIONS. SMOKE ALARMS SHALL BE REPLACED AFTER 10 YEARS FROM THE DATE OF MANUFACTURED MARKED ON THE UNIT. (R314.3.2) E CONVENTIONAL IONIZATION SMOKE ALARMS THAT ARE SOLELY BATTERY POWERED SHALL BE EQUIPPED WAIN A 10 YEAR BATTERY AND HAVE A SILENCE FEATURE. (R314.3.3) 2. FOR BUILDINGS VAIN FUEL-BURNNG APPLIANCES AND/OR ATTACHED CARACES, PROVIDE AN APPROVED CARBON MONOXIDE ALARM AT: (13315.1) A. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE MONITY OF THE BEDROOMS R PROVIDE A NOTE "CARBON MONOXIDE ALARM SHALL BE IN HARD-WRED MIN BATTERY BACKUP., C. BATTERY CARBON MONOXIDE ALARM IS PERMITTED IN EXISPNG DWEWHG UNITS WHERE N0 CONSTRUCTION IS TAKING PLACE. 3.(N/A)IN ANY INTERIOR AREA USED FOR DIARGNG ELECTRIC VDRCLES, ELECTRIC EQUIPMENT SHALL BE INSTALLED PER LOS ANGELES COUNTY ELECTRICAL CODE. 4. FINISH MATERIALS INCLUDING ADHESIVES, SEALANTS, CAULK, PAINTS & COATINGS, CARPET SYSTEMS ETC. SHALL MEET THE IVOC) EMISSION UMI1S PER CHAPTER 4 OF LOS ANGELES COUNTY GREEN BUILDING STA14DARDS CODE (R330) Q5. COMBINATION STROKE AND CARBON M0140ADE ALARM WIN BATTERY BACK UP. (1l DWELLING / GARAGE opening/penetration protection n DWELLING / GARAGE SEPARATION 133 _DWELLING/GARAGE OPENING/PENETRATION PROTECTION R3026 OWELUNG/GARAGE AND/OR CARPORT FIRE SEPARATION THE GARAGE AND/OR L OPENINGS PROTECTION.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED CARPORT SHALL BE SEPARATED AS REQUIRED BY TARS OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R THIS PROVISION AP FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND E 302.5. SGOES NOT PLY TO RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES (35 MM) GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. IN THICKNESS, SOLID OR HONEY COMB CORE STEEL DOORS NOT LESS THAN 1318; INCHES (35 MM) TABLE R302.6 DWELLING/GARAGE SEPARATION THICK, OR 20 -MINUTE FIRE -RATED DOORS, DOORS SHALL BE SELF-CLOSING AND SELF -LATCHING. SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM ALL HABITABLE ROOMS ABOVE NOT LESS THAN 5/8 -INCH TYPE X GYPSUM THE GARAGE OR CARPORT BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR -CEILING NOT LESS THAN A -INCH GYPSUM BOARD ASSEMBLIES USED FOR SEPARATION OR EQUIVALENT REQUIRED BY THIS SECTION EXCEPTION: WHERE THE RESIDENCE AND THE PRIVATE GARAGE ARE PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTIONS R309.6 AND R313, OTHER DOOR OPENINGS BETWEEN THE PRIVATE GARAGE AND THE RESIDENCE NEED ONLY BE SELF-CLOSING AND SELF -LATCHING. THIS EXCEPTION SHALL NOT APPLY TO ROOMS USED FOR SLEEPING PURPOSES, R3=. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. RJ62;5-3-OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R309.2 SHALL BE PROTECTED AS REQUIRED BY SECTION R302.1.1, ITEM 4, 104'-4" GENERAL NOTES: 1. ALL WINDOWS & SLIDING GALSS DOOR ARE DOUBLE GLAZED W/ALUMN FRAME PER T-24 ENERGY CALL. 2. LIGHT FIXTURE LOCATED IN SHOWER AREA SHALL COMPLY W/NEC, SECTION 410.4. FOR INSTALLAION IN WET LOCATION. 3. PROVIDE FLUORESCENT LIGHT IN KITCHEN AND BATH ROOMS AT LEAST 40 LUMENS PER WATT AS PER TIRE 24 MANDATORY MEASURES. (TYP.) 4. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT USED AS A BASE FOR TILE OR WALL PANELS WET LOCATIONS OR AREAS SUBJECT TO VAPORS (AMC. 8130.43) 5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON TH FUEL GAS UNE ON THE DOWN STREAM SIDE OF THE UNUTY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING (PER ORDINANCE 171,074 -FOR WORK OVER $10.000.) 6. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT-CANDLE (HLUX) 7. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE A PRESSURE BALANCE. THERMOSTARC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/ RIERISTATIC MIXING TYPE VALVE B. ALL CEILING AND BWF ASSEMBLIES SHALL HAVE R-30 VALUE INSULATION (2X10 MIN,). R-13 VALUE INSULATION IN ALL EXTERIOR WALLS (2X4 MIN.) AND R-11 VALUE IN ALL RAISED FLOORS OVER UNHEATED SPACES, 9. ELECTRICAL PUN CHECK IS REWIRED IF SERVICE OR LOAD EXCEEDS ADD AMPS, 120/24D V SINGLE PHASE. ELECTRICAL PANEL SHALL NOT BE INSTALLED IN REWIRED SHEAR WALL. FLOOR LEVEL F1 PLAN SCALE : 3/16" = V-0" NOTE, THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. 'vD_ WALL LEGEND : NEW ONE HOUR PARTITION - INSULATED NEW CEILING HEIGHT PARTITION OR INFILL NEW CEILING HEIGHT PARTITION OR INFILL - INSULATED 2" FURRED WALL NEW CMU WALL am SAMWON DESIGN INC. 2500 WILSHIRE BLVD. 8834 LOS ANGELES, CA 90057 T:213-384-7545 F.213-384-7546 REVISIONS DATE 11-03-2015 DRAWN RC CHECKED APPROVED PROJECT NAME J W n m C) 0 � k ga 0 W W z C4 J 7 0 n Lu �� N v/ r SHEETTTTLE 1ST FLOOR FLOOR PLAN SHEET NO. ® 2.1 PROJECT NO. 0 1 1 1 _SLIDER DOOR Noll 1 >:-r. •xa.•- <-,J-- '` _ __ -a_ -- � iii :i ■ alyl�%/////%/�,y51 SKY LIGHT 2 STORY ABOVE OPEN MR HALL "IIS • �� . 11 �,=:� � r • �� �����a� � .. • 't1�L CORRIDOR c k_ L<• . n •y-1v�` `a �� s�.��4�.�'�s "u�$i� =�6 m..q® $ • F SOLD) • TO BE FIRE (RESIDENTIAL CODE R302.5.) INTERIOR WALL'r: Ali (\/�\�\\ IMUNG (J AT EACH SIDE. FILL HEIGHT TO lt, n -5 _-$ c F03 I� �► IFOR OF FOOR/ ROOF ABOVE MORE BETAII _UNDERSIDE _ rll s � 71 r' r - s I MEN f-� 19719 01. ID m O O OKOO L-PERIJANEN Y AFFIXED "ODER SHALL 4 7 SHALL O 4 4 it HAVE AN INSIDE WIDTHOF AT LEAST 12% SHALL PROJECT MIN,3* FROM THE WALL & SHALL SPACED NOT MORE AN la" ON CENTERVERTICALLY FOR THE FULL HEIGHT OFTHE UGHT WELL1 FLOOR LEVEL F1 PLAN SCALE : 3/16" = V-0" NOTE, THE SOILS ENGINEER OF RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED. 'vD_ WALL LEGEND : NEW ONE HOUR PARTITION - INSULATED NEW CEILING HEIGHT PARTITION OR INFILL NEW CEILING HEIGHT PARTITION OR INFILL - INSULATED 2" FURRED WALL NEW CMU WALL am SAMWON DESIGN INC. 2500 WILSHIRE BLVD. 8834 LOS ANGELES, CA 90057 T:213-384-7545 F.213-384-7546 REVISIONS DATE 11-03-2015 DRAWN RC CHECKED APPROVED PROJECT NAME J W n m C) 0 � k ga 0 W W z C4 J 7 0 n Lu �� N v/ r SHEETTTTLE 1ST FLOOR FLOOR PLAN SHEET NO. ® 2.1 PROJECT NO. SIGN REQUIREMENTS 50 1. SHOW LOCAPON(S) OF RiTERCONNECTED HARD -%RED 'SMOKE ALARM' WITH BATTERY BACKUP IN DIE FOLLOWING: (R314) A. IN EACH SLEEPING ROOM. U. OUTSIDE OF EACH SEPARATE SLEEPING AREA IH THE BIMEDIATE VICINITY OF THE BEDROOMS G PROVIDE A NOTE: 'SMOKE ALARM SHALL BE INTERCONNECTED HARD-WRED WITH BATTERY BACKUP AND SHALL BE INSTALLED IM ACCORDANCE WITH NFPA 72' D. SL40KE ALARMS SHALL BE TESTED h MAINTAINED IN ACCORDANCE VAIN MANUFACTURER INSTRUCTIONS SMOKE ALARMS SHALL BE REPLACED AFTER 1D YEARS FROM THE DATE OF MANUFACTURED MARKED ON THE UNIT. (R314.3.2) E CONWtiTONAIION17ADO7 SLIOKE ALARMS THAT ARE SOLELY DATTERY POWERED 94ALL BE EQUIPPED WNH A 1O YEAR BATTERY AND HAVE A 9LENCE FEATURE (R314.3.3) 2 FOR BUILDINGS WTH FUEL -BURNING APPLIANCES AND/OR ATTACHED GARAGES, PROVIDE AN APPROVED CARBON MONOXIDE ALARM AT: (4305.1) A. Wi81DE OF EACH SEPARATE SLEEPRNC AREA III THE IMMEDIATE VICINITY OF THE BEER GAS 8. PROMDE A NOTE: -CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WRED WITH BATTERY BACKUP. - C. BATTERY CARBON MONOXIDE ALARM IS PERMITTED W EXISTIG OWEW140 UNITS WHERE NO CONSTRUCTION IS TAKING PLACE 3. (N/A) IN ANY INTERIOR AREA USED FOR CHARGING ELECTRIC VEHICLES, ELECTRIC EQUIPMENT SHALL BE INSTALLED PER LOS ANGELES COUNTY ELECTRICAL CODE 4. FINISH MATERIALS INCLUDING ADHESIVES, SEALANTS, CAULK, PAINTS 8 COATINGS, CARPET SYSTEMS ETC, SHALL MEET THE (VOC) EMISSION LIMITS PER CHAPTER 4 OF LOS ANGELES COUNTY GREEN BUILDING STANDARDS CODE. (R330) 5. COMBWADON 94OKE ANO CARBON MONOXIDE ALARLI MIH BATTERY BACK UP, GENERAL NOTES: 1; ALL WINDOWS k SLICING GALSS DOOR ARE DOUBLE GLAZED W/ALUMN FRAME PER T-24 ENERGY CALL. 2. UGHT FIXTURE LOCATED IN SHOWERAREA SHALL COMPLY W/NEC. SECTION 410.9. FOR INSTALLAION IN WET LOCATION, 3. PROVIDE FLUORESCENT LIGHT IN KITCHEN AND BATH ROOMS AT LEAST 40 M PER WATT AS PER TITLE 24 MANDATORY MEASURES (TYP,) 4. WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT USED AS A BASE FOR TILE OR WALL PANELS WET LOCATIONS OR AREAS SUBJECT TO VAPORS (AMC. 8130.43) 5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON TH FUEL GAS UNE ON THE DOWN STREAM 911E OF THE UTILITY METER AND BE RIGtOLY CONNECTED TO THE EXTERIOR OF TIE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING (PER ORDINANCE 171,074 -FOR WORK OVER SIO,000.) B. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN i FOOT-CANDLE (11LUX) 7. ALL SHOWERS AND NB -SHOWERS SHALL HAVE A PRESSURE BALANCE, THERMOSTATIC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/ THERISTATIC MIXING TYPE VALVE B. ALL COLING AND ROOF ASSEMBLIES SHALL HAVE R-31) VALUE INSULATION (2)(10 MIN.), R-13 VALUE INSULATION IN ALL EXTERIOR WALLS (2X4 MIN.) AND R-11 VALUE IN ALL RAISED FLOORS OVER UNHEATED SPACES 9. ELECTRICAL PLAN CHECK IS REQUIRED IF SERVICE OR LOAD EXCEEDS 400 AMPS, 120/240 V SINGLE PHASE. ELECTRICAL PANEL SHALL NOT BE INSTALLED IN REWIRED SHEAR WALL FLOOR LEVEL F2 PLAN aD SCALE 1 3/16" = 1'-0" NOTE: THE SOILS ENGINEER OF .RECORD SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS BEFORE STEEL OR CONCRETE IS PLACED, WALL LEGEND E NEW ONE HOUR PARTITION - INSULATED . NEW CEILING HEIGHT PARTITION OR INFILL NEW CEILING HEIGHT PARTITION OR INFILL - INSULATED 2" FURRED WALL NEW CMU WALL 0 _ \J MD SAMWON DESIGN INC. 2500 WILSHIRE BLVD. #,8341 LOS ANGELES, CA 90057 T:213-384-7545 F: 213-384-7546 REVISIONS NO, DATE REMARK 11.03-2015 DRAWN RC CHECKED APPROVED PROJECTNAME V J W U B Q CO J Z _ O o O D ffAA W V+ W CN J w 0 a WZ '^ N V+ n N SHEETTITLE 2ND FLOOR FLOOR PLAN SHIM NO. ® 2.2 PROJECT NO. COUIJTY OF L05 ANGELES VERY HIGH FIRE HAZARD SEVERITY ZONE OrPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION EAVF DETAILS [Ulm% DESIGN INC. 2500 WILSHIRE BLVD. LOS ANGELES, CA 90057 G 57 T:213-384-7545 F:213-384-7546 REVISIONS NO. DATE REMARK 11 _103_201 b DRAWN RC CHECKED APPROVED PROJECT NAME �j7777' ............ ..... ........... . v S -7-7'77 41 111-1 .. . .... . FIBER CES IEN1 OPT10N I FIBER CEMENT OPTION 2 VIIFIISZ Em,,- Wall & F.,,dl.G 09-01-2009 [Ulm% DESIGN INC. 2500 WILSHIRE BLVD. LOS ANGELES, CA 90057 G 57 T:213-384-7545 F:213-384-7546 REVISIONS NO. DATE REMARK 11 _103_201 b DRAWN RC CHECKED APPROVED PROJECT NAME ............ ..... ........... . -7-7'77 .. . .... . uj _4— 77,77 OE EXTERIOR NATURAL STNE TI J — LEDGER PANEL• -7' OLACr, 22'-Q4" 61'-5)/4" 7-0)'4' 33'-0" LL. cn Lu Z Nw :I uj m (n ROOF PLAN aD SHEETTITLE SCALE : 3/16" = l' -O' ROOF PLAN NOTES: 4. OPEN ROOF EAVES SHALL MEET ONE OF THE FOLLOWING .. NONCOMBUSTIBLE MATERIAL OR 1. ALL ROOF COVERING SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE b, IGNITION -RESISTANT MATERIAL OR 1505.2. WOOD SHINGLE AND WOOD SHAKE ROOFS ARE PROHIBITED IN HIGH c. ONE LAYER OF 5/ B" TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR FIRE HAZARD ZONE REGARDLESS OF CLASSIFICATION (FIRE CODE 4710.1.2). COVERING'l�Al THIS W�Q d. ONE-HOUR APPLIED EOF E ROOF DECK SHEET NO. 2. TILE ROOFS SHALL BE FIRE -STOPPED AT EAVE ENDS TO PRECLUDE ENTRY OF FLAME OR EMBERS UNDER THE TILE (BUILDING CODE 6403,2). RESIDENTIAL CODE R327.7.4 AND BUILDING CODE 707A.4 A 2.3 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION - OF LEAVES AND DEBRIS IN THE CUTTER, RESIDENTIAL CODE R 327.534 AND BUILDING CODE 705A4 PROJECT NO. T.213­'ili�_�51�i' R 213-384-7546 ase _STUccc7 4M e _410�_EXPAN ION m m =21 JOINT __88 M ___ .. m Vol I CONTRAST "IN THEIR BACKGROUND." BE BASEMENT SPACE--------[ ---- NUMERALS OR ALPHABET LETTERS, DRAWN AND BE A MINIMUM OF 4* HIGH WITH A MINIMUM STROKE WIDTH OF 0.5'. 1200 CHECKED FIRE CORE505.1— APPROVED PROJECT NAME NORTH - FRONT ELEVATION 1195 SCALE 3/ 16" = V-0" 07/02/2015 RC 10'-D" (10' MIN. REQ'D) 110'-8" (TOTAL LENGTH OF THE BUILDING) (15' MIN, REQ'D) 43'-6" 67'-2" EXTERIOR NATURAL STONE TILE EXTERIOR NATURAL STONE TILETOP NI OF CHIMNEY 0 +1240.0ijl -CHIMNEY WITH SPANK ARRESTOR �LEDGER PANEL GLACIAL BLACK/ HIGHEST POINT LEDGER PANEL GLACIAL BLACK/ IPUIFAIE FINISH. uJ OI SPUTFACE FINISH. 1240 - NI TEMPERED DOUBLE GRAZING WINDOWS 67, 12' METAL FASCIA 12 ALUM. FRAMES TYP. 1.83 TREATED T & G REDWOOD SONGS W FIRE -RETARDANT WOOD DECK STUCCO- STUCCO STANDING SEAM T TIRE -RETARDANT SINNED FINIS � ON TREATED AND/OR EXPANSION METAL ROOF SYSTEM, o CEMENT FIBER CEDAR SIDING 0 RAKE HEAVY TIMBER WOOD FRAMING SAND FINISH. CLASS -A. 18* O.0 & EAVE OVERHANG T JOINT 1235 G SOFF1 CONDITION.TYP. 12 12 1 12 -METAL FASCIA 1230 M7 STEEL AND CABLE T STUCCO EXPANSION JOINT GUARDRAIL Lu FINISH METAL ROOF SYSTEM, I rn ( I s o S —7 STANDING SEAM 1225 L) SAND CLASS -A TEEL IOMCACSCLOE 71 1 GUAROR L RECESSEE OE LIGHT FLEVEL 02 4) +1220.50 < CES 12 al 2c12 MHT 2 I > 0 220 < METAL AWNING r 0--WALLC) FOR OUTDOOR SCONCE 13 13 COLOSSEUM TRAVERTINE SN— — - "1" 13 SCONCE STONE LL_ 13 1 — . FIN SH: 16*H 24-U I-THK. 1215 0) COLOSSEUM TRAVERTINE Lu STONE FINISH: C4 16'H . 24%. I'THK. X x III - SN 00R AR TOP K*El ACK OBU [LEVEL 01 0 +1101*10 1200 40 ffLu 77I 120875 170834 L .5 IF SHEETTITLE 1205 BUILDING ELEVATIONS BASEMENT SPACE I _7 1200 — — — — — — — — — — — SHEET NO, Lf li -SOUTH -REAR ELEVATION 1195 A - 3.0 SCALE PROJECT NO. 17'-7" (15' MIN. REQ'D) KI IWEATED T_&_G_REDWOOD_SGlNGS_W/ FIRE -RETARDANT STAINED FINISH OR CEMENT nBER-CEDAR-90ING-0 RAKE & EAVE OVERHANG SOFFIT CONDITION '. TYP STANDING SEAM METAL ROOF SYSTEM, cuL hns 12 2 IIISANESITM25TH.' T.213­'ili�_�51�i' R 213-384-7546 ase _STUccc7 4M e _410�_EXPAN ION m m =21 JOINT __88 M ___ .. m Vol I CONTRAST "IN THEIR BACKGROUND." BE BASEMENT SPACE--------[ ---- NUMERALS OR ALPHABET LETTERS, DRAWN AND BE A MINIMUM OF 4* HIGH WITH A MINIMUM STROKE WIDTH OF 0.5'. 1200 CHECKED FIRE CORE505.1— APPROVED PROJECT NAME NORTH - FRONT ELEVATION 1195 SCALE 3/ 16" = V-0" 07/02/2015 RC 10'-D" (10' MIN. REQ'D) 110'-8" (TOTAL LENGTH OF THE BUILDING) (15' MIN, REQ'D) 43'-6" 67'-2" EXTERIOR NATURAL STONE TILE EXTERIOR NATURAL STONE TILETOP NI OF CHIMNEY 0 +1240.0ijl -CHIMNEY WITH SPANK ARRESTOR �LEDGER PANEL GLACIAL BLACK/ HIGHEST POINT LEDGER PANEL GLACIAL BLACK/ IPUIFAIE FINISH. uJ OI SPUTFACE FINISH. 1240 - NI TEMPERED DOUBLE GRAZING WINDOWS 67, 12' METAL FASCIA 12 ALUM. FRAMES TYP. 1.83 TREATED T & G REDWOOD SONGS W FIRE -RETARDANT WOOD DECK STUCCO- STUCCO STANDING SEAM T TIRE -RETARDANT SINNED FINIS � ON TREATED AND/OR EXPANSION METAL ROOF SYSTEM, o CEMENT FIBER CEDAR SIDING 0 RAKE HEAVY TIMBER WOOD FRAMING SAND FINISH. CLASS -A. 18* O.0 & EAVE OVERHANG T JOINT 1235 G SOFF1 CONDITION.TYP. 12 12 1 12 -METAL FASCIA 1230 M7 STEEL AND CABLE T STUCCO EXPANSION JOINT GUARDRAIL Lu FINISH METAL ROOF SYSTEM, I rn ( I s o S —7 STANDING SEAM 1225 L) SAND CLASS -A TEEL IOMCACSCLOE 71 1 GUAROR L RECESSEE OE LIGHT FLEVEL 02 4) +1220.50 < CES 12 al 2c12 MHT 2 I > 0 220 < METAL AWNING r 0--WALLC) FOR OUTDOOR SCONCE 13 13 COLOSSEUM TRAVERTINE SN— — - "1" 13 SCONCE STONE LL_ 13 1 — . FIN SH: 16*H 24-U I-THK. 1215 0) COLOSSEUM TRAVERTINE Lu STONE FINISH: C4 16'H . 24%. I'THK. X x III - SN 00R AR TOP K*El ACK OBU [LEVEL 01 0 +1101*10 1200 40 ffLu 77I 120875 170834 L .5 IF SHEETTITLE 1205 BUILDING ELEVATIONS BASEMENT SPACE I _7 1200 — — — — — — — — — — — SHEET NO, Lf li -SOUTH -REAR ELEVATION 1195 A - 3.0 SCALE PROJECT NO. 25'-0' (25' MIN. REQ'D)_ rTOP OF CHIMNEY 0 +1234.0 HIGHEST POINT 32'-D' L 30'-0' (3D' MIN. RECID) 48'-l- (DEPTH OF BUILDING) ,240 SAMWON A DESIGN INC. 0, LOS ANGELES, CA 90057 o 1235 T*. 23384 545 F: 213-384-7546 1230 STANDING BEAU EXTERIOR NATURAL STONE TILE rn REVISIONS METAL ROOF SYSTEM, WITH SPARK ARRESTOR NATURAL STONE RLE- 1220 CLASS -A. 187 O.0 F—CHIUNEY - LEDGER PANEL' GLACIAL BLACK/ SPUTFACE FINISH. H CABLE LAND RAIL\ 1215 LEDGER PANEL' GLACIAL BLA K d 10.5 F.F 1235 PLANnNG AREA BETWEEN THE RETAINING -WALLS 41 SPUTFACE FINCI TREATED 7 & C REDWOOD SIDINGS W/ DATE 11.03-2015 _V_44 M DRAWN n E -RETARDANT STAINED FINISH OR CEMENT FIBER CEDAR SIDING 0 RAKE CHECKED APPROVED STUCCO EXPANSION JOINT 4"e EAVE OVERHANG SOFFIT O 07/02/2015 RC S Cco. SAN DNI SH FI 12r CCNDITION.TYP. 12 A 01 11 ++1220.50 STUCCO STANDING SEAM JEoXP TNSKIN METAL SYSTEM,• SS A 1225 ENTRANCE 12 12 25'-0' (25' MIN. REQ'D)_ rTOP OF CHIMNEY 0 +1234.0 HIGHEST POINT mugs I BASEMENT SPACE -WEST - SIDE ELEVATION SCALE : 3/ 16" = l' -Q" 25'-0- (25' MIN. REQ'D) I 42'-8' (DEPTH OF BUILDING) 30'-0" (30' MIN. REO'D) L to oco Im ,240 SAMWON A DESIGN INC. 0, LOS ANGELES, CA 90057 o 1235 T*. 23384 545 F: 213-384-7546 1230 1225 I rn REVISIONS NATURAL STONE RLE- 1220 _7 H CABLE LAND RAIL\ 1215 LEDGER PANEL' GLACIAL BLA K d 10.5 F.F 1235 PLANnNG AREA BETWEEN THE RETAINING -WALLS 41 SPUTFACE FINCI 1205 DATE 11.03-2015 DRAWN 1200 CHECKED APPROVED STUCCO EXPANSION JOINT 4"e PROJECT NAME O 07/02/2015 RC S Cco. SAN DNI SH FI 12r 12 1225---JOINT 01 11 ++1220.50 STUCCO STANDING SEAM JEoXP TNSKIN METAL SYSTEM,• SS A 1225 ENTRANCE 12 12 2C-2 OGO zP� -S,- 7.7 [LEVEL 1220 --------ME G W1 TACA IN _SUPPORVBAR z tl— o 1215 42H CABLE GUARD RAIL 12' METAL FASCIA Oa m LL COLOSSEUM TRAVERTINE STONE FINISH! F/77\] EXP KETAL MING 16'H r 241. I*THK. PLANTING AREA BETWEEN FOR OU DOOR SNACK BAR COLOSSEUMTRAVERTINE STONE FINISH: THE RETAINING WALLS 12m B 13 EDGE OF "A .1(.) 'aE J21 13—SCONCE 3'�O" 16'H 241. I'THK. SHEETTITLE 1205 M' �W 1205 BUILDING EXIST N GRAD GINE ELEVATIONS I BASEMENTJSPA LEVEL IN 0 +1209.5 CENTER OF -F= 1200 SHEET NO. 1195 0 0 +12.A EAST SIDE ELE�ATIQN RIDGE. LINE..RD - ----- EDGE of - PROJECT NO, (FMILY ROOM & HITCHEN)o ------ +1205A VEMENT.(CURB) tL ------ ---- 2% MIN,SLOPE ------ 2% MiN.SLOPE 2% Mll SLOPE mugs I BASEMENT SPACE -WEST - SIDE ELEVATION SCALE : 3/ 16" = l' -Q" 25'-0- (25' MIN. REQ'D) I 42'-8' (DEPTH OF BUILDING) 30'-0" (30' MIN. REO'D) L to oco Im ,240 SAMWON Ip DESIGN INC. 0, LOS ANGELES, CA 90057 o 1235 T*. 23384 545 F: 213-384-7546 1230 1225 I rn REVISIONS NO. DATE REMARK 1220 H CABLE LAND RAIL\ 1215 120 10.5 F.F 1235 PLANnNG AREA BETWEEN THE RETAINING -WALLS 41 1205 DATE 11.03-2015 DRAWN 1200 CHECKED APPROVED PROJECT NAME 1195 07/02/2015 RC 32'-0" EXTERIOR NATURAL STONE TILE 0, CHIMNEY WITH SPARK ARRESTOR LEDGER PANEL- GLACIAL BLACK/ SPUTFACE FINISH, STANDING SEAM OI I METAL -ROOF -SYSTEM:' CLASS -A. 18- OC 1235 2, 1235 41 1230 Lu 1225---JOINT STUCCO STANDING SEAM JEoXP TNSKIN METAL SYSTEM,• SS A 1225 L) 12 12 2C-2 OGO zP� -S,- 7.7 1220 # z tl— o 1215 42H CABLE GUARD RAIL Oa m LL COLOSSEUM TRAVERTINE STONE FINISH! F/77\] EXP Lu 16'H r 241. I*THK. PLANTING AREA BETWEEN -1209.5 1 p THE RETAINING WALLS 12m B EDGE OF "A .1(.) 'aE J21 UJ 3'�O" 1207.5 SHEETTITLE 1205 M' �W 1205 BUILDING EXIST N GRAD GINE ELEVATIONS I BASEMENTJSPA 120g -F= 1200 SHEET NO. 1195 EAST SIDE ELE�ATIQN 1195 A - 3.1 - PROJECT NO, SCALE : 3/ 16" CONCEPTUAL I GRADING DESCRIPTION. PLAN SUBDIVISION LAND SURVEY CONCEPTUAL GRADING PLAN CIA 732.40 Y), All 2_12_71_(cY) Total 93r 12 (Cy), Eporl 510 67 (ey) Over Ecaval ion%J'1Lt`aI PamvaJ & Coupaction _(cy), 'CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT MAY VARY DUE TO OTHER UNKNOWN FACTORS. (SITE CONDITION, SOIL ENGINEER S RECOMMENDATION) MJ LEE SAMWON DESIGN, INC. 2500 WILSHIRE BLVD. STE 834 LOS ANGELES, CA 90057 TEL: (213) 384-7545 EMAIL�mjlee@samwongroup.com I % BENCH MARK: ELEV = 1,162.691 FEET, BM 11 G 4626. OTTERSEIN (2005) DPW BM TAG IN 8 CB 300MM(I FT) E/O BCR @ BE CDR GRAND AVE & SHOTGUN LN (EXIT) I CIVIL ENGINEERING SCALE: 1"=10* DRAWN BY: KG ABBREVI aB ATI ONS: LEGEND: AWWWt �1010 (10035)ul�, ma.- 1. CW.h �,Ih REVISED: 135 N. SAN GABRI EL BLVD. r TRITECH SAN AB 91775 A EL. CA ENGINEERING TEL:(626)570-1918 FAX:(626)737,8786 I ASSOCIATES EMAIL:IrII.0t,Io0mtgI.0rc— caw OONC c­.s.kWWI "-`W0 JOB NO. 151014 p D1A.____.D,M WA R AMM 0,W, LISA F- MWI W-1111 1'. F... � a,. a� , owy.mw."Tq T :: - :11" 1ZA L Edl— RA. ... Light tiv INVI .1 WWI SCALE: I A61 10 A-99 1 172 AIFG n 1. 5�Xp a',A ) / yJn \ i Oi.90F ''+ \nr,_� rg 40 PAD 1 7. AV\\u, — \ I B 51 ' I - - 74 1�-� , It 12.E.4� FIF1198.50FS 07 Ls. P/A. -S.IIA— FVL PVMT1. I=R _ ty�—d.,yUro _- "0 6111., Fl- sfAH S- JAUNId, E., IVA TC____T d MIb SmWlm To ......_.Top 1 &­ 0-1. ARm ­D,.In TW Too d W A.. .Wm mm, REMAINING WALL WV Gntcr _..MNC PAMAENT CLb 8 IIWIV­ I -------- 1WWMH.IgN W H0,ht _-LANDScAFE .-...MNQTILE X1.1N.T.S. UA S, 1207.90 FS 71207,40PAD EXIST.—GRADE DESCRIPTION. VICINITY MAP V120 UPAD 1 2. SUBDIVISION LAND SURVEY CONCEPTUAL GRADING PLAN 701207.90 IL, 1, — c J.000 74 u 0-1 -flON Q z SEC m s ,--P %) NOT TO SCALE CA I \ n - - \ 1 (A 0." 1ST FLOOR 1110 1209.50 FF' 8.651W 1209.00 PAD JO FYrH \ � 120165TW �\ � !'. .� \ 1+ bt 'v I3� ` �\ / ?}� r j S QC7n0N Q BASEMEN 1205.701W 5 11 F NOT TO SCALE (1203.001 y.198.00 PAD \ -\ \! \, 1 0- H,62 20 It Iroo 12 0 1 0 1P 1209.50FF ,Ii4, 1. 2% 1209 — — — — — — — — — — ------— — — — — — — — — ---__ 25' to — EXIST. GRADE 119B.50FS :t.,_ ss c 0 2. 09 I 1209.35TW 2 ATW 87 ifiv 00; 5' TON A 'a 0 7 SEC -0 co 0" NOT TO SCALE "Al D M CD co CD IN 99 EARTHWORK QUANTITIES: CLIENT: DESCRIPTION. BENCH MARK SUBDIVISION LAND SURVEY CONCEPTUAL GRADING PLAN CIA 732.40 Y), All 2_12_71_(cY) Total 93r 12 (Cy), Eporl 510 67 (ey) Over Ecaval ion%J'1Lt`aI PamvaJ & Coupaction _(cy), 'CUT AND FILL AMOUNT IS ESTIMATED ONLY. ACTUALLY AMOUNT MAY VARY DUE TO OTHER UNKNOWN FACTORS. (SITE CONDITION, SOIL ENGINEER S RECOMMENDATION) MJ LEE SAMWON DESIGN, INC. 2500 WILSHIRE BLVD. STE 834 LOS ANGELES, CA 90057 TEL: (213) 384-7545 EMAIL�mjlee@samwongroup.com I BOUNDARY DESCRIPTIONS WERE OBTAINED FROM TRACT NO. 30091, M.B. 789-51-75, ASSENT OF GRANT DEED & TITLE REPORT. FOR BOUNDARY DETERMINATION, REFER TO *CORNER PECORD* SURVEY MAP TO BE FILED WITH THE COUNTY OF LA SURVEY DIVISION, I BENCH MARK: ELEV = 1,162.691 FEET, BM 11 G 4626. OTTERSEIN (2005) DPW BM TAG IN 8 CB 300MM(I FT) E/O BCR @ BE CDR GRAND AVE & SHOTGUN LN (EXIT) I CIVIL ENGINEERING SCALE: 1"=10* DRAWN BY: KG & DESIGN DATE: 12-11-151 REVISED: 135 N. SAN GABRI EL BLVD. r TRITECH SAN AB 91775 A EL. CA ENGINEERING TEL:(626)570-1918 FAX:(626)737,8786 I ASSOCIATES EMAIL:IrII.0t,Io0mtgI.0rc— 23728 RIDGE LINE RD., DIAMOND BAR CA 91765 I SHEET 1 OF 1 JOB NO. 151014 WE 116-11,, VICINITY MAP N.T.S. *CALCULATING AVERAGE SLOPE: SLOPE= 0.002296x1 A I=CONTOUR INTERVAL IN FEET = 10 L=SUMMATION OF LENGTH OF ALL CONTOURS L=1868.52' A=AREA IN NET ACRES OF PARCEL BEING CONSIDERED A=1.2476 AC. USING THE ABOVE FORMULA: SLOPE = 0.002296 x 10 x 1868.52 1.2476 CONTOUR LENGTH 1060 27.49 1070 55.17 1080 173.97 1090 197.79 1100 144.34 1110 138.17 1120 129.03 1130 121.37 1140 113.59 1150 112.29 1160 114.89 1170 117.4 1180 120.9 1190 123.77 1200 178.35 ITOTAL LENGTH 1968.5211 E", COICRETE SWALE 6 E6 1198 ' X190 LIGHTING LEGEND gUAN. a16'X 1 TREE 43 EA. 1192 DCOPLIGHT LIGHT SALT FINISH. BL5016 ALUMINUM BULLYTE I WITH MOUNTING STAKE 1194 W OR EQUAL. 1196 RECESSED WALL LIGHT DEA. ® HINKLEY LIGHTING I a OR EQUAL. I o 120 IB'PIAE X 1907.3 .: 120943 _ I 0 E TO BBE REMOVED E tiE ALM IEP �� ON R RD CK J RET TIL °� O E TEP X I 10700 CO X N I MO :. p O E1❑00 1 33 i O a I ❑❑0❑ 1 EI❑I N I O I 1 7 I rh� ❑ElEl❑ z `YOfI Tzos.e �J1'd i1208.33 ❑00❑ 1207.. m 137.5 ❑ ❑ ❑ FF. 1207,5 .{ I Li Ip❑❑�j O FAMILY B x1TA O7 pOq IM TER RSaZ �1JI BEO OOIA 2O 21.5' 2STORYF N u 1 OPEN HALL 0 P� 008O �j w•wrn 10Sx 17.5' [:11' POWNRRV . - — ❑olD.- I ( CORRIDOR 0 cla0uo ' 0 (F1 r —I— OYER CONC. I I PAVING I O10.5'x10.5' I gl I L10NZR6M MASTER I I I N IH ININ 3CAR GARAGE RATHRM. x2 I il4.vr RYI QI I 3'x16 30'0' 13'x10.5' W 1 Oi -, I 114.6'110.'1 w1 I FF. 12000 3 O t'^ O TO BE BEHOVED _ — --- I rand oFcx _ — — v � ,I: 1200.21 700E BEHOVED 120]5 1 I � 1I I I � 1 1207.0 1 TO OE RE qE' 1 .:120&/3X CONCRETEDRIVEWAY DR 1 1 ® IF p1> ROW ' E COUNTRY: FENCES" 12'PA 17" AUT 1209.19 i OE gEHAi / ARE TO ALIGN WITH TOREnOVEO E gEn0VE0 ` _- 1200,74 -�- ��O., ADJACENT FENCES. T it0E96 X - 1306.90 I X SEE NOTES BELOW FOR 1206.0 MORE DETAIL 35 /I ] 5'AIONG 1HE CURB, FpIgE R -2 R j •5 `-j- GREEN BELT EASEMENT N71' 17 1 o ] Ras i 9j a LJ 8 0 0 PER HDA REGULATION. ' v X rir/r r..r/� rr rrr r rrr rrT rrir r�% rTrr ,r rrr rr rirrrr o'r �r�r, rrr i% rr rir7 rr rr / rrr; r/r rrr r i �1( j i r V7 r r r r r it rri i rrr rr rr rrr r� .rrr rr „' rr r rr Z, rr rr. rr rrr, rr rrr i rrrr r<.rr rr 'rfj �Y r% ; r r rr ri rrr rr rr. 0 EXISTING EDGE OF PAVEMENT AF— AC Fr'LX— AC FL 1704.91 120.1' O 170623 1205.51 1 36 -8" O CSt 1 EDISEN IT mrGE t:mE 105,-5" 170 .IE N n PRELIMINARY HARDSCAPE PLAN SCALE: 1/8" = 1'- 0" N TREE & WALL UPLIGHT RECESSED WALL LIGHT PAVING LEGEND a16'X 32' CONCRETE TILE NATURAL GRAY CONCRETE LIGHT SALT FINISH. 1' DIA. BLACK PEBBLES PLANTING & GROUNDCOVER AREA W LAWN AREA 1 G' X 32° X 3/4" ACIER COLOR CONC. TILE FROM CONCRETE COLLABORATIVE CONCRETE PAVING 1" DIA. BLACK PEBBLES KEYNOTES 1. CONCRETE STEP STONE 2. EXISTING WALL REMAIN 3. SIDEYARD FENCE W/ GATE PER ARCHITECT. 4. BOULDER W/ MOUND 7.42'H. CABLE GUARD RAIL N 90k DESIGN INC. 2500 HILSHIRE BLVD. PB LOS AN6ELE5, GA 90054 T,213-554-1545 F213-584-1546 REVISIONS NO. DATE I REMARK 10-16-2015 10- -2015 12- -2015 12-17-2015 CHECKED APPROVED PROJECT NAME f J W U D a y.. J o � � o O LL_ K a) VJ u W Z N J � O W N N SHEET TITLE AREA LEGEND r r, rr 5 ALONG THE CURB, r GREEN BELT EASEMENT PER HOA REGULATION. HARDSCAPE PLAN • PLANTING IS NOT PERMITTED IN THIS AREA. FENCES & FENCING MATERIAL -FRONT FENCING USING THE STANDARD "COUNTRY" SPLIT -RAIL FENCING SHEET NO. AS THE MAJOR ELEMENT IS REQUIRED. FENCING WILL BE REQUIRED TO UPDATE EXISTING WOOD SPLIT -RAIL TO 'THE WHITE PVC 'COUNTRY' SPLIT -RAIL FENCING. L(-1 IIJJ - ALIGNMENT OF FENCING : FENCES TO BE ALIGNED WITH ADJACENT FENCES. BUT TO BE PLACED NO LESS THAN 5' FROM THE EDGE OF PAVEMENT. PROJECT NO. \ �� z1 \ 1 — --- \ \\\ \ f 1191 _._..------------------------------ 162--i------ "4-- ' 11$4 _ _ I — \_( 11.br_ .1— ( 00 NO ( BEHN cn AREA LEGEND : 5' ALONG THE CMO, OREEN BELT EASEMENT PEP HOA REWLAHM • PLANTING IS NOT PERMITTED IN THIS AREA. FfNfE5 &FENCING MATERIAL -fA5 FUNDNC USWG 1HE STANDARD 'CWNiRY —,.A. FENDNR AS THE NAJDR ELEMENT 15 REWIRED. FENCING HILL BE REWIRED 70 UPDATE EXISRNC MVDO SPUR -FAIL TO 'THE IRRHE PYC'COUNTRY' SPLIT -RML FENCWG. UCHMENT OF FENDNC : FENCES TO BE AUGNED M UN ADJACENT FENCES BUT TO BE PLACED NO LESS MAN V FR. THE EDGE DF PAVEMENT. , (-,)PLANTING PLAN (5� 1 SCALE: 1" = 10'-0" N PLANTING LEGEND SHRUBS S12E&OUMI. WI/COLS AREAISF.) TREES SIZE 9 OUAN. WVCOLS CERCIDIUM HYBRID 24'BOR 3 EA LOW 'DESERTMUSEUM 5GALJ 43 EA LOW (234 SF.) HYBRID PALO VERDE 'BIG REO &GALLON CERCIS OCCIDENTALIS 24'BOW3 EA. LOW WESTERN REDBUD AGAVE AT(ENUATA IGAUSEA LOW (44 SFJ MELTUS HYBRID 15 GAL 15 EA, LOW MARINA' MARINA STRAWBERRY TREE WESTRINGIA FRUTICOSA 5 GAL@ 24' OGJ 166 EA LOW (738 SFJ AGER PALMATUM 15 GAL 12 EA MODERATE 'BLOODGO09 GREGII 5 GAL024' O.CJ 33 EA LOW (148 SFJ JAPANESE MAPLE FURMAN'8 RED PODOCARPUS MACROPHYLLUS 15GAL.115EA, MODERATE YEW PINE NASSELLATENUISSIMA IGAL@1WO.CJ153EA LOW (388 SFJ EXISTING TREE I.R.S. CHERRY) �� TO REMAN EXISTING TREE (PINE) TO RENAN TING EXISTING TREE (OLIVE) TO REMAN A X EXISTING TREE(PALM) TO BE REMOVED EXISTING M ME (PINE) REMOVED TO BE ED EXISTING TREE(MELALEUCA) TO BE REMOVED EXISTING TREE (ASH) -- TOREREMOVED PLANT MATERIAL SHRUBS S12E&OUMI. WI/COLS AREAISF.) PHORMIUM TENAX 5 GALL 14 EA LOW 'AMAZING REO (132 SFJ 20% NEW ZEALAND FLAX 15 -GALLON ®ANIGOZANTHOSFLAVIDUS 5GALJ 43 EA LOW (234 SF.) 'BIG REO &GALLON 70% KANGAR0 PAW I-GALLON(HERBACEOUS ONLY) cl`L, L� AGAVE AT(ENUATA IGAUSEA LOW (44 SFJ FOXTAILAGAVE (HERBACEOUS) COVERAGE WITHIN 2 YEARS 4,141 SF. (100%) WESTRINGIA FRUTICOSA 5 GAL@ 24' OGJ 166 EA LOW (738 SFJ COASTROSEMARY ®SALVIA GREGII 5 GAL024' O.CJ 33 EA LOW (148 SFJ FURMAN'8 RED FURMAN'S REDAUTUMN SAGE ©•. NASSELLATENUISSIMA IGAL@1WO.CJ153EA LOW (388 SFJ MEXICAN FEATHER GRASS (HERBACEOUS) ®DIETES BICOLOR I GAL.624' O.CJ 26 EA LOW (117SF.) PORTINGHTLILY (HERBACEOUS) GROUNDCOVER SIZE &QUM. VAICOLS ®ARMERIAMARITIMA i GAL.0 IS' O.CJ 70 EA MODERATE (312 SFJ COMMON SEATHRIFT GOMPHRENA GLOBOSA i GAL@ 16' O.CJ 67 EA LOW (169 SF.) GLOSEAMARANTH TRACHELOSPERMUM I GAL@ IV O.C. 1130 EA LOW (287 SF.) JASMINOIDES STAR JASMINE CA REX PRAEGRACILIS PLUG ®17 O.CJ 578 EA, MODERATE (642 SFJ CLUSTER FIELD SEDGE ®BACCHARISPILULARIS FLAT®24'O.CJIOEA LOW (712 SFJ PIGEON POINT DWARF COYOTE BUSH SE NECIOMANORALISCAE FLAT@12'O.C.17EA LOW (521 SFJ KLEINIA DV MONDIAMARGARETAE FLAT@I7O.CJ3EA LOW (189 SFJ DYMONDIA O UCVERDE PLUG@ 12' O.CJ 1,436 EA. LOW (1,596 SFJ SUFFALOGRASS OEXISTING LANDSCAPE AN EA TO REMAIN: 38,822 SF. ® EXISTING LANDSCAPE AREA (ROW OF CYPRESS) TO REMAIN: 211 SF. EXISTING LANDSCAPE AREA(ROWOF CYPRESS) TO BE REMOVED: 101 SF. TOTAL SITE LANDSCAPE AREA 44,971 SF. "PROPOSED (NEW) LANDSCAPE AREA: 5,938 SF. "EXISTING LANDSCAPE AREA: 39,033 $F. NOTE THE LANDSCAPE PLANS SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PER ORDINANCE NO. 02(2009)) AND GOVERNOR BROWN'S EXECUTIVE ORDER 8-2.15 RELATED TO SIGNIFICANTLY REDUCING THE AREA OF TURF AND SOD GROUND COVER PLANTING. NOTE THIS PROJECT DOES NOT CONTAIN THE FOLLOWING TREES: -OAKS(OUERCUS) - WESTERN SYCAMORE (PLATANUS RACEMOSA) • CALIFORNIA BAY (UMBELLULAMA CALIFORNIA) • SOUTHERN CALIFORNIA BLACK WALNUT (JUGLANS CALIFORNICA) PLANT MATERIAL REQUIRED PERCENTAGE PROVIDED PERCENTAGE OF MIX OF MOL TREES' (30 TREES TOTAL) 244MCH BOX 20% 6 EA. (20%) 15 -GALLON 60% 24 EA. (BD%) SHRUBS (1,797 SF. TOTAL) &GALLON 70% 1,250 Sr. (70%) I-GALLON(HERBACEOUS ONLY) 30% 547 SF, (30%) GROUNDCOVER COVERAGE WITHIN 2 YEARS 4,141 SF. (100%) 4,141 SF. (iD0%) K -, "*immi►m 2500 AILSHIRE BLVD. Db: LOS ANGELES, OA 9005-1 T:2I3-364-7545 F:213-364-9546 REVISIONS NO. DATE REMARK 12-'7-201; o-�y-wL a DRAWN APPROVED PROJECT NAME Z J J W 4T U G M. J z - O O [] LL '/+♦ W CV w J 0 W z v/ N SHEETTTLLE PLANTING PLAN SHEETNO. LP -1 PROJECTNO. LANDSCAPE PLANTING NOTES I. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES FOR THE COMPLETE INSTALLATION AS DESCRIBED BY THE LANDSCAPE DRAWINGS 2. ANY DEVIATION FROM THE PLAN IS TO HAVE PRIOR WRITTEN APPROVAL BY THE OWNER OR HIS REPRESENTATIVE. 3. THE LANDSCAPE CONTRACTOR IS TO REMOVE ALL WEEDS AND OR GRASSES (INCLUDING THE ROOTS) EXISTING IN THE PROPOSED GROUND COVER AREA. 4. THE PROPOSED GROUND COVER AREA SHALL RECEIVE THE PRE—EMERGENT HERBICIDE SURFLAN 75W PER MANUFACTURERS INSTRUCTIONS. APPLICATION OF THIS HERBICIDE SHALL BE DONE BY PERSONNEL LICENSED TO HANDLE AGRICULTURAL CHEMICALS. 5. ROUGH GRADING OTHER THAN THAT NOTED ON THE LANDSCAPE FINISH GRADING IS THE RESPONSIBILITY OF THE LANDSCAPE DRAWINGS IS BY THE GENERAL CONTRACTOR FINISH GRADING WILL CONSIST OF RACKING ALL AREAS TO A SMOOTH GRADE, LOOSENING TO THE SOIL TO A DEPTH OF 6" AND REMOVING ALL ROCKS OR CLODS OF 2" DIAMETER IS INCLUDED. FINISH GRADE IS TO BE 2" BELOW TOP OF ADJACENT CURBS AND SIDEWALKS. 6. ALL LANDSCAPE AREAS. ARE TO RECEIVE AN EVEN APPLICATION OF 6 CUBIC YARDS OF NITROGEN MINERALIZED STABILIZED WOOD SAWDUST, 30 POUNDS OF 6N -20P -20K FERTILIZER, 10 L8. OF SOIL SULFUR FOR EACH 1,000 SQUARE FEET. THE ABOVE AMENDMENTS ARE TO BE INCORPORATED UNIFORMLY INTO THE TOP 6" OF SOIL. 7. ALL ROCK OR UNBROKEN SOIL CLODS OVER I" IN DIAMETER BROUGHT TO THE SURFACE ARE TO BE REMOVED FROM THE SITE. B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HORTICULTURAL SOILS FERTILITY REPORT PRIOR TO SOIL PREPARATION AND PLANT INSTALLATION. SOIL CONDITIONING AMENDMENTS AND PLANTING BACKFILL MIXES SHALL BE IN ACCORDANCE TO SOIL AND PLANT LAB RECOMMENDATIONS. SOIL AND PLANT LAB: (714)-282-8777, 4741 East Hunter Ave. Sulfa A, Anaheim, CA 92807 9. GROUNDCOVERS ARE TO BE PLANTED 50 THAT AFTER SETTLING, THE CROWN OF THE THE PLANT IS EVEN WITH FINISH GRADE, ROOTS FULLY COVERED WITH SOIL AND FIRMED. 10. WATERING OF PLANTS IS TO TAKE PLACE IMMEDIATELY AFTER PLANTING. 11. MULCH ALL SHRUB AND GROUNDCOVER AREAS WITH A 2" LAYER OF 1/2" TO 3/4" REDWOOD BARK. 12. AT THE COMPLETION OF ALL PLANTING OPERATIONS, THE PREMISES ARE TO BE LEFT NEAT AND CLEAN. ALL SURPLUS MATERIALS, NURSERY TAGS AND WASTE ARE ARE TO BE REMOVED FROM THE SITE. 13. THE LANDSCAPE CONTRACTOR IS TO MAINTAIN ALL LANDSCAPE AREAS FOR A PERIOD OF THIRTY CALENDAR DAYS FROM THE DATE OF COMPLETION, ESTABLISHED BY THE OWNER OR HIS REPRESENTATIVE. ALL AREAS ARE TO BE KEPT WELL WATERED, FREE OF GRASSES AND TRASH DURING THIS MAINTENANCE PERIOD. 14, AN APPLICATION OF FERTILIZER (16% NITROGEN, 69 PHOSPHORIC, 8% POTASH) IS TO BE MADE JUST PRIOR TO THE COMPLETION OF THE MAINTENANCE PERIOD, OR AT 30 DAYS INTERVALS IF MAINTENANCE PERIOD IS GREATER THAN 30 DAYS. 15. ALL TREES, SHRUBS AND PLANT MATERIAL (OTHER THAN FLATTED MATERIAL) LESS THAN 15 GALLON SIZE SHALL BE GUARANTEED FOR A PERIOD OF i MONTH; 15 GALLON SIZE SHALL BE GUARANTEED FOR A PERIOD OF 90 DAYS. ALL MATERIAL LARGER THAN 15 GALLON SIZE SHALL BE GUARANTEED FOR A PERIOD OF I YEAR. 16. PROVICE I" LAYER WOOD BARK MULCH IN ALL SHRUB AND GROUND COVER AREAS. ME® PLAS TIC EDGING 4 �� Ep �P}IL[AN [VIEWE�[t�A�o O AppRACH aWilx ROhn5GE1WPi51(4 ttPHS. O (p ttP.)KltEfr Cl&R OF FOOipAU�,./SEE mIn TUNS. O VlA1iFmA11!%E NOSE NRE11m�E eA�iN IN -.I. i" Pis ME'- T""' m �. nNisxm cuo[ O -a'.M O Pii SRG —or—'e, 0 Ec MITIS TneEEf. sEE 0 EXi5fIN0 salt. Qe S�CunAxinFIY1501D�1 MID DDROH OF TTE O SET�tpP aF n00i81LL 3' AWVE orwruc"E°wc caneE AND slur Fon 11a1E: I NTNN TUNE ]' ttFM rnDu — N' . 2. DEE DO11LES1Mm�am Salt TREE PLANTING -DOUBLE STAKING SGEE:1l.iS. 1 Op ,r= sx-mew sP,axo Q PAx1 W.0. ODUpxo. Ox 1YAOw - 9an1a Puvroa AAG Uurt. Q P—C uxcau b 1 EEPIx — — e1 at —E Mas SHRUBS/ GROUNDCOVER PLANTING 2 I;M-_-- (Dpm Pxv,'w ax Pe ma x. Q :G,rtrt -.aO •xo mites b Pwnua ni. u izPIP of Aw varc res mwncc wwaxe SHRUBS PLANTING 3 CEP SAMWON DESIGN INC. 1-05 AN5ELE5, OA 90059 T:213 -5H4-'1545 F:213-554-7546 REVISIONS NO. DATE I REMARK 6-29-2015 DRAWN CHECKED APPROVED PROJECT NAME J A W e U C3 m C] i- -J o � � o W z CV J W /� N z V/ N SHEET TITLE PLANTING DETAILS SHEET NO. LP -2 PROJECT NO. /1 IRRIGATION PLAN SCALE: 1" = 10'-0" NX WATER BUDGET CALCULATION CITY OF DIAMOND BAD MAXPAUM APPLIED WATER ALLOWENCE THE ETD REFERENCE F09 CITY OF DIAMOND BAR IS 63.1 (INCHES PER YEAR) PROJECT CALCULATIONS FROM WORKSHEET: 14 UWYMAX.APPUEDWATERALLONANCFMAWA) THIS IS THE NATER BUDGET FOR THE PROJECT. TOTALARFATODEUNDSCAPEDINSOMREFEETINCLUDINGSU(SO.FT)- (.E00 SOFT. ISTD) (O.G2) (0.] x LA)t(0] x sLAi lAAVfA.(50.1110,G2110.]x 8.500)+(0]x01 - I40_TY (GAVYR) 2XSTINAIED IOTAL WATEH USE t0W'LG THIS IS THE ESTIMAIEDAMOUNT OF WATER THE PROJECT WILL REOUIRE FOWLAAA: (ET.)(G.19PF x HAi+SLA) X (GAV1p) IE ISJ.1110.G21 1R nAA1 + of - 0.1_GEO (GAJJYPI 0.0E THE ETU(94,6E0 GAllONPERYEAR) ISLESSTHAN (149.WS GALLON PER YEAR) THE WATEREUDGET COMPLIES WITH MAWA O. EFFECTIVE PRECIPITATION - ANNUAL PSECIPITATIONOFC"OF wulalOwRl$i_BNJNl.I OR 1_FEET THEESTIIMTED AMOUNT OF WATER EXPECIEO FROM EFFECiNE PRECIPITATION SHALLNOTEXCEEDZ%OFTIIELOCALANNUALIAEANPnECIFRATION (AVERAGE RAINFALLI G.500 X I,ZO x 02S - EDITS (CU.FTA'n) DT 15.679 gmUYR) TOTAL ESRMATEOAPPUEDWATER USE 04( UT 1GALATI- 1( 5c101 GAL - mmf fGgtm THIS LAl105CAPE DESIGN GROUPS VIIIH SIIAIIM WATER HEEDS TOGETHER iITR) DIOII.NCT IttORZONES OF LOW MATER DEMANDS. ZONB IS OF IRRIGATION SYSTEMS.SEPARATING IS ADE 18O11 SUNNY AREAS USE a FAit! GMPp DLV ICE AND BHUF OFF CONIPOLLEfl USEOFLINIFLOV—PEL.Ai1NG SPRINKLERS SEPARAIING SIAALLSYSIEM FROMURGE SYSTEMS m®® iso■� r CONSTRUCTION NOTE$ APPROVED 1. WATER METER AND SERVICE LIME SIZES SHALL BE PER THE IRRIGATION PLANS. 2. CON MOTOR SHALL CONFIRM WATER PRESSURE PRIOR TO INSTALUNO PROJECT NAME THE IRRIGATION SYSTEM. SHAH. REOUEST PW! CMIGE IF PRESSURE IS LOWER THAN THE DESIGN RATING. B. RIGID PIPE, COPPER TYPE'ICAND/OR BRONZE PIPE STALL CONVECT THE BACK FLOW TD THE SERVICE UNE 4.CONTTAMORSMMC NTACTUNDERGROUNDMIODIFICATION SERVICE. MIS ALERT; PRIOR TOANY UNDERGEOUNDAC TVPY AND REOUEST DRAWINGS OF THE EXISTING SITE URLRIES. S. OWNER SHALL PRIMES AN V GATE VALE ATTIRE EXISTING WATER SERVICE FOR THE IRRIGATION MAINLINE POINTOF CONNECTION 6.OWNER SHALL PROVIDE i20 VOLTELECTRICAL POWER OUTLET AT THE IRR[" ION CONTROLLER LOCATION,CONHUCTOR SNALLMAKE FlNAL ELECTRICAL CONNECTION TO TME CONTROLLER. ]. CONTRACTOR SHALL ADHERE TO ALL CAL OSHA REOUIREMEMS. ANO PROTECT THE PUDUC FROM HIS CONSTRUCTIONACTNRIES. B.ALLWORK SHALL COMPLY WITH THE LATEST UNIFORM PLUMBING CODES AS WELLAS LOLL ORDINANCES. 0. CONTRACTOR SHALL PULLALLWIRES THROUGH CONDUIT FROM $TREETLEVEI-MPOOIUMLEVB- 10. ALL CONDUITS SNALL BE COORDINATED WITH GENERAL CONTRACTOR Il. SUB LAB COPPER PIPES SHALL BE PROVIDED BY PLUMBING CONTRACTOR WSWOOUTATPLAMERS, Ii ELEGIM CAL CONOURS FOR CONTROLMIRES TO CONTROLLERS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 10, LANDSCAPE CONTRACTOR SHALL PULL WIRES THROUGH EXISTING CONDUIT FROM CONTROLLER LOCATION TO EACH REMiOTE CONTROL VALVEASOVE SUB. t4. CONTRACTOR EHALL COORDINATE ALLUNDER STAR WORK WITH GENERAL CONTRACTOR PRIOR TO COMMENCING ANY WORK IRgIGATION NOTPR IAANIGATION PLAN IS OAGMAATIC.ALL PIPING AND IRRIGATION IMPROVEMENTS SHALL BE SAMWON IRRIGATION LEGEND DESIGN INC. GYMSOL UPS MODEL OESCTiN RAO. ARC PBI GPM RIP 1500 WILSHIRE BLVD, P8 THEATTENRON OFTHE OWNERS REPRESENTATIVE L05 AN5ELE5, CA 90051 A HUNTER PEOS12-I'll V-MPINSHIS it POP-UPROTATORADIUSTABLEARC IV 00 40 0.10 T:113-384-1545 Q HUNTER PROS-I2-PR510LV-MPI NIR 1TPOP-UPROTATORAWSTADLEARC IV 100 40 0]2 F:13-384-1546 ® HVIDER PIN-12-PR—M-160 Irl'—UPROTATORAWUSTABLEARC 19 0FK1 40 OATS V O. AOJUSTALL SPRINKLER HEADS FOR DMAtUM PERFORMANCE AND TO PREVENT OVER SPRAY PRESSURE NVIIUNE-PVD ECK 401PS PLASIIC PIPE (SNE PER PUNT, ON TO WALNS. ROADS.ANDIOR BUILDINGS INCLUDING SELECTINGIHE BEST DEGRMOF ARC TO FITIHEEXISTINGSITECONDRIONS. L'UP.V.C. SLEEVE UNDOR PAMNG .m -'no min rmmn....o, w.qi. O ZO NONPRESSURE LATERAL, SCI 1. 40 PVC (Sa PER PLAN VA IE BOXETONS,ALLSPUCES W/ P,V.C. SLEEVE UTIM PAVING s RVREONE EXTRA EERUNTRAWIREWDTINUNE. DIFFERENT THAN THE CONTROL AND COMMON WIRES. NE O MPIERD LANDSCAPE BRIP XF SERIES kFDff I0(BIT SURFACEI S'ALL TRENCHERUNTD BE COMPACTS 9,TRENCHES SHALL BE COMPACTED ANO10R JETTED TO PREVENT SETTLEMENT. Q — Q, � RIANTHE PRESENCEOFTHEOWNERRREPRESENTATNE: REVISIONS -------- A: PRESSURETEST MAINLINE UNDER HYDROSTATICPRESSURE OF I50PEI FORA MINIMUM OF 2 HOUR$. CONTRACTOR MAY CENTERiOAD PIPE WITH SACKF11J.TOPREVEMARCHING IWNERp W;ESCAPE DRIPkF SERIES XFS-16(SUESURFACE) z OR SUPPING OF PIPE ALLJOINTS SHALL REMAIN EXPOSED FOR INSPECTION. cm J W NO. DATE REMARK R.- }-p ROOT ZONE WATERING SYSTEM RAINRIRD FIWSDC.1402 (Ov'GPM) 1 TG2]/I5 N F.FP PEWCED PRESSUREBM1CHR0IV FERCOD25NII-lm 2 12N/1S H M11GCOGRONZE GATEVALVE T--"flERMAINUUESSRI D I2/ifJiS ® LOW FLOYI CONRIOL ZONE KRB W/QUICK CHECK Pn DASKET FlLTEn PNNOPID XU75,MFV//NRRELIEFV&W.-PROVIDECHECKVAL ATLM''/EfiDOFWPMI)DNUNE ® COIAMERCALMEVUMF—CONNROLIEINEP..RSIWOUICKCHECKPRDASKETFILTM (WNEnO XU`Pn0.IC M 'PROVIDE GiECK VALVE AT LOJI END OF IFRKATIOt! UNE AUIOLATICIPPIMNONCON7NOUER-NI NDESP4XMVNISTA, BGTALLINMNDMDLMWEDXIVMIN=7WPAO*MT ESUMORIA IMOnEOML ® RAItlSENSOn: RA)I:pIRp WRZSENES (YARElE551 Q. DL'ICK COUPLER VALVE- RANGInD M DROG'4' NOTEPROVTDECHCCKVALVtSATTN[LOVI ENp OF IRRIG4110N WIES TO PAM14T Ul1VAMED ORNt:ING OF RPIGATIONUNEG A.I vAWi $EauD,cE DATE 6-29-2015 vu�r BVE �• j� G.P.N. DRAWN CONSTRUCTION NOTE$ APPROVED 1. WATER METER AND SERVICE LIME SIZES SHALL BE PER THE IRRIGATION PLANS. 2. CON MOTOR SHALL CONFIRM WATER PRESSURE PRIOR TO INSTALUNO PROJECT NAME THE IRRIGATION SYSTEM. SHAH. REOUEST PW! CMIGE IF PRESSURE IS LOWER THAN THE DESIGN RATING. B. RIGID PIPE, COPPER TYPE'ICAND/OR BRONZE PIPE STALL CONVECT THE BACK FLOW TD THE SERVICE UNE 4.CONTTAMORSMMC NTACTUNDERGROUNDMIODIFICATION SERVICE. MIS ALERT; PRIOR TOANY UNDERGEOUNDAC TVPY AND REOUEST DRAWINGS OF THE EXISTING SITE URLRIES. S. OWNER SHALL PRIMES AN V GATE VALE ATTIRE EXISTING WATER SERVICE FOR THE IRRIGATION MAINLINE POINTOF CONNECTION 6.OWNER SHALL PROVIDE i20 VOLTELECTRICAL POWER OUTLET AT THE IRR[" ION CONTROLLER LOCATION,CONHUCTOR SNALLMAKE FlNAL ELECTRICAL CONNECTION TO TME CONTROLLER. ]. CONTRACTOR SHALL ADHERE TO ALL CAL OSHA REOUIREMEMS. ANO PROTECT THE PUDUC FROM HIS CONSTRUCTIONACTNRIES. B.ALLWORK SHALL COMPLY WITH THE LATEST UNIFORM PLUMBING CODES AS WELLAS LOLL ORDINANCES. 0. CONTRACTOR SHALL PULLALLWIRES THROUGH CONDUIT FROM $TREETLEVEI-MPOOIUMLEVB- 10. ALL CONDUITS SNALL BE COORDINATED WITH GENERAL CONTRACTOR Il. SUB LAB COPPER PIPES SHALL BE PROVIDED BY PLUMBING CONTRACTOR WSWOOUTATPLAMERS, Ii ELEGIM CAL CONOURS FOR CONTROLMIRES TO CONTROLLERS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 10, LANDSCAPE CONTRACTOR SHALL PULL WIRES THROUGH EXISTING CONDUIT FROM CONTROLLER LOCATION TO EACH REMiOTE CONTROL VALVEASOVE SUB. t4. CONTRACTOR EHALL COORDINATE ALLUNDER STAR WORK WITH GENERAL CONTRACTOR PRIOR TO COMMENCING ANY WORK IRgIGATION NOTPR IAANIGATION PLAN IS OAGMAATIC.ALL PIPING AND IRRIGATION IMPROVEMENTS SHALL BE LOCATED DI PWFTINGARFAS WHEREVER POSSIBLE 2 00 NOTINSTALLTHE IRRIGATION SYSTEM AS EHOLVN ON THE DRAWINGS WHEN THE FIELD CO NDMONSAREOBVIOUS,THATOBSTRUCTIONS.GI DEDIFFERERCEANDAREA DIMENSIONS ARE NOTACCURATE SUCH DIFFERENCES SHALL BE BROUGHTTO THEATTENRON OFTHE OWNERS REPRESENTATIVE N n S. VALVE BOXES SHALL BE LOCATED 1T FROM THE EDGE OF CURB, WAUXWAYS AND VALVE EOXE$ SNALLBEAMINIMUMO—APART. W OR4. PROVIDE MINIMUM 1P COVER FROM FINISH GRADE TO TOPOF PIPE. PRESSURE PIPE (MAINLINE). AND 12—FOP NON PRESSURE PIPE LATERAL UNE V O. AOJUSTALL SPRINKLER HEADS FOR DMAtUM PERFORMANCE AND TO PREVENT OVER SPRAY Q ON TO WALNS. ROADS.ANDIOR BUILDINGS INCLUDING SELECTINGIHE BEST DEGRMOF ARC TO FITIHEEXISTINGSITECONDRIONS. Q O] 6. COMnOL WIRES SHALL SE BUNDLED WITH ELECTRICALTAPE AT ID FT.ONCNETER AND BIR THEM O ZO GONNEATH SPLICE SHALL BE MAGE WI1H PENTILE ON EQUAL WIRE CONNECTORS ].IN VA IE BOXETONS,ALLSPUCES N s RVREONE EXTRA EERUNTRAWIREWDTINUNE. DIFFERENT THAN THE CONTROL AND COMMON WIRES. NE O Q S'ALL TRENCHERUNTD BE COMPACTS 9,TRENCHES SHALL BE COMPACTED ANO10R JETTED TO PREVENT SETTLEMENT. Q — Q, � RIANTHE PRESENCEOFTHEOWNERRREPRESENTATNE: /1 W A: PRESSURETEST MAINLINE UNDER HYDROSTATICPRESSURE OF I50PEI FORA MINIMUM OF 2 HOUR$. CONTRACTOR MAY CENTERiOAD PIPE WITH SACKF11J.TOPREVEMARCHING co W z OR SUPPING OF PIPE ALLJOINTS SHALL REMAIN EXPOSED FOR INSPECTION. cm J W B:COVERAGETEST.SHALLBEPERFORMEDTODETERMINEIFTHECOVERAGEISCOMPLETE ANDADEOUATE R.- a C 11.CONTRACTOR SMLLGIAMNTEEWORKAGAINSTOEFECTNEINSTALLATIOtIMDFAULTYPA IS FOR PERIOD OF 12 MONTHS. �9 W L^^ N V/ H2 N SHEET TITLE IRRIGATION PLAN SHEEFNO. U-1 IOFVCEXHAURITLADER 2OMC ORM IAMAPOLD FROIA MIN UIRDCONIFOLZORE VALVE KIT (SIZED 10 MEET NAT EML FLDYJ OEIAND) O WC SCH 40 TEE OR EL RYPICAL) O MB X HALE FTITIN'G: PLAN RIRD TIED- RATING AYFVl-j O VSFEVETENOFAREA O PEIUMETER DBIPLINE PIPE TO BE INSTALLED i- FROM PEADAVOi OFARM O ON SURFACE DDIFUNE: MIN BIRD XF SERIES DISPUTES AYPECAW DLE FOTA:XFODn"UNE NO W POTAp1E XF DP DRIPUN E O FLUSHFOINi "RM) SEE RAN RIRD DETNL-D FLUSH POINT' OPVCSCH40RISEDPIPE RAINBIRD XFD ON SURFACE DRIPLINE 13 OFVCENIUUSTHFADER PVC SOH 401EE OR EL(T-AA) DMRB%LIALEFN-A, : MIN EIRDXFD.MA FITTING(T Ckt) �FLUSHPOINTOWIGNJ BEE RAIZ! BMD DSTAD'XFE FTUSH PGM'OD 'XFS FLUEI I POIIJT WAI I BALL VALVE' S3FEBILIEIEBOFARM FEA METER DRIPUNE PIPE TO BE INSTALLED — FROM FERHMETER OF ANG I) S1.6EURFACE DRIPUNE MPJ BIRD XF SERIES D."UYE (MIME 9D) k' POLYLTHVLEIIE "EK-rum— RA 4 WIK.TUNIJG:MIN BIRD XF SERIFS BLANK TUDIEKI 1) MBB %BARB INSERT TEE OD CROSS: MRIBEADIE-MOR MIN BIRD0BCR—fTYF T 0) AIR RNWCF VALVE: MTI! BIRD AR VALVE KN SEE PAM BIRD DETAI-A PEUEF VALVE KAP PVCSUPFLYHEADER 2 FVCGRIP MANIFOLD FROM RAW BR—ARCL ZONE VALVE FS T IS (ZED i0 MEET LATERAL FLOW DEIAAIID) 3' FIC SCH aO DE RNARE Xd'ia-W INSET A RAINBIRD XFS SUB SURFACE DRIPLINE u:nu: Ha a 14 (D 30E40H LINEAR LENGTH OF WIRECOILED OWAiEFUMMFC01NECHON RAIN BIRD SPLICE•111 OF 2) O ID TAG: MIN BIRO IID SERIES O VALVESO%VADHCOVER! RANSiDVBSTO OFINSH GPADEROP OF MULCH O REMOTE CONTROLVALVE M N GIRD FFDCp.PSSD WITH NP.HAN ] FVC BCH EO NIPPLE (CLOSE) 8 PJC SCH4DELL G PJC SOH EO NIPPLE (LENGTHASREOUI IED) 10 SPICK(IOF4) it PJC MAAUNE PIPE 12 SCHSONIP('tE124RCH LENGTH. HIDDEN) AND SC144DELL 13 PVCSCH40TEEORELL 14 PVC BCH 40 MALE ADAPTER f5 PJC LATERAL PIPE 18 3.O41JC11MINIMUM DERR I OF W44NCHWASHEDGMVEL REMOTE -CONTROL VALVE EFB-CP SERIES n JIJLLE: O 44NCH LOCKING GRATE IINCLUD7J) O flURULF.P; MIN DIED 1101025 GPM (t' WDED O ROOT WAi[RJING SYSTEM: OPECEMJNGIDDFINSSIEUI tGIM BUS WEAH RISER GRATE. WND ASSEMBLY, i?MALE NPTINLET,ANp M$KET CAt15t[A) O FINIGHGRAOEROP OF MULCH O OPTIONAL FWSSAND SOCK IRWSSOCIj FORMA O SWING 1I24t1CN POLY SWING PIPE INCLUDED) (D 12 -INCH SPIRAL MER ELBOW IINCLUOEO) O 124NCH SWING ASSEMBLY pNCLUDED) OU,I,ICHuALEHPT I,ILET FIJCLUDED) O WCSCH:OI[E OR [L O WC OE POLYEMYIENE LATERAL PIPE 0 4'WIDE XM' LONG RIGID EASKST WEAVE CANISTER pNCLUDED) OIM -INCH STRAIGHT SPIRAL RARE FITTING H OF 2, VJCLUDM) R00T WATERING SYSTEM RWS SERIES n sLALE: N.Is. 1 v OFlH-,,GRADE O STNIDMDVALVEDOKVAIHCOVER: RANBIROVDSLD OWATERPROOF CON11CCOON: MW 00 SET¢ES VALVE ED IDTAO 5 "I'll LINEAR UUIGRI OFWIRECOIL 1 6 Pfl[SSUPE PEGVIAMNG FILTER: MIN RIRD PRF-0JGRBY LINC0IOED W XC24lT5PRF KIN O PVC SCH aOFEIMLEADMIOR O LATERA -FIFE BQ P"W B A OMBOL (ENCL MIN BIRD LVF -015 SNClUOE U IFI NCZOJSPPF KIT) AVEC SO aDTEE GD ELLTOIJAYIFOlO 'it 34NC11 MIrIWLIM O[PiiV OF ✓HN'CH\YAGIIED GM'JEL (DIVESHGMDUIOPOFAJULCH 2O ROOT WATERING SEIUES: FINN BMD RWS SERIES N OF 2 SHOWN. MORE POSSIBLE) O SWIFIGASSEMOLY BNCLLIDEOJ f1 OF 25HOtVN, MORE FOGSIGLEi O RFNCHGMLE NET INLET ONCLUDED) (I OF 2 SHOWN, MORE Po551B11T 5O PVC BCH 40 TEL OR EL 11 OF 2 SHOWN. MORE POSSIBLE) OVC POn MLYMIME14E LATERAL PIPE Oi OPTIONAL HAS SAND SOCK (RVJSS R)FOR SANOJSOILS It OF 2 SHOWN, MORE POSSIBLE) O PUNTROOTMLL RWS INSTALLATION FOR TREE SINE: ORC l4]I,DNt O° I�wa"slAinnt O —100 ASDEO'. I Oo P.L [O14STFEDDELL OP\C IAtERAt t4i ROTOR POP-UP SPRINKLER 12 CONTROL ZONE KIT: XCZ-LF-075-PRF 3a suLE D.T.S. O O FINISHGMDEROPOFIAULCH O QUICWCOUPUNGVALVE: MIN BIRD MODEL 320HP O VALVEBO%\YITFICOVER: RAIN BIRO V8,01I4D (D PJCSCHBONIPPLE (LENGTH AS REQUIRED) O SINCH IAINIMUM DEPTH OF 344NGI WASHEDGMVEL O BRICK It OF 2) O WC BCH aO STREET ELL O PVC BCH 40 ME OR ELL O PJC MAINLINE PIPE 10 PJCSCI.0ELL O 2'XZREOW0DDSTAKEWIRI WAIMESSSIEELGEAA CLANPSOREOUNALEW NOTE SUPPpPi SYStEM FURNISH FIiI1NG5ANDPIPINGNOMIWLLYSIZEDIDENVG TO NOMINAL OUICX. COUPLING VALVE BJLET SIZE. U9 ICK COUPLER VALVE DuLE. rv.Ls, o PAVING 011=1I LANDBACKFILL COMPACTED : MITI: �_ ,1 I III- TOTHE DEFJSRYOF LATERNGBOIL -, F— INSCH, L01E5 j INscH4os1EEVE - CONTROL WIRES IN SCH 405LEEVE :.0�..., ..0 -�L_ UNOISTURBEDSOIL W�IIJBCH40 o: ---_-�_..... _ SMAN�UNE D �_-I�_ PVCSIEEV[S TORE CCC I IIII�IIII-III_ill lL—Ill�llll—VIII RYCERJED GASTER OFTHEPIPEOfl VARC BUNDLECARRIED. "IDIE'DJSECE :¢' :1 V<' * INSTALLED IN ROCK SOIL SLEEVE INSTALATION 7 LOWVOLTAGE WMES,3I WIMUM OUTER CASE OF CONNECTOR E— CCppIIL�AAN����,,'OO`iPPFFiBT VTRES FFl!OGGR PROPER WIIM PECOPAMLNJLTALLED COIOJECTORINGERT NOTE: FILL OUTER CASE WITH SMIER PRIOR TO FINAL ASSEMBLY. WIRE CONNECTION B NODLIF EY SAMINER OR PRESSURE REGULATOR ISSPECIFIED, INSTAL.ON EITHER RIE HORIZONTALPIPING OR ON THE 005VR6MGIA LEG AB SPACE PERMITS BA lKFLOW DEVI E 1 FINISH GRACE RPDEVICE SEE LEGE ND FCRSPECIFIC TION BRASS GALL VALVE TP. BRASS NIPPLES MIN. 4' TYP. BRASS ELL, 4 REQUIRED PRESSURE REGULATOR IF SPECIFIED BRASS UNION. 2REOMRED BRASS AMERS LENGTH AS REO. W C MAIN UNE TO MASTER VALVE BCH EO PJC FEMALE Ad1PTSIT SCH GB PJC NIPPLE V LAIN. FVIOUAINLINE !D nN "PA iD fAN IPl Tv1uM v¢1¢ vJu KOn ©i naI of a..J lu:¢tl O VV4VIB DIUf[Lt�1.2 lO f1Nd20INJf M 3 REE.ODOUR Q NIL3W.IWLOM u-wDv minaJln © ib V!L N BI DIDXY. D14N IIH¢!6%A O D(IUIIIIIGY.If F} AV44 ESP -SMT SMART CONTROL SYSTEM M.,LL N.1�. 2 PLASTIC ROUND VALVE BDX WRI I DOLT DOWN COVER USE STAINLESS BOLT NUTANO WASHER. HEATBRAND-G 'ONTOUD. IWFIPE GATE VALVE 3 s RAIN BIRD MMAPOCTEE NTEE: O SUBSURFACE DRIPLINE ®3h I RAIN BIRD XF SERIES DRIPLINE POTABLE XFS DRIPLINE NOVO(( 1311: %FSP DRIPUNE INLINE DRIP EMITTER i 2 3 V (D TIED OYJN STPXE:.N.IA. TO. WAMIBEND (TYPICAL) O TURF/FINISH GRADE OR SHRUB BED WITH MULCH NOTES: 1. UCS BE DOWN STARES EVER/ THPEE FEET IV SAND.FWHFEET UI E..N AIfl ME EETINGAY. 2. AT R111 VIE WHERE THE HE IL A CHANGE OF DIREC AR N SUCH AS TEES CD ELSQAS. USE TI EOMI STANESbl EAGf IED DF 111ECIJAHGE OF CMECIION. YUSEDDDNPLOJJANDIDFHCnE014^TAl1Al101G WNOl RcOjME TE D0t1N51PNER XFS SUB -SURFACE DRIPLINE BURIAL / 1 N..B v L05 ANaME5, OA 90051 T:713-3,54-'1545 F1213-384-1546 •w�+YvdwW Ne✓urowrvlN mnvm bbu�wNNW .nmm,r.rv�.mnemme��.�lvu m REVISIONS NO. DATE REMARK DATE 6-29.2015 DRAWN CHECKED APPROVED PROJECT NAME J W m Q D, o 0 C3 W CN J UJ 'm '^^ m v/ N SHEET TITLE IRRIGATION DETAILS SHEET NO. U-2 PROJECT ND. Pi CSAMWON (f")*O* DESIGN INC. The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T,,213-384-7545 F:213-384-7546 Aug 04, 2015 SAMWON DESIGN INC. P8 The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 WILSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 Aug 04, 2015 VIEW FROM FRONT RIGHT SIDE SAMWON DESIGN INC. 250D MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T.*213-384-7545 F:213-384-7546 The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 Aug 04, 2015 VIEW FROM REAR RIGHT SIDE Pil The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F.213 -3B4-7546 Aug 04, 2015 tj . . . .. ... . . The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F.213 -3B4-7546 Aug 04, 2015 SAMWON (300 DESIGN INC. REAR YARD / ELEVATION The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T,.213-384-7545 F:213-384-7546 Aug 04, 2015 FRONT BIRDEYE VIEW SAMWON COO DESIGN INC. The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 Aug 04, 20115 REAR YARD BIRDEYE VIEW SAMWON GUTO" DESIGN INC. The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 250D MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T-.213-384-7545 F:213-384-7546 Aug 04, 2015 FRONT ELEVATION (TUOSAMWON DESIGN INC. The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 Aug 04, 2015 0 . . . . . . . . . . . (TUOSAMWON DESIGN INC. The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 Aug 04, 2015 SAMWON COO DESIGN INC. 2500 MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T:213-384-7545 F:213-384-7546 REAR ELEVATION The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 Aug 04, 2015 L The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 Aug 04, 2015 SIDE/EAST ELEVATION SAMWON 000 DESIGN INC. The Na Residence/23728 Ridge Line Rd. Diamond Bar, CA 91765 250D MLSHIRE BLVD. #834 LOS ANGELES, CA 90057 T.,213-384-7545 F:213-384-7546 Aug 04, 2015 SAMWON 000 DESIGN INC. 2500 WILSHIRE BLVD. #834 LOS ANGELES, CA 9DD57 T:213-384-7545 F:213-384-7546 SIDE/WEST ELEVATION The Na Residence / 23728 Ridge Line Rd. Diamond Bar, CA 91765 Aug 04, 2015 WITe 141014107,112101091:71 CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 UTC14MUTIVIEWTIEKAW10.4 offm-111 MEETING DATE:. January 12, 2016 CASE/FILE NUMBER: Development Review and Tree Permit No. PL2015-317 PROJECT LOCATION: 2502 Razzak Circle Diamond Bar, CA 91765 (APN 8713-009-066) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: Rural Residential (RR) PROPERTY OWNER: Wasif Siddique 11076 Ventura Drive Mira Loma, CA 91752 APPLICANT: Robert Larivee, Award Winning Designs 14442 Crest Drive Victorville, CA 92395 The applicant is requesting approval of a Development Review application to construct anew 7,888 square -foot, multi-level, single-family residence with an attached six -car garage on a 1.67 gross acre lot. A Tree Permit is also requested to remove five, protected Black Walnut trees and replace them at a 3:1 ratio. Adopt the attached Resolution (Attachment 1) app(oving Development Review and Tree Permit No. PL2015-317, 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), at the end of Razzak Circle, a cul-de-sac intersecting with Steeplechase Lane. The property is an irregular, triangular-shaped, undeveloped lot which slopes downward from the street at a 22.5 percent average grade to the rear property line. There are numerous trees and dense vegetation throughout the site, including 50 Black Walnut trees. The project, as proposed, was previously approved by the Planning Commission on May 13, 2008. However, the entitlements expired before the project could move forward. The property is legally de * scribed as Lot 181 of Tract No. 30578, and the Assessor's Parcel Number (APN) is 8713-009-066. Project Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 73,120 square feet (1.67 acres), and includes 52,269 square - foot restricted use area (RUA) easement. The restrictions set forth in this easement are such that the easement prohibits the construction of buildings within these areas. The site and grading plans show a portion of the proposed building located within the RUA. The existing RUA will need to be formally removed from all legal documentation. A condition of approval has been incorporated into the attached Resolution addressing this issue. The property's current net buildable area (i.e., minus all easements) is 20,851 square feet (0.48 acres). The proposed house will be situated on an expanded manufactured pad towards the front of the lot, a minimum of 42 feet—measured ' from the nearest vertical column of the parte cochere—to the front property line along Razzak Circle. The proposed grading will facilitate a level pad to construct the home and create a minimum 25 -foot rear pad to comply with the City's development standards for the rear setback. Due to topographical constraints, no swimming pool, accessory structures, or other amenities are provided with the exception of decorative landscape and hardscape features. Landscaping is proposed throughout the front and rear of the house to enhance the architecture and to create an overall site design that blends in with the neighboring homes and the natural environment to the site. In addition, the landscape plan is pr ' dposed 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 to comply with Governor Brown's Executive Order B-29-15 related to significantly reducing the area of turf and sod ground cover planting. Architecture The multi-level home consists of the following components: A 1,978 square -foot semi -subterranean basement level, consisting of a laundry room, maid's bedroom with personal pantry (snack bar) and bathroom with walk-in closet, and an integrated family/recreational/exercise area leading to a covered outdoor patio area with exterior stairway access to the rear yard pad area; Development Review and Tree. Permit No. PL 2015-317 Page 2 of 10 A 3,220 square -foot raised main (street) level, consisting of an entry area, living room, dining room, family room, music room, library, primary kitchen with a second kitchen, breakfast and sun rooms, and a guest bedroom with bathroom and walk-in closet; A 2,690 square -foot upper level, consisting of five bedrooms, including a master suite, each with a respective bathroom and walk-in closet; a 2,640 square feet of porch/patio/deck/balcony areas; and e A 1,440 square -foot, six -car garage. The multi-level home is accessed by two internal staircases. The maximum height of the building is 35, measured from the finished grade to the highest point of the roofline. The architectural style of the home is a contemporary Mediterranean design, with concrete roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; smooth textured stucco throughout all elevations; pre -cast concrete columns at the front entrance; pre -cast concrete balustrades on balconies; and vinyl window framing throughout the fenestration pattern. The applicant has obtained approval from The Diamond Bar Country Estates Architectural Committee. �'.`,�^ �.o. "�-.. ) 11.11 011��ll �1AI�1 __ (�d I �O Og (� �� Illdll 111) 111111111 Lin IIS Illtll� iii liiiiii� �1 = � I 11 � - �ii��i �i� _ �°Aj�l iiiiiii Front (South) Elevation Development Review and Tree Permit No. PL 2015-317 Page 3 of 10 Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Site I Rural Residential North Medium Density Residential South Rural Residential East Rural Residential West Rural Residential RR Single -Family Residential RMH Multi -Family Residential RR Single -Family Residential RR Single -Family Residential RRSingle-Family Residential Adjacent Property to West Site (Plan View) Aerial Project Site Adjacent Property to East Development Review and Tree Permit No. PL 2015-317 Page 4 of 10 Aerial View of Project Site FUMM�M I -MIMKIMTFI i — " 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 staffs recommendation to approve the DR and TP applications. New construction of a single-family home requires Planning Commission approval of a Development Review (DR) application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. I As stated in.Section 22.48.010 of the Development Code, the Development. Review process. was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Development Review and Tree Permit No. PL 2015-317 Page 5 of 10 Site and Grading Configuration: The project site is located on an irregular triangular shaped property with a descending 22.5 percent average slope to the rear property line. The applicant is proposing to cut 1,150 cubic yards of soil and fill 400 cubic yards of soil to create a wider buildable pad towards the front of the property. Therefore, 750 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 50 and 75 hauls (100 to 150 total truck trips). A raised graded berm will be used at the rear portion of a proposed graded pad to create an ascending portion of the manufactured grade to facilitate useable open space at the rear of the property. Thus, the need for retaining walls associated with a pad is not necessary and the rear setback distance from the rear elevation is taken from the top portion of the ascending grade. 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: Variety of hip, valley, and turret roof styles with concrete roof files; Fagade details emphasizing horizontal lines, such as horizontal moldings underneath windows offsetting stucco color tones, and cornice elements underneath roof eaves; a Tower structure at entrance; Development Review and Tree Permit No. PL 2015-317 Page 6 of 10 11 L r2 V 10'-0" on one side and 10' — east side 15'-0" on the other side 27'-3" — west side Side I J In IJ Iffl"M 34'— east side 168'— west side QOJ ION Maximum of 30% i F` ............................. Max "m kiing 2-car•arage 1`5pra 4'exposed 6exposed Site and Grading Configuration: The project site is located on an irregular triangular shaped property with a descending 22.5 percent average slope to the rear property line. The applicant is proposing to cut 1,150 cubic yards of soil and fill 400 cubic yards of soil to create a wider buildable pad towards the front of the property. Therefore, 750 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 50 and 75 hauls (100 to 150 total truck trips). A raised graded berm will be used at the rear portion of a proposed graded pad to create an ascending portion of the manufactured grade to facilitate useable open space at the rear of the property. Thus, the need for retaining walls associated with a pad is not necessary and the rear setback distance from the rear elevation is taken from the top portion of the ascending grade. 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: Variety of hip, valley, and turret roof styles with concrete roof files; Fagade details emphasizing horizontal lines, such as horizontal moldings underneath windows offsetting stucco color tones, and cornice elements underneath roof eaves; a Tower structure at entrance; Development Review and Tree Permit No. PL 2015-317 Page 6 of 10 • Arched windows; • Pre -cast concrete balustrade railing; • Porte cochere entrance with gabled pediment supported by Tuscan columns; and • Natural colors used to highlight architectural details and integrate with the landscape. The applicant is proposing to use a variety of colors and materials to create character and articulation. The fagade of the house will have smooth textured stucco walls and vinyl window framing throughout the fenestration pattern. 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; 0 The proposed new single-family residence is appropriate in mass and scale to the site; 0 Elevations are treated with detailed architectural elements; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hip and valley roofs; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; a Large wall expanses without windows or doors are avoided; a 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. 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, two Date Palms will flank the front entrance to the home and two 15 -gallon Aleppo pine trees will be planted on opposite ends of the front elevation, with an additional Aleppo pine planted on the west side of the driveway entrance Development Review and Tree Permit No. PL 2015-317 Page 7 of 10 leading towards the garage area. The inner landscape planter of the circular driveway area will contain integrated ornamental planting with flagstone pavers surrounding a small water feature. Also, a variety of groundcover and shrubs will be planted along both side property lines. All proposed 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. 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 (DBMC Section 22.38.1 10) A Tree Permit is required when the removal or protection of a protected tree is requested. A protected tree is any of the following: ® Native oak, walnut, sycamore and willow trees with a diameter at breast height ("DBH" i.e., 4.5 feet above ground level) of eight inches or greater; ® Trees of significant historical or value as designated by the council; ® Any tree required to be preserved or relocated as a condition of approval for a discretionary permit; ® Any tree required to be planted as a condition of approval for a discretionary permit; and ® A stand of trees, the nature of which makes each tree dependent upon the others for survival. The Development Code requires the preservation and maintenance of walnut trees with a DBH of eight inches or greater. When removal is allowed as a result of new development, replacement trees shall be planted at a minimum 3:1 ratio in residential lots greater than 20,000 square feet. The applicant submitted a tree survey, prepared by a licensed arborist on September 18, 2015. The survey identifies 50 Black Walnut trees on the property, 34 of which are determined to be protected trees. Of the 34 protected trees, the applicant is proposing to remove five of the trees due to bad health, severe pruning, and bad structure of the trees and located within the construction/grading area. The preservation of these five trees is not feasible because it would compromise the design and construction of the project. Further, the relocation of the trees is not feasible due to the existing health condition of the trees. The applicant is proposing to replace the five trees with 15 minimum 15 -gallon size Black Walnut trees. However, a condition of approval is included in the Resolution to provide for 15 minimum 24 -inch box Black Walnut trees meeting the minimum required 3:1 ratio and size for replacement of protected trees. The planting of 15 new protected species will provide sufficient replacement of the natural landscape. Development Review and Tree Permit No. PL 2015-317 Page 8 of 10 ----------------------------------------- J 11V Five (5) Black Walnut trees to be removed ` � \ n / ` J (in Red Circles). ... .... 11,1111 1111 11AI, .......... ""= ....... _Y. �.A 51 &KOUO 6OVf.P15H9UO F &ROUNO 09M X ORNAMONTAI, VIANfl L Landscape Plan — Identifying Black Walnut Trees to be Removed Compliance with Hillside Management Ordinance (DBMC 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: No retaining walls associated with the building pad are proposed and non -building pad retaining walls are ata.maximum exposed height of four feet; Earth tone building materials and color schemes are used that blend in with the natural landscape; and The building will incorporate appropriate mass, scale, and design features to blend in with the natural environment. The building has an appearance of a two-story structure because the bottom floor is a semi -subterranean (basement) level. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Development Review and Tree Permit No. PL 2015-317 Page 9 of 10 The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views since the home will be situated closer to the street than the home to the west and at a lower pad level than the home to the east. The proposed house is comparable in floor area, mass, and scale to existing 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 Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. Z•1I��e I :.i _0 �10 I zl�l On December 22, 2015, public hearing notices were mailed to property owners within. a 1,000 -foot radius of the project site. On December 31, 2015, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was posted at the site, and a copy of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. 106MfUT, 1:*031_1114 � lUl, 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 ,, / ,, I --- Josue Espino Planning Consultant Reviewed by: Graa'be.SAee Se-flor P1,9iter Attachments: 1. Draft Resolution No. 2016 -XX and Standard Conditions of Approval 2. Tree Report Dated September 18, 2015 3. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review and Tree Permit No. PL 2015-317 Page 10 of 10 PLANNING COMMISSION RESOLUTION NO. 2016 -XX A RESOLUTION OF THE PLANNING COMMISSION OP THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW AND TREE PERMIT NO. PL2015-317 TO CONSTRUCT A NEW 7,888 SQUARE -FOOT, MULTI-LEVEL, SINGLE- FAMILY RESIDENCE WITH AN ATTACHED SIX -CAR GARAGE ON A 73,120 GROSS SQUARE -FOOT (1.67 GROSS ACRES) LOT; AND A TREE PERMIT TO REMOVE FIVE PROTECTED TREES TO BE REPLACED AT A 3:1 RATIO LOCATED AT 2502 RAZZAK CIRCLE, DIAMOND BAR, CA 91765 (APN 8713-009-066). A. RECITALS The property owner, Wasif. Siddique, and applicant, Robert Larivee, Award Winning Design, has filed an application for Development Review and Tree Permit No. PL2015-317 'to construct a new 7,888 square -foot, multi-level, single- family residence with an attached six -car garage located at 2502 Razzak Circle, Diamond Bar, County of Los Angeles, California. 2. The following approvals are requested from the Planning Commission: (a) Development Review to construct a new 7,888 square -foot, multi-level, single-family residence with an attached six -car garage; and (b) Tree Permit to remove five protected Black Walnut trees to be replaced with a total of 15 minimum 24 -inch box size Black Walnut trees. Hereinafter in this Resolution, the subject Development Review and Tree Permit shall hall be referred to as the "Proposed Project." 3. The subject property is made up of one parcel totaling 73,120 gross square feet (1.67 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 181 of Tract 30578. The Assessor's Parcel Number is 8713-009-066. 5. On December 22, 2015, public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site. Also, public notices were posted at the project site and the City's three designated community posting sites. On Dbcember 31, 2015, 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 January 12, 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 I onmental review is required. C. FINDINGSI;OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond IBar Municipal Code (DBMC) Sections 22.48 and 22.38, this Planning Commission hereby finds as follows: 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): Thle design and layout of the proposed single-family residence consisting of 7,!888 square feet of floor area; 1,440 square -foot garage area, and 2, 640 square feet of porch/patio/deck/balcony areas is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all required setbacks and building height. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement. The proposed new single-family residence incorporates various details and architectural elements such as concrete roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; smooth textured stucco throughout all elevations; concrete columns at the front entrance; concrete balustrades on balconies; vinyl window framing throughout the fenestration pattern; and appropriate massing and proportion to meet the intent of the City's Design Guidelines. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; 2 DR/TP No. PL2015-317 The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single- family homes. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. The contemporary Mediterranean design includes features such as a low pitched hip and valley roof, pre -cast concrete moldings and trims, and integration with the natural ' andscape using an expanded pad at the front of the lot to minimize disturbance of the natural slope of the property. In addition, complementary wall materials are used to distinguish breaks in plane and add articulation to maintain and enhance the harmonious development in the neighborhood. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing; The design of the new single-family home is reminiscent of Mediterranean influences. Consistent building elements have been achieved through the utilization of,similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as concrete roof tiles on a predominantly hip and valley roof style with a 4:12 pitch; smooth textured stucco throughout all elevations; pre -cast concrete columns at the front entrance; pre -cast concrete balustrades on balconies; 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 all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. 3 DRrrP No. PL2015-317 Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (new construction of a single-family residence) of the CEQA Guidelines. Tree Permit Findinq (DBMC Section 22.38.110) Preservation of the trees is not feasible and would compromise the property owner's reasonable use and enjoyment of property or surrounding land and appropriate mitigation measures will be implemented in compliance with DBMC Section 22.38.130 (Tree replacement/relocation standards) below. The applicant submitted an arboriculture report, prepared by a licensed arborist, which indicates 50 Black Walnut trees exist on the property. Of the 50 Black Walnut trees, 34 are considered protected trees. Of the 34 protected trees, the applicant is proposing to remove five of the trees due to bad health, severe pruning, and bad structure of the trees and located within the construction/grading area. The preservation of these five trees is not feasible because it would compromise the design and construction of the project. Further, the relocation of the trees is not feasible due to the existing health condition of the trees. The applicant is proposing to replace the five trees with 15 minimum 15 -gallon size Black Walnut trees. However, a condition of approval is included in this Resolution to provide for 15 minimum 24 -inch box Black Walnut trees meeting the minimum required 3:1 ratio and size for replacement of protected trees. The planting of 15 new protected species will provide sufficient replacement of the natural landscape. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 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 (CMOs), as applicable and shown on approved plans. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los -Angeles Fire Department for review and approval. 4. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, shall 4 DR/TP No. PL2015-317 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. All replacement trees shall be a minimum of 24 -inch box Black Walnut trees and planted at a 3:1 ratio. 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 inspection, a minimum of three 24 -inch box Black Walnut 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: a. Certify to the adoption of this Resolution; and certified mail to b. Forthwith transmit a certified copy of this Resolution, by cert the property owner, Wasif Siddique, 11076 Ventura Drive, Mira Loma, CA 91752; and applicant, Robert Larivee, Award Winning Designs, 14442 Crest Dr., Victorville, CA 92395. APPROVED AND ADOPTED THIS 12th DAY OF JANUARY 2016, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. By: Jennifer Mahlke, Vice 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 12th day of January, 2016, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 DR/TP No. PL20.15-317 COMMUNITY DEVELOPMENT DEPARTMENT .. ........... USE PERMITSCOMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review and Tree Permit No. PL 2015-317 SUBJECT: To construct a new 7,888 square -foot, multi-level, single-family residence with an attached six -car garage; and Tree Permit to remove five protected trees and replace at a 3:1 ratio. PROPERTY Wasif Siddique OWNER: 11076 Ventura Drive Mira Loma, CA 91752 APPLICANT: Robert Larivee, Award Winning Designs 14442 Crest Dr. Victorville, CA 92395 LOCATION: 2502 Razzak Circle, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-70305 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 Tree Permit No. PL2015-317 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. 2016 -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. PL2015-317, 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. 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. 2016 -XX B. FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay 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*LIM,ITS 1. i The approval'of Development Review and Tree Permit No. PL2015-317 expires within hin 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 1cordance 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 d 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 7,888 square -foot, multi-level, single-family residence with an attached six -car garage at 2502 Razzak Circle, as described in the staff report and depicted on the approved plans on file with the Planning bivision, 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. 2016 -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. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. 19�_§l �"�4 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. 9 Planning Commission Resolution No. 2016 -XX b. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. C. Exterior walls shall be surfaced with noncombustible or fire-resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire-resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features may be required in the design of structures where site investigations confirm potential geologic hazards. 11. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL Applicant shall follow specialrequirements as required by the City Engineer for construction in a Restricted Use Area. Prior to the final inspection/certificate of occupancy, the existing RUA will need to be formerly removed from all legal 10 Planning Commission Resolution No. 2016 -XX documentation. To remove the RUA, a revised legal description and plat shall be submitted for approval by the Public Works Department and recorded with Los Angeles County. 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). 3. The applicant shall comply with Stormwater requirements for a new -single family hillside home development project including: (i) conserving natural areas, protecting slopes and channels, providing storm drain system stenciling and signage, divert roof runoff to vegetated areas before discharge unless the diversion would result in slope instability; and directing 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 5:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. In addition, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS Prior to grading plan submittal, an updated geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. Original Geotechnical report was approved 8/17/2009. 2. Upon approval of the updated geotechnical report, the applicant shall submit updated drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to City Code Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 11 Planning Commission Resolution No. 2016 -XX 6. All equipment staging areas shall be located on the project site. Staging area, 'including material stockpile and equipment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the fence shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 20 percent. In hillside areas driveway grades exceeding 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. 11. 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. 12. Rough grade certifications and as -graded geotechnical report by project soils engineer 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 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. 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. 12 Planning Commission Resolution No. 2016 -XX D. UTILITIES Will Serve Letters shall be submitted stating that adequate facilities are or will be available to serve the proposed project shall be submitted to the City from all utilities such as, but not limited to, phone, gas, water, electric, and cable. 2. Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. E. SEWERS/SEPTIC TANK Applicant shall obtain connection permit(s) from the City and County Sanitation District prior to issuance of building permits. 111. 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. T90 -16-y "T The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 13 Planning Commission Resolution No. 2016 -XX 5. "Separate permits are required for 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. Work in the Restricted Use Area shall be verified allowed prior to plan check. 8. Fire Department approval shall be required. Contact the Fire Department to heck the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. i. All unenclosed under -floor areas shall be constructed as exterior wall. 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,i Exterior construction shall be one-hour or non-combustible. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f,1 LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 9.11 retaining walls shall be separately submitted to the Building and Safety and �%blic 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. 13, The roof plan shall show appropriate crickets for drainage in the northeast portion of the roof. I C. PERWIT — ITEMS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCA_ 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. 14 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. Approval from the Sanitation District will be required for any modification to the sewer line. 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. 2. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 3. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one - hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 4. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 5. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 6. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 7. A height and setback survey may be' required at completion of framing and foundation construction phases, respectively. 8. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.) 15 Planning Commission Resolution No. 2016 -XX 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.di.qalert.org. 11. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 12. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 13. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 14. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 15. Decks, roofs, and other flat surfaces shall slope at least 1/4"/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. WIC 16 Planning Commission Resolution No. 2016 -XX M A R I P 0 S A L A N D S C A P E S I N C September 18, 2015 Bob Larivee 3690 Arvidson Court Chino, Ca. 91710 RE: Diamond Bar Tract # 30578 Lot 181 1 was recently hired by Bob Larivee of Award Winning Designs to do a basic survey and report for the native tree population located at Tract # 30578 Lot 181 (unofficially 2502 Razzak Circle) in the City of Diamond Bar. The only species of tree located on the property, which falls under the City of Diamond Bar's tree protection ordinance, are the black walnuts (Juglans hindsh). The following is a list of those trees by DBH (Diameter at Breast Height — estimated at 4.5' above the ground): Please note that single stemmed trees are noted with their DBH in inches only, and multi -trunk trees are noted first with the number of trunks and then the average diameter of those trunks. Black Walnuts (Juglans hindsh) (Trees over 8" are in bold) Tree # 1 2 3 4 5 6 7 8 9 10 DBH in Inches 1 4 10 3x12 1 6 3x6 3x4 4x6 6 11 8x6 Tree # 11 1 12 13 14 1 15 16 1 17 18 19 1 20 DBH in Inches 6 6 2x10 2x8 4x10 4x10 2x4 14 10 2x6 Tree # 21 22 23 24 25 26 27 28 29 30 DBH in Inches 3x12 3x6 2x6 3x8 6 4 2 4 2x3 12 Tree # 31 32 33 34 35 36 37 38 39 40 DBH in Inches 6 2x6 4 12 4 6 10 3x12 3x12 12 Tree # 41 42 43 44 45 46 47 48 49 50 DBH in Inches 12 22 6 6 14 2x10 8 14 3x6 3x6 The majority of these trees are in poor condition. Most have varying degrees of decay in the main stems and about 12 have been topped for power line clearance. They do provide wildlife habitat and provide a buffer for neighboring properties. Recommendation Remove trees as needed located near the upper portion of the slope. Leave as many trees as possible for construction. If any of the bolded trees above need to be removed, replace at a rate of 3 to 1 using 15 gallon native trees (walnuts, oaks, sycamores or willows). Sincerely, Dennis Jones ISA Certified Arborist WE 5700A Page Number 1 of 1 Pages. K:\data\00_Bldding_Sales\Bids\03_Trees\awardMnningdeslgns arbreporto94 5.doc Document last edited by dermis on Friday, September 18, 2015 at 8:5125 AM 409 AY IRWINDALE CA 91706 1552 ARROW HIGHWAY, CA. LANDSCAPE CONTRACTORS LICENSE NO. 592268 TEL. 626 a 960 e 0196 FAX 626 e 960 a 8477 ---*'D rr-::�'CA r-� El LA N D S CA P E FO R [n] N E W A 7K ��:) F MRo SHDD Iqu 2I=,'uL RAZZ'��K \�HL CLC RECEIVED MY OF DIAMOND BAR r AMOND '0 CALHFORNHA LIJ 13 R GENERAL NOTES ORD, NO, 2 200(9 SUMMARY HNDEX GENERAL NOTES City of Diamond Bar Ordinance Nn. 2(20(X)) Water Conservation ]andsrnping Notes OWNER MR & MRS WASIF SIDDIQUE LT LANDSCAPE TITLE SHEET 1. ALL MATERIALS & WORKMANSHIP SHALL CONFORM TO ADDRESS: 2502 RAllAK CIRCLE THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE & ANY OTHER REGULATORY AGENCIES WHICH HAVE I. 'the landscape area shall be design with no more than 401;n ofthe landscaped DIAMOND BAR, CALIFORNIA LB LANDSCAPE BUILDING NOTES AUTHORITY OVER ANY PORTION OF THE WORK. are inturforpinn6 that are not water t•ise plants. - 8.14.040.8.4 SCOPE OF WORK: NEW 2 STORY SINGLE FAMILY RESIDENCE 2. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS 2. Turfshall not lit used on slopes 20%(5:1) Or greater within the landscape L-1 FUEL MODIFICAITON PLAN & SITE CONDITIONS BEFORE STARTING WORK A.W.D. area. -18.14.040.8.6 APNI 8713-009-066 L-2 LANDSCAPE CONSTRUCTION PLAN SHALL BE NOTIFIED OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK. 3. Areas ofthe landscape area not Covered with turfshall he covered with mulch LEGAL DESCRIPTION; Tract 30578 Lot 181 L-3 LANDSCAPE IRRIGATION PLAN 3. DIMENSIONS ON DRAWINGS SHALL TAKE PRECEDENCE material to an average thickness ofat least three inches throughouL Where CONSTRUCTION TYPE: TYPE V -B L-4 LANDSCAPE LIGTHING PLAN OVER SCALE SHOWN, TYP. DETAILS & GENERAL groundoovers planted from (tats arc used the average shall be one and half GROUP: R -3/U-1 L-5 LANDSCAPE PLANTING PLAN NOTES ARE MIN, REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. inches. Mulch will be maintained as art ofthe Landscape and Irrigation P' P• 6' ZONE: RR L-6 LANDSCAPE TREE PLAN DO NOT SCALE DRAWINGS. System Schedule in accordance with the average depth requirement. - LOT SIZE: •/-72,939 FS L-7 LANDSCAPE DETAILS 18,14.040.0 BUILDING COVERAGE: 4.67 •/-3,417 SF L-8 LANDSCAPE IRRIGATION SPECIFICATIONS 4. NOTES & DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYP. DETAILS. 4. Irrigation stems shall be designed and installed to overspray and runorf. b'a Y• Sn P Y LANDSCAPE COVERAGE: 87.2% •/-63,522 WHERE NO DETAILS ARE SHOWN CONTRACTORS SHALL Vnlvessludlbesepartted forindividoal hydrazones based on plant water HARDSCAPE COVERAGE: 8.27. •/-6,000 SF CONFIRM WITH A.W.D. WHAT IS TO BE USED. needs and sun or shade requirements.- &14.040.D.I LANDSCAPE AREA: •/- 8,638 SF 5. PROVIDE TEMPORARY TOILET ON JOB SITE PRIOR TO 5. Automatic irrigation system shall be installed per manufacturer's AREA SUMMARY: NEW BASEMENT LEVEL: 1,978 SF START OF CONSTRUCTION. recommendations and shall include a weather -based irrigation control, NEW FIRST STORY: 3,220 SF 7. THE CONSTRUCTION DOCUMENTS & SPECIFICATIONS i)tctuding ar.-inslmut-oR•sensor.- 8.14.040.0.3 NEW SECOND STORY: 2,690 SF REPRESENT THE FINISHED PROJECT. THEY DO NOT 6. Areas Ortho landscape area ICAs than eight feet wide shall be irrigated with TOTAL LIVEASLEt 7,888 SF INDICATE CONTRACTOR HSHALL HPROVIDE OD OF OALL RMEASURES THE appropriatelysclected equipment that provides the proper amount ofwatar NEW CVRD PATIOS/DECKS/BALCONEYS; 2,640 SF NECESSARY TO PROTECT ANY STRUCTURES DURING coverage without causing overspmy onto adjacent surfaces. - 8,14.040.0.4 NEW ACCESSORY: 0 SF CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING. SHORING FOR LOADS 7. All sprinklers shall have matched precipitation rhes within each valveand NEW GARAGE: 1,440 SF DUE TO CONSTRUCTION EQUIPMENT. ETC. OBSERVATION OitCuit. All 1rr'lgaton SystCltlS sh(dl be designed to include optimum TOTAL NEW 12,148 SF VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. distribution uniformity head to head spacing, and setback from walkways and SLOPE AVERAGE CALCULATION: .002296(10)1590/1.62 - 22.5 pavement. -8.14.040. D,5 MAWA-53.1Eto x .62 (8.7 x 8,638) • (.3 x O) - 2,474,108 S. All irrigation systems shall provide check valves a the lots end ofthe irrigation lines to prevent unwanted draining of irrigation lines. - 9. 8.14.040.D.6 Pressure regulators may he required on the irrigation system as determined by D OG3 DEG� oo29-15 the City. -8.,4.040.1x1.7 CONSULTANTS$fRCRNRTY� M I0. AAS D will inspect the installation of the irrigation system to ensure compliance with construction documents prior to installation of landscape - 8.14.070 Project Compliance with Governors Executive Order B-2-19maierinls. CIVIL ENGINEER STRUCTURAL ENGINEER LANDSCAPE ARCHITECT The Governor's B-2-19 in We following 11- AWD will inspect the installation ofthe landscaping to ensure compliance CIVIL TRANS INC. LANDIN & ASSOCIATES project complies with the executive order with construction documents and certify in writing to the Community DIAMOND BAR BOULEVARD manner Development Department that the installation substantially conforms to the DIAMOND BAR, CALIFORNIA SAN BERNARDINO, CALIFORNIA City ordinance and approved plans prlorto the City landscape inspection or JAY ASLAM, PRINCIPAL AMADO LANDIN, PRINCIPAL 1 1. The project proposes installation of sod to comply with the minimum occupancy being request- 8.14-070 1.909-396-1202 1-909-489-0466 requirements ofthe Country Estates. The amount ofsod is equal to of the 12. Both landscaping and irrigation system shall be maintained according to the entire property minus the proposed building footprint. 2. 17re project requires We use of Weather Based irrigation Controllers- Landscape anrrIrrigation Maintenance Schedule in the construction id I ti M S h d l P g documents and shall be posted in a conspicuous location for those responsible GEOLOGICAL ENGINEER CERTIFIED ARBORIST ` y 1 IV, 3. The project requires the use of rotating sprinkler heads where practical. for landscape and irrigation system maintenance to refer to. - 8.14.090 P LOTUS CONSULTING ENGINEERS, INC. DENNIS JONES 4 p I 4. The project requires the use of coulees to capture rain water run offfor 23112 ALCALDE DRIVE, SUITE 0 ISA CERTIFIED ARBORIST WE 5700 1g - irrigation. 5. The project requires the rise Of a soils moisture wrisor system. 6. The project complies with the City's Ordinance for water conservation. LAGUNA HILLS, CALIFORNIA 92653 15529 ARROW HIGHWAY SAMPATH RAGHAVEN, RGE 705 IRWINDALE, CALIFORNIA 91706 "S 7. The project's landscape are is designed to make every attempt to held water in 1-949-768-4466 1-626-960.0196„ • this area and prevent as much aspossible any run oionto streets or rpros. as SAFETY 8. The project utili7,cs many drought iolcranttrces, plants, etc. as possible to conform to governing agency requirements without detracting from the o n architectural theme ofthe project. SAFETY ? � -��+_ 1,..' ," 'I .:.-. ',�•� -:. ` ALL CONTRACTORS WHOSE TRADE REQUIRE DIGGING, TRENCHING AND/OR ANY UNDERGROUND WORK,SHALL FIRST CONTACT, "USA", UNDERGROUND SERVICE ALERT,TO LOCATE ANY UNSEEN UTILTY LINES. USA MUST BE CONTACTED NO LESS THEN 2 WORKING DAYS PRIOR TO BREAKING GROUND. 1-800-422-4133. 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REV NO t -T I THE PLANT MATERIALSUPPLIERANDtOR LANDSCAPE CONTRACTOR SHALL PLANT ANO RFlIGATIONOEu'IW IS CIAGR.a!!7.*A7IC ANO SttnL6 Nnr'TARe FLACG YhIFIii� PROVIDE GUARANTEED EVIDENCE TO THE CITY LANDSCAPE INSPECTORTHATALL UNroRrS-=rJI BITECONORgNSPREVE11T EXECUTION OF THEOESIDNER'SINTEVT_ PLANT MATERIAL IS CONSISTENT WITH THE APPROVED PLANT LEGEND COh"IRACTORSPALLGlL THE LANOBCAPEARCMITE M ATTENTION TO SITE GOVLYTIONS CONSIDERING GENUS,SPECIES,CULTIVARS, AND SIZE SPECIFIED. ALL PLAN NMICH OIL"VtNT HIS IVSTALLAI1011 MR T2A4 N ABPA NAWZ 11ARNtIL MATERIA. NOT CONSISTENT WITH THE PLAN LEGEND MAY BE REJECTED. CDNIRACT01 WtAL• R EMAIV LIABLE TOIL RE-AD'.TN :RE{NZTAW)iC TRRICATI'W SY5TE4 ALL REVISIONS AND CHANGE ORDERS TO THE APPROVED LANDSCAPE ANO RTFLANTIP4AREAS, V144PI ARC NOT L4M*rAPCD PER FT,AN AMOSPECIFICATIRtIS. ARCHITECTURAL PLANS AND SPECIFICATIONS ARE SUBJECT TO THE REVIEW AND - P6 o c c m N O. ' -V—- S :2 E. oE .1. 03 0 -'5'E mum E '6 m U0 1 -co:5,ov o,T cl 66uc rn°J c. o, ?t �L c o Fo 'Zmnao 'u mOFNV E C CCL r- 0 VO E wo E jo w > Iwo S z oil H w 6 w V) < 61 Z z z 2N < w Z; <N u hJ m 0. V) N V) Uj La Z F- xx z m m 0 0 m bi z w n Z < z < o C) 0 V) 0 JOB NO. 0901 IDRWG NO. I REV NO. r 17 E o E u tl I.- EE B 5 .:EpigJ O.D. d9 o o W, K -o 51. ti. 'T 6 "E' 6 =:2 te.- 6 tl C oE CL 8110, 10 w w E 8 Lo BA'a 2: �o C, m 0 N z! il! V)!Zt It T oe < z CgO WUR -j 3: Z z �-:E �i . < z < m m o 0 0 m Wz < z < o 0 0 V) 0 JOB NO. 0901 IDRWG NO. IREV NO. 1.-2 1 T a K-9 3 m m q°E c 4,ya 49 c�' 0:.o Noo. O•- � "U TO"N O 3r°°-c �v�a da° m ° °,D°3 u°:om�mo 03�°6p'q U°9 c•C o mciva�Ecm° u `o ; vniL�U°OL°UGrU a ,O �`u D•`E o °uoo: o.. oo° CJY .uJ yES-Onw o,am3 Y=poN6 U YmOdo D6�.�� a E °mm�no d°M'D D -rn uCoat2o.z0anNvU° 1-naV U mOF-NV W ty eo g �E�C�0, �E ru,> u�'��� s ,wci3 om 0 N }> > ,1 � 6 O Z 55gg {ci �ea 4i LI o e � � 6 O Z a i� < N 41 6 N K til 3 N< W 6N A J m . �— d N2 � (N Z F U LLJ K a W O D J S � O Z } z Q O] m 0 0 } P m \ Z W Z O W Q 2 Q O O Ul 0 JOB NO. 0901 DRW'G N0. IREV NO. L-3 i E q KS .'Vi moJmEm oc b �i co:2,; c * o —6 M oma` ou c c I HE =o. S.2 I o UQ vi 0 - oon- —.E- omU N Oyu Dm jolt UpMO ou - 0:5 0 UJrn .1 01. oo— —"b2,C. mn .6 —.6 is 2 Is 1- DVmm OI -NV r E CL C 0 -aw Eo 81a EB > X82! In 5; o z o w og 6 Z w n Z) En oaI t2 uj < m V) V) Z wof < 1: 0 Z F F- 0 < z m m OO 0 0 m Z w z Z < of 0 En 0 JOB NO. 0901 DRW'G NOIREV NO. I 5 HE .v ima °mo-Wai . . . . . '6. 'qvE .' MS 'o Eo. .1 0E. toon?o o ou .� . o— VJ o M" ..jm v='p0-iov 0 E. o6 zz'ii=vmmo 'o'uo ... 0"' ou Aa E CL c 0 -aw E Ch 70 01E > So "S 1 1N O O OfLjj 6z iE D 0)U) LU O z I z mz Z 00 z 2 W< u 0. V) in L'j uj z C) z < m m It 0 0 m z Li G i�: oz z < af JOB NO. 0901 DRW'G NO. I REV NO.. L, -5 1 1. T o me T;y EI o:9 v osmodo,0 mcacc 10 'MIN 'o C w c CL E r- sm 0 . .W E r- Ti > woo Lu 8 EM -3 v ou T I 30 oil! Fn 5: g ui cr O Z iG 0- Ld D V :� a ) -z! to O 2 W -i Ln t: V) W . uj O < m m af 0 0 m uj z z uj z < <0 x 0 w 0 JOB NO. 0901 jDRWG NO. I REV NO. am , T 2- g.5 c ° •g o s m' ''c0 "coo a -u& o•E�;=m'`O-•tea m 3.9°- T=•��Q yj O oD2ogu ou .^. ° m C O mm D ob utl1umum` uo U`°cE�m'o an>oo uo0:5o°o mt.°..20 ° °Jv G°<B� omo- u$0°mono m rcn°_a.a dzzrn..i F11, olo CL mw � E Q7 C c O Ra Em 816 E > 2! V Vu CL 90 tYIY �� As zs . rrr���K Gi m O Xm+t o2 (n sY > gg Q � O K O _ Z i� w�i1 Dtjf 3 tFj3 W e n 8 O _ Z d = d d a z F � d z O O Y1 V V 6 d d -,2 W K < <1 I. - a m f V) Z ~ 4 W.2 <� Li LL'l`I d V s O Z z m Q 3 z Q m m Of o O O P m W Z Z d Q O z LL o O In O JOB NO. 0901 DRW'G NO. REV NO. L-7 I _ PLUG 1. AUTQVAnC COHTROUER I3 LEGEND FOR SPECIFX•ATONSA CN6or SLEEVE NOUSEWALL(M) m srAnw:B.AtacroRBECLATarrowAu. RSEURELYTO ALL grons PER x. L�OCNUUartt/A 1t bv 87 RICAL�CODm BODY WISES A COM=t FOR REMOTE CONTRXX.VALYFAA)D REMOTECONTUSENWRM sEwRM TRENGH MINIMUM 2" Ho5E8@B(SYOMERS) WALL n"EwwPs __ /%jf� 6ELOW HARD SURFACE 4. FRITWALL DSURFACE ... 1- PLABravALVB�X \11,1 Y 0U I L UP OUKM MAXIMUM 2" --- ADOVE HARP SURFAGE ••^FCCOHGRAOE T (UrEAPPROVEDWIRECONle`t°R•TMideTYLE) HARD SURFACE b GATE VALVE _((4 I AOSEAtSLY IMSTNUCIIONS M9ERTW1RESTHROUDHHOLE91NSASCOFDODI'. 4 - % a 2 JOINWTRESTOGETIERM9APPLYCRAWSLEEVE 1 ORAWWARLS BACKWTODODY. ") A. FtLLCAPTOBRSAVAMSENNNFANDALSOAPPLY G f I.- I -C& SFALERTOXXRSDEOFPLVO d pT S.:EITf Rlq I1Ro000YUNTl 4 FROMMETTABY 71 FROM METER DYODtER9 SEE SP R�SNAPS D�OHFAIID / 1- S BE251TSOS�FAIAR HAS FORMED INTO ALL 709GDOATION VALVESNO T. V1a°LE°UISNE OFPLUO TO a cONLTFTEHOUSG FRONT R113HTSIDE Kt off nASBWsnecnaN. FOUNOATTON(TVP.) SECTION/ELEVATION SECTION I ELEVATION NOTE: CONRNCTORTOTIE W SEFORSPRESSURE' REMOEAS, IFAPPl1CAOLE R POINT OF CONNECTIONWAU-molm 0 HARP 5URFAGE fO LAN05GAPIN& TRANSITION CONTROLLER NOTE: WSTALLAYIM T' IN LAWN AREAS i SPtION VALVE IrIM ABOVE1110HESTHEAD. — S' 6N BM PSCHLBONIPRE b . SCR. W. ELL(TYP) ' L a m — VALVE SDP RYRI h •�`\ // }- ° O o SCR, 88. S0' E7.Dow frrPJ \\\ ��Z ° n LEGEND 1. ROUNDRASIICVALYE BOX A COVER — - ADAPT ItiETd OUTLET LEGEND.SIUM EAJONNSER MARKHDASGATEVALVE x. FWIffi1EDGRAOEr WLAWNAREAS t FINISH GRADE S• Daaw NFAO ) ARDS'T i PVCSCIlN PIREADEORM.ELENMASAL ' 3, BRASS GAEVALVEWlSRONEWM1QEL HANDLE A. PVCSCQT.TPDDEGREEaL R ANTWM"VALVEronEFTnEOoNAtLnGWm A. PVCSCHADMALSAOAPTORS (>) .l •.. SLOPE I{EAG$ SR!OXS.OFW . FlNs71X GRAOE T. MAIB,Dt890£GREE STREETEL. & a 1CU. FT.OFWALFlRf Eb PEAORAVFJ ! T. PVCSCH50149PLERVLONG) NOTE$? ` a MARLFXODDEGTXF,PBTREETEL. -OATEVALVESTOSEMIN.+T FROM STRURES OIVSFORANCHORMO .. ,. 01 WOB 0. HOXFPRCSSURElA1TOUL LINE 6TtP FRnNO - INSTALLWSHRUSSEDSHWTOWALIMCURBB ORUDNSTRIPS WMFN POSu03lE ATGCFI61017. NOTES: -LOCATE• NEMS V FROU WALLS. SIRUCIURES. -RACE ONSVALVEPERSOXONLY AI AaWVSTAKEM ANDHMOSCAPS - PEACEAFAREOATEPRDR TO INSTALLATION OF BOX S&CLAM'S DONOT-UMTELONTMEQVA WHO TOPVCT{BIEA69 \E GATE VALVE F VACUUM BREAKER (j SHRUB NOZZLE ON RISER rMovEFwlsNCRADe � "—'`� �_� 'f .77-f,, 4 1 LY POPiIP tiBR10 HEAb •`. ., .. 2 FWISN dXAOE IT v n� �1' F::--s•---••••---L� aHONPr�i1REUTaw.LWE 6 ELL ,,,, SO ao NIPPLE & SO" SONmRER NEW T. "ONARESSIRIE LATERAL UNE FITTING L UAFLU90DEGPZESTFJMTEU LEGEND LEGEND 0. ANi10PMN VALVETO BE FITTED ONALLDOAN SLOPE i. FN"', GRADE 1. FTNISHGRMEOF}WLOSOAPE HEADSff NOT PRE•FII'tEDWt1EAD 390 COMPACTION REQUSTEO FOR MATETUAt. ON 2CLEANSACNFAL•SEPSPEC&FORMATERIALWF . NOTEfu' -LOCATE)EADS2' MOM WALKS, CTRBLS,IWXDSCAPE d. NON -PRESSURE LATERAL LINE NOTES: 4. PRESSURESUPPLY UNE-PIGTNLd LOM CONTROL WIREAHD PROVIDE THRUST 90%COMPACTIONREDUIRED NOTE57 1 SMD BACKFILL MOX -PIGTAIL&LOMCMTROLVRREATALL900ECKE ANDMbH5TR9S -LOCATE )EADSTFTIDM ALL STRUCTURES S. PROWDE7OF CIiAN DACKFSL OLOCK6 ATALL SO DEGREE CFWIGEGWO)RECTION 4. W*4.PFWXUM LATERAL LINE SLEEVE CKANOMWDRECTION S. CONTROL WIRE SLMM. SM PER RAN - SPLICING OF WARE RUN PER SPECS. ONLY - IAETSFLON TAPE ON ALLA'CTO PVCTMIf'MS B, CONTROL WiHECEANOLE AND TAPEAT+SD.C.-6FLICLVOMYAAE iNNPER SPECS.ONLT AND INSTALL SELOW PRESSURE SUPPLY LOG -SC WL. COVER FOR RECLARAM WATER MANURE &PRESu"t1REtAAW LINE SLEEVE -0S'6CN. COVER FORILECLAIAEL+YATER tINN1UlE 12" POP UP J TRENCHING SLEEVING am , T 2- g.5 c ° •g o s m' ''c0 "coo a -u& o•E�;=m'`O-•tea m 3.9°- T=•��Q yj O oD2ogu ou .^. ° m C O mm D ob utl1umum` uo U`°cE�m'o an>oo uo0:5o°o mt.°..20 ° °Jv G°<B� omo- u$0°mono m rcn°_a.a dzzrn..i F11, olo CL mw � E Q7 C c O Ra Em 816 E > 2! V Vu CL 90 tYIY �� As zs . rrr���K Gi m O Xm+t o2 (n sY > gg Q � O K O _ Z i� w�i1 Dtjf 3 tFj3 W e n 8 O _ Z d = d d a z F � d z O O Y1 V V 6 d d -,2 W K < <1 I. - a m f V) Z ~ 4 W.2 <� Li LL'l`I d V s O Z z m Q 3 z Q m m Of o O O P m W Z Z d Q O z LL o O In O JOB NO. 0901 DRW'G NO. REV NO. L-7 I Insm ATiON PART- GENERAL 1. SCOPE FURNISH MATERIALS AND PERFOLV LABOR REQUIRED TO DMCUM THIS WOK AS ROIGATED ON THE OMWINDA AS SPECIFIED. AND AS NECESSARY IO COMPLETE THE CONTRACT, INCLUDING. BUT HGTLPNIiED TO, THESE MAJOR HEMS: AAOFNCYREOUREUENTS CONFORM TO RIGULT EFENTS OF THE REGULATORY AGEPICY. D COOP CONFORM ID THE 1"FORM PL WiBNO CODE8, COUNTY PLU MOM CRONANCES, AND LOCAL REDUUTORY AOEHOY C W E3.OROVANCM AVG WARMOM C. PERMITS SECURE PEFINBAW LJCEKBE$ NECE89TJW FORTIETvrn1E GRALLMOTICES NTD COMPLY VBTH LAWS, OROSIJNCEB, MES, I WO MOTUTIOVB CONCERNING THE RTSTALLATION OF THE IMUSATION SYSTEMS AS INDICATED ON THE DRAWINGS AND AS BPECDIWHERON. Z OJALRY ASSURANCE B FIECUOTEAY.MS A PERMITS AND FEES CONTRACTOR SHA. DET" AW RAY FOR ALL INSPECTION AS REQUIRED B, MANUFACTURERS DIRECTION WWUFACTURER9 DIRECTIONS AND DETAILED MWINOTSHALL BE FOLOWCO INALL CASES WHERE MAMFACNBERS OF ARTICLES USED LATHS CONTRACT FURNISH OBECitQH4 COVERING POURS NOT SWUVN N THE DRAWINGS AND SPECIFICATIONS. GGONWIDELaIalARm AS4ULT DRAWINGS SHALL BE. APPROVED BY THE LANDSCAPE ARCHITECT BEFORE CONTROLLEROWTTGARE RVPARED Z PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. S. WE CHART SHALL SHOW THE AREA COMOLLED BYIHE AUTOMATIC CONTROLLER AND SRUJ. BE TIE MAXIMUM SUE WHICH THE CONTROLLER DOOR WILL ALLOW, 4. THE CHART 15 TO BE A REDUCED DHAWNO OF THE ACTUAL A&BULI SYSTEM HOWEVER IN THE EVENT THE CON MOL ER SEQUENCE 95 HOT MODULE WHEN THE DRAWING 15REDUCED. TSHNt1 BE ENLARGED TOAS[ZETNTWILL OEREAO1Bf- A THE GARY SHALL Be A GAC KUNE CR SLUILM C7AUD OUR AND A DIFFERENT COLOR SHALL BE IAED TO INDICATE THE AREA OF COVERAGE FOR EACH STATION. d YARN COMPLETED AND APPROVED. THE DRAW GALL BE HTEIiLEIHCALLY SCALES BETWEEN TWO PIECES OF PARTIG EACH PIECE BEING MINIMUM OF IS NEED THOL 7. MEW CHARTS B UL.CCCOMPETEDMON'PROVED PRORTOFINAL INSPECTION OFTHEIRIWAnDNRSTEN. D OISM7HONAM IARIMIMMMANUNB 1. PREPARE AND USA" TO THE LANDSCAPE ARCHITEW WITHIN TIN CALENDAR DAYS THREE M RINGS ;RaiO INGTIC FOLLOWING FC IMAMON: ERm tr1KD:TB WRH THREE rn SVD.%CORA3VINOME FnLLFTNNO HNF'M4AnoH: A ODERS CETSTATgTHECONTRACTORS ADDRIC S AND TELEPHONE NUADETLEMT OF EOUIPMENT WITH HAVE AND RHRRESEMAMM G CATALOG AND PARTS MEETS ON EVERYMAIMA L Alb EQUIPMENT! INSTALLED, UNOF.RTHL9OIRRACT, O COMPLETE OPERTNOMD MAINTENANCE INSTRUCTION ONALL MAJOR EAUPMEM. GORO ANCESMDREGULATIONS IINAMMONTOTHE ABODENENIONED MAINTENANCE MANUALS, PRGVXETE ALLLOGL YURCPALM03TRE LATY&N4DNLWESAREGUlhII0NIG0YElUMG OWhEFmNNNi@UJY.EPERSOhNG, WiTN NfiTFUCTDI4S ORMtAHOREW IP1.£Nf'MO SHOWM.OENCE INWRRNGTOTHE LMWCAPEARGWTOCTATTHE ODNCUUMONOF ORRELAIWOTOANYEVRTLCNOFTRSWDWARENER4WLVCORPOIATFDNTONG MMEAPARTOFINME SPECF =OPMMDTNBR PFtO,MOtSSHALLBECAR)Tm THE PROJECT MAY7M SERVICE HAS SEER RENDERED. OUTBYTHECONTMOOL AN4YRRNGCOMNNEDINTHESPECFKATIONS SNAIL NOT SE CONS TRUED T O CONFLICT WTHI ANY OF THE ABOVE HALF$ Mb REGTRATIONS OR E maMAeRYTOBe:LIM` . REQUREMENTDOFSME•HOAtiLER, V8 �17}fESEDPEtlFIC)1TIO0)MD DMYANGS CAtIrCRORDESa W WTEWA-',-AIWA M P.OLCO/3TRUCTIO)OFASETTFR 1.GWVLVADAPARr OfnMCOHIRAOFTAEFOLLDMROTOOLB: OLLWIYORHUHERSINGARD.CRLAW.LRS=THMISW%RRm BYIMADOVE A. TWO MSETS OFSPCOAL 10013rEQURM) FOR REMOVALGLkM44EWAJHOMO RUIETMORECULATOMTIEP;WASICNSOF71EMWCCUGA""AND DMW1hM SWALLTME PRECEOENCE, NIJUMWOCACHTMEOFWT"MM&40VALVt:SWPUMONTIp P1KL=, O. EXPLANATION OF DMWING4 IT, TWO (2) FIVE FOOT VALVE KEYS FOR OPERATION OFCATE.VALVES. I. DRAWING SCALE C.TVW)KEYS FOR EACH AUTOWTRCCONTRCLLER. NLWORKMALED FOR GNIWE DRAWINGS SYNOTES OR DETAILS SKLLBE 0.ONE (1) QUCK COUR.CR KCY AND NAMING HOPE GW OMIT EACH QUICK DUE TO ME SCALE OF THE DMwAies, IT LE NOT Po3SaLE TD INDICATE ALL OFFseM FTTW"LEEVELAW IWUW-MiICH WY6EREQ'JIMM THECOKMACICN COUINIG VALVE INSTALLED SNKLGNEFULLYIWEEnOATET)EWMMRUNNrIN611EDI owno IE ZTIEAWO EMENRONEDMJPMEJFGWLDCTUMiMOVEHTOnIEONWRATTHE AMCIM NYR LOFFESWOTKANDPLANHSRKACCORDIGLY. HLRNEOUNGSUW WHaUSCNOFTHEPROECT. EEFORC EFPMENSPECnONMOCON,EVVENM FIMMOBASMYBEREOUIREDTOLEETWCHCOND(TION& DIAWWGBARE TATTREOTWMMSFMCWMWTERALNUSTDESHaMiTOTHEWDS7PE ?.ALL PVCP6'E MUCTDCM n1E FCLLOWNG MARKINGS, A MANUFACTURE" NAVE G NOMINAL RPE SIZE. C.SOLmULEORCLASS. O. PAESSURE MTNG NPA). E NSF (MTIONAL SANTATKN FOUPALAII ONP APPROVAL F.DAIEOFEXTMMO". C. PVC NODE PRESSURE LATERALUNE PPNG 1. NMPM MIREMMEMLATERALLM PIPING SHALL BE PVCCLAS3700 WITH SOLVENT-WaDJONfB ONCRADE NDNIMESSURELATE7RLL LINEBPLL BE GALVAMZFD STEEL M ASA SCJE MME 40 ULD STEEL SCREWED PIE. ZPIPE SIM U, REMADE FROMNSF APPROVED, TYPE 1, GRADE I PVCCOMPOUND CCttFCFWL4010AMU RM WIECFICATTON DITN, ALLPFE YUSTMEET HEV WaUJENIB SET A RO D MFM12ti R.SPECIFiCATGN PC72•R lY11HM APRTOLYUATESTA)OAIG 090T 'pN MTq. 3. EXCEPT AS NOTED INPARAGRAPHS 1 ARD2 OF HEREN ABOVE. ALL REOVREUENTS FOR HMPRESSURE LATERALUNE PPEAN O RTTIFGS BRAISE THE MAEM FOR SECTION 14L PRESSURE MAN LINE RAN PE O FITTINGS AST FORM N PANT 2, D. BRASS PPE AND FITTINGS 1. VARIEEPGMATTD ON THE DRAWINGS. USE RED BRASS 3CRE1Am PALE CONFONMNGTO FEDERAL SPECFKATDN WIN P.M. Z FMNGS GUIDE ROD DRABS CONFORMING TO FEDERALBFEMMATION W1yP400. E GA.VAN'ltf0 PM9 FITHHGS 1. MERE INDICATED ON THE DRAWINGS, USE GALVANIZED STEEL PIPE ASA SCHEDULE 40 YXOSTEELACREWEDPIPE Z FITTINGS SHALL BEMEOIUN GALVAHMEDSCIEWTDBEADED MALLEABLE SIGN OALVAIZEDCOPLPGB MAY BE NFRGUWTCOURPG. &ALL GALVANIZED POPE AEG FMINOS INSTALLED DEOOW GRAM SN" BE PAINTED KITH TWO [2)OOATD OF KO PEER ATS DInMASTIG P. OATS VALVES 1. DATE VALVES 3'MDSMALLER SMALL BE 173 LB SWO BRONZE GAME VALVE WITH SCREYNN Dom -T. N04 PJMW STEM WITH DORS WEDGE DISK 2. DATE VALVES AND SMAUFRPOLL HAVE THREADED OM AND SNAIL SE EQUIPPED WITH AORRONM HANDAHEL. d NATE VALVES NAND SMAU1 A3HML OF THOSE MANOFAC/URF°MNSCOOR APPROMEOWJ- 4. ALL VALVES TOTE DWAU W PER INSTALLATION DITTAII. Q OVCKCOOPIERVALVES 1. QUICK COMM VALVES SHALL HAVE ABRASS TWO PIECE BODY DEDIGN 3)MR WOOTSIONS& PA ND NGPRESSURE OP - Pet ON R&SU! NTH KEY SIZE ATYPE SHOWN ON DO PMTS EXECUTION 1.INSPECTION ABTECC DMOMS 1. ALLSCALEDDI EN:KONS MEAPPROLOAATE THE CONTRACTOR SHALL CHECK AND VERIFY ALL 31M DIMENSIONS AND RECEIVE LMD.'1CAMARCCTECf3 APPROVAL P OOR TO IRtOCEED24 MYTH THE WORN UNDER THIS SECTION. Z EXEPX4E EXTFtEAEGAEN ECAVATIM MO W'ORKRG EEM EXISnNO UtLMEB. THE CONTRACTOR SIAL BE RESPORMOLE FOR DAMMESIOUIUMS WHICH /RE CMSEDBYRSOPERATIONSORNEOLECT. CIECKE eMIJ0 UTILRYDRAVBNGS FOR F) TS17NG UR FTY 1 OGTIONS. i COORONVENSTALLATXNDFOMWN FAIRRGATIONMAWUAL3.11OULONOPIPE SOTHERESiAL SE NGtMME EXCE YIFH VnUTIESCROMMMWM CM10.4 OR EXMM LTYN PLANMO TREED SHDK MAJG CRONOCOVEL. 4, FHE COMPACTOR SHALL CNWULLYCHEC(NLOIWES TO SATISFY HMIELF TWT IE WY aAFELY RROCEEDSTMNNO VKMCNTE GP r4Q.ERNIBDATGN GYSTEK 2. FREPAPATION A PHOXOALLAYOUT 1. PRIM TO INSTALLATION. THE CONTRACTOR MOLL STAKE OUT ALL PRE^ SUPPLY UAEA, ROVTIW. AND AOCATON OF SPRINKLER AERO& Z ALL LAYOUTS MALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G WATERMJPMY 1, SNCIKUERIRRIGATION SYSTEM BULL BE CONNECTED TO WATER SUPPLY POINTS orCONNECTICNAS INDICATED ON THE OHA&RQS Z CONW41 4 SHALL BE WADE ATAPPROXIMATE LOCATIONS AS SHOWN ON D AWND& CONTACTOR 13 RESPONSIBLE FOR MINOR CHANGES CAUSED DY ACTUAL GIECONPIICFIS. G ELECTRYAI, 6/1PPLY t. E.EC7HICAU. CO/NECTICNB FOR AUTO W TIO CONTROLEi SMILE BE MME TO ELECTRICAL POINTS OF CONNECTION AS ITMICAM) ON 1N0 DMYMGS, 2- CORRECTIONS SAA. DE MADEATAPPROXIMT9 LOCATIONS AD"M ON DRAWIRM COVRIACFOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL am CONDITIONS. 3. INSTALLATION A TRENCHING 1. OIG IREICH ES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH W PIPE TO M EVCN BADE TRFIMR!No EXCAVAN7N S A L FOAON IAVOUTSGICATTD ON DRAWNGS ANDAS NOTID. 7�� FORA MINIMUM OFTWENTY•FOURpT IMES FORM MESSURE AWN 2PVCNDN-PAEM URELATERA.UNEP0940 /JLOON)SMOVCR,IDG WN4 tCSSURE LATERAL LNC PIPE BRU SE GALVARM STEELPIPCASASOM C40MILDCnn CCMMDPOT-PNTOMOPCCVERrOUR (4TFOOT INTERVALS USING NM S RSMDRCNGSTMLSEW INTOANANPNSHAPE AND WOVEN NIOSLOPE FACE ATHUMIM Of EImHEEN 11C) WO" ALL DFTANAaEDna1 CROSUM SHALL OEGALVNPJED 3TEE.PPEASA SC EXILE 40 ULD SrOMSCREWEDPIPE. PPE 70ULLOESTRAA'm PARALLEL TOAe X4' RMWDMORCMARWCW MEVBER FORSUPPDRT. ABSOLUTELY, N3 PVC PIPEWU. DEPPJtlWREDATOITC HCR033NGS. O AUTOMATIC CONTROLLER INSTALLASPERMAMFACTUER81NSTRCCTNRNS. REWOTECCKTROLVALVE33KMI DE CCMECtWTOCONTFtDUMN NUMMC SEOLIC=AS SHOWNON THEDRAWNO LlM 170VOLTPOWER CChTESTTONTOIMEAUTWAAnC CONIRCLERBNALL BE PROVIDED MADE STAOUALFREDELECIRCIANAD ASA PART OFTH ECOINIRACT OF THE IR OGATGN CONTRACTOFL Z ALL ELECTRICAL YAW SHALL CONFORM TO LOCAL CODES AND ORDF W 249, 1. REMOTE CONTROL VALVES I STALLMO7E SHOMI VI DRANINDSMD CETNLS. WHENGRO PEO TOGET OL ALLOW A7 LBASTTYELVEl17T INCIESBEIWEENVALVES. INSTALLEACIREMOTE GENITAL VALVE M A jA(PAn E VALVE DmL I nUSHINO OF SYS" 1.AMALL NEW SPRINGER PIPE IDES NO RWENOARE N MACE ANDODNNECTED. URNR)RGTECONALLV96MPOSTDIO ENmAW A FULLHFADOF WATER U6FD70FWSN OVrBTSiEM. Z 6PEIaE1LFEM86FVIL8EINSTALLED ONLYAF1EIi FLVDRNOCF ME SYSTEM HAS OEENA0004MNMEOTOTE CONPIETE BATISFAOTION(L WE1ANOSCAPE ARCHITECT. L SPRNKUR RINGS T. W8TNL7HEdY8NDER FfJDSMOEEIOFATEO CNiHEDRAWINGS MYGxLER HEMS 70 Be VM04LM IN THIS WORK BALL BE EOVNALENT IN ALL RESPECTS TO TIGSE REMtEO, 2. 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NECESSATYADJUSTMENTSTDTE SPRNIUR O O TOANOINSGATAEO AST WAV(XD DENSTAL BET TIE CPB BE1Y/ffN KVIIISLNSYSTE TAIL®NG, ARCHITECT. KBACJTFLONPRBVEMION ILbTB &PROVIOEFORANNI.VW COVEROF TWFIVEP271KR1E3 FORALL NOIPRESSIDE dD08TAIOTRlES IIIUDATION 8YOTEY AFTER PIAN IAO NIM OCCURRED TO CORRECT ANY F-FYM R ANDA ARCHITECTURAL IRUGAATCN CT'GTENGPANIVNQ, ANG ARCIRERTURN. FTATURES. RES. 4. NLODUCi0E1YER'J.emRMCAPg11AN01EG BACKFUCIN PREVENTION GO OF AM LATERALUNEA W1EAErrFSKaZ4 MTOD=VA7EADACERTOOMWOTMMniE CT. CONIRACTCRSHML WTiFYTIELMG9CTPfiAR^HXiEOT IIT 1NUnN0)BNEO+ITELYMDRTOD=f4NONRTNUTNNCFARCATIONSYMM ZALLKORK A IUNOUNOOFPVCPD cAW FITTNY7S AMBACKL IIIUWTOIDMWU4Ot, NSTALLBACXRDNPREVBNIHON UIRSINACCORON)IDRWOl1 DWPREV MDLYLW SIMAOCD nMCE IRNGATI N CONSTRUCTION WIAM A.PROJDEFMAMINNUYOFTKT97TY•FOLTCnINCFES FORALL CONTROL WIRES CONTRACTOR SITYL LISP ALLPOSSIRLB CARETO AVOID INJURY TOWSM ANOTHER S. CULANdR NLWORKMALED FOR GNIWE DRAWINGS SYNOTES OR DETAILS SKLLBE THE CONINACMRC CAUTIONED TO EXERCISE CAREN HAYDUNGEOADNG I WYE STANFASATMa1FLOW PREVENTION UNITS SHALL UWCA BRORMSa@Nm ILMWLLDG ROOTS EXCAVATION NMEaWH EREMV 0.•) UICIANGLARGER ROCTO OCCUR SHALL BE DYNAMIC, ALLROOM=M NCESNIDLARER N DIAMETER, EXCERPT AaEMUPSHNLREMABEATEACHPORTIONAS FHNEHEDMDIMMAUMWVENERCRNOTSPECMCALY&MNDNWINTFSE OPFCFIGTGY¢ UNLOADING AND STORNO OF PVC PIPE NIDFTiNRS. AU.PVCPIPESHWLBE BODYKTM30 USSR MOREL. SCREEN MID GUIDE 6IMIMTOOM"He08 CR I.THEIFtENC WU MLNOT BE BACSFUM UMLALL REGREDTESMARE DRECTLYINIHEPATNOPPPE OR CONOUTT, SKALLBE TLNNELM UNDER AND MALL BENEAVLYVMFEO APWIiNG1R1AP,TOPREVEWSC&WGCREXCEESNEOFMIG WCNKPROGESSEL REFUSE ANOEXES4MRT TANS'oRTWINA ITTO UNKWIALLOGORCONNGFL10TED EXTERNA UCAOAT ASNOTTO dUBIECriTTOlNDUE8END2G ORCCNCENTPAlID EC1EURLLLDMAT APPROYEDmUAL W"UmAOrmNNa MACHINE M RUiCIDSE TOTREm IAVNO ROOTS BMALFRMM CIALLDEFE/ADVED MOMMEBfTE. AIG ALL WALKSAWPAVNGSERVICIBWMBE &OD'TTULTOTS MYPOIM.AMSECIKINOFPIPE7MTINSBfHiOFNFm ORDAALMFDV2LBE DLSWSmAFD.Ir PCTALLZA CAALLOCRmLACmWnH N21Yi'P/G. LCECKVALVES ZTRENCHE931LALLWCARERALYBAatFnr cnWiM71HE ETRAVATW WTERAte TWO(2TIWHESNDIAVETFJL 711E WALL, OF HIE TITENCIAOYTa3FT Tb THE TRee SWW.BEWWTRSIMW, TR,1 LFMCUmn4TDUGH R00T801E(1TNCRMD H 8100, AFiLMLWASNM WKH. THE WNRtACIOfl BHNOFgTLKLLFULLYNBTALiHEFUU04TIbN8Y8'fEY AS aHGMF i.SK1KSCNECCVALVES2MOSMALLER MW1BE200POUND WIIG, BRONZE ATTRWm FOR OACaU1NO.CO£iHMNOOFENTM LOMLBAAIMMA.LLIYMN0. OR OTHER APPROVED WTERW.q Riff FiiOli LARGE 0-003 OF EARTH. ROCKS OR LARDER N Dw.EmR$HALLBE FOUN10 W( 0 COATS OFTit REAL GO¢DVtFrTT AANY DAMAGE SUSTAINED ON WEWOMof ONTHEDPAWNGSIENRISOBVIOUS IN THE FETD TKA7 LTBm0'NN OBSTRUCTION& S. GUARANTEE CONSTRUCTION, WITH NEPIACFASE COLPMM04 NEOPRENE OR RUBBER DISK AND STONES, EGUN-TREHOIESM1ALEtli To lTiEES 6NLIADOEM E TV/DRYiOUR HOURGANOK4EREiHBLSFIOTFOSELBLETHEBDEB UTHE OTNERBMALLBEREPADiEDTo oRaYV. 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SUNKEN ARE -48, IADWS, OR OTIIE713TAD'ACE NXEOUANfiE3. ATHECOMRACTOR SHALL OPERATE EACH NECESSARY. - FRW6T040FEETOF READ. ATMOMPIVALVEMfALDESWRMTO nEVALCN AAWMUENTOFSYSTSU SYSTEM N ITS CNRRETYFORINELJWOSCME i SLOIATTALS ILA ODPYOFTHEGUARANTEE FORM SHALLBENCWDED IN THEOPEFATONSANG MANTIIUNCE LIANAAM.S. •AOYORMPROVE°EOUAL CA FINE ORANULMWTPTALBACNFILLMLLSE DRTWLYPLACEO ONALL LINES. NO 1.111ECORMACTORAHIALL nU&H AND ADJUST ALLMPARKER HEAWFOROPTOMAY NRCMRECT.&MAIROULYNATHORIZED RTFESEMAINECPTHEOWNERATTMEW I CONTROL. -VIRE FOREIONWTMILMID5TITHN1 ONEiMLF RTrjQCN N BRE WILL DE PERMITTED N PEIFORNiMCENGTO PREVENT OVEMPRAYONTOWAXS,ROADNAYA WALLA, FRW.ISPECTION. ANVREMSOEE.EDNGT A MATERIALS USF Q 7HEaliMAN1EE FORM SHALL BE RETYPEDOM071E COHfiRAGTDI19tETTERFAD THE44MALSAaao1. DOWNS& AtDOMER GiRUCTUW. E,EATFB. AS MUCHIAS POSSIBLE. ACCEPTABEBYTRE ISPELTICNSWLSE 1,3PECFIED DRMO AND CONTAIN THE POU.OWMNFORYATKRt 1. CONNECTIONSBEIWEEM THE AUTGWTICCONIROLLETSAN]TALE ELECTRIC d FLOWK40OF TRE4C1E8YfGL Nor DEPERNIMEI. 21F nIS0ETEBGED7HATAGAI3TYENLHN1f{E GRWnCN E-0UPOENTK'LLI. 1L MVOr4TAAW N/OTHLR06PECHLONSKALLSE SCEMERL OUAUNTFEFOR6PRTAGE/11RRDA710N SYSTEM COMMOLVALVEMMUMIDE MADE WITHIRRECTWRUL COPPERWARE AWOUF000 VOM PlOiKiRf.SSFWLBEA OIFPF.FENTCOLOR MARC FOR FilCMAU(OYATIC B.IFSMLCM ODCCARSANDSULSeMERADAMMENTBmMF VALVED PROWEP4LOPERAW YOfEADEOWTE CdJEAGEOETOMENUPUW E. THE WNiRACTCR SFRALLNRNG)AR04.Eli. EGUWFM, MA7EWIWB.OTFFTOCFbBFS SPCCO'PEDDY NAYCNn1CDMWiNGSANDSP[CI7GTOh9. CONTROLLER. COMAONWMMSNAOBEWHrMVBMAOFfME WCOLO SSPE FOREACHAUTOMATICCONTROLLEL INSTAJINMWRDARMWTT SPWN.ERiEA04. UKT10R F-NtIL1G.ORORIEHCON9IRA'FION ARE N'cCESSAfry. ARWMEMRALFEATUFEIMERTP,EhCECROTMLNFO♦mF5N 0E51GN=*I=. TFEOONRACTOREWW.YNE BUG/ADFJBTLEM PRICRT"ESSO" NG A Mfi CONTRACTOR SALL SH"EKDENCETO TIE W>J.."CAPLMCHTECTnATTF1EOMEti FVR43MEDMb4VSTALAED IS FREE FROM DEIECTBN WTERALSANDYMMO ANSIP, =Rte"DYGUViAHTEE7HATTEE7fiitlD.ERBRaA7DN8YSiDldWE-AVE HALVE MANLFACR)RERSBPEC-FICATgNL4 ANDNTRE CNAg71NIG CA�SHAL WIRE SSE BE THECWnACfORMRLLL M4MALLREOUMAD 15rdC T WMiDUTCOST70 OILIER NW3RECENFDNLMCESSOREACKVIM 2. SUBSTITUTIONS EOORNE SPJG )WOTNEWION3. LEC8 TiHNi/tAMAE SADNSFA@fOB.CONSIDEREOAFGTWN.FUNCil01Y UN0AILTWSCONFIACF WAY WWUALS,ASBLELTRECOR)O2AWIACS,AIG DEALLOWW WFt1101tT IRiIOPt YNRFTNBI APPROVAL 0Y7HE NANOSCI OPECRCATIONGORM MYWAIRORR EM AW DE ECTSINUATERAOECi' W.RYVMARAWNAAxOFUNM&ABLMF 7.WZMFMASMOCCUPYM-WMLMPPENNG MALLBEN/TAlOm GTREICHNOMDOACPLI140 VhDCRPAYNO INCLUDE,SRMUILNOTBELDATWCVMBNND=SR MXMElYPE PREBWMCDWENSATMNOZnFAANIIOWNVALVMADO710NANBAORDELETDN mVJPMEMA3 RQUNmBEFORErTNAL NM'EOTRINCMOCCUR EARCHIWLL LANA6CATn MGRTECi. KO VVORKMEOWEAGREHWYVEVELCPD MTtMPEXO OFOKYMFFMi EPARANY MWN OE BWE ROVi'EABPTES8U70 NNHLPE PPE CR LttEALLNm KNEREYEIi POE61BLE -. ALL PRESSURE WEANGNONIARES8URE UIERAL L.DEP'WOER PAVEDARFAB OF FEADSANOCEOREEOFSPRAYARC 3. MATERIALS LIST CCEFrANCEAN ALSO70 DAMAGE O'ACCEPFMLEJNDNDOOOREPAIFATOTHEOEREL WE RIALLMAK SUCH RIO AMA EER SUOFOFEYE1 G FROM THERE AIR SD240EFECfSATWAODITDRGCVST7OTlEOKNEL WE4JIALL NYJoi SUCH & RNEREMOREWAN ONEP)WIRE 13 HALED NATRENCI, THE WHIR)$KR M SALLOrKACmINABCEDULE40MC SLEEVE MEASURING ONE II)DWA Ei INiGERTHANOEMONAmOPFE 4.LWiF.RNO RAISECSPFRPfgF.R FEA09 DYTHB EQYFRAC-OREIWIBE RTMBCLFmiM.EIAEMWmiWAREASONMLETMANDDEMWiESBYTHE TMFDTOOL'THMATINFMNASNTETPOIFEET. ACCOAUSWDUTMNTENt10)OAYSMERNO7IRCATGNOYOWWA COMPLETE MATERALD U3TBWILBEDUBLREEDPRORTGPDWWMNOANYVK L MATERIALS USTBWU.LIALiLGE7HE MAN)FACIUIiEiR. MOONL WBERAW OWNERAFTERRECEPTOFKTMRTENNODCC INTfE EVERY OFOUi FAUJRETO MAKE - SUCH REPAIRS ORWRITIEN NOTICE FROM TKEOVJNER.WE AUTHORIZE THE OMPORTO A.MEIMANSDNCURLBgUDOEPPROVIDPTWHHNTIiEB (31FEETCF EACH WBS. ZTTONCMLOCATWUNDMAFIM%IIMEMVNGASPMLTI000NCF MCR OOMMLryEW1TL BB IM'TARRED, SILALLDEBAOXLLEEFIYIIIEAYOAUYERSR(0') d ALL SRBbaERHEAPS SHAM BEER PERPENDCIAM TO FOASKM GFAMMUNLESS DESCFOPnaH OFALL AATERALB MD WVOWE/RHbOEUBPT. Pfl017SDro HAVE IIAID RDWfUi ORIW4MLMIERD UMCATOIMIXPETSCAW- CDI4NECTIONANDATlEABTEVERY0MEISINS (100TFEETALONO VMELENG7II ON UlGESB'c LOW TRE PE�MO'DBBE (3')NCEOMOVEIHEPFE)MDtbH'ACTEtlN OFHEIth'GEOESLTRNTFDoNTHEDRAW2 d •.MOISP@CIHW WTFJINB OR EpU410 NI Will. PAYTHE COSTO AND CHARGES THEREFORE UPON DEMAND RUNS NORETHWNONE•HUNORED POGO FEETINIENGIH, EXPANSIONCUR(SBWOBE. LAYERSTO SEAL COMPACTION, NAO NUARAL OR UM LU4CALTMIRIO DEVICES, B.UNIISI.ALF010cmamONF T PROJECT, FORDED BY WRAPPNO AT LPA3TFNE7URNS OF W/REAIROUD ON IT B NCH CAVETML PtPETIENIWINDRAWINGTHEPPL TRENCHED FORPIPM4o 6FVII. DE COU'AGTFATD L�tAALTHECOMPACF1Oi0F'L11E WTERALSOREOUPMGRNSTAtLEO OtFTTiUWi%OWMTHWTPNOLIWUTTEN EIT13nNGAGAOTR'Utb161RRDm WD.MDLTIALLOELEFT NAFVRMRMYF1DItq 1.WUD MY 06 REJECTED THE CONTRACTOR APPROVAL OF REMOVE LANDSCAPE MRIALS LOGnDN S. ALL SPLICES SHALL BE MME WON SCUT04LOK IWO CONNECTOR SEALNC PACK4, WNUnON. AU TRENCHEBBHWOBELETTFiUSH W7TITIE NUIXfFNO SiAOE F1'OMPH MAr1190 t1ECUAPTTONIDJOVEBUCHWIERALO FRDIMTESTEATIPS OVBN EIWE4iE PEFTREWRECOINECIOILR OR APPROVEDEOUAL4 USEONEMILICEPERt &TOLE IRRgATibNCC4RTACTOROKALLBEi NIRACE CAP.ANGPRE35URE TLGTALL THE CONTRACTOR SHALL NAR SUCH ADJUSTM47TD AS RECSSM1RY, N LOCATION OF SPRINKLER MEADS. fT07DE SQZ,EGTI3ETWE, ORDmRFEOTARC,M fEQU1RED 0. MATURING APPROVAL GCNNELTOfl WAGING PACK PION° LNCER PAVING PRIOR TO THE PAVING WORK iD COMPENSATE FOOL LOCAL.DEOBREEMORTWW CONOTTONATMTCAUSE MONIED APPDUNN.OPANY ITEM. ILYMET THEFEORMBW"NTOF.IWEINF04RV iNAT1fE ({'{HFTFIAOTOIp PRODUCTTION3 DRVMELTTHEINFOr TMONAOFTHEDEAWNGSAW DPWFICATDW ONTHE OA318OFITFORMATXNJNDeAMPLEB SLpDIR7ED, AOORESS G WARRANTIES MANUFACTURERS WARRANTIES SUM, NOT ROOM WE CONTRACTOR OF HIS PROVE: UARXIFYMOM We GUARANTEE SUCRIVARR RITES $MALL ONLYSUPNAEMEM'TNE OHARANTES MTEOFACCEPTNKS _ S. ILECORO AND AD OULT MWI408 1. IME CONIACFOISKNI PROVIDE, AM KEEP W 10 DATE ACOMPMIE'AS BUILT' RECORD GET OF SDE LINE 07ALD PRINTS YA M CH GALL SE COYECTED DALY A W SHM eMAYCHNOE FROM TRIP ORENN. DRAWINGS AND SPeWCATICNS.MDTHE EXACT'AS4MT'LGQARQ S, 02M ANO XKOS of EQUIPMENT. PGGSFORTHS PURPOSE WYSSOBTANED FROM TIEFANOCCPE ARCHITEDTAT O0"T.. TNISCETOF DNAWIIGBtiNALA.BEKEPT OY TAIL, SIIEMDMAil A1C UIFDOAMYASARFCOFDSET. ZTENO3 SFNL4A19OSRTVEMWOTKPROCRES9DIEEm.M CACTOR SLW, MAKE NTNOLWLYAS' RE WORK PROSHOWING THE WORACNALY INSTALWESEMWINGS D11BEAAILABLEATALLTALESFOR TIDN AND SHALLDEMMPTINALOE1T7G T DESIGMiCATHYEANOSCAEAFKITICY, 3. BEFORE THE CATEOF THE FINAL INSPECTION. THE CONTRACTOR M 44LTIAYMM ALL INFORMATION FROM THE A46UILTPFMM TO M OZOM SEPTA PRO(UUAW FROM TRELANDSCAPE ARCHREDT. ALVIORKOIALL09 NEAT. N INK ME PRRD SUBECTTO T AOVALOF THE LANGSCiPEARC ITSM. 4. WE COMnACmR MALA OI MOPDON FROM TWO (7) PERMANENT PONM OF AIM"M UULONG CORNER!. SIDEW'AUL OR ROAD IMERSECTONS, NPO TME LIKE. OF THE LOCATIONS OF THE FOLLOWING ITEMS: A CONNECTION TO FTDSTING WATER LAPS A CONNECTION TO FXBTNG ELECTRICAL POWER C.GATEVALVM GROUTING OPSPRUNIBERPLASSU-ELMS(OWERS UAXMUUIWALOG E. M'RWKLERCONTNC.VALVES NOLDNGOFCWTGLWYAE KG. PDRUMOMR YAM SECOMMAYNCONTROL PPAR3 x I.O1NEnREAmEDUPM3. 0. ON ORBEFORETIE DATB O! THE fINAl INSPECIIOK TME CCNHACFOR SHN.L OEL OEtW OFTCOEPIEDLN0 ANWILL LL NGCOCTNRRa LRIEDESTHE ACONTRACTOR OFTAie ReSPOKSSRO1YOFFUTUIGRIW'E N4CHIEOr, PF.OIIAED UGOA/MTOV THAT WYRE OVITTERI FR011 IIEPRNTS PART2 PROOACTS i, WITIB" A. GENERAL USE OMYNEW MATEPWA OF BRANDS AND TYPES NOTED ONTHE DRAWINGS, AS SPECOIm HERON. OR APPROVED EQUALS. S. PVC PRESSURE PARK PIPE AND FITTINGS I. PRESSURE MAIN LINE (BMW) PIPIND FOR OZEST OR LARGER. SPM. DE PVC LTAwals Z PIPE SNNLOC MAW FROMM WAPPROVCDTI'M /.ORAE 1 TALC CO%MW CONFOR.IING7D ARTY RE61N fiPECIFGAT1011 D1MG. ALLPPE WSTMEET FMOU*OEKMASBETFORMINFEDEP.&SPECFMATIO MZ2mMMM APPROPRIATEUTANMW MEN810N(I DRL(9MMIT WMJXDPFEM 2 PROSSIk"icNNN L0E(DURWInAgI FORGSD i•1D'AADTDAUER WWI BE PVC SOHEOAAE 40 YYITH SO.VSIT W'ELOm JODNT& 4. PILE SNCL DEMADERtOMARFNP'RGVmtt[7I. CRADE i PVCCOMPOU D RA COHFOING TO ASTM REMN Bi'ECIfX'ATONSOIIIV. AlI ME MUST MEET R5QVFmIENTO AS 6ETFOFTTI INFWEPALSPEaF'CATION P5 2b70,(WLVEW MUW C NFORMVOMAAELDFRTIHG3OCCIAMIXTAK RLE 40. i•2,/N NSFAPPFK7MED COROTMIHO TO ASPM TEXT PROCEDURE G241b. I. SOLVEHr CEMEHTAW PRW A FOR PVC SOLVENT WELD PPEAW FITTINGS SHALL DEWPCAN D NBTAUAnON MGni W31T4:smam UY THENANU'ACTUML 6 FE1D 3PU CES BETWEEM AUFOMATM CONTROLLER APG EL MM CAL OONTROL VALVES HILLNOTSE PERMITTED, KAUTOMTICCONTROUFFS I.AUIOW11000NTP JMMS4ALUEOFSMAFDTYPETPEMMONDRAMM ZFNKLOCATIONOFAUnA% CCONTROUERSBMALLBEAPPftDMVf RM DJIHLROAUMORLSDREPFMM TATNE & UNLESS OTHERWISE NOTED "'THE DRAWFOUATHE 120 VOLT EIEC -WC POWER 70 me AUTOMATIC CONTROLLER LOCATION TO UE rURN0HE0 UYOTIERS. TIE FINAL ELECTRICAL HOKUPSHAU. BE THE MSOKW UHY OFT HE IRRIOATWN COMPACTOR. L ELECTRIC CCNIROL VALVE 1.AL).M=j,0000NTROLVALVES SHALL BE THE GAVEMNIFACTURERABTIE AVRxATICCONTAWERO, ZALLEtWTRCCONTROL VALVES GALL HAVEA MVNLMIMOWA WATME'M. M CONTROL VALVE DOED I. VALPROMEANO INSTALL ONE CONFROLVALVE BOX FOR EACH ELECTRIC CONTROL Z USE VXW RWNOBOT FORALL GATE VALVEARROOFSPP CR APPROVED EQUAL &USE EVP X ELY X it`RECTANGULARBOXFOR ALL FLECTRICCOMTFDLVALVES CARSON INDUSTRIMIMA AUBLORASUETAAED. L THREE VALVE BOX K EV8 SAU. BE PROVIDED OWNER Uxa[rr :Ta11:d. �T7 LAUL 6PAINQERMEMS$NAL BEIM SME SIZE TYPE,ANOOEUVERT ESAVE MTC orPAECFTATm WmITHICDAVCTEUORnAamiOr,niRDW, PfEE:mLAVD DRGIWRGEASSHDIYNON THCOMWNGB AWVASPECVIED N 7MEY(EBPECSV. 2. SHAY LEADS SHWL HAVE SCREW ADJUSTNEM. &RTSFRURTSBMWW.BEFABRICATMACCORDA rEWITUTHEMTAIISSNONNCY THE DRAWINGS. 4. WER HIPPIES FOR ALL SPRPdOiR KAM SHML BETHE SAME SHEAR THE RSER OPENNG IN THE SPRINKLER BOGY. d ALL SPRMGER HEADS OFTHE SAME TYPE SHALL BE OF THE SALE MANUFAMURER, EXISTING WALKS IS RE OR OJEiMIRKY OR IMPROPER SPRAY PATTERNS. KMRA LJDRIVING, DR VI G, MIT CUTTING OR REPLACED BY D MS OFSGCWMN$ NIORAWO ORMW.ARK-ETELL ZVAAWSLEPRE5311RE BeO THE CC TAACtOOR PARTOCOUCTRcTEE NECESDARY.rrEl4AL. EE"M TOG TORIT E BYTHEIALKSACtOn A8 FIEOONTRACTCCSE PET CVT R COFRMCTORBVVILOHEERVEAND RECOROWATFAPRESSUREIWDAYAOAOLE iL.OW COWGRE MTHELAN LANDSCAPE OWNERS EIE6tIM FROMVING IN= PERMNVTSIHRg48ATp01MCFCOMta4TON,EVERYONE(1)HOUR FORA REPIM No YDR U SHULBEE PERMITTED PAVING lfA71VE. NO HYDRAULIC DRIVING 6IWLSE PETVJ7I7E0 UNDERCONCIETE PAWNS. ToT HOA:PERIOD. lODE1FRNRtEFE00TNGWA74RCWLA.TERWnCB DIFFER FROM DESIGN PPZ53M AND AVAILABLE GPM DATA AS SUPPLED TW THE ML4IMW OF EptTEENPY)NCEB OEIWEE7THETOP OF THE PPE PIRONWAM00) CT. CONIRACTCRSHML WTiFYTIELMG9CTPfiAR^HXiEOT IIT 1NUnN0)BNEO+ITELYMDRTOD=f4NONRTNUTNNCFARCATIONSYMM 0007H SOMOU AWT/ESDTLCWkNMRW"ATICMNCFtMP.LPEBTTU:'tEANO NOIdND'88UFtE FAILURE TONOTFYL/VTOSCMEARaTWT.7NECONTRACTORASSU1ffSALL PIPINOINSTALLEDiNRA3PIAI.7G CONCRETEPAYN4 RFrRONSSKRY FORCORECTICHATNO MUST TOTNEONNEL OASSEMSJEB 1. ROVfiN00F M'RI4X.ORIRRDAnON ILNESM INCG17PT0NITEOMriRGOOR IXMGRAMWTIG NBTNL UNm AND VARDU8A53FAIBLJES) IN SNaI AYNIE.R A9 TO CCW Willi YR)H THE 0."fAAA PEROAYNW. 7. R4^MALLTG YULn1+LE ABSEM3tE6OH PVCUNES. PRONOE EAMAMIOA LLYWITH ImOWNOUTLEr. 3. NSTALLAMASSEMBUESSPEC*MDHERM IN A.^COAOMCE WPIN RESPECTNE OCTAL 14 ABSENCE OF DETACEDDMAWNGGOR!^EORCATHXNS PERUDONO TO WECRCOEMSFMMMOTOCOWLMWOMPU" M8UCINWOD(N PC0.^RDV4CWftHTHEUODTSTANCAMPRACTICEWTniPMMAPPFWIMOF THE IAVDOCAPEARCUMMT 4. PVCM AND RTiUWSSHALLHETGRXDNLT 4F mMUMD M04MC BEORE PSTAUATOINSTALLATION,, ENTa We SHALL UAAS HECOF11ffJOPW W TEPPEANOfni1NO MANt1FACnREG d PVCTONETALODW= D'M"COWRACTDRSW,I.WORK7M ROYAL CNWHCSFI70GOTAPE WWWWSHA"%aTALL OINAL.PVALE NCII PRESSURE ISALL THATFSRECURED. VAIERETHREADWPVccomeanmaARE FT£TXARM USETNNEyOED PMADAPTDRS INTO WHX�NPFE MAY BE WCUSED. 0.YAENMW(f40ACONNEC110NOF UNLJKE METAL PEES STUN A9CORPOR TO GALYA"D.EDPFd OOITRAC7CNBHAll1/5E SFECALPTiLNGS VNNFACNRm TO PREVENTELmTFiOLYGE ALL LUTES SHILL HAVE A IN/MUM C,EARNCE OF MX (/T INCHES FFLOM EACH OTHER AWFrtOtALIES OFOTIEAT(tNrtS PNA41T.lNESsHAU MOTOEUNSTALTED OT U CiLY OYER ONE A40THER. F. EXPOSED 094RAOF PDNG I. PfU ESSURE MAN LINE PIPE ALL EXPOSED ONKIUDEiRlm31AREAWNRBE F'0'E S ALLBEGALVANIZED GTEELPIPE ASASCFEDIJL40MRDbiFEI.SC MIEDPIPB PINTO SLOPE FAC_FVERV FOR(41 FFETUSNG ARM 3 RETNFORCOtGSTEE. BEM INAMR AN SHAPE AND DRIVEN INTO GIFEAMRUUM OFETBTIELJ(1Y)NCHES SPRESSUREREBUTATOR IF UM1O)LUALLT HOI FRES SUE3 OR VARAGE PREBO BNL] ME EWCOR, Tile CCNTMCTD113HAIL INSTALL A PRESSURE REOAMAT PONr OF CONECno H PR )R TO BACPM.OWDEVLCE, FACTORYPFMETTO DESIGN PRESSURE. 4, FOGGING FOGGING 13 EV094M OF HIGH PFBeS LXUA THE CONTRACTOR SWI FIRST ADJUST SCHRMER VALVE UNIT ON THE REMOTE CONTROL VALVE BEFORE 46TAUA10 PRESSURE E AEOULATOR. L PRESSURE COW04ATING HOMES IN$TAU ATDNOF PRF.BSLRF. CWPNSATiNG NOIR FB TO PRF.VFhT PDGGIN3 PINNA. BE OCFN9ID'W W ASA W)AAL ADAPRAE/PILO tiYeTFM. d AWFORANUNRD ANRDNNN VALVE UOS G WL DE 114TALLED ON ALL HADD N SYSTEM TAT OEMOVBTMTE OWNbONN WMFN iHE8Y8TEM6 We OFF POSITION AND SMALL BE CGYBIDEEDM ANORMWLADAI9MENT7DpySTgA. T. EXCERSNE RUNOFF TtENR1aAT10NCONTRACTOR ORNI AORATTIME DCimulEOFT6 AUTO AUfCWATC CONTROLLER STATION TO A LESSER DURATION AND WTH A MkIMMJ 4 TMMPEROF RE'EATCYCLES. TIME SPM OMMUN WATERING CYCLES SKALALLOW ADEQUAIETME PORWATER TOPENETMTE SOIL C.TEVII HOOF IRUwTIONEYOTTM 1.71EWMMC)OTSNALLNE°UESr THEPRSOIADV NCtOrTGING, ARCIICCt INWTUTINQAT LEAGT rTDRry4OCttPSIlOUY IN AbVANOCO('TTITN0. Z MIT ALL PRESSURE LINES UNDER HYDRO TATIOPRESSUR:OF 150 POLIOS PER SQUARE INCH (PMA AND PROVE WAMMOM. r A c mo. oa ox # -�ucom W d�` moJ °m °mm cr Xmom3o u� m .Goo c Ca -.m `OCT;m STA° .,o IF 3'aC �'v dT<m9m °.p_m3 °uoW ac m4 'o 3: ms° 'm�cac uQoa omay-.Ev'mo U o 0 m .-mR°A nmt) O m P- vL. m='u ° 6. o COC -'C O m r C o,°�o$`azg Wn3 N ° °cc "a mEIRE ny- °'O a'vi� m F naUohH mOHrtU Au 0 lS Q! C G O E�Z to E ,eg UI �u�C.Vv As s In A�4 ID L" moc M M ch OR G Ot (n S J 2 K Q e � g O z ' ' 3! N tgt ; 23 owl 1 n B O _ Z 2 O < V Im < ._ Z K on �o Z V U O < N < UJ a< m I<e a I-- Be 0x- V) LN z F w SAI LUL o Q 6 n J S Z Z Q O Q Z in DO Y < 0 � O O m P m L'iO W Z A I- IQ 2 <S o ° Q o O V) 0 JOB N0. 0901 DRW'G NO. REV NO. L-13 I NEW QM In---QME FQR101 mou¢ maria -E E O a 0 u ay� c MrmD\\-\o MRSi WASHF S DD QUEJo L•'miMN o a-• rimy noir a 1 :2:2.6%Ma6 25 D D u RAZZAK C RC 2 4m E r_ all CL RECEIVED 'v E -E r E c U0 .9 D AL FORN A DEC 2) 2 2015###### L D AMON Crry OF DIAMo" R Am GENERAL NOTES & Tc -24 SUMMARY HNDEX 67D T GENERAL NOTES OWNER: MR & MRS WASIF SIDDIOUE T TITLE SHEET LT LANDSCAPE TITLE SHEET 1. ALL MATERIALS & WORKMANSHIP SHALL CONFORM TO ADDRESS: 2502 RAZZAK CIRCLE s THE 1998 EDITION OF THE CALIFORNIA BUILDING CODE 1 9 & ANY OTHER REGULATORY AGENCIES WHICH HAVE DIAMOND BAR, CALIFORNIA C-1 GRADING PLAN NOTES LB LANDSCAPE BUILDING NOTES AUTHORITY OVER ANY PORTION OF THE WORK. SCOPE OF WORK: NEW 2 STORY SINGLE FAMILY RESIDENCE C-2 GRADING PLAN I A R i " 2. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS C-3 GRADING PLAN SECTIONS L-1 FUEL MODIFICAITON PLAN R 9 & SITE CONDITIONS BEFORE STARTING WORK. E.T.A. APN: 8713-009-066 C-4 EROSION CONTROL PLAN L-2 LANDSCAPE CONSTRUCTION PLAN SHALL BE NOTIFIED OF ANY DISCREPANCY BEFORE Gi - ; 5nt PROCEEDING KITH THE WORK. LEGAL DESCRIPTION: Tract 30578 Lot 181 L-3 LANDSCAPE IRRIGATION PLAN SITE PLAN 3. DIMENSIONS ON DRAWINGS SHALL TAKE PRECEDENCE CONSTRUCTION TYPE. TYPE V NON RATED A-1 L-4 LANDSCAPE LIGTHING PLAN4 O1 OVER SCALE SHOWN. TYP. DETAILS & GENERAL GROUP: R -3/U-1 A-2 BASEMENT LEVEL PLAN L-5 LANDSCAPE PLANTING PLAN 0 NOTES ARE MIN. REQUIREMENTS TO BE USED WHEN 3 CONDITIONS ARE NOT SHOWN OTHERWISE. ZONE: FIR A-3 FIRST FLOOR PLAN L-6 LANDSCAPE TREE PLAN 00 NOT SCALE DRAWINGS. LOT SIZE: -/-73,120 FS A-4 SECOND FLOOR PLAN L-7 LANDSCAPE DETAILS 4. NOTES & DETAILS ON DRAW INDS SHALL TAKE BUILDING COVERAGE: 4.61. •/-3.417 SF A-5 ROOF PLAN L-8 LANDSCAPE IRRIGATION SPECIFICATIONS PRECEDENCE OVER GENERAL NOTES & TYP. DETAILS. LANDSCAPE COVERAGE- 87.22 -/-63,522 A-6 ELEVATIONS WHERE NO DETAILS ARE SHOWN CONTRACTORS SHALL HARDSCAPE COVERAGE: 8.2/ -/-6,000 SF A-7 ELEVATIONS CONFIRM WITH E.T.A. WHAT IS TO BE USED. AREA SUMMARY: NEW BASEMENT LEVEL: 1.978 SF A-8 BUILDING SECTIONS z 5. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF NEW FIRST STORY: 3.220 SF A-9 BUILDING SECTIONS 0 PLACED ON FRAMED FLOORS OR ROOF. LOADS Fn SHALL NOT EXCEED THE DESIGN LIVE LOAD PER S.F. NEW SECOND STORY: 2.690 SF A-10 BUILDING SECTIONS PROVIDE ADEQUATE SHORING & OR BRACING WHERE TOTAL LIVEABLE 7,888 SF A-11 ARCHITECTURAL DETAILS > STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. NEW CVRD PATIOS/DECKS/BALCONEYS: 2.640 SF G. PROVIDE TEMPORARY TOILET ON JOB SITE PRIOR TO NEW ACCESSORY: 0 SF START OF CONSTRUCTION. NEW GARAGE: 1.440 SF 7. THE CONSTRUCTION DOCUMENTS & SPECIFICATIONS TOTAL NEW: 11,968 SF < REPRESENT THE FINISHED STRUCTURE. THEY DO NOT 0 INDICATE THE METHOD OF CONSTRUCTION. THE SLOPE AVERAGE CALCULATION- .002296(10)1590/1.62 22.5 CONTRACTOR SHALL PROVIDE ALL MEASURES 0 NECESSARY TO PROTECT THE STRUCTURES DURING z CONSTRUCTION SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 0 s CONSULTANTS MRC RNHTY MAP V) CIVIL ENGINEER STRUCTURAL ENGINEER LANDSCAPE ARCHITECT/DESIGNER CIVIL TRANS INC. CIVIL TRANS INC. AWARD WINNING DESIGN DIAMOND BAR BOULEVARD DIAMOND BAR BOULEVARD 14442 CEST DRIVE DIAMOND BPR, CALIFORNIA DIAMOND BAR, CALIFORNIA VICTORVILLE. CALIFORNIA JAY ASLAM. PRINCIPAL JAY ASLAM, PRINCIPAL 909-051-6481 1-909-396-1202 1-909-396-1202 949-331-7356 REVIEWING ARCHITECT GEOLOGICAL ENGINEER CERTIFIED ARBORIST DESIGN CONCEPTS LOTUS CONSULTING ENGINEERS,INC. DENNIS JONESu a, ♦ 4091 RIVERSIDE DR. 23112 ALCALDE DRIVE, SUITE D ISA CERTIFIED ARBORIST WE 5700 1 CHINO, CALIFORNIA LAGUNA HILLS, CALIFORNIA 92653 15529 ARROW HIGHWAY z SHV �ALWAR,PRINICIPAL SAMPATH RAGHAVEN,RGE 705 IRWINDALE. CALIFORNIA 91706 1-909-591-3939 1-949-768-4466 1-626-960-0196 _j n In in Lj L -j SAFETY < SAFETY 3r m m Of 0 0 ALL CONTRACTORS WHOSE TRADE REQUIRE DIGGING, TRENCHING AND/OR ANY UNDERGROUND in WORK. SHALL FIRST CONTACT, "USA", UNDERGROUND SERVICE ALERT, TO LOCATE ANYuj z z UNSEEN UTILTY LINES. USA MUST BE CONTACTED NO LESS THEN 2 WORKING DAYS PRIOR -j < z TO BREAKING GROUND, 1-800-422-4133. < 3 It 0 V) 0 JOB NO. 0103 DL5 DRW'G NO. REV NO. 1 f GENEM NOTES: i ALL MING AND CONSTRUC WN SHALL CONFORM TO APPENDIX CHAPTER 33 AND CHAPTER 71 (LATEST MOTION) OF THE COUNTY OF LOS ANGLES BUILDING WOE MESS SPECIALLY NOIFD ON THESE RANG 2 ANY UODFICATDNS OF OR CHANGES 70 APPROVED GRADING PVNS MUST BE ,APPROVED BY THE BUILDING OFFICIAL 1 HD GRADING SHALL BE STARVED WITHOUT FIRM WHFYING THE BUILDING ORCIN. A PRE-GADNG MEETING AT THE SITE 15 REQUIRED BEFORE THE START DF THE GRADING WON THE FO LUWNC PEOPLE PRESENT. W04 OWING COMPACTOR, DESIGN CML SIGNER SOBS E CIT EEA, GEOLOGIST, CRY GRMNC R6PECiDR(S) OF THER REPRESENTATIVES, AND WHEN fEOURED TE ARCHEOLOGIST OR OTHER JINLSDCROHN. ADDICTS. PE IATIRE DR HIS AGENT ARE RESPONSIBLE FRO ARRANGING PRE -GLIDE MEETING AND MUST NOIR' THE BUILDING OFFICIAL. AT LEAST TWO BUSINESS DAYS PRIOR TO PROPOSED PRE-G+ME MEEGi4 4. APPROVAL OF THESE PUNS RUM SOLELY THE RMOF PUNS N ACCORDANCE WITH WE COUNTY OF LOS ANGELES BUILDING CODE AND APES NOT REFLECT ANY POSITION BY THE COUNTY OF LOS ANCBES OF TIE DE'ARNERT OF PUBLIC WORKS REGARDING THE STATUS OF ANY DRE ISSUES RBATNG TO THE VVD ON WHICH WE IMPROVEMENTS MAY BE CONSTRUCTED. ANY DISPUTES REAIING TET TRUE ARE SOLELY A PRIVATE WITH NOT IAMNING TRE COUNTY OF IDS ANGELES OR THE DEPARTMENT OF PUBLIC WOMOL S ALL MING AND CONSTRUCTION ACTMIES SHALL COMPLY WITH COUNTY OF LOS ANGELES CODE DRE 12, SECTIO! 1212030 THAT CONTROLS AND BMW ROSE FROM THE USE OF CO STRUGWN AND GRADING EDUIPMRT FROM THE HOURS OF - PM TO 8Z0 AAI, AND ON SUNDAYS AND HWCAYS 4 CMROMM PUBUC RESC RCFS CODE (SECTION 809798) AND HEALTH AND SAFETY CODE (SECTION 7505) ADDRESS THE DISCOVE Y AND DSPOSIBON OF HUMAN REMAINS. IN THE EENT OF DISCOVERY OF RECOGNITION OF ANY HUMAN M]UAINS IN ANY WCATION OBER MAN DRIGVFD CFMEEO, THE LAW BECOMES THAT GRADING IONRWB.Y SIDES NO NO FORM EXCAVATION OR DISTURBANCE OF THE SRM ON ANY NEWSY AREA WHERE REMAINS MAY BE LOCATED, OCCUR UNTIL THE FOLDWNC MEASURES HAVE BEEN TARTI A THE COUNTY CORWR HAS SEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATIONOF THE CASE OF DEATH 6 REQUIRED, AND 4 IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DEGMSEDD WINE AMERICANS COVE MADE A RECOUMRDATION FOR THE MEANS O MEATING OR DEPOSING, WTO APPROPRIATE DOW, OF THE HUMAN REMAINS AND ANY ASSOCIATED GAVE GODDS 7. THE LOGDW AND PROFECWN OF ALL URURES 6 THE RESPONSIBLUTY OF ME PERIRTEE. ALL EXWOW OF MATERIAL FROM THE SHE MUST CO TO A PERMITTED SITE APPROVED BY THE MUIIDAL DR NG OFFICIAL A LEGA. 4 DUMPSTE RECEIPTS FOR ACCEPTANCE OF EXCESS MATERWL, Of A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE WRDNG OFFICIAL UPON HELIUM A COPY OF THE GRADING PERMIT AND APPROVED MNG PLANS MIST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND e' AVAILABLE AT THE SIZE AT ALL TILES ''.., i4 SIRE BOUNEMMES. EA -RENS, DWL40E DEVTCFS, RESIRIWR USE AREA 9W1 BE LOCATED PER CONSTRUCTION STAK9D BY FIELD RGNEER OR LICENSED SURVEYGi PRIOR M WADING M REWESIID BY THE BUILDING DERMAL ALL PROPERTY LINES, EASELIRS, AND RESTRICTED USE MEAS SH NI BE SOAR. 11.THE STANDARD RETAINING WAS. DEWLS SHOWN ON THE LADING PLANS ARE FOR REFERENCE ONLY. STANDARD RUNNING COMES ARE NO CHECKED. PERMITTED. DR INSPECTED PER THE GLIDING PERMIT. A SEPARATE RETAINING WNL IS MEMORIES FOR ALL MARGARET RTMMNG WAILS 12 F MULDNG AUTHORIZED MY THE RAN E TO DDEND THROUGH THE FUNNY SEASON. NOVEMBER i THROUGH APDL 15 OF THE FMLOWNG YEAR SEPARATED UPDATED PLANS FOR EROSION CONTROL MUST BE SUBMITTED ROOM TO OCTOBER PER SECTION 1719.3 OF THE COUNTY OF ICS ANGELES BUILDING CODE 11 TRANSFER OF RESPONSIBILITY: F THE CML ENGINEER, THE SOILS RGNER, OR THE BDNFERING CEOLOGST OF RECORD IS COMDR WRING GRMUIr, THE WORK SHALL BE SOPPED UNE. THE REPLACEMENT HAS AMD N WRITING TO ACCEPT THEIR RESPO S BIUFY WITHIN THE AREA OFNMJL TECFCDMPETENCE FOR APPROVAL . UPON COMPLETION O' THE WORK. IT Still BE THE DUTY OF THE PERMITTEE TO NOTIFY DE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR N TIE RECOMMENCEMENT OF SUCH GRACING. INSPECnON NOTES THE PE4IEEE OR HE ART SNAIL NOTIFY THE BOLDING OFFICIAL AT (FAST ONE WORKING MY IN ADVANCE OF REQUIRED 14. INSPECTIONS AT FOLLOWING SOCK OF THE WOK (SECTION 3317 OF THE BULLING CODE) (A) pIM& WHEN ME STE AS BEEN CIF/RED OF VEGETATIDN AND ON APPRom ELL HAS em www,BENCHED OR OTHERWISEPREPARED FOR FRI. RLL SIAL NO BE PUCK PRIOR TO THIS INSPECTION. NOTE: PRIOR TO AND CONSTRUCTION ACTIVITIES, INCLUDING GAMING ALL STORY WATER POWRION PREVENRON INCLUDINGMEASURESINCLUDINGBDEWHICHOSON CONTROL. CES WACONTAIN SEDMRIS MUST BE INSTALLED. (B) IMM81WHEN APPROXIMATE NUL ELEVATIONS HAVE BEEN ESTABLISHED DRAINAGE TENTACLES, SWAM AND BERMS AT THE TOP OF ME SIDPE; AND THE STATEMENTS REOURR IN THIS SECTION WYE BEEN RECEIVED. (C) B86L WHEN GERMING AS BEEN COMPLETED ALL DRAINAGE DEVICES NSIALUD; SLOPE PUNNING ESFMUSHER INDICATION SYSTEMS INSTALLED AND ME AS-BULT PVNS, ROARED STATEMENTS, 90 REPORTS COVE BEEN SUDITED AID APPROVED. IN ADDITION M THE OLAPECWN ROHRD OF THE BUILDING OFFICIAL FOR REGULAR GRO11% REPORTS AND STATEMENTS SNAIL IS BE GUBMRTED TO THE COLD IG O FICULL. IN ACCORDANCE WON SECTIONS 3317 AND 3318 OF TIE COUNTY OF LOS ANGELES BOLDING CODE ALL GRADING SEER MUST PAVE DRAINAGE SWAU3, DEWS, AND RN ST DRAINAGE DEVICES INSTALLED PRIOR TO ROUGH GRADING 14 APPROVAL PER SECTION 3317.6 OF THE COUNTY OF IDS ANGELES BU(➢NG WOE 17. THE GRADING CONTRACTOR DWI SUNNI" THE STATEMENT TO THE GRADING INSPECTOR M REOUIRD BY SECURE 33141 DF THE COUND OF LOS ANGELES BUILDING WOE AT THE MUREM OF ROM GRAI INC. 14 FNA. CTtAONG MIST BE APPROVED BEFORE OCCUPANCY O BUILDINGS WILL BE AIMM PER SECUW 3318 OF THE COUNTY OF LOS ANGELES WILDING CODE DRAINAGE NOTES: It ROOF DRAINAGE MUST BE DIVERTED FROM GRADED SDFES RM PROVISIONS SHALL BE YALE FOR CONTRDUTORY DRAINAGE AT ALL TIMES 21. ALL SM CONN WORK S TO BE DONE UNDER CONTNVOS INSPECTION BY WE FIELD D0EUL GENERAL GEOTECHNICAL NOTES: n ALL WOO MUST BE N COMPLIANCE WITH THE RECEMUDDATIONS INCLUDED IN TIE GE01E I NICAL CONSULTANTS RMT(S) AND ME APPROVED GRADING PIANS AND SPECECATIWi 'I 21 GRADNG OPERATONS MUST BE CONDUCTED UNDER PERIODIC INSPECTIONS BY THE GEOTEDNICAL CONSULTANTS WITH MONTHLY INSPECTION REPORTS TO BE SUBMITTED TO THE CITY. 24. THE SOA. ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATS® THAT RE WOK S BENE PERFORMED IN ACCORDANCE WIN THE PIM AFD APPLICABLE CODE REDUMENM 21 ROUGH GRADING MUST BE APPROVED BY A FINAL ENGINEERING GEOLOGY AND SOLS RGOLERING R'PDRT. AN AS -BUILT CEOOGC MM MUST BE WC LMM IN THE FINAL GEOLOGY REPORT. PROVIDE A FINAL RK REPORT STATEMENT THAT vmnEs WOWAS DONE N ACCORDANCE NTN REPORT RECOMMENDATIONS AND CODE PROVISIONS (SECTION 33141 ORE COUNTY OF LOS ANGELES BUILDING CODE). THE FINAL REPORT(S) MUST BE 9UDLOTTED TO THE CITY. 24 FOUNDATION. WALL AND POOL EXCAVATIONS MUST BE INSPECTED AND APPROVED BY ME CONSULTING GEOLOGIST ALAI SOIL ENGINEER PRIOR TD THE PLACING O SIFT. OR CONCRETE 27. BUILDING PADS LOCATED IN CUT/FILL TRAN9RW AREA SHALL BE DVER-EXCAVATED A MINIMUM OF THREE (3) FEET BBDW ME PROPOSED BDTTDM OF PORING Underground Service Alert BEFORE rDU Call: TOLL FREE 0 G 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ®�/ PLAN ®I DATE 1. All HILLSIDE atMING NTH MOPES w EXffSS OF 10% 9WL COMPLY PLY WITH THE an OF DIAMOND DARHUSDE MANAGEMENT CIVIL TRANS INC I V ®O/ B/ ® 1 9 0M x. �0 � ORDNANCE AND 94W. T PVUY NOT EXa3D 2:1. �0r "a/ "// L OT S p/��®//�� /®\� 7 TRA T 305/ 8 2 NO FFMwC UNTIL. A CRANING PERLBT HAS BEEN ISSUED DUMONN THE CITFOR ANN 8HI am / / \V / ®Or AS S A 3 NO FDL STALL BE PULED UNTO THE PLACEINQE ff PLOSION CONTROL MEASURES FOR 111E PR6ECT S AOIPIID BY L BE LACED UN HE � THE an. //� /J� C/ CL6� CIRCLE 4. APPROVED PROTECTIVE MEASURES AND TEMPORARY D ALLAGE PRON90NS SHALL BE PROVIDED TO PROTECT ADMNING L 5O6s D • PRO43MES FROM DEP09nW OF MATERIAL DR DIVERTED FLOWS BOTH DURING AND AFTER All PHASES OF CONSBNCENDL DIAMOND BAR CA. 91765 1 THE R. WINKS DEPARTMENT APPROVE ALL DT SITE CTRM 70 REMOVAL NND AM SHAM R STRAIGHT GE A I ALL PAV REMOVALS STALL TH SAW CUT T A QfM7 STRMCxT EDGE All OFF SIM IMPROVEMENTS REPLACEMENT. NITREMOVALS ' SHALL Bll O O THE SHALL BE COMPLETED 10 THE SAl19ACi1W OF THE an ENGINEER. 4 ROUGH G ADENG MI. CERTIFICATE MUST DE SIGNED BY SOLS AM CI NG DEERS OF RECORD AND APPROVED BY THE CITY INSPECTOR PRIOR 70 INSURANCE or BULONG PERMITS FILL NOTES: EARTHWORK QUANTITIES• ABBREVIATIONS: 7. All ORIS SHALL BE OBSERVED BYTE DIMMING GEOLOGIST OF RECORD OUPoNC GI MNG SO THAT ANT ADVERSE CONDITIONS CAN BE RECOGNIZED) AND CONNECTED. 24 ALL FILL SMALL BE COMPACTED TO THE FOLLOWING MINIMUM RELATIVE COMPACTION CNRA: IVF VDWME: 1160 CY BM BENCHMARK BUY BAC( OF WALK 4ANYAMODIFICATIONS Or, GR CHANCES IN. THE APPROVED GRADNC PLANS oust BE APPROVED BY THE ERY. A 90 PERCENT OF MAXIMUM DRY DENSITY MUTON 40 FEET BELOW FINISH CRANE Ful VOLM AGO CY CONC. CONCRETE CAI CONCRETE MASONRY UNIT 9. SITE MUST HAVE DRAINAGE SWNES BERMS. AND OTHER DRAINAGE DEVICES APPROVED AT THE ROUGH GRADING STAGE 4 93 PERCENT OF MAXIMUM DRY DENSITY DEEPER THAN 40 FEET BELOW BNIS H GRADE• UNLESS A LOWER EXPERT: 7sG CY M FINISH GRADE ETHOW E 14 NO ROC( OR 9YUM MATERIA OUTER THAN 8 INCHES IN DIAMETER SNAIL BE PLACED UNLESS RECOMMENDATIONS RELATIVE CO PACDDE (NONE LESS THAN 90 PERCENT OF MAXIMUM DRY DR9I'n IS JUSRFIR BY THE CVTM]ttAVATION: 450 CY FFL FS FINISH SURFACE FOR SUER PLACEMENT HAVE BER SUBMITTED BY WE SOLS ENGINEER AM APPROVED N ADVANCE BY THE On. CE07ECH LAICAL ENGINEER REDOMPACB 450 Of ITS SGROUNDCSHOT VICINITY MAP THE RELATIVE COMPACTION SHALL BE DETERMINED BY ASTUL SELL COMPACTION TEST D1557-91 HERE 19m. TO TOP OF CURB TW TDP OF WILL 11. GRADING OERATIWS MUST BE C09WCTED UNDER ME CONTINUOS OBSERVATION OF THE SCIS RGNEER AND/D1 WE ENGINEERING GEOLOGIST OR RECOR0. N.TS. NPRICMIE WFEE NOT APPLICABLE 167 ACCEPTABLE 70111E BULDNC OFFICIAL.91ALL BE USED. THE QUANTITIES ESTIMATED ARE FOR INFORWTION ONLY. CDMfuCTOR SHALL WIOUGO TION 1Z 12 DWAMNS FOR STAMM KEYS AND REMOVAL OF UNSUITABLE SCIS MUST BE OBSERVED AND ACCEPTED IN NOTING (SECTION 33114 OF 11E COUNTY O LOS ANGELES BALDRIC EWE) YFIOR x15 DEAN WIVMUK. N OVANRIES UL aY KHT BY THE SDLS ENGINEER AND/OR THE ENGINEERING GEOLOGIST OF RECORD PRIOR TO PLACING OF FEL PRIOR 10 STARTING WDRR NG NATURAL GROUND 24 FEND DENSITY SHALL BE DETERMINED BY A METHOD ACCEPTABLE TO THE BUILDING O M (SECTION 33114 OF ME COUNTY OF LOS 11 WE ShcS RGINER AND/OR THE RGNERING G:OA M ff CORD MUST DOaIURT AND ACCENT ROUGH GRMINC ANGELES ER UNNO CODE) HOWEVER, NOT LRS THAN 10% OF THE REQUIRED DENSITY REST, UN FORILY DISTRIBUTED, AND SHALL BE OBTAINED BY FY7AL RPDRY PPoOR TO APPROVAL BY THE CITY. THE FINAL REPORT MUST wO1DE AND AS -G NAM GEOTECHNICAL BY WE SAND CONE MEDICO. LEGEND MAP. 14. FOUNDATIONWALL EXCAVATIONS BY THE SOLS ENGINEER AND/OR WE 34 SUFFICIENT TEO OF THE RLL SOLS SHALL BE MADE TO DETERMINE THE RELATIVE COMPACTION O TE FILL IN ACCORDANCE NTH WE OO/OR O ENGINEERING O FILM RIR 10 PLACING SINE ON CONGETE FOLLOWING MLMYUM GIDRNED _ --_ (1170) ---- EXISTING COMDUR 11 A RESENTED CIVIL SHALL SUBMIT A DRILLING CERTIFICATE TO ME CITY ENGINEER NO MORE THAN 10 WORKING DAYS UPON COMPLETION OF FNAL GRADING OPEAATONS CIERFCATE OF OCCUPANCY WILL ONLY BE ISSUED BY THE CITY A ONE TEST FOR FAR TWO -FORT V9FTICAL UFT. CDNCaTE SURFACE DIALECT TO TE CITY ENGt&IIiS APPROVAL O SAID ENGINEERS APPROVAL O SMO RONEUTS CERTIFICATE FINAL GANG MUST BE APPROVED BY ME CITY BEFORE OCCUPANCY BUILDINGS WILL BE ALLOWED. B. ONE TEST FOR EACH 1,000 WDC YARDS OF MAERIAL PLACED. 14 A COPY OF THE GRADNC PFOB AND APPROVED GRADING FINNS MUST BE IN ME POSSESSION OF A RESPONSIBLE TREE PERSON AND AVAILABLE AT THE SITE AT ALL RYES. C ONE TEST AT THE LOCATION OF TE FINAL FILL SLOPE FOR EACH BUILDING SHE (E.Oi) IN EACH FOR FORT VERTICAL LFT R PORTION MERE O'. CMU REANNG WALL 17. FINAL MORD MUST BE APPROVED BMW OCOUPANCY O' BUDDNGS WILL BE ALLOWED, D. ONE TRT IN THE VIORM OF EACH BUUDING PM FOR EACH FOUR -FOOT VERTCAL LFT OR POR70 THEREOF. - DRANCE FLOW to THESE PUNS HAVE DER CECK D BY THE CITY ONLY FOR CONFORMANCE WITH CITY COOS AND STANDARDS, COMPLIANCE WN DEVEWPLDRT CAPD IDE AND FOR MUM CONCEPTUAL APPROVAL O THE DRAINAGE AND OF SITE 31. SUFFICIENT DESS OF FILL SOLS SHALL BE MADE 10 VERIFY THAT THE SOL PROPERTIESCOPLY WITH THE OESIQ7 BEUIIm QEHi, AS SWEET IMPROVEMENTS SHOWN HERMR. N0 DETAILED MATHEMATICAL CSCE WAS MADE FOR THE ACCURACY OF THE EXISTING OR PROPOSED DIYR90N5, LINES OR GRADES 540VN INCIUDNG ALL EXISTING UINRES SHOWN OR NOT SHOWN. ING UNG T IN ACCORDANCE FENCE DETERMINED BY TENGINEER SOL INCLUDING SOI. TYPES, STEM SMD6 MS PARAMETERS AND CORRESPONDING WT ANLE O- WE ME FDIONNG GUIDELINES: 19. CONTRACTOR SHALL NOTIFY THE CITY RCINFiR'S OFFICE AT (ON) 839-7040 FORTY-EIGHT (48) HOURS (TWO WORKING r-•-� -r- �-.-+ EASEMENT DAYS) MINIMUM IN ADVANCE OF INTENTION TO BEGS GRADING A PRIOR AND SU ISEORM TO PLACEMENT OFTEDI. SHIM TESTS SHALL BE TAKEN W EAGER TYPE OF SOL DR SOL MIXTURE TO BE USED FOR ALL FELL 9.06 mum THAN THREE (3) 20. CONTRACTOR SHALL COMPLY NTH THE CAEFOIM STORM WATER BEST MANAGEMENT PRACTICES HANDBOOK AND THE HORIZONTAL TO BE VERTICAL PROJECTS STANDARD URBAN STOGY WATER MITIGATION PLAN (SUSMP) R U MINTS AS NECESSARY. SHEAR TEST FOR THE PROPPROPOSEDFILL. MATERIALMATERIALAL MUST LEES DR EXCEEDED ME DESIGN VAUES 119D N ME D SHEARCEOTECD SHEET INDEX: 21. DREW ALL ROOFTOP RwR OF TO SNRN DRAIN SYSTEM OR CTYs PAVED STREET OLRITR NA A MAN MADE CONVEYANCE SYSTEM AND NOT ACROSS ANY EROSIVE W7EIAL REPORTICM. ORT TO DETERMINE 94PE STABILITY REOUIREMENIS ORERWISM THE SLOPE MUST BE REEVALUATED USNG THE ACTUAL SHEAR TEST VAX OF THE FUMAIRML THAT S IN PLACE i TITLE SHEET-CENEML NOTES C-1 22 R -VALUE TESTS 9WL BE CONDUCTED FOR ALL PUBLIC AND PRIVATE ROADWAY IMPROVTEHTS TO IDRMY THE MINIMUM C FILL SOLS SHALL BE FRE OF DELEIT0O75 MATERIALS. z GRADING PAN C-21 PAVD@NT 9OUCNRAL NEwmaws FOR RIE MTM UNLESS OMRNSE NOT Raimm BY RE CITY. 3 GRACING PLAN 10 SCALE C-22 21 TYPE V CEMENT SHALL BE USED FOR ALL CONCRETE WOO COMING N CONTACT NTR ME GROUND, UNLESS OTHERWISE 32 FILL SOUL NUT BE PACED UNTIL SIRPPHG OF VEGETATION, REMOVAL OF UNEUBADE SDI-, AND INSTMLATIW OF Wwm (IFINDICATED BY THEPRO T'S SGL ENGIIER. ANY) HAVE BEEN INSPECTED AND APPROVED BY THE WL RGINEEIL THE BUILONG OFFICIAL MAY REDLINE A 'MARGARET TEST 4 SECTIONS AND DETAILS C-3 METHOD FOR MOISTURE. ASN ORGAN" MATTER, PEA' OR OMR ORGANIC SOILS' A.&T.M D-2974-87 ON ANY SUSPECT MATEDA. I CROSION CONTROL PUN C -A 24. THE CONTRACTOR SHALL BE REQUIRED TD SWR AND CLEAR THE STREET AT ME END OF DAY OF ANY CONSTRUCTIONDER 09AL NNOUNS OF DRGNK: MATERIA. SNAIL NO BE PEMMED IN FILLS. SOH. CONTAINING SMALL MORNS OF RODS DEBRIS OR SOTS WiRU S, MAY BE MEOWED PROdBE TAT THERAPS ARE IN A OWTRY AND I STIBUIED IN A MAIM TAT WILL NO BE DE79MRIAL 24 ALL MOIX AND GUDWG OPERAnWS SHALL BE 51A1® BY A RE95TFIFD CIVIL RKANER UL9NSD lD FRD1BE SURVEY N THE LANAE USE O THE SITE kD THE SOL- RGNEER APPROVES THE USE OF SUCH W7EIN. SERVICES OR LICENSED LAND SURVEYOR APPROVED BY ME OMEN MUST NE SHOWN ON AN AS ORL7• CHATPUN. ESTIMATES OF QUANTITIES• 31 ROCK ORD MAMMAL TLW 12 INDIEN IN O4NER SHAM NO BE HEALED IN THE FILL UNLESS 24 WAIL TD BE CDRSIRUCiID BALL 8E DE9INR PER DRY WADING CAPE TION H PAC SUCH RECOMMENDATIONS FOR SUCH RALE@7T HAVE OflN 91DdTiFD 8Y THE 501E RCMER AND NEItOVR N MV11DR BY TIE tD. @S{ ➢11NDBY BUILDING OEM& WCKTDN, MOUNT. AND ELEVATION OF ROCK DISPOSAL AREA MUST BE SHOWN ON AN AS BUT MAIM R/N. 1. CYU RE WALL 120 SF BENCHMARK: 34, COMHINUOUS OPERATION BY THE SOL ENGINEER, ORAREPRESENTATIVE, BE PROVIDED DURINGEFILL :MEO AM COYPMTION OPERATIONS WERE FIL- HAVE DEPTH GREATER MAN0 FRET OR MOPE SURFACE STEEPER THAN 2:1. 2 12' CONE. SNAtE 120 SF SNI DM SEWN PUN P.G 101.5 PAGE { (SECTION 33117 OF WE COUNTY OF LOS ANGELES WLDNC CODE) 1 4• DA PVC RPE 22 LF flU'T1D IN SANITARY SEWER YM IN WE CITY OF DIAMOND BK G STA 0+00.00 AT CLAYWOOD 0. AND BOWCRR DR RARE EWER MAP 31 WMUNUOIS NSPEWDN BY SOL BONER, DR A RESPONSIBLE SIWI. BE PRIAPIC ODING ALL SUBDROI 4. I• DRAIN INLET A CA I ANG CODE) INSTALLATION. (SECTION 33132 ff THE COUNTY ff LOS ANGELES WRONG CODE) 2 . PPE SLEEVES J EA 36. All SUMMAN GLUES ARE TO BE SUWEYED FOR LINE AND ELEVATION. SUDDMBR IRORATW MIST ME SHOWN W AN AS GULr GRADING RAIL SUSMP NOTES: PR AND POST DEVELOPMENT PERVIOUS AND IMPERVIOUS AREAS CREATED MY THE PROPOSED DEVELOPMENT ARE M FOLD- P03TDEVELOPMENT IMPERVIOUS AREA ----QM-ACRE" PERCENT IYPU MOUS ---M-x PREVIOUS AREA 0.137 ACRES. PERGNT PERVIOUS x PREDEVELOPMENT IMPUMOUS NFA 0.0]B ACRES. PERCENT TMPE THOUS >< PREVIOUS AREA 0.1J7 ACRES. PERCENT PERVIOUS 62 x ANY MODIRCOIONS TO THE MPNOVM SUS4P PLAN MUST BE RESUBMITTED TO THE CITY OF MNOND RAN DEPARTMENT OF PUBLIC WOD6. A COPY OF THE APPROVED SUSMP PLM MUST BE IN TIE POSSESSION OF A RESPONSIBLE POISON AND AVAILABLE AT THE SITE AT ALL TIMES. ALL STRUCTURAL MALARS SHAU. BE ACCESSDLE FDR INSPECTION AND MAINTENANCE. PRIOR TO COMIIEIKEMENT OF ANY WORK WITHIN TIE ROAD RIGHT OF WAY WOREANO/OR WNNECOBBOR)N 30 COUNLT "WARNED MA "E-ZTPOROOF ORF ILEZT FFROENCMTHE LLOSENT ANANG66 COUNTY COMRUCiTION�BM90N. PRWR9�N (eze�ha-31x9. PRIOR TO COMMENCEMENT OF ANY WORK AND OR DISCHARGE OF DRNIVLE T) A WATERCOURSE A PERU R FROMBOTHCAUMMIA wPMT4EM OF AND .DIE AN p UB MW CpNPS OF ENGIN MAY M THE PRORcf taVI Fu FFn OF TIE PROIEW. I HAVE REVIEWED THE DEVELOPMENT PLANNING PER STORM WATER MANAGEMENT MANUAL PER TIE STANDARD URBW STORM WATER MMGATON PVN (SIRUP), AND HAVE PROPOSED TME MPLDMENTATIM OF THE PERYANRT BEST MANAGEMENT PRACTICES (BMP -M APPLICABLE TO EFFECTIVELY MINIMIZE WE NEGATIVE IMPACTS OF TIE PROJECYB STORM WATER RUNOFF, WE SEEMED EMP'S WILL BE (STALLED PR THE APPROVED) PLANS AND AS RECOMMENDED WY TIE PRODUCT MANUFACTURER! AS APPLICABLE. CIVIL. ENGINEER 9GATUR THIS DRAWING HAS BEEN REVIEWED BY LOTUS CONSULTING ENGINEERS, INC. AND CONFORMS TO RECOMMENDATIONS OF REPORT OF GEOTECHNICAL ENGINEERS INVESTIGATION PROJECT DOCUMENT NO. 205131 IG, DATED JUNE 14, 2005. LOTUS CONSULTING ENGINEERS INC. 23112 ALCALDE DRIVE, SUITE D LAGUNA HILLS, CA. 92653 TEL' (949)768-4466 ' 14fl14 TUE UNDERSIGNED CML RCNER HRMY STATES THAT THESE PLUMS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND THE PIANS CONFORM TO ALL PERTINENT PROVISIONS OF CHAPTER 33, EXCAVATION AND GRADING OF THE UNIFORM SUR IN; WOE (1997 OR LATEM AS MENDED AND CRY OF DAAOND 842 CODE AND CHAPTER 2222 HILLSIDE MANAGEMENT. CM. ENGINEER SIGNATURE NOTE: FOR WALL SEE SEPARATE PLANS AND AAE, INC. 601.S. VALENICIA AVE. SUITE 250 BREA., CA. 92823 TELA (714) 940.0100 KENNETH R. P TNAM RCE C-11733 DATE � • • 0 -MA' DAVID G. UU CITY ENGINEER DATE PREPARED BY: "'� 4j/ CIVIL TRANS INC I 0 � ENGINEERING, PLANNING, SURVEVNG 0M x. �0 � 732 NO. Diamond Bar BIVd., S.H. 128 Diamond IT.,, Califomia 91765 �0r (909) 398 -91St + DATE I REVISION I LEGAL DESCRIPTION: LOT 181, TRACT NO. 30578. M.B. 785, 1-5 APN: 8713-009-066 OWNER: MR. & MRS. WASIF SADDIQUE SITE ADDRESS: 2502 RAZZAK CIRCLE DIAMOND BAR, CA. 91765 TITLE SHEET -GENERAL NOTES DR 2005-31 SINGLE FAMILY RESIDENCE IN THE CITY OF DIAMOND BAR ffY: JET ICHK BY: JMA SCALE: AS SHOWN I DNA 03/24/08 REVISED: JOB: NO.450-1851`2 SI- I! F // / 99$1/ // / // p .'�♦` P.L. (8�57.71 l / / I / � rt ! lI r I j6`• f ; / / g AREA 1 • l,' ; / / E(O� � 03 AC �° 855.35 G I l p r F MINl � 6 /-E:FC, 1. /Q a5M X67Lj W �Z11'.1853 / /�• / / ,r._m" a — — 1 S � m b /oav 853.8414 ® CONSDIUCT 5'X5' ROCK RIP -RM AS SHOWN PER DETAIL 3 ON SHEET C-3. OVER EXCAVATE ANO REDOMPACT MINIMUM Y FEET DEEP BDDW EXISHNG GRADE, MOISTURE CONDITION AND REPLACE AS 6 .13 COMPACTED RLL PER SOILS REPORT SECTION 7ZI. ® A HOWZONAL OYER EXCAVATION OPERATION. 1 "' NO E°N°�MINIMUM 5 FM7 BEYOND FOUNDATION 47) wD1 Cs ® sm IE NOVO �EER Aua�EFNSMD ` IR FS R N US r 1 0o E6 0� SINo HITAN fit•• �i!� A�" _. i 856.28 EP \� � m,`� �� QT c', �h%N� \ ; 1� •/. ` 0 'a 857:0 h 7 �• .�Ln „`" � I • I `JOIN �/ � a'C / b � � a' T SS nmD W. S 1` 5' � J S 56 8 ^ ♦ � a .R\ \ m � a r "� � G • 6' Y.= ) 855.6 - $"}° L'- F6• , f , . ,/ E5 1/ SEMENT TO HE / N zb 5 'g h tiA� .. ..° " S ; D FS S6.0� D'• 'b 0� 856.6 511 kOUN OFA F 05 ` \ �o � �L `. �Lv4 ANGEL FOR/ SLOP 1 m — O G° R. - a _ _ F�. ,, 1155 47 L: b h �9 ° 6• ----� (856.35)EP m� / I IR o 35. LFI a .. _ .4 , P RPOSES. D / o 0 05 'S �...../ , • et 5 FL a 1n.S= a --b o JOIN_ � � %'� , b m I F 5. 4', ,y.. �� ,:p ° O . ICT �•5a! 7 FS 5 /./ 2 a 44.0'-•-- 1 / o 856.15:1 8 ---- / ABONDED-18- m m {P ✓ ° . ' a� ' / . O nBPI-777105 a 1 mm \ %. &�"'9' Fo d� ' . q �c� o F u i — 8 �ti S6 /4 1N5T. NO ,Gf �b ' g �' V h `�' a b - 130.00' _ O b S A _ ? J 10 QQ) ' I 00 T, � � � "'\, \` , -- 7 8 0 ,�/ �'DIR1 4i�G i , . - sd'✓ .. y� FA P.L.>' GOND\ L. �. EXIST DWY -. p .n m 08.11 _� ��• iD tY0 4,, .. a ° ' EX () ♦. '+'° a mc� -.-.-- m � 1 5.00 "°, - ._...-•- N \ � t� ° 's'� 41 o _ moo� m� p _ _—' — �. L. EE jRRE tRRE ��N REVISION - N344814Wm� lf{Pi EE a Mw I DIR1 I rm m\ LOT 1 8 856.00 I \� I m; FS APPROVED BY: I 1 m \ FOR BUONS CO PAVOATIO AAN qk DDIENSRRIS k CONt.S. SEE AND °PLANS, I LEGEND: CONSTRUCTION NOTES: Fitt MFAtO PROTECT EAST FENCE IN PULE. OWNER: MR. & MRS. WASIF SADDIQUE ' NOTE: FOR WALL SEE SEPARATE PLANS AND PERMIT @ JOIN TO wrcH FwsnNc cRADEs. CDNC. AREA Q CONSTRUCT DRIVEWAY APPROACH AS SHOWN PER PLVL s• THHRC CoNCREiE NORTH CUT MLA D PAOVER /2' COMPACFED SCNd: 1• - to• GRADING PLAN Q CONSTRUCT 6' THICK CONCRETE DRIVEWAY THIS DRAWING HAS BEEN REVIEWED BY LOTUS CONSULTING ENGINEERS, INC. AND --• • . — .. — GRADING Uo APRON CAR tY THICK COMPACTED 17782 EAST 17TH ST., SUITE 200 TUSTIN, CA. 92780 PREPARED BY:DR SUBCRADE ONSH SURFACE 1-800 -"- -*- -'- -�- -�- EASEMENT CONSTRUCT 6• CONCRETE CURB AS SHOWN AND PER DETAIL 1 ON SHEET CIVIL TANS INC ® R SINGLE FAMILY RESIDENCE C-3• 23112 ALCALDE DRIVE, SUITE D BUILDING FOOTPRW © GRADE AREA TO U MUM 2:1 SLOPE 422-4133 Q7 LANDSCAPE AREA PER ARCHRECRDW. ;�• 732 NO. DI°m°°d B°r BWd.8 , S.H.S.HP 1 p�s DI°m°nd Bar, 81765 PUN. TEL: (949)768-4466 08 GRADE AREA AS SHOWN PER PAN 39811 � * (BOB) 386-11311 DRN BY: JR 09 PROVIDE 4• VCP SEWER LATERAL AS SHOWN PER AM STD. PUN 222-I. TYPE A. SCALE: AS SHOWN 80 -V 180 L.18'. CONSTRUCT 2* -5' HIGH CMU REIAINING L a WALL PER APWA SM. PLAN 618-1. TYPE A. GEOTECHNICAL ENGINEER SIGNATURE OATS JON E. BOURGEOIS RCE 30242 DATE © COVSOTUOTI0' M ED CATCHHEET A N INLET REVISED: JOB: NO.450-185P2 AS r'IO. V " SHEET 3 OF 8 ® IS 4• DM RC SCHEDULE 10 DRAINAGEPIPE AS PIPE AS SHOWN PER RAN ® CONSDIUCT 5'X5' ROCK RIP -RM AS SHOWN PER DETAIL 3 ON SHEET C-3. OVER EXCAVATE ANO REDOMPACT MINIMUM Y FEET DEEP BDDW EXISHNG GRADE, MOISTURE CONDITION AND REPLACE AS 6 .13 COMPACTED RLL PER SOILS REPORT SECTION 7ZI. ® A HOWZONAL OYER EXCAVATION OPERATION. 1 "' NO E°N°�MINIMUM 5 FM7 BEYOND FOUNDATION 47) wD1 Cs ® sm IE NOVO �EER Aua�EFNSMD ` IR FS R N US r 1 0o E6 0� SINo HITAN fit•• �i!� A�" _. i 856.28 EP \� � m,`� �� QT c', �h%N� \ ; 1� •/. ` 0 'a 857:0 h 7 �• .�Ln „`" � I • I `JOIN �/ � a'C / b � � a' T SS nmD W. S 1` 5' � J S 56 8 ^ ♦ � a .R\ \ m � a r "� � G • 6' Y.= ) 855.6 - $"}° L'- F6• , f , . ,/ E5 1/ SEMENT TO HE / N zb 5 'g h tiA� .. ..° " S ; D FS S6.0� D'• 'b 0� 856.6 511 kOUN OFA F 05 ` \ �o � �L `. �Lv4 ANGEL FOR/ SLOP 1 m — O G° R. - a _ _ F�. ,, 1155 47 L: b h �9 ° 6• ----� (856.35)EP m� / I IR o 35. LFI a .. _ .4 , P RPOSES. D / o 0 05 'S �...../ , • et 5 FL a 1n.S= a --b o JOIN_ � � %'� , b m I F 5. 4', ,y.. �� ,:p ° O . ICT �•5a! 7 FS 5 /./ 2 a 44.0'-•-- 1 / o 856.15:1 8 ---- / ABONDED-18- m m {P ✓ ° . ' a� ' / . O nBPI-777105 a 1 mm \ %. &�"'9' Fo d� ' . q �c� o F u i — 8 �ti S6 /4 1N5T. NO ,Gf �b ' g �' V h `�' a b - 130.00' _ O b S A _ ? J 10 QQ) ' I 00 T, � � � "'\, \` , -- 7 8 0 ,�/ �'DIR1 4i�G i , . - sd'✓ .. y� FA P.L.>' GOND\ L. �. EXIST DWY -. p .n m 08.11 _� ��• iD tY0 4,, .. a ° ' EX () ♦. '+'° a mc� -.-.-- m � 1 5.00 "°, - ._...-•- N \ � t� ° 's'� 41 o _ moo� m� p _ _—' — �. L. EE jRRE tRRE ��N REVISION - N344814Wm� lf{Pi EE a Mw I DIR1 I rm m\ LOT 1 8 856.00 I \� I m; FS APPROVED BY: I 1 m \ FOR BUONS CO PAVOATIO AAN qk DDIENSRRIS k CONt.S. SEE AND °PLANS, I LOT 181, TRACT NO. 30578. M.B. 785, 1-5 APN: 8713-009-066 �H� I CITY OF DIAMOND BAR OWNER: MR. & MRS. WASIF SADDIQUE ' NOTE: FOR WALL SEE SEPARATE PLANS AND PERMIT Underground Service Alert APPROVED BY: REVIEWED FOR THE CITY OF DIAMOND BAR BY: SITE ADDRESS: 2502 RAZZAK CIRCLE DIAMOND BAR, CA, 91765 HALL AND FOREMAN INC. DAMD G. UU: R.C.E. NO. 44053 DATE' CITY ENGINEER GRADING PLAN BgTORE Op Call: TOLL FREE THIS DRAWING HAS BEEN REVIEWED BY LOTUS CONSULTING ENGINEERS, INC. AND e CONFORMS TO RECOMMENDATIONS OF REPORT OF GEOTECHNICAL ENGINEER'S INVESTIGATION PROJECT DOCUMENT NO. 205131 IG, DATED JUNE 14, 2005. 17782 EAST 17TH ST., SUITE 200 TUSTIN, CA. 92780 PREPARED BY:DR 2005-3 1 1-800 LOTUS CONSULTING ENGINEERS INC.`r'9w. TEL: (714)665-4500 CIVIL TANS INC ® R SINGLE FAMILY RESIDENCE 23112 ALCALDE DRIVE, SUITE D ENGINEERING, PLANNING, SURVEYING $ 422-4133 LACUNA HILLS, CA 92653 ;�• 732 NO. DI°m°°d B°r BWd.8 , S.H.S.HP 1 p�s DI°m°nd Bar, 81765 IN THE CITY OF DIAMOND BAR TEL: (949)768-4466 39811 � * (BOB) 386-11311 DRN BY: JR CHK - JMA SCALE: AS SHOWN DRAWING NUMBE 2•O TWO WORKING DAYS BEFORE YOU DIG GEOTECHNICAL ENGINEER SIGNATURE OATS JON E. BOURGEOIS RCE 30242 DATE DAIS 03/25/10 REVISED: JOB: NO.450-185P2 DATE " SHEET 3 OF 8 EROSION CONTROL PLAN NOTES: I. IN CASE OF EMERGENCY, CALL AT 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIME DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). NECESSARY MATERIALS SPALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE GRADING INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED MEAS ADJACENT TO RLL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. S. ALL SILT AND DEBRIS SHALL BE REMOVED FROM AL DEVICES WITHIN 24 HOURS AFTER RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHAT. BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN MY DEVICE EXCEEDS TWO FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AREA EACH RAINSTORM. 7. EXPECT AS OTHOTMSE APPROVED BY THE GRADING INSPECTOR, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 5 -DAY RAN PROBABILITY FORECAST EXCEEDS 405. 8. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE RDIOVED FROM THE SITE AS DIRECTED BY THE GRADING INSPECTOR. U. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER 10. DESUINC BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER I AND APRIL 15 OF THE FOLLOWING YEAR. WITHOUT THE APPROVAL OF THE GRADING NSPECTOR. 11. EROSION CONTROL DEVICES ME TO BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PIANS OF THESES CHANGES MUST BE SUBMITTED FOR APPROVAL AS REQUIRED. 12. ADO THE FOLLOWING NOTES (OR SIMILAR) TO THE PLODS TO DEFINE THE CURRENT STATE OF CONSTRUCTION. A STORM DRAINS AND CATCH BASINS ME (NDT) CONSTRUCTED. B. STREETS ME (NOT) PAVED, EXCEPT AS NOTED ON THE EROSION CONTROL PLANS, C. DRAINA.CE DEVICES ME (NOT) CONSTRUCTED, EXCEPT AS Nan ON PLANS. 13. STORMWATER POLLUTION CONTROL REQUIREMENTS MUST BE INTEGRATED INTO THE EROSION CONTROL PAINS PER TITLE 26, SECTION 7010 OF THE COUNTY CODE FOR ANY CONSTRUCTION BETWEEN OCTOBER 15 AND APRIL 15. THE FOLLOMNO N07E5 NO DMFS M GUNNED N, BUT NOT UMIEO T0, THE BEST MANAGEMENT PRACTICE RNID N A R 1 OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL. MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS.): A ERODED SEDIMENTS AND OTHER POl1UTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET RAW. SWALES, AREA DRAINS, NATURAL DRAINAGE COURSE OR WIND, B. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALSMUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SUE BY THE FORCES OF WIND OR WATER. C. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIAL MUST BE STORED IN ACCORDANCE WITH THEIR USING AND ME NOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUSE BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. D. EXCEED Ofl WASTED CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHAT BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLA WASTE E. TRASH AND CONSTRUCTION RELATED WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF PAIRWATER AND DISPERSAL. BY WIND. F. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED 50 AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACOIOENTA. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAN OR OTHER MEMS. G. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. ATTACHEMNT 8 BMP'S: CABOT - DEWATERING OPERATIONS =2 - PAVING OPERATIONS ESC20 - GEOTEXOLES AND MATS 6021 - DUST CONTROLS CA003 - STRUCTURE CONSTRUCTION AND PAINTING ESC22 - TEMPORARY STREAM CROSSING CAB f0 - MATERIAL DELIVERY MD STORAGE ESC23 - CONSTRUCTION ROAD STMIUZATION CMiI - MATERIAL USE CM12 - SPILL PREVENTION AND CONTROL ESC24 - STABILIZED CONSTRUCTION ENTRANCE 6030 - EARTH DIKE CAB - SOUD WASTE MANAGEMENT ESC31 - TEMPORARY DRAINS AND SWAU3 CA021 - HAZARDOUS WASTE MANAGEMENT ESC32 - SLOPE DRAIN CA022 - CONTAMINATED SOIL MANAGEMENT CA023 - CONCRETE WASTE MANAGEMENT ESC40 - OUTLET PRQTECRON ESC41 - CHECK DMS CA030 - VEHICLE AND EQUIPMENT CLEANING CA031- VEHICLE AND EDUIPMENT FUEUNG ESU42 - SLOPE ROUGHENING/IERRAONG ESCW - SILT FENCE CAG32 -VEHICLE ANDEQUIPMENT MAINTENMCE ESC51 - STRAW BILE BARRIERS CA040 - EMPLOYEE/SUBCONTRACTOR TANNING ESC52 - SAND BAD BARRIER ESCOI - SCHEDULING ESC53 - BRUSH OR ROCK FILTER ES 02 - PRESERVATION OF EXISTING VEGETATION ESC54 - STORM GRAN INLET PROTECTION ES 10 - SEEDING AND PLATTING ESCI l - MULCHING ECS55 - SEDIMENT TRAP 6056 - SEDIMENT BASIN ATTACHEMENT Q AS THE . OF THE PROJECT, I HAVE REVIEWED THE BEST MANAGEMENT PRACTICES HANDBOOKS, CALIFORNIA STORM WATER GUAM TASK FORCE, SACRAMENTO, CA AND HAVE PROPOSED THE IMPLEMENTATION OF THE BEST MANAGEMENT PRACTICES (BMP'S) APPUCQUE. TO EFFECTIVELY MINIMIZE THE NEGATIVE IMPACTS OF THIS PROJECTS CONSTRUCTION ACTIVITIES ON THE SURROUNDING WATER QUALITY. THE SELECTED BMP'S WILL BE INSTALLED, MONITORED AND MAITAINED TO ENSURE THEIR EFFECTIVENESS. THE EMP'S THAT 1 HAVE NOT CHOSEN FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITIES. IF AT ANY TIME, SITE CONDITIONS AND/OF THE CITY OFRCML WARRANT REEVALUATION AND REVISIONS OF THE CHOSEN BNP'S, THE APPROPRIATE CHANGES WILL BE MADE WITHOUT UNNECESSARY DELAY, I M AWARE THAT FAILURE TO PROPERLY IMPLEMENT AND MAINTAIN, WHILE UNDER CONSTRUCTOR, THE BMP'S NECESSARY TO PREVENT THE DISCHARGE OF POLLUTANTS FROM THIS PROJECT COULD RESULT IN SGNIFICANF PENALTIES AND/OR DELAYS. PRIM NAME OA7E PROJECT OESCRIFTION- PROJECT Underground Service Alert gCFORE POL Call: TOLL FREE J� o oc 1-500 422-4133 TWO WORKING DAYS BEFORE YOU DIG STROMWATER POLLUTION PLAN NOTES: A NOTES 1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY BE TRANSPORTED FROM THE SITE AND MAY NOTE BE TRANSPORTED FROM THE SITE VIA SHEETTLOW, SWALES, AREA DRAINS, NATURAL COURSES OR WIND. 2. STOCKPILES OF URTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 3. FUELS, OILS, SOLVENTS. AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THBR USING AND ME NUT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ME TO BE PROTECTED FROM THE WEATHER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 4. EXCESS OF WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WATERS ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLA WASTE 5. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT COMAMINARON OF RAINWATER AND DISPERSM. BY WIND. 6. SEDIMENTS AND OTHER MATERIALS MAY NOT TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSECUTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BONG DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAN OR OTHER MEMS. 7. ANY SLOPES WITH DISTURBED SOILS DENUDED OF VEGETATION MUST BE STABILIZED 50 AS TO INHIBIT EROSION BY WIND AND WATER R. THE FOLLOWNG AMP'S AS GUNNED IN, BUT NOT LIMITED T0, THE 'BEST MAUGENENT PRACTICE HANDBOOK, CALIFORNIA STORMWATER QUALITY TASK FORCE SACRAMENTO, CAIFORNIA 2003, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (MDRIONAL MEASURES WAY BE REQUIRED IF DEEMED APPROPRIATE BY COIINIY INSPECTORS): SET SCNEDUUNG SS2 PRESERVATION OF EXISIINO VEGETATION SS3 HYDRAULIC MULCH SS4 HYDROSEEDING SSS SOIL BINDERS SSE STRAW MULCH SS7 GEOTEXTILES, PLASTIC COVERS, h EROSION CONTROL BLANKETS/MATS SSB WOOD MULCHING SS9 EARTH DIKES/DRNNAGE SWAINS k LINED DITCHES 5510 OUTLET PR0IECTION/VELOCRY DINPATION DEVICE 5511 SLOPE BRANS SS12 STEM BANK 5 ABlUZATION NONSTORMWATER MANAGEMENT NSI WATER CONSERVATION PRACTICES NS2DEWATERING OPERATIONS NS3 PAVING AND GRINDING OPERATIONS NS4 TEMPO PAAI' STREAK CROSSING FUSS CLEAR WATER DIVERSION NSB WICIT CONNECTIGN/LLLEGAL DISCHARGE DETECTION AND REPORTING NS7 PORTABLE WATER/IRRIGATION NSB VEHICLE AND EQUIPMENT CLEANING N59 VEHICLE AND EQUIPMENT FUELING NSIO VEHICLE AND EQUIPMENT MAIN DORMICE NSii FILE DRIVING OPERATIONS NS12 CONCRETE CURING NS13 MATERIAL AND EQUIPMENT USE OVER WATER NS14 CONCRETE FINISHING NSi5 STRUCTURE DEMOLIDON/IREMOVAL OVER OR ADJACENT TO WATER STANDARD PLANS. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WAIT MATERIAL DELIVERY AND STORAGE WM2 MATERA. USE WM3 STOCKPILE MANAGEMDI WM4 SPILL PREVENTION AND CONTROL MAE SOUD PREVENTION AND CONTROL WAIT HAZARDOUS WASTE MANAGEMENT MU COMANINED SOIL MANAGEMENT WMR CONCRETE WASTE MANAGEMENT WADI SANITARY/SEPTIC WASTE MANAGEMENT WMIO UQUID WASTE MANAGEMENT TEMPORARY SEDIMENT CONTROL SO SILT FENCE SC2 SEDIMENT/DESILFING BASIN SW SEDIMENT TRAP SC4 CHECK DAM SC5 SC6 TIBER ROLLS GRAVEL BAC BERM SC7 STREET SWEEPING VACUMING ECB SANDBAG OMER SCSI SCIO STRAW BALE BONNIER STORM DRAIN INLET PROJECTION WIND EROSION CONTROL WEI WIND EROSION CONTROL TRACKING CONTROL TCI STABILIZED CONSTRUCTION ENTRANCE/EXIT Ta STASUZED CONSTRUCTION ROADWAY TG3 DITIONCE/ounET DRE WASH THE FOLLOWING LATEST REVISED STANDARD PIANS ON FILE IN THE OFFICE OF THE FOLLOWING DEPARTMDfT SHALL APPLY IN THE CONSTRUCTION OF THIS PROJECT. LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS 2000-0 LEGEND FOR SANITARY SEWER PLANS AND PROFILES AND DISTRICT MAPS 2021-1 BEDDING FOR SERE PIPE 2002-1 2003-2 PRECAST CONCRELE SK41OW ARMHOLE REINFORCED PRECAST CONCRETE MANHOLE. 2023-2 2024-1 CRADLING AND ENCASEMENT. WE OR TEE SUPPORT 2004-I RECTANGULAR SHALLOW MANHOLE 2026-1 EROSIDN PROTECTION IN STEEP SLOPES. 2014-1 RECTANGULAR MANHOLE FRAME AND COVER. 2027-1 ALLOWABLE TRENCH MOTHS. 2015-1 STANDARD WHOLE STEP. 6DDB-1 MINIMUM PUBLIC SAFETY REOWREMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (APWA61-1 PIPE ANCHORS AND DACHAU STABILIZERS 207-1 PRECAST REINFORCED CONCRETE MANHOLE BASE 222-1 HOUSE CONNECTION SEWER 208-1 BREAKING RIO EXISTING MANHOLES 223-1 HOUSE CONNECTION REMODELING 210-2 220-2 ARMHOLE FRAME AND COVER LOCKING TYPE CHIMNEYS 200-2 210-2 PRECAST CONCRETE SEWER WHOLE 24 -INCH MANHOLE FUME AND COVER NOTES NO CONNECTION FOR THE DISPOSAL OF INOUTOAL WASTES SHALL BE MADE TO SEWERS SHOWN ON THESE DRAWINGS UNTIL A PERMIT FOR INDUSTRIAL WASTE WATER DISCHARGE HAS BEEN ISSUED BY THE COUNTY SANITATION DISTRICTS FOR SAID CONNECTIONS. BEFORE BREAKING INTO OR CONSNCTION ON A COUNTY SANITATION DISTRICT SEWER AND PRIOR TO RNA. ACCEPTANCE OF THE PROJECT, A COUNTY SANITATION DISTRICT INSPECTOR SHWA. BE NOTIFIED BY PHONE (626)962-8605 50 THAT REBURIED INSPECTION CM BE MADE NOTES: NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTE SHALL BE MADE TO SEWERS SHON ON THIES DRAWINGS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE COUNTY SANITATION DISTRICTS FOR SAID CONNECTIONS. BEFORE BREAKING INTO OR CONSIRUCTINO ON A COUNTY SANITATION DISTRICTS SEWER AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, A COUNTY SANITATION DISTRICTS INSPECTOR SHALL BE NOTIFIED BY TELEPHONE AT (626)962-8605 50 THAT REQUIRED INSPECDON CM BE MME THIS DRAWING HAS BEEN REVIEWED BY LOTUS CONSULTING ENGINEERS, INC. AND CONFORMS TO RECOMMENDATIONS OF REPORT OF GEOTECHNICAL ENGINEER'S INVESTIGATION PROJECT DOCUMENT NO. 205131 IG, DATED JUNE 14, 2005. LOTUS CONSULTING ENGINEERS INC. 23112 ALCALDE DRIVE, SUITE D LAGUNA HILLS, CA. 92653 TEL: (949)768-4466 SIGNATURE DATE: NOTE: FOR WALL SEE SEPARATE PLANS AND HALL AND FOREMAN INC. 17782 EAST 17TH ST., SUITE. 200 TUSTIN, CA. 92780 TEL: (714)665-4500 JON E. BOURGEOIS RCE 30242 1 DATE: • 9 ropi I p C.. I REVISION 1 LEGAL DESCRIPTION: LOT 181, TRACT NO. 30578. M.B. 785, 1-5 APN: 8713-009-066 OWNER: MR. & MRS. WASIF SADDIQUE SITE ADDRESS: 2502 RAZZAK CIRCLE DIAMOND BAR, CA. 91765 DAVID G. IVU: R.C.E. N0. 44053 DATE: EROSION CONTROL NOTES CRY ENGINEER PREPARED BY:I DR 2005-31 CIVIL TRANS INC yyP ENGINEERING, PLANNING, SURVEYING SINGLE FAMILY RESIDENCE A 732 NO. Diamond Bar BIM., Suite 128 Diamond Bar. 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N > IX: .0 (D 0 cu -14 r) Lij F— z z LU ui < z 2 CD CY) N 0) LO CN L9 Cl? to LO d LO C) cli 0 C) Lj- CL CL 0- n ry rf, ry < C) N L) 0 U) 0) M a) (D a) 0 w (nE .0 c 0 m cc W 0 0 co LL or - m M Ein 0 a) 'a a) "a CD E .2 u) .2 a) a) a) cr, 0 cr C: cc U) C E C: .2 .2 z a) LO (n 0 0 U) U) cn 6 25 CL C ?: C,4 '0 "0 cc) m z o ui 0 (D I- < Cl) < a) Z Lo a) Z :12T CL C\j Fal F &rA Eel •',� MA V 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 January 12, 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 January 7, 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 January 7, 2016, at Diamond Bar, California. Stella Marquez C D:\zste I ],,l\a 111 d av i tpost i n a.. doc