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02/12/2013 PC Agenda
PLANNING Uuffg, F moi: February 12, 2013 7:00 P.M. City Hall Windmill Community Room 218.10 Copley Drive Diamond Bar, CA 91765 Chairman Vice Chairman Commissioner Commissioner Commissioner FILE copy 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 The City of Diamond Bar uses recycled paper drinking in the Auditorium and encourages you to do the same City of Diamond Bar Planning Commission PUBLIC INPUT The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public may address the Commission on the subject of one or more agenda items and/or other items of which are within the subject matter jurisdiction of the Diamond Bar Planning Commission. A request to address the Commission should be submitted in writing at the public hearing, to the Secretary of the Commission. As a general rule, the opportunity for public comments will take place at the discretion of the Chair. However, in order to facilitate the meeting, persons who are interested parties for an item may be requested to give their presentation at the time the item is called on the calendar. The Chair may limit individual public input to five minutes on any item; or the Chair may limit the total amount of time allocated for public testimony based on the number of people requesting to speak and the business of the Commission. Individuals are requested to conduct themselves in a professional and businesslike manner. Comments and questions are welcome so that all points r of view are considered prior to the Commission making recommendations to the staff and City Council. In accordance with I State Law (Brown Act), all matters to be acted on by the Commission must be posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission may act on item that is not on the posted agenda. I INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION Agendas for Diamo . nd Bar Planning Commission meetings are prepared by the Planning Division of the Community Development Department. Agendas are available 72 hours prior to the meeting at City Hall and the public library, and may be accessed by personal computer at the number below. Every meeting of the Planning I Commission is recorded on cassette tapes and duplicate tapes are available for a nominal charge. ADA REQUIREMENTS A cordless microphone is available .for those persons with mobility impairments who cannot access the public speaking area. The service of the cordless microphone and sign language interpreter services are available by giving notice at least three business days in advance of the meeting. Please telephone (909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thursday, and 7:30 a.m.. and 4:30 p.m., Friday. Copies of Agenda, Rules of the Commission, Cassette Tapes of Meetings (909) 839-7030 General Agendas (909) 839-7030 email: info(cD-ci.diamond-bar.ca.us CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, February 12, 2013 UT61FAMOM 0 •-1 1 1 1 is PLEDGE OF ALLEGIANCE: Next Resolution No. 2013-02 1. ROLL CALL: COMMISSIONERS: Chairman Jimmy Lin, Vice Chairman Steve Nelson, Frank Farago, Jack Shah, Tony Torng 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 sp ' eak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recording Secretary (completion of this form is voluntary). There is a five-minute maximum time limit when addressing the Planning Commission. 3. APPROVAL OF AGENDA: Chairman ElgioliKel,ii6l:4111100014Z�i The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: January 22, 2013. 5. OLD BUSINESS: None. 1.6 7.1 Development Review and Tree Permit No. PL2012-164 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant, Jack Wu, an * d the property owner, Rurng Larn Duh, are requesting Development Review approval to construct an 11,145 square foot new single-family residence and to remove three protected trees and replace them at a 3:1 ratio, on a 1.58 gross acre (68,825 square foot) lot. The subject property is zoned Rural Residential (RR) FEBRUARY 12, 2013 PAGE 2 ffein,1 k ,, with a consistent underlying General Plan land use designation of Rural Residential. (Continued from January 22, 2013) Project Address: 23411 Ridge Line Road Property Owner: Rurng Lam Duh 23411 Ridge Line Rd. Diamond Bar, CA 91765 Applicant: Jack Wu 10410 Lower Azusa Rd., #203 El Monte, CA 91731 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) (one single-family residence in a residential zone) of the CEQA Guidelines. No further environmental review is, required... Recommendation: Approve Development Review and Tree Permit No. PL2012-164, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearingdatesfor future projects: 10. SCHEDULE OF FUTURE EVENTS: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: PRESIDENT'S DAY (CITY HOLIDAY) CITY COUNCIL MEETING: Thursday, February 14 - 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive - Monday, February 18, 2013 In observance of the holiday, City offices will be closed. City offices will re -open on Tuesday, February 19, 2013, at 7:30 a.m. Tuesday, February 19, 2013 - 6:30 p.m. Government Center/SCAQMD Auditorium 21865 Copley Drive PLANNING COMMISSION MEETING: PARKS AND RECREATION COMMISSION MEETING: .j Ta� ,l� Tuesday, February 26, 2013 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Thursday, February 28, 2013 Diamond Bar City Hall Windmill Community Room 21810 Copley Drive MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSIOK JANUARY 22, 2013 XTINIM0K910114 Chairman Lin 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: A Cal Poly Student led the Pledge of Allegiance. 1. ROLL CALL: Present: Commissioners Frank Farago, Jack Shah, Tony Torng and Chairman Jimmy Lin. Absent: Vice Chairman Steve Nelson was excused. Also present: Greg Gubman, Community Development Director; Natalie Tobon, Planning Technician; and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 4.1 Minutes of the Regular Meeting of November 13, 2012. C/Shah moved, C/Torng seconded, to approve the Minutes of the Regular Meeting of December 11, 2012, as presented. Motion carried by the following Roll Call vote: AYES: NOES: ABSENT: 6. OLD BUSINESS: 6. NEW BUSINESS: COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: 7. PUBLIC HEARINGS: None None Farago, Shah, None VC/Nelson Torng, Chair/Lin 7.1 Development Review No. PL 2012-164 — Under the authority of Diamond Bar Municipal Code Section 22.48, applicant Jack Wu and property owner Rurng Larn Duh, requested Development. Review approval to construct an 11,179* square -foot new single family residence on a 1.58 gross acre (68,825 square- JANUARY 22, 2013 PAGE 2 PLANNING COMMISSION foot) lot.. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential. 23411 Ridge Line Road Diamond Bar, CA 91765 Rurng Larn Duh 23411 Ridge Line Road Diamond Bar, CA 91765 APPLICANT: Jack Wu 10410 Lower Azusa Road #203 El Monte, CA 91731 CDD/Gubman requested that the Planning Commission continue this matter to February 12, 2013, because the applicant was unable to post the property with the public hearing notice board 10 days prior to tonight's meeting. However, the City mailed notifications to the property owners within a 1,000 foot radius of the property and individuals may have come -to tonight's meeting to.speak on this item. In the event that there are individuals in the audience who may wish to speak on this matter, staff recommended that the Planning Commission open the public hearing, receive testimony, and continue the matter to February 12, 2013. Chair/Lin opened the public hearing. David Ying, resident of the neighboring property at 23421 Ridgeline Road, said that not knowing the details of the design it was difficult for him to comment. However, he did review the drawings at "The Country Estates" clubhouse and he had concerns, and before making his comments he wished to hear about the project and wanted to make sure he would be invited to attend the February 12, 2013, meeting to speak. Chair/Lin advised Mr. Ying that if the Planning Commission agrees to continue the public hearing, Mr. Ying would be invited to return on February 12, 2013, to speak on this matter. Mr. Ying asked how, where and when he could review the drawings prior to February 12. Chair/Lin said that his understanding is that the construction drawing is available at City Hall and anyone is able to review the drawings at the counter. CDD/Gubman stated that the plans, as indicated in the notice that was sent out, are available at City Hall during regular business hours from 7:30 a.m. to 5:30 p.m. Monday through Thursday and on Friday from 7:30 a.m. to 4:30 p.m. Mr. Ying asked if someone knowledgeable about the drawings JANUARY 22, 2013 E 3 Ra A L47T PAGE 3 PLANNING COMMISSION would be available to help him to which CDD/Gubman responded "yes." CDD/Gubman added that the City would not be sending out revised mailers. By appearing at this meeting, staff assumes that the surrounding residents who are interested in this matter have either contacted staff or are present at tonight's meeting. If not, staffs assumption is that residents have no further concerns. By being present in this chamber, the continuance to a specific date will serve as notice that the meeting would be held on February 12, if so affirmed. C/Torng moved, C/Farago seconded, to continue the public hearing for Development Review No. PL 2012-164 to February 12, 2013. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS:. NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: Farago, Shah,, Torng, Chair/Lin None VC/Nelson 7.2 Development Review No. PL 2011-287.— Under the authority of Diamond Bar Municipal Code Section 22.48, applicant Robert Hsiao Shih and property owners Robert Shei and Qian Fei, requested Development approval to construct a 1,029 square foot first floor addition to an existing 2,041 square foot single family residence on a 7,728 gross square foot (0.18 acre) lot. The subject property is zoned Low Density Residential (RL) with a consistent underlying General Plan land use designation of Low Density Residential. PROJECT ADDRESS :10KAGINCIN 24412 Gable Court Diamond Bar, CA 91765 Robert Shei and Qian Fei 24412 Gable Court Diamond Bar, CA 91765 APPLICANT: Robert Hsiao Shih 1439 Eastleigh Avenue Hacienda Heights, CA 91745 PT/Tobon presented staffs report and recommended Planning Commission approval of Development Review No. PL 2011-287, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Robert Hsiao Shih, applicant, explained that this is a simple addition to the rear of the house. This project, was originally proposed about two years ago. A flat roof is proposed for the addition because the property owner wanted to accommodate solar panels. Because the proposed addition exceeds 1,000 square feet, Planning. Commission approval is required. JANUARY 22, 2013 PAGE 4 PLANNING COMMISSION Chair/Lin opened the public hearing. With no one present who wished to speak on the item, Cha_k/Lin closed the public hearing. C/Shah asked if the back of the lot was flat or sloped. PT/Tobon responded that the rear of the property is flat. C/Farago asked if there is an Attachment #1 to which PT/Tobon responded that Attachment #1 is the resolution. Chair/Lin asked if after the addition is completed the new square footage of the house would be compatible with the rest of the neighborhood and CDD/Gubman responded that size, height, and setbacks of the proposed addition meets code which is'a necessary requirement. With respect to the project fitting the character of the neighborhood, even with the addition it is within the typical size range for homes in that neighborhood. Moreover, because it is a single -story addition and it is at the rear of the house, it will not have any noticeable effect on the character of the neighborhood. Thus, staff believes the proposed project is appropriate for the neighborhood. C/Shah moved, C/Farago seconded, to approve Development Review No. PL201 1-287, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Farago, Shah, Torng, Chair/Lin NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Nelson 8. PLANNING COMMISSIONER COMMENTSIINFORMATIONAL ITEMS: C/Shah wished everyone a happy and prosperous New Year. 9. STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future proiects. CDD/Gubman stated that the next meeting is scheduled for February 12 with the single agenda item being the continued Development Review of 23411 Ridge Line Road. There may be one additional agenda item which has not yet been confirmed. JANUARY 22, 2013 PAGE 5 PLANNING COMMISSION CDD/Gubman highlighted the Side D Park Design Workshop scheduled for Saturday, January 26 at Castle Rock Elementary School which is part of the implementation of the Site D Specific Plan where the developer is obligated to provide the community with a two -acre neighborhood park. As a part of this obligation, the developer is required to perform this public outreach in the form of a workshop in order to listen to the residents and strive to meet their wishes for the amenities in the park. This is also a good indication that the developer, Lennar Homes, which is in escrow to purchase the property for nearly $40 million, is moving forward to develop the, project. The workshop for this neighborhood park will be held from 1:30 p.m. to 4:30 p.m. and is intended to involve the neighborhood in the southwestern part of the City. C/Shah asked if there had been any progress on the Ralphs property and CDD/Gubman said there should be a public announcement in the near future on the major grocery tenant that will be moving into the space. As listed in tonight's agenda. ADJOURNMENT: With no further business before the Planning Commission, Chairman Lin adjourned the regular meeting at 7:26 p.m. The foregoing minutes are hereby approved this 12th day of February, 2013. Attest: Respectfully Submitted, Greg Gubman Community Development Director Jimmy Lin, Chairman CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER: 7!k MEETING DATE: February 12, 2013 (Continued from January 22, 2013) CASE/FILE NUMBER: Development Review and Tree Permit No. PL2012-164 PROJECT LOCATION: 23411 Ridge Line Rd., Diamond Bar, CA 91765 (APN 8713-005-022) PROPERTY OWNER: Rurng Larn Duh 23411 Ridge Line Rd. Diamond Bar, CA 91765 APPLICANT: Jack Wu 10410 Lower Azusa Rd., #203 El Monte, CA 91731 The applicants are requesting approval of a Development Review rapplication to construct a new three-level single-family residence consisting of 9,822 square feet of living space and. 1,323 square feet of garage space on a 1.58 gross acre (68,825 square -foot) lot. A tree permit is also required to remove three Coast Live Oak trees and replace them at a 3:1 ratio. The proposed house conveys a contemporary design with appropriate massing, articulation, proportions, and scale. Finish materials consist of smooth stucco exterior wall surfaces, aluminum clad wood windows, stone veneer base, and a concrete tile roof. The proposed new residence will not negatively affect the existing surrounding land uses, and the design will be compatible with the character of the eclectic neighborhoods in The Country Estates. After evaluating the submittal, staff finds that the proposed Development Review application complies with the City's development standards, and that the required Development Review findings set forth in the Development Code be made in the affirmative. Therefore, staff recommends that the Planning Commission approve Development Review No. PL2012-164, based on the findings of fact, and subject to the conditions of approval contained in the attached Resolution. BACKGROUND, Site Des grii pfion. The application was originally scheduled to be presented to the Planning Commission on January 22, 2013. However, the applicant did not post the site with a public hearing notice board at least ten days prior to the hearing date as required. On January 22, 2013,.the Planning Commission opened the public hearing and continued the item to the February 12, 2013, meeting. The site is located in The Diamond Bar Country Estates (The Country) and is located on the north side of Ridge Line Road at the intersection of Flint Rock Road. The property contains a variety of native protected and non -protected trees along with a 2,196 square -foot single-family house on a 1.58 gross acre (68,825 square -foot) lot that was first developed in 1977 under Los Angeles County standards. The current owner intends to demolish the existing house to allow for the proposed project to be built. I The site is legally described as Lot 46 of Tract No. 30091, and the Assessor's Parcel Number (APN) is 8713-005-022. The proposed new . single-family home and site improvements consist of the following components: 4,390 square -foot ground floor area consisting of a master bedroom and bath with walk-in closet, guest bedroom, foyer, kitchen, living room, family room, dining room, laundry room, library, den; 3,476 square -foot second floor living area including a second master bedroom and bath with two walk-in closets, four bedrooms with respective bath and walk- in closet, a second family room, computer/game room; 1,956 square -foot lower level entertainment and fitness area consisting of a home theater, open tea room, sauna, steam room, showers, lockers, bathroom, interior infinity swimming pool; ® 867 square -foot four -car garage and 456 square -foot two -car garage; and Outdoor areas include a pool, spa, three-foot high water fountain, wrought iron fence and tempered glass guardrails to enclose the rear pool, and 998 square - foot landscaped areas; A tree permit is required to remove three Coast Live Oak trees and replace them at a 3:1 ratio. Development Review No. PL 2012-164 1 Page 2 of 10 The maximum height of the building is 34'-11", measured from the highest point of the roofline to the finished grade. The applicant has obtained approval from The Diamond Bar Country Estates Association. Site and Surroundinc - -and Land Uses 1 General Plan, Zoning Development Review No. PL 2012-164 Page 3 of 10 Construction of a new single-family residence requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22 * 48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to. the economic, physical, and social character" of Diamond Bar. The Development Code requires the preservation and maintenance of Oak trees with a Diameter at Breast Height (DBH) of eight inches or greater. When removal is allowed as a result of new development, replacement trees shall be planted at a 3:1 ratio in residential lots greater than 20,000 square feet (DBMC Section 22.38). . Development Review The following table compares the proposed project with the City's development standards for residential development in the RR zone: ORR Q111.11-1 0 _P, -M "A If-, - R 4 gak 13, �,, 11 , - t MINES 30' x W 31 Yes t"! E VIIIII 15' on one side & 10'-4"– east side Yes 10' on the other 52'-4"'– west side den— Distance Bet Jill 26'-2"– east side Yes inn 19, 25' 69'-6"– west side 25' 25' Yes 'ablod age 30% max. 11% Yes M 36-0" 34'-11 Yes 2 -car garage 6 -car garage Yes Yes *The rear setback is measured from the rear of the building to the edge OT the graaed pad when Me pad abuts a descending slope. Development Review No. PL 2012-164 Page 4 of 10 Site and Grading Configuration: The site is located on a rectangular shaped prope . rty. The applicant is proposing to demolish the existing house and cut 473 cubic yards and fill 353 cubic yards of soil. The existing pad is currently leveled towards the front of the property and slopes down towards the rear and west side of the property. The applicant is proposing to increase the size of the buildable pad towards the rear of the property to accommodate a larger house. In addition, the applicant is proposing the pool, spa, and landscaped areas to provide additional useable open space.. The site is located on an existing gradedpad that will be modified to allow for a split level pad for the lower level floor area. A series of six 4 -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard. Elevations: The architectural style of the building reflects contemporary and modern influences. The building incorporates horizontal reveal lines within the smooth stucco exterior wall surfaces. Also, a granite horizontal band is used to break the verticality between the first (ground) and second level. The concrete tile hip style roof has a 2:12 slope to minimize the massing of the structure. The second level is significantly stepped back from the front portion of the house. The lower level is not visible from the street, and the stone veneer base adds a transcending element to the natural surrounding hillside character. Development Review No. PL 2012-164 Page 5 of 10 The project retains and adds to the variety of plant material that is consistent with hillside development standards. The front yard will be 80 percent landscaped with trees, shrubs and ground cover. 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. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the new water -conservation landscape requirements, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "Very High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The proposed landscaping plans will be submitted for review and approval by the Fire Department during building plan check. Tree Permit Tree Permits are 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 DBH 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; Development Review No. PL 2012-164 Page 6 of 10 ® 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 on and maintenance of Coast Live Oak trees with a diameter at breast height (DBH) of eight inches or greater. When removal is allowed as a result of new development, replacement trees shall be -planted at a 3:1 ratio in residential lots greater than 20,000 square feet. The project requires the removal of three Coast Live Oak trees to accommodate the additional two -car garage, driveway, and a portion of the ground floor area located at the front of the house (see landscape plan below). As required, the landscape plan indicates the addition of twenty-one 24 -inch box trees consisting of 18 Black Bamboo and three Crape Myrtle trees to mitigate for the removal of the 3 existing protected oak trees. However, a condition of approval will require that a minimum of 9 of the 21 replacement trees be 24 -inch box Coast Live Oak trees to maintain the native habitat on the property. The applicant submitted an arboriculture report that indicates approximately 40 trees, ranging from poor to good condition, exist on the property. Twenty-five of the existing trees are classified as protected trees in the City of Diamond Bar. The removal of three of the protected trees and replanting of 21 trees exceeds the required minimum tree replacement ratio of 3:1. Therefore, it is not anticipated that the removal of the three protected trees and replacement of additional 24 -inch box trees, including nine Coast Live Oak trees, as conditioned, will be detrimental to the overall contribution of natural vegetation of protected or non -protected tree species. In addition, the remaining protected trees will be adequately screened and protected from construction activities. A condition of approval requiring site verification prior to grading activity has been added to ensure this. BASE ENT FF 1151.25 FAD 115D.5a ..... ..... . . . . . . . . . ... .......... GARAGE FF 7160.05 Conceptual Landscape Plan 0 Proposed Removal of 3 Coast Live Oak trees Development Review No. PL 2012-164 Page 7 of 10 The proposed project was reviewed for compliance with the City's Hi - Ilside Management Design Guidelines and regulations. DBMC Section 22.22.120(a)(1) establishes a height limit of 35 feet as measured from the finished grade to the highest point of the roofline. The project demonstrates that the proposed building will be 34'-11" at the highest point. 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 at a maximum exposed height of four feet; ® Fit the existing land form as much as possible by using the existing lot pad and minimizing grading; ® Split pads are used to step up the natural slope; and ® Earth tone building materials and color schemes are used that blend in with the natural landscape. The project is terraced on two pad levels. From the street views, the building has, an appearance of a two-story structure but the rear of the building steps down to a lower pad, which contains the pool, spa, and home theater. 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. X-11 1104MI 4=0 -] The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project will not negatively affect the existing surrounding land uses, and the design and appearance of the proposed single- family residence is compatible with the surrounding community. The project is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. The project incorporates the principles of the City's Residential Design Guidelines as follows: The proposed new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in the neighborhood; A transition between the project and adjacent properties is achieved through appropriate setbacks, building height, landscaping, and window and door placement; Development Review No. PL 2012-164 Page 8 of 10 The proposed new single-family residence is appropriate in mass and scale to the site and incorporates detailed architectural elements; Roof lines are representative of the design and scale of the structure through Vertical and horizontal articulations such as 2:12 slope hip roofs over the second floor area and flat (1/2:12) roofs over the ground level portion at the front of the house; Placement and relationship of windows and doors are carefully integrated with the building's overall design; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size, and furthermore blends in with the proposed building design; a Large wall expanses are avoided; Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and La ' ndscaping is used to soften building lines and blend in with the structure and its environment, creating a transition between the hard vertical edges. of the structure and the softer horizontal lines of the site. Adjacent Property to the West F -MMI =9 I Subject Property Adjacent Property to the East 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 January 11, 2013, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site and the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers, and a copy of the notice Development Review No. PL 2012-164 Page 9 of 10 was posted at the City's three designated community posting sites. On January 30, 2013, a notice display board 'was posted at the site. The project was continued from the January 22, 2013, Planning Commission meeting, therefore, did not require renoticing and readvertising in the newspapers. =�� 1-1111 V��i On January 22, 2013, the neighboring resident located at 23421 Ridgeline Road attended the Planning Commission meeting. The neighbor viewed the plans at The Country Estates and had concerns regarding the proposed project. The neighbor did not want to comment on the project until he obtained more information on the project. Staff stated that the plans can viewed and questions regarding the project can be answered at.City Hall. The neighbor has not contacted staff since the meeting. In addition, staff has not received any additional concerns or inquiries from the public at the time the staff report was published. This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant .to the provisions of ' Article 19 Section 15303 (a) (Construction of a New Single Family Residence) of the, CEQA Guidelines. No further environmental review is required. Staff recommends that the Planning Commission adopt the attached resolution (Attachment 1) approving Development Review and Tree Permit No. PL 2012-164, to construct a new single-family residence and remove three Coast Live Oak trees, based on the findings of DBIVIC Sections,22.38 and 22.48, subject to conditions of approval as listed within the draft resolution. --sue sue�Esp no ct Contrqct anner Attachments: Reviewed by: Grac-ee Senior Planner t Draft Resolution No. 2013 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, and Landscape Plans 3. Arboriculture Report Dated December 12, 2012 Development Review No. PL 2012-164 Page 10 of 10 PLANNING COMMISSION RESOLUTION NO. 2013 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW AND TREE PERMIT NO. PL2012-164 TO CONSTRUCT AN 11,145 SQUARE -FOOT NEW SINGLE FAMILY RESIDENCE AND TO REMOVE THREE PROTECTED TREES AND REPLACE THEM AT A MINIMUM 3:1 RATIO, ON A 1.58 GROSS ACRE (68,825 SQUARE - FOOT) LOT LOCATED AT 23411 RIDGE LINE ROAD, DIAMOND BAR, CA 91765 (APN 8713-005-022). A. RECITALS The property owner, Rurng Larn Duh, and applicant, Jack Wu, have filed an application for Development Review No. PL2012-164 to construct an 11,145 square -foot new single-family residence and to remove three protected trees and replace them at a minimum 3:1 ratio, located at 23411 Ridge Line Road, City of Diamond Bar, County of Los Angeles, California. Hereinafter in this resolution, the subject Development Review shall collectively be referred to as the "Project." 2. The subject property is made up of one parcel totaling 68,825 square feet (1.58 gross acres). It is located in the Rural Density Residential (RR) zone with an underlying General Plan land use designation of Rural Density Residential. 3. The legal description of the subject property is Lot 46 of Tract 30091. The Assessor's Parcel Number is 8713-005-022. 4. On January 11, 2013, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. Public hearing notices were mailed to property owners within a 1,000 -foot radius of the Project site and public notices were posted at the City's designated community posting sites on January 11, 2013. In addition to the published and mailed notices, on January 30, 2013, the project site was posted with a display board and the notice was posted at three other locations within the project vicinity. 5. On January 22, 2013, the Planning Commission of the City of Diamond Bar opened the public hearing to accept testimony from the public. The item was then continued to allow the applicant additional time to adequately post the site. 6. On February 12, 2013, the Planning Commission' of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION . _7* 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) (Construction of a New Single Family Residence) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Sections 22.38 and 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48.040) 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme . areas, specific plans, community plans, boulevards or planned developments); The design and layout of the proposed 11,145 square -foot single family residence and garage is consistent with the City's General Plan, City Design Guidelines and development standards by complying with all of the setbacks and requirements of the City's development code. 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 Development Review No. PL2012-164 The proposed single-family residence 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 home 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 grades. 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 contemporary style of architecture with compatible neutral colors of exterior finish materials to soften the building's visual impact and assist in preserving the hillside's aesthetic value. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing; The design of the new single-family home is a contemporary style of architecture: Variation in the building elements has been achieved through the utilization of varying architectural features, building materials, and landscaping. 5. The proposed development will not be detrimental to public health, safety or welfare o ' r 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 Development Review No. PL2012-164 Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health,* safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act, (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303 (a) (Construction of a New Single Family Residence) of the CEQA guidelines. Tree Permit Finding (DBMC Section 22.38.110) Preservation of the tree 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. Of the 40 existing mature trees on the property, there are 25 protected trees. Of the 25 protected trees, there are 11 Black Walnut trees and 14 Coast Live Oak trees located on the property. The preservation of three of the Coast Live Oak trees is not feasible because it would compromise the design and construction of the project. The applicant is proposing to replace the Coast Live Oak trees with eighteen 24 -inch box Black Bamboo trees and three 24 -inch box Crape Myrtle trees, for a total of 21 trees to be planted on-site, exceeding the minimum required red 3:1 ratio for replacement of protected trees. However, a condition of approval will require that a minimum of 9 of the 21 replacement trees be 24 -inch box Coast Live Oak trees to maintain the native habitat on the property. The planting of 9 new Coast Live Oak trees and additional trees 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 plains and documents presented to the Planning Commission at the public hearing; 2. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel 4 Development Review No. PL2012-164 modification plans shall be submitted to the Los Angeles Fire Department for review and approval; 3. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance; 4. Prior to the issuance of a demolition, grading or building permit, the existing protected trees to be retained in close proximity to construction activities shall be enclosed by chain link fencing with a minimum height of five feet or by another protective barrier approved by the Community Development Director. Barriers shall be placed at least five (5) feet outside the drip line of trees to be protected. The fencing plan shall be shown on the grading plan and other applicable construction documents and the Planning Division shall be contacted to conduct a site visit prior to commencement of any work to ensure this condition is met. 5. A minimum of nine 24 -inch box Coast Live Oak trees shall be planted on the subject property to replace the three oak trees being removed. 6. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Rurng Larn Duh, 23411 Ridge Line Rd., Diamond Bar, CA 91765; and the applicant, Jack Wu, 10410 Lower Azusa Rd., #203, El Monte, CA 91731. APPROVED AND ADOPTED THIS 12 TH DAY OF FEBRUARY 2013, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. M Jimmy Lin, Chairman 5 Development Review No. PL2012-164 I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 12th day of February, 2013, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 6 Development Review No. PL2012-164 NDIIOltD Bt1IZG� COMMUNITY DEVELOPMENT DEPARTMENT ti USE PERMITS3 • AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2012-164 SUBJECT: To construct an 11,145 square -foot new single family residence. PROPERTY Rurnq Larn Duh OWNER(S): 23411 Ridge Line Rd. Diamond Bar, CA 91765 APPLICANT: Jack Wu 10410 Lower Azusa Rd., #203 El Monte, CA 91731 LOCATION: 23411 Ridge Line Road, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOui • APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: pffo[5�� In accordance with Government Code Section 66474.9(b)(1), the applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set-aside, void or annul, the approval of Development Review No. PL2012-164 brought within the time period provided . by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: 7 Development Review No. PL2012-164 (a) Applicant shall. provide a defense to the City defendants or at the City's option reimburse the city its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2012-164, 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. 20124M 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. Allsite, grading, landscape/irrigation, and roof plans, and elevation pla . ns 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. 8 Development Review No. PL2012-164 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay 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. PL 2012-164 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). The applicant may request st in writing a one year time extension subject to DBMC Section 22.60.050(c) for Planning Commission approval. D. SITE DEVELOPMENT 1. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, collectively attached referenced as site plans, floor plans, architectural elevations, and landscape plans on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 2. All ground -mounted utility ty 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. 3. All roof -mounted equipment shall be screened from public view. 9 Development Review No. PL2012-164 4. 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. 5. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. 2. The applicant shall comply with. Standard Urban Storm Water Mitigation Plan (SUSMP) requirements to the satisfaction of the City Engineer. 3. Grading and construction activities and the transportation of equipment and materials and operation of heavy grading equipment shall be limited to between the hours of 7:00 a.m. and 5:00 p.m., Monday 10 Development Review No. PL2012-164 through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. Additionally, all construction equipment shall be properly muffled to reduce noise levels. B. SOILS REPORT/GRADING/RETAINING WALLS 1 Prior to grading plan submittal, a geotechnical report prepared by a Geotechnical Engineer, licensed by the State of California, shall be submitted by the applicant for approval by the City. 2. Upon approval of the geotechnical report, the applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to DBMC Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides- of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a six foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 15 percent. Driveways with a slope greater than 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 11 Development Review No. PL2012-164 C- trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer and a permanent irrigation system shall be installed. 10. Submit a stockpile plan showing the proposed location for stockpile for grading export materials, and the route of transport. 11. Prior to commencing grading operations, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 12. Rough grade certifications by project soils and civil engineers and the as -graded geotechnical report shall be submitted for review and approval prior to issuance of building permits for the foundation of the residential structure. - Retaining wall permits may be issued without a rough grade certificate. 13. Final grade certifications by project soils and civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy, respectively. 1 Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer and Los Angeles Public Works Department. D. UTILITIES Underground utilities shall not be constructed within the drip line of any mature tree except as approved by a registered arborist. E. ' SEWERS 1. Applicant, at applicant's sole cost and expense, shall construct the sewer system in accordance with the City Building and Safety Division. Sewer plans shall be submitted for review and approval by the City. 12 Development Review No. PL2012-164 APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. Plans shall conform to State and Local Building Code (i.e., 2010 California Building Code, California Plumbing Code, California Mechanical Code, and the California Electrical Code) 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). 4. 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. 5. 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-6ff on the job card by the building inspector. 6. Construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work shall be conducted Mon. — Sat. between the hours of 7:00 a.m. and 7:00 p.m. 7. The project shall be protected by a construction fence to the satisfaction of the Building Official. 8. 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. Existing fencing shall remain in-place during construction including pool barrier fencing. Any alteration of the fencing may result in a discontinuation of construction until the fences are returned to its original state. 10. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 13 Development Review No. PL2012-164 11. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. 12. 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 I Arc . hi tec - t/Engineer with wet stamp I and signature. 13. 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). 14. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 15. Only one single family dwelling per CBC 202 is allowed on this property unless specifically approved otherwise. 16. 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. 17. Submit Public Works Department approved grading plans showing clearly all finish elevations, drainage, and retaining walls locations. 18. Erosion control measures shall be in-place at all times during grading activities. 19. "Separate permits are required for pool, spa, retaining walls, fences over 6' in height, and interior pools" and shall be noted on plans. 20. A height and setback survey may be required at completion of framing and foundations respectively. 21. 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. 22. All balconies shall be designed for 601b. live load. 23. Guardrails shall be designed for 20 load applied laterally at the top of the rail. 24. Indicate all easements on the site plan. 14 Development Review No. PL2012-164 25. 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. 26. All retaining walls shall be submitted to the Building & Safety and Public Work Departments for review and approval. 27. 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. 28. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 29. Check drainage patterns with Engineering Department. Surface water shall drain away from building at a 2% minimum slope. 30. Specify location of tempered glass as required by code. 31. Specify 1/4"/ft slope for all flat surfaces/ decks with approved water proofing material. Also, provide guardrail connection detail (height, spacing, etc.). 32. Private property sewer system shall be approved by the Los Angeles County Health Department and the California Water Control Board. This property must have a sewer line installed. 33. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 34. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 35. A soils report is required and all recommendations of the soils report shall be adhered to. 15 Development Review No. PL2012-164 36. 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. 37. 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.dicialert.org. 38. The location of property lines and building pad may require a survey. 39. AQMD notification is required at least 10 days prior to any demolition. 40. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. 41. Any changes to approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 42. Light and ventilation shall comply with CBC 1203 and 1205. The theater room shall have artificial light and ventilation designed by a mechanical engineer. 43. Interior pools shall have a ventilation system capable of providing exhaust ventilation. See CIVIC T-4-1 and T-4-4. 44. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 45. Rooms adjacent garages shall not be used for any sleeping purposes including the den next to the two -car garage. 46. Keystone retaining wall design shall have specific soils report recommendations for design criteria and all requirements shall be adhered to on plans and calculations. AM 16 Development Review No. PL2012-164 PROJECT SUMMARY O 1. GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS PROJECT CONSUI.T'AA OWNER:LORRAINE DUH PROJECT40DRESS: 23411 RIDGE LINE RD. FLOOR AREA (BPj 3, SEWER SYSTEM SEE PLUMBING DWGS. VICINITY MAP ARCHITECT: SITYH HAW WU 10410 LOWER AZUSA R0,1203 DIAMOND BAR, CA 91765 LOWER LEVEL PLAN PLUMBING: 1058 EL MONTE. CA 91731 ARCHITECT: SITYH HAW WU GROUND FLOOR PLAN --378 .1 TEL• 626 215 8370, CONTACT: JACK 'AU 10410 LOWER AZUSA RD. 2ND FLOOR PLAN __-- P-5 2ND FL PLAN (HOT & COLD WATER) ;• N-1 GENERAL CONSTRUCRCN NOTES ,#203 EL MONTE. CA 91731 TOTAL P-6 LOWER R PUN (WASTE &VENT) 9822 STRUCTURAL, PETER CNAO k ASSOCIATES TEL: 626 215 8770 M-3 LOWER LEVEL Fl PLAN . P-61 SEWAGE PUMP -; 1139 BEL 13 DR. CONTACT: BACK WU OTHER AREA CSF) P-7 GROUND R PLAN (WASTE & VENT]) WALNUT, CA 9489 S-6 FRAMING NOTES AND 4-5 2110 R PUN P-8 214D PUN (WASTE & VENT) 230 TEL• (909) 880 2727, ) 107 AREA: ((NET)56468692 ATIO 2. P ,,,-,--- P-9 GROUND FL PUN (GAS) -.240 CONTACT. PETER CHAD .. o S0. FL (1(48 A RE)E 3. 4 CARE GARAGE "' -- •-, ... 88T M E P: PERFECT DESIGN ZONE: RR 4. 2CAR8 GARAGE P-11 HOT & COLD WATER ISOMETRIC RISER DIAGRAM P-12 'BASTE & VcNT ISOMETRIC RISER DIAGRAM P-13 GAS ISOMETRIC RISER DIAGRAM 458 2416 N. VALLEY BLVD. OCCUPANCY GROUP: R-3 TOTAL1793 P-14 TANKLESS WATER HEATER ALHAMBRA, CA 91803 TYPE OF CONSTRUCTION: V-13TEN: E-4 GROUND R POWER PUN E-5 2ND FL POWER PUN DML: (626) 289 8808, ASSESSOR PARCEL NO. 8713-005-022 SETBACK: REQUIRED PROPOSED F?a'5,•• CONTACT: RAYMOND ZHONG FIRE SPRINKLERS: Y S, SEPARATE SUBMIT 4 FRONT YARD: 30'-0' 3Y-9' CIVIL: CAL LAND ENGINEERING, INC. THE FIRE SPRINKLER INSTALLATION SIDE (RIGHT) YARD: 10'-0' 10'-4'x25'-2i5U1C. TO ADJACENT BLDG.)578 dba OUARTECH CONSULTANTS INC E, LAMBERT ROAD IS BE DONE UNDER SEPARATE P-1 GENERAL NOTE & DETAILS 111 BRE BREA, CA 92827, 92 PLAN'S AND PERMIT. SIDE (LEFT) YARD: 15'-0' 54'=10' (69'-6' SLOG. TO ADJACENT BLDG.) TCA TEL: -1, 050 CODE OF DESIGN; 2010 CBC, 2010 CRC P-3 LOWER R PLAN( HOT &COLD WATER) LANDSCAPING: JK DESIGN & ASSOCIATES, INC. 2010 CEC, CMC, .CPC REAR YARD: 25'-0' 2S -O' (BUILDABLE AREA) 20945 DELPHINE DRIVE 2008 7-24 ENERGY REGULATION DIAMOND BAR MUNICIPAL CODES 2BY-5' (BLOC. TO PROPERTY UNE) WALNUT, CALIFORNIA 91789 _......_._ L01 COVERAGE: 7,035.25 50. FT / 64,469 SQ. FT • 11% TEL: 909-598-2877 SINGLE FAMILY RESIDENTIAL 23411 RIDGE LINE RD. DIAMOND BAR, CA 91765 O 1. GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS S SI'IEET.IN®EX 2. LANDSCAPING SEE LANDSCAPING DINGS. ■7 3, SEWER SYSTEM SEE PLUMBING DWGS. VICINITY MAP ARCHITECTURAL: STRUCTURAL' MECHANICAL: PLUMBING: BY A REGISTERED ARBORIST. A1.01 PROJECT DATA / OVERALL SITE PUN S-1 GENERAL NOTES AND DETAILS EN CF -IR MF -1R P-4 GROUND FL PLAN (NOT &COLD WATER) .1 41.02 ENLARGED SITE PLAN (PARTIAL) 5-T FRAMING DETAILS S-3 FRA4NG DETAILS EN Cr --IR MF -IR P-5 2ND FL PLAN (HOT & COLD WATER) ;• N-1 GENERAL CONSTRUCRCN NOTES S-4 MOMENT FRAME BE TAAS 11-1 GENERAL NOTE, DUCTWORK LEGEND M-2 SITE PUH P-6 LOWER R PUN (WASTE &VENT) 4 LCL N-2 GENERAL CCNSTRUCRON NOTES / S-5 FRAMING AND M-3 LOWER LEVEL Fl PLAN . P-61 SEWAGE PUMP -; CAUFORNIA GREEN CODE REOUIREMENTSRETAINING WALL DETAILS M-4 GROUND FL PUN P-7 GROUND R PLAN (WASTE & VENT]) S-6 FRAMING NOTES AND 4-5 2110 R PUN P-8 214D PUN (WASTE & VENT) s A20T LOWER LEVEL PLAN LCWER LEVEL ROUNDATION PUN • .+�... P-9 GROUND FL PUN (GAS) . A2.02 GROUND FLOOR PUN S-7 LOWER LEVEL FRAMING AND ELECTRICAL: P-10 2ND FL PLAN (GAS) 42.03 1110 FLOOR PUN A2.04 ROOF PLAN GROND FLOOR FOUNBAROY PUN S-8 GROUND LEVEL FRAMING PLAN S-9 ROOF FRAMING PLAN {_I GENERAL NOTE, SINGLE UNE OUCRAM P-11 HOT & COLD WATER ISOMETRIC RISER DIAGRAM P-12 'BASTE & VcNT ISOMETRIC RISER DIAGRAM P-13 GAS ISOMETRIC RISER DIAGRAM A3.01 BLDG. EXTERIOR ELEVADONS ( FROM & SIDE) WI.O1 RETAINING WALL PLAN E-2 SITE PLAN E-3 LOWER LEVEL UCHIING/POWER PUN P-14 TANKLESS WATER HEATER A303 BLDG EXTERIOR BLDG ELEVATIONS ( REAR &SIDE) 43.03 ENLARGED BLDG. EXTERIOR ELEVATION (PARTIAL) µt.02 RETAINING WALL DETAILS E-4 GROUND R POWER PUN E-5 2ND FL POWER PUN DML: A4.01 BLDG. SECTIONS E-6 GROUND RL UGHTING PLAN E-7 2NO RL LIGHTING PLAN C-1 CONCEPTUAL GRADING & DRAINAGE PUN C-2 CONCEPTUAL GRADING & DRAINAGE PLAN F?a'5,•• A5.01 DOOR SCHEDULE / WALL TYPE / PLUMBING: LANDSCAPING: FINISH SCHEDULE & NOTES w r A5.02 WNOOW SCHEDULE P-1 GENERAL NOTE & DETAILS L -PO CONCEPTUAL LANDSCAPE DEMON A6.01 DETAILS P-2 51TE PUN (HOT & COLD WATER) , A6.02 DETAILS P-3 LOWER R PLAN( HOT &COLD WATER) H. - - - - ..-- - ..: .... .. . _...._.; -•.._.,. ; 1135 ". --- -... .....: ... ._.,._...._ _ _..._.afv76........ .:....._.._...._-......... - - - LEGEND (XXXX.XX) EXISTING ELEVATION OVERALL SITE.PLAN SCALE: 1116"=1'-0" . B� MAILBOX Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE RD, DIAMOND BAR, CA 91765 Architect Ij O 1. GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS N 2. LANDSCAPING SEE LANDSCAPING DINGS. ■7 3, SEWER SYSTEM SEE PLUMBING DWGS. 4, UNDERGROUND UTILITIES SHALL NOT BE CONSTRUCTED VATHIV scale: As show i•'7N00�. rrrOl��%I%�%�r�%rrrr� ^7'%?: ,tea Date: 31 02-2012 BY A REGISTERED ARBORIST. �.� �.:'•�.� rrranrliuA�■wrrrrrE �•• •� � .. o Yrrconn.Tirrr-er.rr � rrwl2% .lIRt........ ai .1. g. SEPARATE PERMITS ARE REQUIRED FOR POOL, SPA, FENCES PLAN Ln Drawing No. CJ J Lni NOTE: � N � N (n 4 LCL -------- �t ,' Ij 1. GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS 2. LANDSCAPING SEE LANDSCAPING DINGS. ■7 3, SEWER SYSTEM SEE PLUMBING DWGS. 4, UNDERGROUND UTILITIES SHALL NOT BE CONSTRUCTED VATHIV scale: As show i•'7N00�. rrrOl��%I%�%�r�%rrrr� ^7'%?: ,tea Date: 31 02-2012 BY A REGISTERED ARBORIST. �.� �.:'•�.� rrranrliuA�■wrrrrrE �•• •� � .. o Yrrconn.Tirrr-er.rr � rrwl2% .lIRt........ ai .1. g. SEPARATE PERMITS ARE REQUIRED FOR POOL, SPA, FENCES PLAN _ '', �, Drawing No. .11....rrNo..wor.ME....rr.l a •�� NOTE: A1.01 VERIFY ALL ELEMENT AND Revisions I Date No. Description -------- �t ,' CIT 12 2012 PL2012-164 11 2 2012 PL2012-164 • .+�... to ;4i w r OVERALL SITE PLAN PROJECTDATA NO ES: 1. GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS 2. LANDSCAPING SEE LANDSCAPING DINGS. Drawn By: Jade Wu 3, SEWER SYSTEM SEE PLUMBING DWGS. 4, UNDERGROUND UTILITIES SHALL NOT BE CONSTRUCTED VATHIV scale: As show T14E DRIP LINE OF ANY MATURE TREE. EXCEPT AS APPROVED Date: 31 02-2012 BY A REGISTERED ARBORIST. g. SEPARATE PERMITS ARE REQUIRED FOR POOL, SPA, FENCES OVER SIX FEET IN HEIGHT, AND INTERIOR POOLS. Drawing No. NOTE: A1.01 VERIFY ALL ELEMENT AND DIMENSION 0 JDS SITE. W 453.83' 11 W W i W W W W W W W (E I COAST WE OAK R;CIO MEE) 86'-6" Fl70RTIE0 R7EI) ` W W 12'-7"0d ACACIA 21'-0" �" A 33'-10" ( I ! 111 W 42' H. L HER WALE W W W RETAM NG W��JJ11W BETS"ON') FINISH TCH MAIN SLOG. FLAG STONE PAVER ARO W AC PER ECHANICAL DINGS. / CONC. BANG I -' o I I SEE CINCOWGS.. TIP. _ In o N S-6' H. TEMPLE GLASS (E)a'# BACK WALYUF GUARDRAIL W/ PILASTER (PArosDan mEE) ^ m g j in m (E)3' HIGH VINY FE CE - ,�-S&W i 5-0' H. TEMPLE GLASS GUARDRAIL W / PILASTER ca z I ENCLOSE ALL PROTECTED TREES TO BE RETAINED / ! I ego ���c�.�����-;..����./"������ a o��'.r��'s�,�'•�� �,�,�,,�,� e�A. ; : , .. I , ,o , , ��1����� WiO--------------- ~tf\:. ��" `iii /7 �rW..ri�a.iiii�� �■1=� T}!��� �i . — i... SII■�I�I�. l"+ ,..s �-f\ -'�i � .s' �.:.:.�.- IA] •)A���� +�.70� + GARAGEwa�ii�2Vr�E 867 SF TW �VI'iAIw -1• n BUILDING PROPERTY LINE �% _ r� I ■fid■■�� ♦y.6J�•�•� ■L�0■ill■■■■■■■■■■■■ `_ TW F(I JM • t � Ie,�N �,3 �,Q;;,,J :�9.O.o•� ■■■■■_:eil1■■■■.■■■■■■t `�'� �ir< ,tet; � r� h � �. �yl� . .,''• �i� �,�:•� - �.�� � Vii. �:._ ��������� ■■■■■�!1■■■■■■■■■■■■ � � � • � ■■■■■Q1!�I■■■■�i'�2L►3a31 nom■ a `�' '�I\: � �. LS1a7 _ (�;j{�f . ( ., + �t �I�T� .dY. 466 SF I IT f160.31 ' ' . .. �� ( 1 11• :1 �� N TF*O 1112 , 1 nllc.Id T.■ �Ilxa ....... �. rgigsz 1 W 453.83' 11 W W i W W W W W W W (E I COAST WE OAK R;CIO MEE) 86'-6" Fl70RTIE0 R7EI) ` W W 12'-7"0d ACACIA 21'-0" �" A 33'-10" ( I ! 111 W 42' H. L HER WALE W W W RETAM NG W��JJ11W BETS"ON') FINISH TCH MAIN SLOG. FLAG STONE PAVER ARO W AC PER ECHANICAL DINGS. / CONC. BANG I -' o I I SEE CINCOWGS.. TIP. _ In o N S-6' H. TEMPLE GLASS (E)a'# BACK WALYUF GUARDRAIL W/ PILASTER (PArosDan mEE) ^ m g j in m (E)3' HIGH VINY FE CE - ,�-S&W i 5-0' H. TEMPLE GLASS GUARDRAIL W / PILASTER ca z I ENCLOSE ALL PROTECTED TREES TO BE RETAINED / ! I BY CHAIN LINK FENCE OR OTHER PROTECTED BARRIER MTH A MINIMUM HEIGHT OF FIVE FEET AND SHALL BE PLACED AT LEAST FIVE FEET OUTSIDE OF THE DRIP LINE I ENLARGED SITE PLAN (PARTIAL) SCALE: 1"=10'-O" I i I PROPERTY UNE I I I i (E) BLDG. I I i i NOTES: 1, GRADING & DRAINAGE SEE GRADING & DRAINAGE DWGS 2. LANDSCAPING SEE LANDSCAPING DWGS. 3. SEWER SYSTEM SEE PLUMBING DWGS. r 4. UNDERGROUND UTILITIES SHALL NOT BE CONSTRUCTED WITHIN THE DRIP LINE OF ANY MATURE TREE. EXCEPT AS APPROVED BY A REGISTERED ARBORIST. 5. SEPARATE PERMITS ARE REQUIRED FOR POOL, SPA, FENCES OVER SIX FEET IN HEIGHT, AND INTERIOR POOLS. ELEMENT AND 0 JS3 SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE RD. DIAMOND BAR, CA 91765 Architect 0 OY o C7 _ In N ^ m Revisions Date No. Descrlptlon 66 12 2012 ED PUD12-1e4 11 2 2012 (Z P12012-161 Drawing Title ENLARGED SITE PLAN (PARTIAL) Drawn By: Jade Wu Scale: As show Date: 11 02 2012 Drawing No. A1.02 NOTES I GENERAL CONSTRUCTION NOTES I 1. ALL INDICATED WMMY, AND EASN6 SITE AM SCEWX COUCH FERE OATXIW FROM A SRVV PERFD RPEX BY OML 5W EEL 2. FEFORE OOM4EY85tT OF FIR!' (ZI4NLTOR TO CCWACT ALL WARNHENT MENCI 5 AD UTILITY C414PANIM P ICH MAY HAVE 50"C45 IN THE AREA THE CONTRACTOR S44L A6511RE HIMSELF THAT HE HAS LOCATED ALL U77Hf6RLU P SENICES PRIOR TO ANY %8RRFAOE EXCAVATION AND SRALL PROTECT ALL EXISTNS UNAR6RO R) SERVICES, S. A'MER °LHRH- FUMS1 S$LVKFS OF 650-TEGNIGAL DIN ERS to INCLUDE am NOT LIMMO TO SOILS BORE TEST, SOLS BEA INS VASE MEU4MUTIOI, PERCOLATION TEST, EVAWATIC4,15 OF HAZARDOUS M4ATERALS, 6ROM CMOSION AND MUSTIVITY TESTS IKIIDIHS N CESSARY OPERATIONS FOR ANTIOIPATIN6 515.50L CCNOITICS NTN REPORTS AND R50CM-FEDATIOS, 4. SEE SOLS REPORT FOR SITE PREi'ARAnW NO 6RAON5 RK,OMeDAnOb, 5, ALL SAUACE KATER TO DMR AHOY FROM BBLON5 APD ORIVBNY TO ALLEY OR STREET OR R8K STORM DRAIN SYSTEM. 6. SEE ELECTRICAL POR SITE AAD BILDNS EXTERIOR U ITINS, T. BE LANDSCAPE RAS FOR SITE F ANTIN& AND IRRM6ATION IK29OVH4ERS. 6. PRICR TO CONSTRUCTION, COORDINATE NTH UTILITY WWAUE5 AID A6EPCIS ON YORK PERTAW6 TO SERVICES SIKH AS CABLE N, EIELTRIO, TELEPHONE, SAS, HATER am FROM SOURCE OF SERVICES TO SULVHS H=.UPSS. 4 EXTERIOR LkMTN6 SIU. E HOPPED AD ARRAISED TO RS U. ZT AMY FROM ADJ2RI6 PROPERTIES AD STRMT5, U6HT 5TAWARD5 SHALL E A HAXIMM OF FIFTH FET 161 IN HEENT AND O TMIOR LIEN RXTWF& MAY E MOUNTED A HAXTMN OF FPIEEN FEET 05) ABOVE GRADE ON ANY YL1 OR STUCTLRE 10. -61%T PAWNS MY' SIMS NTH LETTER AOT LESS THUS TYG INDIES (7) IN IEI&HT SWI. EE FROIVULY LOCATED TO DE516MTE 6LFST PAWNS SPIES. 11. NO PAWNS' SIM NTH LETTERS NO LL6 THAN TND INCHES (7) IN HE6HP SHiALI. E PLACED COISPIC)OIELY AT THE EIMANCE TO AND AT INTERVALS OF NOT LESS THAN ON HACKED FEET BOO) ALOE EVERY MO.IRED ORMVEtAY. 11 ALL PVUKrM 4 INTSWR RA OHRY HALLS SILL COSt6T OF DECORATIVE S=K Of- SPLIT FACE "WR IFED STOLE ETC) OR M EXTERIOR STUCCO FINISH TO HUTCH THE BADM35 E%iSUOR S. TO USE ANY ME6FEL'RIN5 PERIMETER KILL AS A CONON PROPERTY UNE HWS., THE CONSENT OF ALL PROPERTY OYES HST Be OBTAINED OR A N31 FULL HIST E GONSTRECTED ALOE INTERIOR SDE AND REAR LOT LINES OF THE PROJECT 51TE 14. PROVIDE 6ENERAL STCRAdE CABIEM NTH A MRMM OF L20 OLBK FEET CAPACITY, KM EACH 6ARA6E 5. 6ARAdM RILL E A596ED TO THE UNP DIMMY ABOVE NTH NO EXCaMOL GENERAL NOTES I. CORNACTOR SRAU. YMPY NL OPOSIO6 AD CONDITIONS AT THE 5TE AV NORM "nE ARCHITECT W ANY OSOMPA CIES 85"O2 R4xmDft NIH TIE III= 2 CMRACTM SNALL L &STALL NCL AVANA ISMKN59, OR Mcai NeOb STEEL M mmgw FCR ALL rmnwe, LW FIXIUMV MM 5HEV5, AMD ALCB501115. S CANnVCMR SILL INSTALL IMA'ONS AND TEMPORARY 9lNURTS AS /®79®7 TO HOD TIE HOW: S*BXMY N RAl2 AND SUSTAIN ALL LOADS THAT MAY ICOR DANE OWTION 4. SPWAatR FUNS SIB. E S.BNTRD AN7 APRT 18Y T TRE FICYHITIGN Ei.PLA1 L@'OFE pSTNU1IM UD19R A SBLUT! PONT. 5. CONTRACTOR SMALL. AR IM AAD (STALL KO55 PANELS APFF57M BY THE AAMMY, COO TAXAM LO 0045 AND R52MM" NTH SWOUR, BMTWA, R"I5,AD HVAC CONTRACTOR 6 OCNTRACTOR SIJ. PWP! PWnCINE NRRBS ASI APPROVED BY TIE LOCA. 6OVERINSAMICRITIM. T. COUMTOR SELL RPM AND INSTALL HIRE EXTIW9ER CAMM M AT StSPGTm LOCATIONS AS RffiTR V BY THEM & ALL 01006I05 SOMI ON M ORAPUM AM TAM TO THE RIM FAC! O NALL OR CENTER LRE, MUSS N= OT I M°1` 4. KIM" HALL 5IN. M A M KM OF 2 X 6 CO5T=TIOR US: 2 X 6 SIDS FOR MUBN6 APES W GRLAP6BR. 0. BALPM ADDRESS SIU. E POVI W ON THE BALM IN °.ROH A POSTOI AS to BE AAXY VEMELC AND LWME MOM M S1vW. It. TP0 LAYERS OF 60ALE 0 PAPE SILL M ACTED CNBC ALL N= BSE SEATHINS 1%206AI LL PROVIDE A /GA 5UM FOR STUCCO AT THE FOUNDATION PLATE LRE A NN 4- AW& M EARTH OR ABOVE IAV® AREAS, EEC 750631 IS ROM 050MYTO 4 CO44Y NTH CLASS 14. W SOIRROOPRS MIM SHAT E COMM BEFORE EETYRE A SPECIAL 5ONRROCPN5 ISPECTIGN 6 MAIO FROM THE &ALOIN' AND SARTY DIVISION IAC MON 15. ALL NODS AROUND F"H5 RPB SILL W PAOM NTH RXK KCL CR DAIVALM SOUND MAL6N6 MATERIA. APPROVED BY THE BION& OFFICIAL AD ALL MUHSIN PIPM 51AL 8 FRAMED AT AL PUNTS OF CONTACT NTH AAM HOOP OR STEEL HIMM AND STRAP HAN SA S. 6. M M=O' EVERT CONGAED PARKINS SPACE NILL E PAVED NTN Ca4m CONCRETE. IT. AL CASKS, "RStaUT SM785 ARD K -M amm MLD165 OR STR rnm AND KIM THE WERI 1 KIPSTY LINES SILL EE MSTAIID UCCR6R0.7D 011@ THAN`R.8 HeXATB.Y ADJACENT AHD ATTACIFJ7 TO THE BIONS. N. AT LEAST OE DPW OLET AND A HNMN OA ONE WLM LSNT RXM POVDIt6 AT LUST I FOOT-CA&V (10.76 UW AT 642AD LEVEL. SNCL E PROMM FM MIRY AM SWINE FEET OF C04ME D P94*6 AMA ALL S78'S, RAPS, RAVENS OR COLROM LOONS To COMM PARXINS AC45 %ALL EE 1L114HATED TO AN IXT"TY CP I FOOT-CAAO E (10.16 LUX) AT ORO" LEVE. IL M 117LDP6 SINAL NCV£ RIiBR LLD'SEIS (tO1E751 N7KN REE NO WR EE THAN IS 6ALO6 F51 FU1EN VPC 651 20. FOR MOMS STAgAY, A MR RUN TITIN CF T N PRDVIOW AT 17 PITCH M INNER RADIUS, AW A W MR MAD AT M WBi PAPM 2L CONTRA. VALVES MR ALL SOME S AND RB John 91A.L HAVE ETIRM A MMAE SALA&2 at TIB&SD3TATK M*6 VALVE 27. CELre Nm - A 2* P.PAN 4 9.0) CR 776 (SPAN t 17.0 CALLS .DIST & 6' OG FOR 20 PDDR DROPPED ONIHS, B I VIOW2 AT Arno, i. DOUBLE J25T5 SPPRiNS UIT6 AND PROVIDE W1514r WY ERISA 2 PROVIDE Lwg, SMTW AND BJTEr, 5.40DBCdTE CRAM TO APPROVED FLU[4S FORE R"SiFRW, P ANY SECTION IJ - 68CM REWREPENf5 2.1 - EArtNIM 51 - ORNAMENTAL AND M5C81AC{U5 METALS 61- RWSH GARtBTFY 62 - FINISH CARPENTRY 63 - CABINETS 6.4 - MOLD" MLLYDRK 12 - SHEET MEDL 13 - INSIIATION 61 - FW5H HAAOUFE 82 -DOORS 63 - NNDO'S 6.4 - 61A55 AND 6RAZ1N5 89 - MATIERSTRPPIN55 ,AND TFRE5I0.125 66 -6A AAe WOR HARAWRE 41- STUCCO 42 - &YPS.M 114UBOARD AND CALMS BOARD 43 - MOMNS 4.4 - TLE 45 - PNWINS AND FINISH 0J - BALDER SPECIALTIES / FINISH SCHEDULE EU - PLUMMN6 52 - WATIN5 AND AR CONDITIGNIS SIJ - ELEOTRIOA. SECTION 11.88814. FEMR9490S I. CODES, THE 60VMNS COPIES FOR THIS PROJECT ARE THE 2000 ELD6. CODE W), AND 2007 ELECTRICAL BER, PELNANIC,FL AMNd A47 PLU8I 5 (LPC) CRIB'S, AND PITH THE CIRR81T CITY OR COUNTY AND STATE APOOK N15. 2. FOUNTS, THE 6HBERAL V ALDIHS PENT AND RAN CNEGK SHALL E SECURED AND PAD FOR BY THE ONNSI. ALL OTHER FONTS SILL E SECURED AND PAD FOR BY THE RSCO TRACTOR DIRECTLY RESPONSIBLE 9. C426TRZTIM DOCAheIt9 THIS SET OF PRMN855 HAS BEEN PREPARED SFPIGEUr TO OBTAIN A BDG. NAM CR ECX APPROVAL THE I PI.AB4TATION OF THE ORMN65 MOARES THE COCA$ 68ERH. OOMRRACTOR TO E THO 056ILY MOKI 6EAE.E NTH THE APPLICABLE CODES AD WTHOO5 OF CONSTRICTION SFBCINO TO TIE PRODUCT TYPE AND TYPE C CONSTRUCTION. THE ARCHITECT KILL IN NO HAY E RESPONSIBLE FOR NO" THE NB.D WORK S PERFORMED, SAFETY IN OR ABOUT THE JOB SITE PMMWKB OP TSE NOR' 4. CCNERACTOB Mot TO Com eC16, THE &BERN. CdtnUACTOR ANAP ALL SeeaflRACTC95 SILL REVIEI ALL DRAN 55 AD SPECIFICATIONS AND vMgY COIUnoK BDG. uNB, LEVELS AND ALL PIPMONS AT M SLC ANY RSCRE PAUOY BALL E REPORTED TO THE ARCHITECT OR 8SINEIR5 EPWE PROCE871115 NTN THE LORTRAOROR SL1. VEUPY NTH THE FROM VtEJTY COMPANY` TIE LRXGATIONS O: ALL FJOSTII6 UTILITIES AND TIER SERVICE C41feTIOS PRIOR M THE START OF THE YORK THE CCHIRK.TOR SRALL E ROEPCNRBP FOR CONEIRMIN& AND CORRELATNS ALL a1MTITIS AND 01M3SIO5, FOR WZTINS FABRICATION PROCESSES FOR TECHHOJES OF ASSEMBLY FOR COORDINATION CF HS NORC NIH THATGF OTHER TRADS AND FOR PIMPORMIMALL MOM IN SAFE 5ATIFACTOW MAHRM. ANY C04MACTOt PRIOR TO IESTNLATION OR PROCUREMENT OF MATERIALS SOL NOTIFY ARCHITECT OR 1915IEIM5 OF FROBBM IF ANY. FAILURE TO W BO %ALL PEAU THAT ALL N!Ze5 ARY CORRECTIVE MEASURE, DCCLPBRATION, ETC, SILL E WE BY THAT CONTRACTOR AND AT HIS ON EABEE AND TIMI S RAPED FROMM THE ARCHITECT MAKES NO WARATE FOR PRODUCTS IDENTIFIED BY TRADE NAPE OR MALFACTUtHC 6. 'SCOPE, COTMCTOR AMD S.BCOGTRACTORS SILL FURNISH ALL LABOR, EWPMEfT, MATERIALS AND Po4FORM ALL MORK NECESSARYY, INDICATED, R9A5"BLY IN ERRED OR REWRED BY ANY NTH J.RSOIGON TO COMPLETE TER SCOPE CF PM FOR A GO4IEIEED NO PROPER FINISHED JIB. M AROATFCT7 SOME FEE IS NOT INILMNS, ANY CONSTRUCTION AND CONSTRUCTION MANA68•efr YORK T. SeSTITMO. NO %MTIMIOH SILL E MALE NTHOJT DIMS APPROVAL, NO STRUCTURAL SUBSTITUTIONS CNALL E MADE Nn1OT M 5TRCTtRA. E146UER APD THE OTT 09 COUNTY BLS. NMN CHECKIM75 PERTIM 1 APPROVAL 8. C>LSB, THE OYER KAYORDER EXTRA NGC& LR PIXE CHA46ES BY A.TERIN6, AMM TO, OR DEGU.CTINS FRIM M WK M GGNTRACT SIM °SW.L E ADJUSTED ACGORDINSLY BY FRITTEN OW5E R¢ftt O4.Y. IL WE GPM DMMHSS DETAILED LARGE SCALE PROMS TAKE PRECEDENCE OVER 6DOLAL 5441 SCALED DKAMNS5 DIPOSM TAKE PRECEDENCE OMR °SCALED KAaA!•E TS. 10. SCP ORA9N55, SCP DRANNSS, REWU® FOR 5TRICTUTA., PELMA ICA., ELECTRIC& OR SPECIALIZED WSTRCTION SNAIL E SUEH ED TOM RELATED BLSINEHt AND ARCHITECT ECT FOR REVS'L PRIOR TO FABR"TIOi It. CUTTiN5 AND PATCHINS, ALL TRADE SILL W TER O I CUTTILS, MTIM, PATCHIN5, ETC. TO MAKE M SEVERAL PARS GONE TCWTHM PFOORLY AND NT 1T TO RECEIVE OR E RECEIVED BY MORK O OTHER TRADE. 12. CLEAI44M ALL TRADES SILL AT ALL TIH5, KEEP THE FRi EMI,$ FRE FROM ACCILW ATIW K15TE MATERIALS CR RUBBISH CAUSED BY TER MCRC AT THE CORETICN OF FDR: LEAVE THE JOB IN BROOPI.OLEAN OOTDATIO. Al FITURS, EWRV(tS, 6A.BN6, r omC ,.ETC. SIAL BE CLEAR AND READY FOR OCCUPANCY UPON CO LIMON OF THE PRA.ECT. 19. T13PGRARY TOILET, DINERS 68ERAL OCNTRACTOt SHALL PROVIDE rE PcnAJRY TOUT FACILfiS FOR ALL TRADES UN1LL M COMPLETION CP THE KOF K 14. THE CONTRACTOR 94ALL E REP"ME FOR AM 5xkL REPLACE OR URDe.DY ANY FALITY at I4'ROPER MATERIAL OR F ORX)AA OP, OR ANY PW6E TO TER PORK RSLTI16 THIER t NTIM COST TO OPE( M ICHI 5AL APPEAR HSnBN CTE TEAR AFTER THE COMPLETION AND ACC.SPTAIE OF THE I'm UNDER THE CORTWCT. I5. THE ARCHITECT SHALL NOT E RSPCWME FUR THOSE DAPA60 RMTN6 FROM OW V'ES OR USES NOT AUBMi IM OR APPROYM BY AWATECT. 16. TIE 02 RACTCR5 FRAMER 94AL VERIFY PITH FLLMOOR PGR REWRED RJ.lBNS NALL 51ZES AND LOCA7$OY.1 AND HVAC SUBCONTRACTOR FOR REOARM DRCPFED HUNS AID UM,T SHAFT. 11THE COfITI,= SILL VERIFY NTH FRAM FOR FRE MOCKS AT KPT, V. AND H. AND RDFT STOP AT AMC AREA PER COOS FTA. 16. THE COFRACTOR'SHALL VERIFY R52W. 51ZFJ CITY, AND EST LOCATIONS FOR Arne VETS. SECTION 2J - EARTH MX6C 1. SGRR: 006105 68ELAL CONTRACTOR 94ALL TA2 ALL NECESSARY PEA SIRES TO FULLY PROTECT ADJACENT PROPER. Ea O'4✓BR SHALL PROVIDE ^AIL REPORT IF REOD. BY THE CITY OR CCLNrY. AL SITE HCRY 6R RDII6, EXGAVATWb, CUT AAD FILL. [OLFACTION SHALL CONFORM TO ROOPBDATIO S OF SOL REPORT AND / OR CODE REWREPINTS,. 2. EXCAVATIONS, E#LAVATICN %ALL BE KEPT FREE OF 5TANONS NATER EXCAVATIONS FOR FOOTINGS SHILL E MAPS TO THE RECD. NOV. LS6TH, AND DEPT. AND IHSH MTH LEVEL SOTTOL MERE EXCAVATING ARE MADE TO OFPM 6REAMR THAN INDICATED, So ADDITION DEPTH SIWI E FUM NTH COKREiE AS SHIRRED FOR FWFH6. 5. RLL AND BACKFILL, RLL MATERIALS SLI E FRE FROM DS -U5, V55ETABLE MATTER NO OTTER FORE6N SUBSTANCES. ALL BACXFILL SILL E COMPACTED TO DENSITY RECOPE DEP IN SOIL REPORT OR CODE RERNRE EATS. ALL TRADES SIU. B41ff01 TIER CYN TRENCHES, UNLESS OTEtNSE DIRECTED 4.68ERAL 6RADF6 AID ORAW66 SE GVIL B6PEEUNS ORANN55 FOR 0016H OF A COMPLETE DRAINME SY3TEK FIRM 6RADE SRPOJDINS STRICTURES SHAD- E 6RAOED TO DRZT SURFACE RN OFF AMY FROM FOUNDATIONS FOR A MR DISTANCE C 5 rr, SLOPED AT 2R,, TOtAR75 TD THE APPROVED FAT ER DIVO RAL AREA SECTIO ELI - CONCRETE 1. SGOM COMM FORK 91AU INCLUSE 6RAON5 UNDER SLABS, FORM YORK, RENFORCINB, PLACBeNF OF BATS IHETALATWN OF ALL SES ITV 5 AM W-aM SUPPLIED BY OTHER TIDES. 2 KATMALS SEE STRUCTURAL VOINSMS AND SOL REPORT RENDRE NIS. B. REN°ORCMS STEEL, LENGTH GP LAP AND MN. CONCRETE CLEAR PROTECTION OF REIFCRCIS BAR SCALL COMELY NTH STRCCTU.R L MTAIL5 AD SPECIFICATIONS, 4. K" WAP, MICRETE DE MWOW IN ALL FORM INTO ALL COMM AROaD RBNFGPCEME NT AND EpBOODEP ITEM.. WILM ANCHORS AND ALL DGE RTS SLI E ACCURATELY LOCATED AID 5ECIRELY RED IN MXEIHTL CONCRETE HAD HAIWEIED. GOiCRETE FLAT YORK S ALL. ETRE TO MTHN 12' IN 10 FTIH ALL PW471M OR SOW TO GRAN AS INDICATED ON THE 60OH5 AND DRAINAGE FLAW. FROMDE TEFLTE TREATPET C BOL PRIOR TO PO RIN5 CONCRETE. FINISHED FLOOR SIU. E A MN OF b' ABOVE ADJACENT FINISHED 6RADE. SECTION Si - ORNAMENTAL AID MS.BLAEOLS METAL I. SSPE Mm5H ALL METAL "FORTS, ANSLE5, PATO, ATTACH43R'S BOTS. SATES, RAILIN63, LAS MTH5, STARS, YEDIN61 SIO? PRINS AND INSTALL A6 RWJRED TO COMPLETE raw, 2 MITEUA.S, ALL HAROIARE COMEOTCRS OR ORAPENTAL PETAL CORROSION RESISTANT HATERIA, MROERLY NUM® AD PAINED. 5. NOOK Err OT HEIG ALL MOMN6 TRO RECEIVE ATTACH ERIS WALL E PROVIDED UDEN ROSH CARPENTRY 4. FELONS. IRDS SIU. E (IRORDSMOOTH AND COMPLY NTH TE SPECIFICATIONS OF AMERICAN PBDMS SOCIETY. $FMAL INSPECTION MAY E MaARED FOR RB.D YBDINS BY TE CITY OR COUNTY 806. DEPART a.5E STRUCTURAL NRPB.. S.iM DRAM ISS, CONTRACTOR SILL S84T SCP ORMIN55 OF 95CCO M" IRC H PYRK TO ARCHITECT POR REVIB4 SECTION 6.1 - ROUSH CARPENTRY 1. STRUCTURAL CARPIH RY, REFERTO STRUCTURAL DRANN55 ND MISS 94P DRAVIN55 FOR SM16TRAL LUMBER. SIZES AND SPADE. AND HARLYARE'PECIFICATOS. ALL REOVM+5W42D, SCREM. HAILS, STRAPS, MASTIC, ENDOWS, M=115, Fin STOPS AT 0 FT. V. AND H. ETC, SHALL E INSTALLED PER STRUCTURAL DRAINS, SCP DRMON65 AND PWPPACTR8t4''FcCHFKJATLMS. 2. HOH•STRCTU AL CARPENTRY, ALL UDR- STRZTRAL LU RM TO E DMW-16 FIR OR HER= MR ALL RYVDO7 SIJ- EMR THE MIRK OF AMERICA RYMOD A55OGUnOUNN30W41APA), AID SWI FEET M LATEST EDITION OF PEU'MWIC-E STANDMD5. NOW DELIVERED TOM 51TE SIU. E ACEOUT9.Y SEPARATED FROM COCRETE OR EARTH. MVAC NATURAL RESISTANCE TO DECAY TO PROTECT MAINST DETERIORATION SILL E IN ACCORDANCE NTH TE LEO. SEC TIOI 62 -NHS CARPENTRY 1. %CPE, TE MIRK SWI INCLUDE DE FUFN19N5 AND INSTALLATION OF TRP, WOR FRAME, PNEIUNS, AND S8VIi5. 2 NOMNANSHIP, ALL JOINTS SRALL BE TWIT AND IRE AND SECURELY FASTENED. COWERS %ALL E NEATLY KTV;W BITTED, OR COPD MRH RAILS BET AND SRFACE FRE OF TOOL PARKS. HCOO YM SIAL E ACCURATELY TO MT A7J01" SPIES. ALL PORK SIAL. E PSACHHNED OR KW-DAG'ED, SHARP 8LE5' AND SPLINTERS SILL E REMOVED. FULL L867H COHnRm BOARDS 91ALL E WED M NEVIS AFFIKAELE OR :P CIPICAIY NOTED. 3. MATBBA fir. A WOR FHAPES °.HALL E BET RWOLY 552M AND PROTECTED URNS THE CoNST4CTIM NO SPLIT OR SERI S ALLOYED, lIJN CRIED VERTICAL 6RNN 00.16.,15 FRB' OR WMR B DOOR 5TO5 AND CASKS SILL E CLEAR PIE ALL V. AAD H NIMH MEPm WELL BE IN LAR50T PRACTKIELE L5 6m. C. 9ElVINS AT NARCRO5 S 9WL E V DEEP PARTICLE BOARD, EDGE SANDED, OR IX CLEAR N!E• TYPICAL UNLESS MDT'® OREWV'..E SELF PO.9WL BE I-"- RA, SOLID NCYA. DHOOD BASE SILT. E SO2' 1416( STYLE AND MATERAL TO BE A FF4YED BY CMER PRIOR TO INSTALLATION, E LOCATION, MATERIAL 51ZE AND STTUE OF TR'ERMOR TRIM OR MAINS 9111 BE APPROVED BY THE OMEN PRIOR TO INSTALLATION SCTION 63 - CABINETS I.5CaS CABINET SUIOORTRAOTOR SHALL FURNISH AND INSTALL L ALL CAEht7 NOa cOMLEME, AND VERIFY AL OFeam BY TAPJNS RED WAWMM, NO VERIFY ARJA CE AND FIXTURE! SIZES ETH OPER AMO SPr11E PRIOR TO INSTALLATION No FABRICATION. 2. STANDARD, ALL NATURAL FINISH OR PART FINISH GABIEM SLl FELT THE R67hRBM805 OF THE NATION. KTCIEf CASIEY ASSOCIATION W Y STANDARD. S. MATERIALS M PEI6M MATERIALS AND DS16N SILL BE APPROVED BY OYER PRICK TO IN5TALATIO. A 0TGE1 AND LAUNDRY ROOM CABINETS - BASE 56' HEN 24' PEP NTH 4'X4' TW 6AACE; U FE R 42' HER 12' DE EPS OR APPROVED BY ONER B SATH CSIET - S4' NEL 22' PEEP N ITH CW TOE SPACE 96' HSR 22' D@ IN MASTER SATHRWPI5, C. AWMABE SHELVES AT PA IRIS NTH FINITE URNS. D. R9406CRATOR CABINET TO NAVE BOTTOM FWSED. 4. M7RKMA5NP, ALL JOINT SHALL E 716HT AND TRE AND SECURELY FASTENED CQUF75 SHALL E MITERED, BUTTED OR COPED, NAILS SET, AND SRIES PRE OF TOA RIMS ALL C AJSHET YORK SCHEDULED FOR PANT OR 5TAN RASH SILL E S4WTH.Y DRt55M AND SANDED. INSTAL. ALL PORK LEVE. AND ACORATE.Y IN RACE TO RT ADJOINS S.RFACO. PAW FAeSH CABINETS SINAL Be PRIM37 AND BK.K•PAI TEJ PRIOR TO INSTALLATION. RYYDOD AFD PARTICLE BOARD SHELVES °JHALI. E HAMHOOD B%E CORDED CH ALL E4 05W BOSS. 5. HARDNAIT- SAL E SELECTED BY OPER 6. COUNTER TOP, S AU E 6RANTM COLOR TO E APPROVED BY OPER SECTION 6.4 - H ODER KUAORK L SCO' 190115H AND INSTALL ALL MOLDED MILMM COPLETE 2INSTALLATION, INSTALLATION AND FINISH A41.ICAMN PER WY FACT FM RECOMMENDATIONS EDATIONS IY A" B14X1N5 AND WIPORTIHS, SURFACE PREPARATION AND ADHESIVE ATrACFMBMr. PRODUCT TO E 00PPATUBE NTH EXTERIOR WE AND A04WAW FWSED. 5. Mra"S, PROVIDE HOLLOW SIPS TO RECEIVE EXTERIOR FW51 AS INDICATED IN ORAtHS6 AND DETAILS OR MIM R 58.5,TE0 W35TITUTE PROVIDE REINFORCED FWSH AS REWRED AT R44M TRAFFICS LOCATOS SUS.ECT TO SIPPINS, SMOPIM. ETC, SECTION 1.1 - ROLFRS AND NATLPFFOOP% 1. SCOFF, FURNISH AND INSTALL RWPIN6 AAD YATINFROOMN6 P= COMPLETE. INCL IVIN6 CANT 5TRIP5 AND INGO FORATIN6 OTHER TRNA5 61 PLASM SCUPPERS, UMVPS AND JACKS, ROOF DUK SKYU614r, ETC. 2JMSTAI.ATIO, *TALL ROCFlNS AND PILL RAHN6 PER MANUFACTURERS W-4MHEDATOS, AND PER IBC PFWREMENES. S. MATERIALS A CONCRETE TLE, OVER 40 LS 0 IAPB) FELT OR BWAL APPROVED. COLOR. TEXTURE NO PATTERN AS SPECIFIED AT EXTERIOR FIRM SCHEDULE. INSTAL PER NWRPACTLF✓SMi...00925 SPECIFICATIONS B. MTBRPROOFiNS DMCKU6, RRH9H AND AIRY MANY DECK COVIN 6 00,IP ETE AND NATBRT60T, AS RECCMIOM BY MANUFACTURER INSTAL'DEX-O-TEX' OR Tei•KOTE' PEM 5T5TE4Ot OYER APPROVED SUBSTITUTE COLOR AID TEXME AS SPECIFIED ON HAIR C. FOUNDATION FALL KATEtPROOFINS, 06TALL GO•PLETE IDD CYDER APPROVED NATERPROOP 6 SYSTEK PROTECT YIiEPFRLCFlI6 PATE IAL URINS SAW LLINS OPERATIONS. 4. PLAWN5, MN 26 6AL5E 6J. LAP JOINTS AND FILL NTH ROCFT S C8e1r. S. SPECIAL CODM06 A PROVIDE CANT STRIPS AT AL VERTICAL SURFACES. B. PROVIDE CRKKM AS NECESSARY 6.6ETIER AND WMEPaIM, PSTAIED FER CITY OR COUNTY Rfr2NREK NTS. SECT)ON 72 •'BEET META- S. S.OFE: A PROVIDE KSCE1NE25 METAL YL'WY, AS INDICATED AND SPECIFIED. MGLAOH 5 RA9115, 6RAME. 5TGP5, 6J. SILLPANS, SIP1E75, DONNS N7UT5 AND VENTS, B. PROVIDE ALL R.A5HN6 AND COARIMFRI.SMN6 IN COITINUAIS PIECES MORE POSSIBLE AS REOV4„5W92D. TO MAKE JOB COMPLETELY, ISMS WHEST STANDARDS OF CO EIMCTIO4 PRACTICE FOR N47ERPN,CPIHS. C. RAW AND COUDHtR-A 14 AT ALL ROOF TO K41 CONDITIONS. 6J. FLASH APD CAULK FOOD BEAM AND WELD PR=TN5 TRCW EXTERIOR K416 OR ROOF SURFACES. D. RASH ALL EXTERIOR DOM AND NN'XOH CTFNISS NTH APPROVED METHOD NO MATERIALS YMCA CCIPORP5 TO AMICABLE CCLES. 2 MATEUALS: 5T, MIL AND RMON6 TO BE CM050 RESISTANT, MN T OOE55 26 696E DR APPROPRIATE FORM OCRO! N IN ACCORDANCE NTH M RF.CO?ERDATSO S OF THE ARCHITECTURAL SHEET META. MANUAL BR IN NO GME' LESS THAN M LISTED MK PER LBC R50REHENTS. 3, HSO NIAN51P, AL NOW 91AJ. BE ACCURATELY FAERK,ATED TO MATCH DETAIL AND FT1ED TO JCS COVITKND HIDED AND BRAKE - FOR -ED POM RSI SIAI. BE FIH9ED TRE AND 5TRA 9 NTH SHARP LINES AND AISLJS. LOCK SE N45 RAT AND TRUE TO LJIE , I/7 KM SEATED RLL NTH 9MDER MEL OVINLAPP NS DOS HOT PROVIDE MITER Mir CONNECTION. SHEET PETAL FORD STALL E DESNED TO PROVILE CCH UTE WATERTW9 AND KATERPR OP COMMONS. ALL 6ALVANIZED PETALS ALL E 9W PRIMED NTH CRE COAT OF ZINC, DUST -ZINC OXIDE PRIMER OVER AL SURFACES 4. AM AMD DOYEPWIS, PROVIDE 61 NUnm AND L' ONWOR5 PER CITY OR . CCURY REWREPIS POKOPOM SIU LL SMSE INTO A SEPARATE S.EPIRFACE PUNA& 5YETEM OR ONTO SLASH BACK LOCATIO6 APPROVED BY THE CIVIL EN5IEM IXXNfOUTS SJALL NOT DELNAM6E ONTO MTERPPACF WLF.7N5 SRFAQS, ACCESS PATHS OR STARS. S. ArTIO VERS, PROVIDE LOA PROFILE ATTIC VENTILATION PER LBC MOIRBERr. 6, DRYER VENT, THE MAX LELSTH OF RN AND HIKER OF BEDS OF DRYER VENT TO OIIRSDE PER U45, AND MMFACTP5t5' 5F MATIC S. SECTION 13 - INELLATIW I. %CFS FURNISH AND INSTALL THERMAL AND SONO, IF ANY, INSULATION CCH9.M PEA EIMY C041JANCE REWR8EITS. ALL CFEW 65IN THE ELUDIR5 5MB.OM FUST E CW.IW,, 6MITTED CR MAn$1 STRIPPED IN ACCGRDAWA MRH MANDATORY STATE &MY FPOA✓ EPIENT5. 2 MATERIALS, A C2WH5 AREA - MR R -BO BATTS B. EXT5WR FIUa - MH 945 BATTS AT 2X4 NALL5 AAD Ip11'I THICK ROSE INEAATICH BOARD AND MN R -M BATTS AT 2X6 FL.L C. FUR INFLATION OVER UNEATED MEA - MR R -N BATTS. D. PARRY NALL TISANAL AND "SOUND INBLATION - PIN. R -I SATTS E FtU&NS (ELATION - USE RC1 BATTS M FILL STUD OR FIR CAVITY. F. IRKS RWM - R41 BATTS FOR MAYO CONTROL, BLACK DUCT LINEN-AneWE FOR COLD NR RETURN R81LM IINLSR F RIIOE 6. VAPOR BARRIER - ALL EXTERIOR N4J5 AND VOLUME C8LI5 TO NAVE 4 MI.. PWYETHTLEW VAPOR SN6TA.LATON, A THERHAL &6.L4TW - INSTALL BATTS SM JOISTS AT ALL CAUN5 AMA E7POSED TO ROOF OR ATTIC AREA INXLLDIS AIT' VERTICAL YWl AREA HERE 5EPARATM4 LMN5 SPACE PROM ATTZ BM C8UN5 AND ROOF AND BIH. SIDS AT Al EXTERIOR NALIS. BATTS SHALL Be SECURELY INSTALLED AND T16HTI Y FIrTED. B. SOLID INW.ATROH - INSTALL BATTS UM 5TW5, SECURELY AND TI6NILY FITTED AT NWS. AL O{RI 65, SUCH AS H SOICK CABINETS, BEGTRKAL CR RKRE CUTLERS, ETC., SNALL HAVE M2 LAYERS OF BATTS ARM THE CROM O. RUENS W AA71M -ILLY PELTATE ALL SM AND FLOOR CAVITIES CONTAIRM FASTS LINE FROM FOUNDATION TO FLOOR ABOVE SECTION 61- FINI51 HARMARE 1. !KCB, BRASH ALL FINISH HROHARE CC PLEME EACH UNIT SRALL E KSI'® SEPARATELY ' 2 TYRE, SELECTED AND APPROVED BY ONEt. 9. PINS6 SELECTED AND APPROVED BY OYER SECTION 82 - ODORS IBCGPB RRISN AND (STALL ALL DOORS CCHWM AS INDICATED ON NUNS. WEtAL CZ M 14TOR SCALL CCIORDILAM DOOR SPFLIR AID FRAHM FOR INSTALLATION OF ALL DOORS. 2P£A5UREPV L COMTRAGTOR SILL VERIFY ALL VM61M BY TAKMN5 FED W-19AMeM PRIOR TO INSTALLATION, 9JNSTN.LATIO, PER HALFAMRER5 SFGLFIGATICNS AJ6N BOTTOM OF AL DOOR HP KERS. 4. SIZES, AS IN 74.ATEP IN DRAMN55. 9.5TAZ 55XZTED NO FINAL APPROVED BY OVER 6. MATERIA9, SEE DOR 50EDU E AL WOS SHALL CCM.Y NTN MANDATORY STATE INFILTRATOR STADAROS. TFITTf6 AND IIISIN4, EACH DOOR SHALL E ACGRATIELY CUP, TRI PIER AND NrrW TO ITS AMPECTIVE FRAME AAD NAREMARE NTH DUE ALLONAM.E FOR PAMiE W-SO0475 NNUS£5. CLEARANCE AT THE LWK AND NAT611d5 STILES AD AT THE TCP SW1 NOT MMID IRYIr5C044. CLEARANCE AT THE BOTTOM SHALL E ADJUSTED FOR FINISH FLOOR COVERINS WavlE LWK STILE BMS %ILL E BEYBID. OR SWANS, NTHO T HH5E BODED COD4TKM5, AND NTH AL HAAMARE PROPERLY A7.15TED AND PI CTICNM SECTION 83 - MOM 1. SCOPE, FURNISH AND INSTAL ALL NHMIS COMPLETE AS MCATM ON M-46 6DORAL CCNTRACTOR SHALL COGRUNATE "WOK SUPPLIER AND FRAHM FOR NSTALLAWN OF AL INVONS IhE 'AARkTefTS COR'RAOTOR SHALL VERIFY AL RHOISCHS BY TMH5 FED MEAS.R@EFUS PRIOR TO ISTAILATICK S. INSTALLATION, PER MAKFACTURELW-500M 55PWFIGATOS. ALSN EORLM OF ALL KNEW HEAVERS. 4. SIM AS INDICATED IN PRMH55. 5. STYLE SELECTED AND MHA. APPROVED BY MIM R. 6. IMTERIIL.5 AND 6LAZIN6, 50 MINPOT S.IEDAE ALL FNOOYR SHALL CCY1.Y NTH KWATOtY STATE INFILTRATION STAIDAA05 T. WISE. MARFACTRE3R OR SIFIVER 5NA.1 PROVIDE 14RO71'6 THAT MEET ALL EME 6MY ERT REWREFEITS OF THE IBC AND NOTIFY AR04TECT IF DRAMN55 ARE IN CONK4T. SCTKN 64 - GLASS AND 6LAAZINS I. °105 INCIAM ALL 6LAZIH6 AID MIRRORS. 210-465 AND 6LAZINS M TH ETER6Y CCPLJAKE CH.CALATUO6 5. MATERIALS, A NHAOS - AL KOO S NTH DEL CUR GLASS, TYPICAL UNC, AND COM PLY MIN emy COflma C1LU.ATIOS BDOOtS - 546' M TEFPERFD GLOSS. O. MRRO RS - V4' PCLHxW RATE D. 94CNM ENCLOSURES - APPROVED TEMP 61-4E5 NTH MEL_ FRAPE, E OAU.KI6 COPOLAD, 6UN AFLED NIM4IRDeft NONMLCEVNS. P. 6LASS IN HAZARDOUS AJMA5 - FWAVE TEMPERED &Ae5 PER IEC R&iAFBERS, 5M DOOR AND MOM SJE AJ S. 6. HMWFW NARDROE DOORS - SAFETY 6 A45 PER I5C MWRE OITS. SECTION 65 - MATIEitSTRXPMN 5 ARD TRS 1. EVMQXi WOt5 SHALL E CCOPLEMY MAIRMSTRIPP'.D MIN H MSE -TYPE A6 NINLFACiIRB). 2.1'IRMCUS, ALLMRM. SECTION bb - &ARISE COM HARDNAAE I. SECTIONAL 6ARA6E WOR TO BE OPERATED BY AVIOIATIC 6ARA6E WOR 0-6M STYLE TO E APPROVED BY OPER 2.5RALL E AOJSTED AND COINU R BALANCED FOR PROPER OPERATION, SLE NTIM KEYED LOCK NTH FREE5PI BINS RAV-- CN As REWIRED BY LOCAL SECURITY R WREPOM. SECTION 4J: - STUCCO I.6CCOM FINNISH AID INSTALL ALL N.05TEN6 NTIX C41,4LEIED, INLLDI & 6POUD5, 5CRtElDr,R CASN6, coo" &ARDS, ETC. 2 SWVARDS, ALL WRK SHALL CC14LY NTH IBC REOARE•8iT-, AWUCAB.E STANDARDS C LATHNS AM PLA6TBUN6 REFERENCE 5FELIFICATIOt£ OF THE IM60A. LATNi6 AND FIASTEEUH 5 CONRRACTCRW.500125 ASSOCIATION, APPLICATION W NATBRPRWP BARRIER PER STUCCO MAIHFACTURER5 SPECIFICATION. S. EXTERIOR "TTm MALLS - 1/4' TO BB' MILK ACRYLIC MOOPIED Welt STUCCO IMRE6NATE NTH ITT A.XALI-RE515TAD CHEEPED RS'E & A 5 AP UEP TO YOM NYRE NS H PAR 1' THCK POLYSTYRENE, B FINISH COAT - INTEGRAL COLOR 5n=C FACTORY•PREPAREP MINERAL P6efr, COLORS SM EXTERIOR FINISH'1AEOLE C. FWW TEXnM - CO MACTCR' L CeTAN O*Ot5 APPROVAL PRIOR TO ISTALLATOH SECTION 9.2 - 6YF5L H KAUBOARD AND CBUNS BOARD 1. SCFE, RAI6SH AV INSTAL AL 6YPSM NAL.LSOARD YORK CO FLEES CONTRACTOR SHALL VERIFY ALL 5PBSIAITY MATERIALS, MUNE AND INSTALLATION SFOECINS AT S U OMPIE AWMEL S AND STRUCTURAL SEAR KAUS PRIOR TO. COMBN:GRS I'm 26TROARM ALL YID& AND /OR MATERIALS SHALL COMPLY PITH THE IBC REOIREHEHTS AND A DVM STANDARD ACOAOATIOW SPECIFICATIONS OF 6YP" NALLWARD FINEke. S. MATERIALS, 6YMN KALLEOARD ." M FOR NALJS AND 1/7 TH, FOR C6UN5, BAY TN TYPE'%' FOR FIRE RATED MIS AND CEUNS. PROVIDE SB'6YP. ED. Mel FRAHM SPACINS EXCEEDS 16'04, MOISTURE RSt5TANr YILLBOARD IN YET AREA PER IBC MWREM8N5. PETAL CORN81 SAD, CASM AND TRH SILL E 6ALVAMZED AND HAILED. PROVIDE L -S APW TRIM AT EXPOSED BOSS, TAPE AID COMPOUND SN41 E AS RECOP am BY 6YMH BOARD PWLFACTURBR HNLIN5 PER CODE INF umem, ALBA "„CLI 9TRL4TUUL MA5N 55 FOR SPECIAL HAILRHS REWIREMOM. 4. YDMOWISNP, ALL JOINTS IN PIN50 SPSACES SIU. E TAPED NO FINSED MTH JOINT COW,, AND ALL CORERS 511 E KIMO7C®, IN AIDER TO AVOID RnU;E AASUENT, TIE FRAM AND 6YP. ED. CONTRACTOR 91A.L CHECK THE LEVE. OF ALL R0.6H FRA&NS M= TO6ETHI% AT RSD PRIOR TO THE 6YP. ED. INSTALLATION. SPINSEWe. Rf.SR TO INTERIOR FRESH SCHED14 , THE CONTRACTOR SIAL OBTAIN CMNEL5 APPROVAL FOR TINA. FINISH COLOR SECTION 49 - FLCORNS 1. SCOPE. FURNISH AD INSTAL ALL FLOORNS MATERIALS C0`PLm PER INTERIOR SHIM SCHEC LE 6E EA. CONTRACTOR SILL WORDINATE FLDOFNS S.KOIRUCTOR NTH FRAHM AND CONCRETE CONTRACTORS TO IN URE COPATISI ITY OF ALFISLYO AND SAiRCCR SIRPAACE TFXTUIF- MATERIALS AAD PREPARATION 2 MATERIALS SO! INTERIOR FI IS4 5CNEALE CONTRACTOR SIU. OBTAIN 011 E'i5 APPROVAL PRIOR TO INSTALLATION. B. INSTALLATION, SAi1C0it SWI E CLEAN, PRE O DUST AND QTLY DRY, LEVE. AND6HOOTHL SURFACES SLL Be ERRED AID YATISUALS SWL E APPLIED IN ACCORDANCE NTH THE PAN.FACTU12M5 RELOPPEDATION SECTION 4.4 - TILE I. °HOF, MASH AND INSTALL TLE 6RWF, NAST!, SALE{ ETC. COMPLETE, PER CEtAPIC TILE INSTITUTE STANDARDS. PM SHALL E CLEAR, FL OIS LEVE. IEXCFPT AS AREAS IxreaV TO DRAW, Me To UNE NTH COR55TENT JOINTS. 2 MATERIALS, TILE AND 6RCUT SILL E RNC.. PROVED BY CYPER 9. I05TALLATKri INSTALL PER CeUMC TLE INSTITUTE STANDAARI75. PROAD! YITBV'RWP MOeRANE BENEATH TILE AS REO04HD® BY KWAMeR AND CBRAIC TILE HSTnNE STANDARDS AT ALL AREAS SUBJECT TO MOISTURE AND HATER PROVIDE POSITIVE SLOPE AT TILE SEATS NTHN SOBRS AND AT FLOOR TOWRDS FLOCK LRAM( IF ANY. SECTION 43 - PANTINS AND FDOWNS I, YCCFF PROVIDE PANTHS AM AS INDICATED AND SPECIFIED, COPLBTB INCUDO6 NTZPARATION OF 5MAM OTHER THAN HOSE ARE FACTORY PRIME). 2AMERAS ALL MATERIALS AND COORS SWI E FILL APPROVED BY OYER PRIOR TO INSTALLATION. AL MAT9UA5 SWI E DENB'ED TOM SITE IN SEALED OW61KAL MWAO71RER5 CONTAINERS. 5. PREPARATION OF SRFACES SURFACES SHALL E CLEAN AND DRY, AND IN WTAKE CONDITION FOR NNSH SPECIFIED, R540YE ALL OR, 6REA!& BOND B'EAXR5 AGM MT. MLL SCALE AND ffRAWB%em CRACKS, HOES, AND KNITS SIU. E FILED, SANDES tMOOK AD WALED. MOOD SURFACES. EXCEPT RBMN YMUCD, SILL E SANDED PISMT.Y 5400M. SNDRS UST SHALL E CO4PUFB.Y REMOVED. TRIM AND OTHER PWSI MORK SILL E &LKPNNTED PRIOR TO INSTALLATION. TO NWMSE INCORS5TEW 5RNK46E 4. HOROUNSHP, EACH COAT SWI E WFOdLY APPLIED, YELL BNS® OR AND HILAE OF MEN PIN", RUNS, 5465 OR %PS. PAW RNVOO SIU. E CDT SWMY TO LIE PROTECT A044CCM SURFACE. MX AND APPLY PAINT AND STAINS M ACCORDANCE NTH THE PIAN FACTRERS INSTRUCTIONS, HARDK4n SHALL E MAOCED OR REMOVED PRIOR TO PANTING OR STAHM. S.EGOMALTOR NU. E REPON75185 FOR ANY PAPVhE REFI FROM OVEn PRAY, AD FOR AL1 WZESARY CLEAN LP. 5514LO56 PAINT TO E ROLLER OR SKIM APPLIED. S EXTERIOR PANTIN6 AID 5TAWHS, A EXTERIOR EXPOSED COMM AND MASONRY - HYD COATS MAIWIRY PANT. B EXTERIOR PLOD, MILLIONS, 5RN5, SARA& DOORS, RAIN". FARWAV EXPOSED EAS, ALL TRW, ETC. -TAP COATS. C. EXPOSED MEDAL, ICL DIM VENT PUPS. EALST VETS. HEAnxS AND AM CIDITION15 UNTEU SWILLS, ETC.. TM COATS OF PAW OVER ONE COAT OF FAHet D. STUCCO PALMS - THIO COATS 6. INTERIOR PANTH6 AND FIHEMAS, A CUES AND KAL S N KITCAE(HXr SATHIOO54D IN IMM SIMCE RGCM5 - Oe COAT SEALER IID ONT COAT 5EM- 6055 EWE, UNLESS P47W OTEmE. (2) ALL arm ROO5 - CNE COAT SEALER AND ONE COAR FLM PANT, W255 NOTED M E A15E. A NARDROE5, EXCEPT SE.VINS - FMyED AS SPECIFIED FOR AOWHU6 ROR Project SINGLE FAMILY RESIDEWYAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect M N `J VX M P, _ Ln = s Ln V-4 N S4 N . W 10 PLAN CHECK SET Revisions Date No. Descdptlon NOTES GENERAL NOTES GENERAL CONSTRUCTION NOTES Drawn By: Jack Wu Scale: As show Date: 08 07 2012 Drawing No. N-1 GENERAL CONSTRUCTION NOTES NOTES CALIFORNIA GREEN CODE REQUIREMENTS: B. XYR, FRA -B5 r= BATs,, rir'_F CLE11-5 -ONE COA- PM`ER ONE COAT 5EN_SUCSa ENAFE. G. 4MOV,00D CABINET$ - GE GOAT $40W SEALER OK COAR STAY W. COATS LACORR, D. HOOD PAUO RAIUN55 -ONE COAT SA DINS SE� DIE COAT STAR Tr0 GOAT5 LACOLEK E,PAINT 6RAGE CAaRETS - P. HE -A_ JR°ACES - FRIFE AID PNM SAME AS ADJACENT 51 6. SEM,6LA55 PAINT TO SC ROLLER OR BR60 AR'LIL7. M. LLMNOb CE1N5 RECC555 ARE `O IE PAINTED HRH G(E (1) COAT SEALER AND OE (1) COA' yFI!-E E"Ma. HIM 6LA55. 1, ALL EXP05BD INTERIOR VSAOD MAPS,, IF ANY. TO M PANTED TO HATO CEILI1*5 OR 50.10 STAIIB) PER OANERS FINAL PF415ON SCGTION 10, - E IUXR SPECIALITIES 15CQ'E I HR4 i AND INSTALL COMPLE-rE IN VORKINS ORDER THE RFs INDICATED Oh THE DRAHINS5 AND AS SPECIFIED N -E EIN. WERE LO'I'!UOTOR TO YDRFT CON'AT191UTY CF AL ADkENT r'aosp HATEMA,s rm ALL mxzTED rIXOA'tC5 AUD AFp IAhC 5. ALL rihT.RES AND APPLIANCES TO BE CEL GERT9ED, Ad REN$ TO BE A5 APPROVED BY Or7ER VLE'55 NOTED OTtBUNSE. 2. ALL FlJN9+N5 ACCESSORIES SIAL BE APPROVED BY OYiEY 5 OYER no no NTH SH:"ER SN -L BE INSTALLED AIN TDA ERZD, SIATTEWRCCF &LASS DCLOSIRE AND CERAP4, KoLLS WIL V A502 U'RAIR THE HV64T O CERAML TILE WALL FIN FOR M ONLY AREA, SIV,LL BE APPROVED BY MIER. 1 EpriNE CABINETS, NTH MIRROR DOOR. 54AU. EE RECESSED WALL HCuh TEO ,'OP AT 12'. 3. ALL APPJANGE5'JULL Be AFPROVW W. 044E R PROVIDE A MN 36.1 BY 12'N SPACE FOR RSHRI6ERATOR. SECT.OI 151 - PLU•$'ti5 , REFER TO FL afN5 DRMN55 W OOER5. 5ECTON 152 - NEATIK5 AD AIR CONDITION'NS , R-rR TO lEOLAN ICAL MMN56 BY OTHERS. SECT ON IbJ - ELECTRICAL, REFER TO E-EOTRILAL DRANI65 B'v OPER5. EXT. FINISH NOTES A -L EXTERIOR STJGC.O SHALL BE THZ°E 3) COAT5 PER GAL•PORNIA BJILDIN6 CODE. WAPTCR 25, AND 5MAL1- BC MAGMINC GASHED. INTt'6RALLY GOLORCD. Al EXP05ED MCTAL5, OT,ICR THAN ALUMINJM, TO RECU41Z TWD (2) GOAT5 OP ENAMEL PAINT OVER ONE (J GOAT OP ►RIMER ALL EXPOSED WWRETE TO RECEIVE IV40 (2) COAT5 OF ACRYLIC VINYL EXTERIOR PLAT. SUBMIT PAINT, STAIN, 5T404 &LASS AND ALUMISL" 5AMPLE5 FOR 5' -LEC -ION OF COLOR AND APPROVAL OF MATERIAL ALL CXPOSC , -.1OOD TO RCCCIVE TYIO (2) GOATS Or SOLID COLOR STAIN. ELECTROL+ 15 PROTECTION, ELECTROLYSIS PROTEGT:ON SHALL B5 PROVIOW BLTVC_D, ALL PIS-51KLAR METALS "4MVER THE TWO (2) ARE IN CONTACT, ALL YCAix@t EXPOSED eWRI-ACE 5MALL HAVE A r'CAT*CR MZSIST'VC BARRIER TO PROTEr- THE IN-VVOR NA -L COVERINb AID THAT EXMR'0R OPETN65 S -AL - Be PLASMCD IN SUCH A MAWS AS 'O MAKE THEM Y@ATHERPROOP PER U.BC SECTION •402. THAT EXTERIOR WnL NOT NAVE A METAL' IC rIN15H, 1. FLUSH VO-UMES GOR LOW-CONSJMPT:ON AND WATER -SAVER WATER CLOSE15 51 -ALL BE PROVIDED WITH A SAX. .6 GALLONS 0 - WATER PER FLUSH. (GPC 402... 402.2) j 2, WATER -EATER SHALL 8E STRAPPED TO WALL AT PO'NT5 WITH'N THE UPPER A AND LOWER /3 OF 1T5 VERTGAL DIMENSIONS WITH THE 1 LOPi-_R A MIN 4' ABOVE 'rE CONTROLS, (OPG 508.2.0 5, WATER HEATER SHALL BE PROVIDCD W. TEMPERATURE AND PRESSJRE RELIEF VALVES. (CPG 505.4. 505.5) THC REL -EF VALVES SHALL BE PRO.V DED HI'- A DRAsN WHICH EXTENDS FROM THE VALVES TO THE OUTSIDE OF THE 5U1-0ING. (GPC, 608,5) c, TANK LE55 WATER HEATER5 SMA -L BE NATIONAL Y 1_'5TED AND BE INSTAL -ED IN AC_ORDAIN6E WI-- THE •NSTAILLA'TONS -THA- WERE APPROVED AS PAR- O- THEIR LISTIN6. THE 6AS PIPING SERV N6 THIS APPLIANCE MUST BE SIZED IN COMP-IANGE WI'H THE WATER HEATERS LISTED INSTALLATION INSTRUCTIONS AND THE 2007 CALIFORNIA PLUM51\6 CODE, (GBG 106.:J APPENDIX) 5. A SEWER LATERAL IS REOJIRED FOR RE5IDE4CE5 THAT HAVE 4 OR MORE WATER CLOSETS. (CPG TABLE 7-5 FOOTNOTE 4; 6. SHOWERS AND 5H0WER SHALL 8E PROVIDED WITH INDIVIDUAL CONTROL VALVES OF TME PRESSURE BALANCE, THERMOS-ATIC. OR COMBINA-ION PRESSURE BA-ANGE / THERMOSTATIC MIXW6 VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTCGTIO\. (CPG 418) 1. PROVIDE A PERMANENTLY ACGE551BLE 12•' SOJARE BATHTUB i TRAP ACCESS OR NOPE ON PLAN -AT A NON TRAP HIL_ BE USED. (GPO 4043) 8. PROVIDE THE MANUFACTURE -R'S LISTING AND INSTALLATION INSTRUCTIONS 50 THAT rkVRK:N& SPADE, EQUIPMENT LOADS, COMBUSTION AIR, ETC., CAN BE CHECKED. (CEG (06.1.1 APPENDIX) R, PAD SJPPORTING COMPRE55OR / CONDEN5CR SHALL BE A MINIMUM OF 5' ABOVE THE GRADE, (CI4G 11062; 10. PROVIDE MAKEUP AIR FOR THE CLOTHES DRYER. WHEN A CLOSET 15 DE516NED FOR THE INSTALLATION OF A CLOTHES DRYER, A MINIMUM OPENING OF 100 .No SHALL BE PROVIDED IN THE DOOR. (CMG 504.52) II. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL OJTLET5 (NOT -315T RECEPTACLES) FOR ALL DWELLING UN'T, NOT JJS- IN THE BEDROOMS. (CEG 210.12) 12. A MINIMUM OF TWO 20 AMP SMALL APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE CUTLETS IN -HE KITCHEN, DINING ROOM, PANTRY, 00. OTHER SIMILAR AREAS. ICEC 710.11 (6) (UI 15, AT LEAST ONE 20 AMP BRANCH CIRCUIT SHAL_ BE PROVIDED TO SUPPLY LAUNDRY REGEPTAGLE OUTLETS. S C- CIRCUITS SHALL HAVE i NO OTHER OUTLETS. (CEG 210.11 (C) (2)) 14. EPE6•FY THE METHOD OF 6ROJND'N6 AT THE SERVICE. (CEG 25020) A 6ALCU-ATE 20% 5AVIN65 IN INDOOR WA -ER USE (GGBC c.BOB.0 5, YARD IRR1d AT;ON CONTROLLERS PER (C65G G. PROVIDE A CON5TR6CTiON WA5-E MANA6EMEN- PLAN RCDJGING WA5-C AT LEAST 50%. (665G 4.408.2) D PROVIDE •NFORMAT.ON ON PLANS REM R N6 AN OPERATION AND MAIN-ENANCE MANJAL TO BE SUPP-IED AT FINAL INSPECTION. (G666 4.410; E. COVER DUCT OPENIN65 PER (0606 '. MATERIAL POL.-UTION CONTROL PER (CbBG 4.504.2) 6. PROVIDE S4A5 CAPILLARY BRCA< 4 INGHC5 THICK Or h INCH GLEANA66REGATE PER (6(584, 4.505.2.1). SPECIAL IN5PEGT.04 OF THE FRAMING MCMBER5 WI`H A M015TJRE METER 15 REQUIRED PER (6686 4,505.5). J, BATHROOM EXHAUST FAN WILL BE CONTROLLCD BY A HUMID157AT PER C66G 4.506. Deoarbroant of Public Works Notes: A GENERAL I. M Erosion Control Rut shelf be .ubmirtad concurremy with the grading plan c arly doteding arodcn control measures. Those measures shall he implemented during construction The erosion control plan shag conform to National Pollutant Discharge Elimination System (NPOE'7 amndarda and Incorporate the appropriate Bac Management Practices (BMP+) as specified In the Scerm Water BMP CertlOcatloa For construction actNky, which disturbs ono etre or roarer of MIB, a Storm Water Pollution Prevention Plan (SWPPP) will be needed 2. The applicant sW comply wish Standard Urban Scam Water Mitigation Nan (SUSMP) raqulramona to the satisfaction of the Cot/ Engineer. 3, Grading and constnlctbn actohes and the mnsparmtlon of aqulpamant and meterhb and oparaWn of heavy grading equipment .hall be limited to between the hours of 7:00 am. and SM p,m„ Monday through Saturday. Dust generated by grading and consutactlon actridm shelf be roducts by wamrinof the sell prior to and during the actNMu and In accordance with South Cout Air Qudity Management District Rule 402 and Ruta 402. Reclaimed water %half be wed whenever pongda AddklumBy, all construction equipment still be pmpwf/ muBlod to reduce mita levels. l81 SOILS REPORT/GRADING)RErAINING WALLS 1. Prior to grading plan aubml=k a leomchni al report prepared by a GaomchN-d Englna r, Bcanoad by the Stem of CaBlomh, shelf be submitted by the applicant for approval by the City. 2. Upen approval of the partachnial report, the applicant [hill submit drahuga and gratintl plane prepared b/ a CNB Engineer, Ikamed b/ the State of Calfornh. prepared in accordance with the C*. requirements for the Cky's rovdeve +tad apprard A Bet of requbomenta for grading plan check Is ovalablo from tin Pubk World Department AN flooding (cut and fall calculada s skill be wbmlwed w the city ramurre dy,wkh the rant plan, 3. FFimhad dope loll wmfarm to City Coda Section 2272,08O-Greang 4. M aasemena and Dead heard areas &half be dearly Idamlflad on the grading plan. S. The gracing Pon old show the tocatlon of any ramming waBr and the elevation of the cap of waBMootlnp4madnmg and the finished grade on both slim of the ruambg wag construction deadh for ratelnkil wale shelf be shown on the grading plan. Calculations and datab of retuning walls shall be tubmkW to the Budding and Safety Division for review and approval. 6. All equipment railing u.as •half be bated on the pro)ux one. Staging area, Indudirg mineral awekpk and equipment smrage area, shall be enclosed within a the foot -high dam fink era AB accent palm In the defense Ad be tided whemvar the contvucdon site Is not supervhad 7. Grading of the subject property shelf be In accordance with the Callfornt Building Code, City Grading Ordirom Hillside Management Ordimacs and acceptable flradinE practices. B. The maximum grade of driveway orvhg buSdiry pad areas [hall be 15 percent Drbowayi with a slope of 15 percent •half Incorporate groovea for traction Into the construction as required by the City Entinter. 9, AN alopes thalf be waded per bmlrops plan and )or fuel m.dM..tI n plan with mtiv. grvsm or planned with ground mer, shrub, and aces for ar eon central upon completion of grading or some oder alternative method of erosion coastal shall be completed to the tabdacrlon of the City Engineer and a permanent Irrjpdon rynam shelf be totaled. 10. A prss c otrvcdon nesting shelf be held at the project site with the grading I contractor, applicant and city radkg Impactor at lasts 40 hours prior to I to umncmg seating apartak m i 11. Rough gado eareffleuom by preface &ods and ,civil engineers and the +.-graded Beotochdcal report ,fail be oubmiaed for review and approval prior to issuance of building permit for the foundation of the rmkkntW structure Ramming wag permits my be Issued without a rough rade cardflata 12- Final gradhif certification by project tolls and chid arglmsn shelf be submitted ti the Public Work. Deps-I, prior to the httonca of any project MsI huspectiens)cartiffcate of occupancy rmpecdvely. ' C DRAINAGE I. Detallad drainage oystom Information of the let with careful attention to any &ad ! hamrd area shall be submitted AD drakaagelrunoff from the development shelf be t conveyed from int oft to the rwdaal drainage couna No o" m drainage shag be conveyed to adjacent parceb, unless that Is the natural drainage wu- 1 2. Prior to the Isswuum of a grading Formic. a compfom hydr.IoV and hydraulic study shelf be prepared by a Clad Engineer registered In the State of C Tomh to the !. sathfacdon of the City Engineer and Los Angeles Public Warks Department t D. LML111ES j I. Umergroundur0det shelf not be constructed within the drip line of any macre sea nxcepc to approved by a raghterad arborist E SEWERSISEFT(CTANK I. Applicant, at applicant', safe cost and expanse shall construct the rower system In accordance with the City Dalkon; and Safety Division. Saver pians that be eubmkud for review and approval by the City. NOTE. . STREE- ADDRESS MUST BE PROVIDED ON -�E FRONT OF THE BUILDING. NJMBERS MU5T BE V15IBLE PROM THE STREET. MUST BE OP GO_OR, WMGM CONTRASTS WI -H `HE BACK 6ROJND AND MUST BE AT LEAST 4' IN HEIGHT AND 2' i\ WIDTH. 2. SEPARATE APPLICA-ION, PLAN GHEGK AND PERMIT ARE REQUIRED FOR A, RE -A NINH yll L 5. BLOC< WALLS/FENCE G SWIMMIN6 POOLS/ SPAS D. ELEGTR•C.A_ WORK E. MECHANICAL WORK P PLUMBN6 WORK. b. DE" O_ITION �;: B„1�,B • : elf ._� :,l• :_� • 1. Fkmr" conform w Stam and Local Budding Code (La, 2010 Cs4f.mh Building Cod-, Cal fornia Numbing Code, Werth Mechankil Code, and the C.J&.Ia EW t I.J Cod.) mqukamoeu and d other applicable constructlon codes, ordinances and reguflottlemo In effect at the dma of the plan check wbmlmL 2. Provisions for Cal Groan shelf be Impkmansed once piano and cordfludon provided by a turd part/ u required by the Building Division. Specific water, waste. low VGE, and related conservation measures shelf be shaven an plana, 3. Fire ,prtnidan are requkad for new single family dwelling (CRC R313.2). 4. Occupancy of the faeiiitao shelf not commence until such tions a ail California Building Code and State Bra Marshal regulations have been mac The building shelf be Impacted for compliance prior to occupancy. 5. Eery permit hosted by the Budding and Safety Division shall expire 9 the building or work authortu d by such parmhc is not commamed within Ilea dap from the data of such permit or work hes discontinued and net been tlgnatIMOT on the lob card by tie building Inspector. 6. ConnruNon uthidu awing the operation of any took or equipment used In construction dr00ng, repair, alteration, or demolition work shelf be conducted Mon. - Sat between de holm of 7W am and 7:00 pm. 7. The pm)act shelf be promctad by a construction farce to the satkkcdon of the Budding Official. IL AN structures and property shall be maintained In a ufo and dun stainer during construction The property shell be fret of d -brit, with. and woods, 9. Existing feriig shad remain Iwpoca during contWction Induding pod border faring. Any situation of the fanai g may result In A discontinwdon of construction until the farm are returned w In orIgnal arta 10. AD equipment staging true shall be maintained In an ordory, matter and screened behind a mmlmum of V high tante. IL SoW warm management of construction material shelf lacorpcnm recycling manorial collation par Diamond Bar Municipal Code 8.16 of This I. 12. The minimum design load for wind In this arta It 85 M.P.H. exposure 1-2 and the its is within seismic note D or E The applkant shelf submit drawler and calculations prepared by a Caalfornh Stats accrued AraumcdEnglne-r with wat stump and sigmtura 12. The prefect +hall campy, with the energy' conservation raqulramaw of the Stam of California EmrV Commh.Ion AN Lghdna shelf be high aflkacy or w4nhaem per the current California Energy Coda 119 and IS*). 14. Indoor ale quality shall be providad consistent with ASHRAE 623 u required per California Energy Coda 150(0). 15. Only ons.Intile family dwelling per CBC 2021t allowed on this property uNen specifically approved ath mks 16. AD im area that have a drop of war 30' shall be provided with a gwrdrsll par CBC 1013 and a handrail Is required at ail stnpt)stdrs with 4 or more roan and shall most CBC (012 17, Submit Public Works Daporvrem approved grading plant showing diary all finish alustions, drainage, and retaining wells loOdow. 18. Erosion control mauuru %fail be lrMphca a all times during grading activities. 19. 'Sapsrwot permits ore required for pool spa, retaining wall,, farm over abs foe in holght, and Interior Paoli' 20. A Might and setback survey may be required at completion of naming and foundations 21. Prior to Building permit hsumm all school district fair mart be paid Nana obtain a form from the Budding and Safety Division to take directly to the school district. 22. AN balconies shall be deigned for 60 Its No load 23. Guudnib shall be designed ler 20 Ilea bad applied laterally at the cap of oho ng 24. Rre. Department approval +hill be required Contact the Fire Department w chak the Oro zom for the location of the property. H tib project: is bated In High Hazard fire Zom h shall meet the requirements of the am tom per CBC Chapter 7A a AB undmd wder4loar arca shag ba wnstnacmd u o tier walla. It. AB opening mw the acus Boor angor other enclosed areas shd be merad with corrosbrM'uomm vdm meth not less than IH inch or more than 1/2 Inch in any dimamion except where such opening ata equipped with mh or door. c Eaves shelf be protected d Exterlor construction dad be one-hour or nen-combustible. e. Fuel modification plans shall be approved 6muo LA County Fir. Fuer Modif atbn Unit 25. AN recainkg walla shag be submitted to the Bukdllg and Safety, and Putdk Work Departments for review and.Pprov.L 26. Submit grading plans showing dauly all finish dmdons, dramale, and mulning wall budam. No building permit obi be Issued prior to submitting a pad certification 27. The pn)ect shall be protected by a comaucdon ere and shag comply with the NPOES 6 BMP require-. (toad bar, ate,). 28. Surtus water shah drain away from dee building u a 2% minimum shops 29. Private property sewer system shill be approved by the Lot Antda County Health D parwencsad the Calfornle Wamr Control Board This property must have a iawar Bne liunlfed .... _... _. 30. Bodes of water that are greater that IB' in depth chill have the required barrier to prevent unintentional arcus par CBC 3904.4, 31, Spacial Intpecdans cal sauctuah observation wig be required In conformance w CBC 1704 to 1709. 32 A was report Is required and all mcommandatlo a of the wile report dull be adhered on. 33. Slope utbaeks consistent with Calff000h Budding Coda Figura 1005.3.1 and California Residential Coda 8403.1.7. Foundadom shelf provide a minimum dhnna to dayktht 34. Tisa Appbnm+hall contact Dig Alert and have underground utdky Incident marked by the utility companies prior wap' excavation Conten DIB Alan by dbbnl Of I orthalrw.hftsatwww,dbukrcto . 35. The location of the property Imps and building pad mil roquim a survey. 36. AQMD notification h required at Istat 10 days prior an any demolition 37. AN warksn on the lob total be covered by Workman's compmudon In urance under a licensed general mhtractI 38. AN chungat to approved plans during the course of construction shall be approved by the City prior to procn.dmg with any work 39. Light and vemdadon chill comply with CBC 1203 and 1205. 40. Interior pooh shad have a ventilation system capable of providing ceduwt vendladon Sao CMC T44 and T44. 41. Carbon monoxide detectors in required M falls leading to sleeping rooms per CAC R]IS. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect PLAN CHECK SET Revisions Date No, Description Drawing Title GENERAL CONSTRUCTION NOTES CALIFORNIA GREEN CODE REQUIREMENTS Drawn By: lack Wu Scale: As show Date: 08 07 2012 Drawing No. N-2 2 01 D F CRAWL HOLE 36X24 44'-0' 4'-2' 4'-4' 6'-7' 4'-6' 6,-3, 9,-0" 01 -3– F — — — — — — — — — — — — — — — — — — — — — — - — - — - — - — - — ----- CELLAR L BATH ROOM POWDER R1 STEAM 1 Al (D ELEVATOR ElMACHINE ROOM A, .0 -T� 16 -XB' VENT (Uhl a.-0. _4.yO 4'-6- L--- - OR MATCH EX ERI WA L,, L TYPI L COL SAUNA L7 7 5'-10^ 6* -9" L 10 - - - CKE T �R LOCKER — — — — — — — — — — — — — — '�-ROUNO FLOOR ABOVE - — - — - — - — - — ---- I I 4'-4' 4'-2- LEGEND LOWER LEVEL FLOOR 5,-9, L 5'-B' LOWER LEVEL FLOOR VENTS CALCULATION: EL -1151.25-4-10' -1 (VERIFY) 11 LOWER LEVEL ENCLOSED FLOOR AREA: 2,071 SF 1 -HOUR FIRE RATED WALL (B-- WALL TYPE SEE SHEET A5.01 REQUIRED NET VENT AREA: @) INTERCONNECTED HARD -WIRED SMOKE DETECTOR WITHP ITT (UNDER SEPA;OOL,JE SUBMIT) 2,071 SF X I / 750=1,988 S1 BATTERY BACK UP. ;M PM SHAU PAW A Tu PIX PROVIDE NET VENT AREA: EE - EMERGENCY EGRESS -4, !!2 16 X RAWL 8 -HOLE VENT 36ARX24" AREA EA 1 X36X24 = 21 X 56 IS B64 = 1S1,176 51 TG - TEMPERED GLASS C TOTAL71040 > 1,988 SI, OK L � LOWER LEVEL G - GROUND LEVEL MECHANICAL VENTILATION SYSTEM DESIGNED BY A MECHANICAL ENGINEER 0 0 r --r -7-- -1 L CL, A TIME 0"-, L - -L - -L -J L 0 0 07HOME THEATHER F - — — — — — — — — — — - 7- 17-17-17-1 L J L L L THs Rc*w O DW �. RWL HAYE ARTIVAL 0 LOq —AND W 00 SYM X9M BY A JECHWAI U4WER -17 0 L J 0 — — — — — — — - — — — — — — — — — - — - — - — - — - - F S-7' L 20`-0 6,-10" 44'-0* -J LOWER LEVEL FLOOR AREA 1,956 SF �B D �K 2 4.0 (,-,--)LOWER LEVEL PLAN �-' SCALE: 3116"=I'-0' NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect PLAN CHECK SET Revisions Date No. Description 11 04 2012 M PL2012-164 Drawing Title Drawn By: lack Wu Scale: As show Date: 08 07 2012 krawing No. A2.01 2 4.0 rA I D I C 21'-6" 43'-8" 15'-10" 21'-0' 23'-0' 16'-0' 5'-0' 3'-6" , 8'-0' 4'-O" 6'-6" 6'-0' 8'-0' , G5 E ' CRAWL HOLE JE "X24` - - -'y- -ffy- ---- — i C3 C3 G O --- ---- -- r T r------- N _... 16'X8' VENT (UND R , i ,I W.I A. ,a r 1 c COLOR MATCH EX RIO WAl io , ttP. 0 1 Cil c M -BATH RM #1 10 G I I 3'-0'X2'- ESTOJRAGE/N�\II LAUNDRY iGUEST ROOM EA #1Pt lglh�I j11iL RM #2 REu eciow w 1'-6' o PATIO o � N m 18" PLATFORM WITH 2 SEISMIC STRAP P & T. RELIEF .VALVE TERMINATE OUTSIDE SEE SHEET A5.01 DETAIL, TYP. 41'-0" 41'-6' ELEVATOR NOTES: l`) 1. ELEVATOR 0115 OR E0. PER OWNER. 5'-0" 2. FRAMING CONTRACTOR TO VERIFY IY MANUFACTURER'S ROUGH ELEVATOR OPENING .-0. 2'. 1 AND FIELD ROUGH DIMENSIONS- 4'-9" I MEED ROOM #1 14'-6" I 1 EXISTING HOUSE TO BE REMOVED 4 -CARS GARAGE S'-1' 1 887 SF I o 11 04 2012 -Il- CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4' i D LENGTH IS 119DED Tn 14' WITH 2 EI ROWS PL2012-164 c © 4 -i. © n =—__= i PWT CL #i G7 I m DRAW 40'-6" i I EE I -I EVATOFi' aR o EE - EMERGENCY EGRESS 4' -6'16'-0" -6- TG i s6 L#2 4'-6" I0'-10' 1 -HOUR FIRE RATED WALL 1 LOWER LEVEL ENCLOSED FLOOR AREA: 4,267 SF 1 = LOWER LEVEL 1 I' REQUIRED NET VENT AREA: �J G I 4,267 SF X 1 / 300= 2,048 SI I O INTERCONNECTED HARD -WIRED I PROVIDE NET VENT AREA: G7 I I 2W1 FLOOR LW MOVE N -----� CRAWL HOLE 36"X24' AREA = i X36X24 = 864 SI (� INTERCONNECTED HARD NRED CARBON MONOXIOE ALARM TOTAL 2,264 SI > 2,048 SI, OK I 68'-3' — •i 21'-0' - - I IV -10" 4'-1" 5-9' 5'-2" � & OAmM El�.n6o.D6.o'-6• i '-p' t.2'-6 12'-7" 2'-6"16'-0' — 7 — - - — - — - — -- • 1 VERIFY .i •"' a FAMILY ROOM #1 I 71 8 _ FOYER ONE HOUR FIRE RATED 1 7.75' MAX. RISE, 10" MIN. RUNNER, ,AATERLIL UNDER STAIR�lAY - GUARDRAIL AT 42" (HANDRAIL AT 34"-38') `m ABOVE NOSING 'i 3-7" LOWER LEVEL FACE - OF EXTERIOR WALL, 81, '1 STAIR #1 CI -- O o 10 F---'1 ----5-2'- 18R I X8_5'7 Tn -1 II 1 FEO0 1 i x I I I II l II II I�i 1'-6' o PATIO o � N m 18" PLATFORM WITH 2 SEISMIC STRAP P & T. RELIEF .VALVE TERMINATE OUTSIDE SEE SHEET A5.01 DETAIL, TYP. 41'-0" 41'-6' ELEVATOR NOTES: l`) 1. ELEVATOR 0115 OR E0. PER OWNER. 5'-0" 2. FRAMING CONTRACTOR TO VERIFY IY MANUFACTURER'S ROUGH ELEVATOR OPENING .-0. 2'. 1 AND FIELD ROUGH DIMENSIONS- 4'-9" 3. ELEVATOR SHALL BE INSTALLED IN ACCORDANCE THE MANUFACTURER'S INSTRUCTIONS, 2 - - T---------------------------- i"J ""_lam 5'-0" CONSTRUCTION ON THE GARAGE SIDE mw— lFRE-RESISTIVEJFOR WALLS, CEILINGS, POSTS AND BEAMS OF GARAGE .-0. 2'. 1 -"----- r --'- ADJACENT TO OR SUPPORTING RESIDENTIAL USES. 4'-9" 5/8" TYPE "X' GYP. ED. 1 I 14'-6" I 1 EXISTING HOUSE TO BE REMOVED 4 -CARS GARAGE S'-1' 1 887 SF I o 11 04 2012 -Il- CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4' i D LENGTH IS 119DED Tn 14' WITH 2 EI ROWS PL2012-164 rTHE DUCT LENGTH SHALL BE REDUCED BY 2' FOR EVERY ELBOW IN EXCESS OF TWO, ti 1 DRAW 40'-6" i I I Ct G1 L. -j- I4'-6' - EXISTING WALL TO BE REMAIN EE - EMERGENCY EGRESS 4' -6'16'-0" -6- TG j GROUND LEVEL FLOOR VENTS CALCULATION: 1 -HOUR FIRE RATED WALL 1 LOWER LEVEL ENCLOSED FLOOR AREA: 4,267 SF 1 = LOWER LEVEL 1 I' REQUIRED NET VENT AREA: �J G I 4,267 SF X 1 / 300= 2,048 SI I O INTERCONNECTED HARD -WIRED I PROVIDE NET VENT AREA: i I6"X 8' VENT AREA = 25 X 56 SI = 1,400 51 N -----� CRAWL HOLE 36"X24' AREA = i X36X24 = 864 SI (� INTERCONNECTED HARD NRED CARBON MONOXIOE ALARM TOTAL 2,264 SI > 2,048 SI, OK I 68'-3' — 1 1 12'-6" 12'-7" 21'-0' 10'-8' i '-p' t.2'-6 12'-7" 2'-6"16'-0' — 7 — - - — - — - — -- ISLAND i I I i I I�(� 'I DINT G RM : I� i 1 \ ( I C2 o O I I II LIVING RM 11 ( I DEN 9 l !} I ( 91 i LlgiItARY ! •Ods Roa s1Au xm e¢ USLo ( �+ • 1 i r0, I L - - - - - - - 3 11 FP. xI I I i L Ftn Axr st[Nm0 aune0ss A2 KITCHEN WOK I L --- ------JI O g I Jl . . 9 ' 9 I l° 2 -CARS GARAGE �GROUND FLOOR PLAN•SCALE: 3116"=1'-0" -0 v 1 i"J ""_lam 5'-0" 12'-3' mw— 17'-2" .-0. 2'. 1 20'-0" 4'-9" 2'-1"I2'-8 11, 14'-6" 20'-0" S'-1' T -Y 11 04 2012 E27 PL2012-164 DRAW 10-2" O AY[ TLEGEND LiO'ROU° - EXISTING WALL TO BE REMAIN EE - EMERGENCY EGRESS 22'-4' TG - TEMPERED CUSS 1 -HOUR FIRE RATED WALL IR 1 L = LOWER LEVEL (D^- WALL TYPE SEE SHEET A5.01 �J G = GROUND LEVEL O INTERCONNECTED HARD -WIRED I f I SMOKE DETECTOR PATH BATTERY BACK UP. C D U (� INTERCONNECTED HARD NRED CARBON MONOXIOE ALARM AREA (WITH BATTERY BACK UP). 2 4.0 �GROUND FLOOR PLAN•SCALE: 3116"=1'-0" -0 v 1 i"J ""_lam iz Q "i `� — Er®' — -�- — — — — io -REE Nam �2N0 FLOORt FACE OF EXTERIOR WALL A111-9" mw— 2,-O. .-0. 2'. 1 ( 4'-9" 2'-1"I2'-8 11, 14'-6" IP -4" 8'-0' S'-1' T -Y 11 04 2012 E27 PL2012-164 1 18'-4 10-2" 6'-10" 2'-8 22'-4' 11'-6' 23'-2" 1 I f I MANUFACTURE FIREPLACES MANUFACTURE : MONESSEN DIRECT VENT GAS FIREPLACE (MULTIPLE NEW) DIRECT -VENT SEALED -COMBUSTION TYPE 1-688-443-t 0 (OR EQ., PER OWNER) I C D U GROUND FLOOR, AREA U 2 4.0 4,390 SF 6'- 4' 6'-4' 6'-4" 42" H. W.I. GUARDRAIL 12'-7• O (�K 466 SF 18'-6" 21'-0' -----® NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect rn (#p v 0`00 InIn N O N i33 to Revisions Date CONC. 1 LANDING ti 91 28 2011 6'- 4' 6'-4' 6'-4" 42" H. W.I. GUARDRAIL 12'-7• O (�K 466 SF 18'-6" 21'-0' -----® NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect rn (#p v 0`00 InIn N O N i33 to Revisions Date No. Description 91 28 2011 m ASSOCIA710B_ G6 12 2012 CH PL2012-164 11 04 2012 E27 PL2012-164 Drawing Title GROUND FLOOR PLAN Drawn By: Jack Wu Scale: As stow Date: 08 07 2012 Drawing No. A2.02 rA-) 44'-0* 23'-0* 9'-6" 13'-7" (-,-)2ND FLOOR PLAN \,�SCALE: 3116"=I'.O" 2 .0 D I t 6'-6' '\-ZO�PE.N' TO BELOW STAIRS 111 11) 11 11111111 3' 0' X8* - 0 — — — — — — — II M-W.I.C, (D W.I.C. BA BEDROOM #1 V M�-BED ROOM 102 + COMPUTER II f II M-W.I.CA Q 11 /GAME S -D SD 00 .9 BEDROOM #2 W STAIR 02 FAMILY ROOM #2 S-7" 60 1 0 13'-7" (-,-)2ND FLOOR PLAN \,�SCALE: 3116"=I'.O" 2 .0 D I t 6'-6' '\-ZO�PE.N' TO BELOW STAIRS 111 11) 11 11111111 (-,-)2ND FLOOR PLAN \,�SCALE: 3116"=I'.O" 2 .0 D I t 6'-6' '\-ZO�PE.N' TO BELOW STAIRS 111 11) 11 11111111 NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect O m rnM cu CID Ln r -i Imsm'' PLAN CHECK SET Revisions Date No. Desaiptlon 11 04 2012 M PL2012-164 Drawing Title 2ND FLOOR PLAN )rawn By: Jack Wu ;Cale: As show )ate* 08 07 2012 kawing No. )U.03 gnm (D W.I.C. BA BEDROOM #1 V m + COMPUTER II /GAME S -D BEDROOM #2 STAIR 02 60 1 0 ).WER-RQOF— (DEE 14* -0" 6,-0" 9'-6`14'-6" 20'-0- 6'-10' 22'-4* 11,-6" 'I 8D'-6" is D � SECOND FLOOR AREA �G 2 01 3,476 SF J f� NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect O m rnM cu CID Ln r -i Imsm'' PLAN CHECK SET Revisions Date No. Desaiptlon 11 04 2012 M PL2012-164 Drawing Title 2ND FLOOR PLAN )rawn By: Jack Wu ;Cale: As show )ate* 08 07 2012 kawing No. )U.03 gnm 1 I 1 0 u Q___ TOTAL J-- ENCLOSED ATTIC VENTS CALCULATION: ENCLOSED ATTIC AREA: 4,058 SF REQUIRED NET VENT AREA: 4,058 SF X 1 / 150= 3,896 SI PROVIDE NET VENT AREA: CONTINUOUS EAVE VENT (2 Y4" X 96', 9 SI, PER FT.) AREA: = 319' X 9 SI = 2,871 SI O'HANOWS "FLAT" VENT AREA =12 X 98.75 S1= -1,185 SI TOTAL VENT AREA: 2,871 SI + 1,185 SI = 4,056 SI > 3,896 SI, OK t.0rr_)*) I 1 i ¢alsi ------------- OR®®F PLAN SCALE: 3116"-1'-0" O'HAGIN'S CONCRETE "FLAT" VENT MATCH ROOF TILE, TYP. a 11 1 N �� % 1 I LOUVER 3 SF. MIN, 11 11 IC' MIN. i IYi/ 'ail SLOPE ON 2:12 2 ROOF WALL BELOW Y*, 12 .SLOPE O'HAGIN'S VENT: THE VENT MEET THE REQUIREMENTS OF 2)10 CBC, I 1 CHAPTERS 15 AND 7A FOR RESISTANCE OF FLAME AND EMBER INTRUSION. CLASS A FIRE RETED VENT 1 OPTIONAL 1/8' MESH THROUGHOUT VENTl E3 TEL: 800-394 3864 C E 2 0 SLOPE ON 2:12 NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect O N gm h aNC"n O OA LIMO Ln O to � N PLAN CHECK SET Revisions Date No. Description 11 26 2011 A A560CIATUTAIth 0 06 12 2012 © PL2012-164 11 04 2012 ® PL2012-164 Drawing ROOF PLAN Drawn By: lack Wu Scale: As show Date: 08072012 Drawing No. A2.®4 ROOF NOTES: EAVE VENT , 1. BURT -UP ROOMG BOLL BE CONGAS hU-7rCAP , 31 7R. Bf>. na 4. Au SHMT kVAL ROOF MOR% SHALL BE PER LATEST ELM CF SWA NA -------------------- CLASS A. ASTW EID6 ARE RST, EL 7R0 ARENrI MI META. WANUAL COLOR MATCH•EAVE,TYP 4 WATMALS REWNED PER 100 S0 FT, K ROOF AREA SIAR S RASH AND COIHITEFLASH ARMED A" M}iTRA90N5 AS RECLINED. it NOT BE LESS THAN THE FF. S. FROADE 4' RV DRAIN AND OAWLM GRAN IECHAWCAL FASR}tRS LOWER TILE ROOF CONBASE TYPE *" LOO (2) - I PLY 25 LDS T• ALL M SM/ D.R. EA SEE W M MDS —r7 M CONPLY TYPE A -IV (2) PLY 22 LBS L COYMCE (LIMEI.9G) SEE BLOC LOATHES ASPNUT PLY 60181 ASPHX1 SURFACE 25 LBS 9. VALLEY SHELL BENOT LESS THAN 26 CA MWAPNUM 3d' DI CAP SHEET LEIS 0 T ACCCSSOM AND FL.A-M" WARiUtS AS Ko" WO FULL W" iROOr �. ICAC 704M) 2. ALL ROOF CO4STRUCTRA AND CDARPRGS SHALL BE PER CHAPRR 15 or TO. ALL VENTS SHALL BE CDYM MIM NO4-COW6USTRLE LKS WEST THE 2010 CRC WIN 1/4' OPENWM OR KU BE OMWED TO RESSF FLAKE AIG II II II �C :12 MIN. LUBER MTRUSFFL 1 ST" Roam WMALS CNRERS LOWER ROOF #B LOWER ROOF #C YAACTUROK /AITTEN SPEEWCALMNS AA REMEWAD05 11 ENCLOSED ATTIC VENTS CALCULATION: BUIU)-UP ROOF ENCLOSED ATTIC AREA 862 SF SPARK ARRECHIMNEY-57ER I 1 I\Ial"'111' F "' L" 2 ` REQUIRED NET VENT AREA: L SLOPE if :12 MIN. 862 SF X 1 / 150= 828 SI 1 I PROVIDE NET VENT AREA 1 CONTINUOUS EAVE VENT (2 Y4' X 96"„ 9 51, PER FL) AREA: --------- = IW X 9 SI = 954 SI > 828, CONTINUOUS EAVE VENT, OK I COLOR )HATCH EAVE ' i 1 FACE OF WALL BELOW, TYP. 1 I PARAPET ROOF DRAIN /OVERFLOW I 1 ENCL05ED ATTIC AREA: 309 SF -- -- 9 -------- REWIRED NET VENT AREA: It - - -III II OCCOTATM M. t RAt I III II II II 111 � II $3 Ili 1 II ENCLOSED ATTIC VENTS CA LOWER ROOF #A I PROAOE NET VENT AREA: CONTINUOUS EAVE VENT 2 Y4' X 96', 9 51, PER FT. AREA: ( ) II aC BUILD-UP ROOF III 62' X 9 51 OX = 558151 > 297, REWIRED NET VENT AREA: 1 I II III ' VALLEY II jj i ROOF CRICKET, III $:12 MIN. SLOPE, TYP. PROVIDE NET VENT AREA: - -III �H ^--_—___— .L. 7" ----------------- ----------------- -------------------------------_____ ------------�/ EAVE VENT (16- X 8'„ 56 51) AREA: = NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect O N gm h aNC"n O OA LIMO Ln O to � N PLAN CHECK SET Revisions Date No. Description 11 26 2011 A A560CIATUTAIth 0 06 12 2012 © PL2012-164 11 04 2012 ® PL2012-164 Drawing ROOF PLAN Drawn By: lack Wu Scale: As show Date: 08072012 Drawing No. A2.®4 EAVE VENT , -------------------- COLOR MATCH•EAVE,TYP 4 it LOWER TILE ROOF Q-- �- —r7 M T II II II �C :12 MIN. II s LOWER ROOF #B LOWER ROOF #C 11 BUILD-UP ROOF BUIU)-UP ROOF SPARK ARRECHIMNEY-57ER I 1 I\Ial"'111' of p "' L" 2 ` SLOPE if :12 MIN. ICC: ESR -2287 1A71 O --------- DECORATIVE W. 1. RAIL, TYP. ENCLOSED ATTIC VENTS C LCULATION: 1 ENCL05ED ATTIC AREA: 309 SF -- -- 9 REWIRED NET VENT AREA: �— I 309 SF X I / 150= 297 51 1 _� 1 ENCLOSED ATTIC VENTS CA PROAOE NET VENT AREA: CONTINUOUS EAVE VENT 2 Y4' X 96', 9 51, PER FT. AREA: ( ) ENCLOSED ATTIC AREA: 440 SF 62' X 9 51 OX = 558151 > 297, REWIRED NET VENT AREA: 1 ' 440 SF X I / 150= 423 51 1 PROVIDE NET VENT AREA: �H EAVE VENT (16- X 8'„ 56 51) AREA: = 8X1 448 51 > 423, OK NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect O N gm h aNC"n O OA LIMO Ln O to � N PLAN CHECK SET Revisions Date No. Description 11 26 2011 A A560CIATUTAIth 0 06 12 2012 © PL2012-164 11 04 2012 ® PL2012-164 Drawing ROOF PLAN Drawn By: lack Wu Scale: As show Date: 08072012 Drawing No. A2.®4 I I I I I I 6 I b nBLDG. SIDE ELEVATION �SCALE: 118"=1'-0" 1*14NII 1 ROT -('SIERRA MADRE' EAGLE TLE. COLOR: W. ICC ESR -4650 1 EX MOR CEMENT PLASTER SIADDTH STUCCO, K-25 SADDLEBACK. MFGR: LA SRA STUCCO WALL STONE VENEER, CORONADO EASTERN MOUNTAIN LEDGE / COASTAL BROWN WQE CORONADO STONE PRODUCTS 4 ORANIiE, COLOR: DARK BROWN 5 I I AUIWNUM / FIBERGLASS CUD WOOD VANDOW, MFGR: ANDERSON VANOOWS 6 IGMAGE DOOR, MATERIAL: INSULATED FORETED TEMPERED GLASS, MODEL AVI, MFM AVA14TE COLLEC. 1 ENTRY DOOR, ALUMINUM / FIBERGLASS CUD WOOD WINDOW. MFGR: ANDERSON WINDOWS . e STEEL RAR.. COLOR: QSICEY ECC -44-3, MFGR BENR s REVEAL LINE 10 W. t FENCE IN W. I. GATC,rCGLDR: OSPREY ECC -44-3, MFGR: BEHR 11 ELEVATOR TOWER 12 WOO) FASCIA BOARD, CFADR: MOON VALLEY ECC -44-2, NFGR: BENR 17 COPPER STRIP tt GRANITE, COLOR: BROWN 15 LOUVER MIN. 3 SF Q WWNOOW NUMBER, 'WINDOW INFORMATION SEE SHEET A5.02 © DOOR NUMBER, DOOR INFORMATION SEE SHEET A5.01 EE • EMERGENCY EGRESS TO = TEMPERED CLASS LLOWER LEVEL 0 = GROUND LEVEL BLDG. FRONT ELEVATION ELEVATION SCALE: (1Rm OCCUR) TIP. LME NOTE: VERIFY ALL ELEMENT AND DIMENSION 0 JOB SITE. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect 0 N *k n OW r„ Z � Co Q r4 J N O0 0 $� N a3 PLAN CHECK SET Revisions Date No. Description Drawing Title BLDG. EXTERIOR ELEVATIONS Drawn By: .lack Wu Scale: As show Date: 08072012 Drawing No. A3.01 -------------- .- 41A7 tfie 1 OBLDG. REAR ' SCALE: 1/8"=14-0" I61rW1W-1m-"%INAIIaEn111111 LEGEND I I ROOF -(SIERRA MADRE-EAGLE TILE, COLOR; 1303, ICC: ESR -4660 2 I EXTERIOR CEMENT PLASTER SMOOTH STUCCO, X-25 SADDLEBACK, MrGR: LA 5RA STUCCO ] WALL STONE VNEER, CORONADO EASTERN MOUNTAIN LEDGE / COASTAL BRONN MFGR, CORONADO STONE PRODUCTS 171 GRANITE, COLOR: DARK SROVIN 5 ALUMINUM / FIBERGLASS CLAD WOOD %INDOW, MFGR: ANDERSON WNDOWS 6 GARAGE DOOR, MATERIAL INSULATED TOWED TEMPERED GLASS, MODEL: AN, MFGR: AVANTE COLLECTION J® T ENTRY DOOR, ALUMINUM / FIBERGLASS CLAD %000 VANDOW, MFGR: ANDERSON WIDOWS 6 STEEL RAIL. COLORr 059REY CCC -44-3. MFGR: BEHR 5 REVEAL Luff 10 W. L FENCE W / W I. GAT( COLOR: OSPREY ECC -44-3. MFGR: BENR) ti ELEVATOR TOWER Iz %DCO FASCIA BOARD, C6OR: MOON VALLEY ECC -44-2. MFGR. DEHR ]� I3 COPPER STRIP 14 15 GRANITE COLOR: BRO%tl LOUVER MIN. 3 SF XO %411DC.. ',UMBER, WNDOW INFORMATION SEE SHEET A5.02 O DOOR NUMBER. DOOR INFORUARON SEE SHEET A5 01 EE = EMERGENCY EGRESS TG = TEMPERED GLASS m NOTE: VE Fy ALL ELEMENT AND DIMENSION 0 JOE SME. Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect M O ' N �k M-M n -M � f\ QN o CIl < Na M Z 3 CJ co Ln _ _' c N O O U) tlJ S_i 1 ►M-1 Revisions Date No, Description IT 28 2011 A COUIES aWONa<nml LSIA 01 18 2012 ® OIIN Y a A650GATI011 06 12 2012 ED PL2012-154 11 04 2012 [71 PL2012-164 Drawing Title BLDG. EXTERIOR ELEVATIONS Drawn By: Jack Wu Scale: As show Date: 08 07 2012 Drawing No. A3.02 I ENLARGED BLDG. SIDE ELEVATION (PARTIAL) �SCALE- Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 2 rq N PLAN CHECK SET Revisions Date No. Descdpdon 7777777777-7M BLDG. EXTERIOR ENLARGED ELEVATION (PARTIAL) Drawn By: Jack Wu scale: As show Date: 08 07 2012 Drawing No. NOTE. A3.03 VERY Al S-9MaT AND I nLDC. SECTION �SCALE: 118"-1R-0" lN0.O0JIN YA0OOGIKN [O.YLS Jp5T6 0 R• eA.W w.%J 6A1T Il01.ATICN MUPERYO Q'APOT WNDOW SE SEER A502 NNDW ^. EMU TYPICAL 6RMTE COMTRIZYCH, CG4AW VWWI TYPICAL R4OR / CEILM C0671MIM MEN SY rMM51 WHMU OVER %* 6YP-CRETE PLYVIOOD MOOR SCATMNS (E8' STR.CM& OASW ON 2 %WOOD J2571 PRANM! (SLE STIMVIRAL U1651 ONE LAYM TYPE X. W 6YF, W. ON JOIST CaLIN5 FINISH IS C"fR AL EXTEIIOR 1WI PULL 6TE (COLOR DARK EROWI CON5TRCTIOR FLTYO. SEATMH6 MERE 00" W / 2 x EMS 0 16V4. (PRATE PER STRUCTURAL VA55J -I9 (MAI INSLA717N LAL EXIETIOR WALL STONE PLTYD. SEA1 M96 6 omm Ot:C1.R1 VI/2 x 57UP5 6 b'OL. "AFe PER 5T10Cnm PA%J -1917AN1 INW A7KM LDG. SECTION SCALE: 118" -V -Q" 4 WMATE SAM `01 F ATTIC 10 9 5.0 ----- i -a- 577a7CnRAL FRAM516, WE SRa,CT1RAL OW65.. AL RCGP coN67TaenaH ( LEVe. CENN6 CCt157ACnON A IT M9tLAYIeNT R-,�'FLYYOOP CEa.IlG JO5T5 0 16' Ra. W R•E0 SATT INS.LATIO1 .I SIEATHINS r5M STRIORRAL DW55J ------z � AND TYPE 'X' S'6' 6YP. W. Q TYPICAL INTERIOR MLL C06TRZTIM ON TIE IMDE WDE OF 05T 2X 5TUD5 B W OL. W TYR.")' SW 6YP. ED. ON BOTH SIDE 2ND--- II' -0' ---- E7(iERIGR YW.L 5ReC0 A55DULY -- -------------------- TYPICAL 69AYTE CO67R7CnM =,OIL ER. PI.YWD. SEAT}NNS MERE LYQS(I W / ,RYY x 5TUD3 o Ib'OL. IPRAHe FSe 9716JCTliUL DYvSJ ! PLYKO70 FLOOR SEATIUM (SE: Sn4CTLiW. OP16W MS MR) OWLATION 2 X WOOD J015T, FRAAN6 15M STWI MAL O'GS) J IDSII611.1 .. TTP. aac AonuriRnnI Caum FINW PER OIWEA WNDCYI SEE MET A5O2 YIN DCH 60822.E I IPE mi -N. PJ(THICR WLJ. ORANITE O1 (COLOR, PARK ERONO CMZTM YYD. SEA7HN5 MERE OGO.RI W / 2 x 511)05 o 16bL. FOR STILCTLRAL PW55J M9 MW1 Re"TIOI EXiHt1OR WALT. STONE VENEER NNE TNEAT1ETt R.YPD. SEAT7@G 6*M OCCIR) W /.I x STUDS o bL. 09we PER STMZTL 1 VASS) •u Hatt) IWA ATTON ER MERE OCORI SEE 57701Cnsm DYG5. NP. nLDC. SECTION �SCALE: 118"-1R-0" lN0.O0JIN YA0OOGIKN [O.YLS Jp5T6 0 R• eA.W w.%J 6A1T Il01.ATICN MUPERYO Q'APOT WNDOW SE SEER A502 NNDW ^. EMU TYPICAL 6RMTE COMTRIZYCH, CG4AW VWWI TYPICAL R4OR / CEILM C0671MIM MEN SY rMM51 WHMU OVER %* 6YP-CRETE PLYVIOOD MOOR SCATMNS (E8' STR.CM& OASW ON 2 %WOOD J2571 PRANM! (SLE STIMVIRAL U1651 ONE LAYM TYPE X. W 6YF, W. ON JOIST CaLIN5 FINISH IS C"fR AL EXTEIIOR 1WI PULL 6TE (COLOR DARK EROWI CON5TRCTIOR FLTYO. SEATMH6 MERE 00" W / 2 x EMS 0 16V4. (PRATE PER STRUCTURAL VA55J -I9 (MAI INSLA717N LAL EXIETIOR WALL STONE PLTYD. SEA1 M96 6 omm Ot:C1.R1 VI/2 x 57UP5 6 b'OL. "AFe PER 5T10Cnm PA%J -1917AN1 INW A7KM LDG. SECTION SCALE: 118" -V -Q" 4 WMATE SAM `01 F ATTIC 10 PIER MERE Ocaw 53 STWX.RRA. pfts. NOTE (5TAIRWAY): L ALL 6TARMTS 6VLL IMVE AN WIMA NLM O TWAO RM a' HOT LLd TTWL 1KtlK/t[iE OUW ■■ F11 War 4"mr4k WDC' EARA TLE MUHMAYW LTMOKA 2X M= (0E MAF MIS 5T i eRlatt� 2x rrm JC16fnAPIM PLC sTRICTLYw. TXVS) NnM=KAL CanTRIOION i 0 b' OL.W TnR' X 6T' OYP. ED. d16CA11 OO ZVOW11 YOU 6=W A851MY 7.6EATRHO O*M O=W R/2. SMOo*VO Mt*e Pot STR n A• Ian FWL mno MATMAL"m 6TAIOMY tlTR.L1111N. ' IIAX RL' W MiAN"R WJORAL AT W -W AIM NMO 65e1E OGOIPI � OTNY.IUTN. PtlS 1 KVCRAL ORAS owl C Elm TYR I OR TYI4 P YWW N foo "IOO.OL"III$' bp -Mu. Al -9 wHm6cr. bdw d Su I""a plvM T801•xaiSmi.Muctsxkr aow wcgm "eA h" m ahba d—t., d d Wt Fd 152 TW ad rot gvda 2 W.. mil. F It. h." N 904 l.+wxpaYx"a bwR d dYd 4 M.. 602...1 N Mt To atlxn 6W Y.Yw MO.xJ.ehe�x..aw se:Wnd dwaYn d 2W Mus M.W up. *.a )xrnx uY".a nAx d 001 Y.h (OM m1. rift KQLWALS KMA/Bt+e= ORNTM TIWI&A IIOICO 6E0 W WUHAY0 A OR7dYME NMOL RPL56 A.MMA 0 DTII SM OF M Ml? MHOER MIM DKL LYNN HIM A MTN" OF d4 ROI M MO t1AW=VERTWUY PWH M TALLEST PRTI'AI OF M Md4E AO MA" A W" OF W ATLT SSO YYJI WMa NW TAY IIG1 W Ma W OM M MOST I= "a' M PRaLG TKO X51VW 00TH INNL COMP/ - Fat AT LEMT 65 WN 60 MI M A LLA. TIMI 0 TOT LE00"W1 164 W0m(45 Ma Mm M OLLM raw" R M F%D%L MWM NMOTA Q M"V AL AWM M x6;!56 SML C IW TGC(S210 TO A NAYKM OF 264 WM MMU. EOtl LVLL HAVE A MNKM Rsatb OF Da PGI (025 W. 1 ROLNt K40RSLt1N TO len "T M WLL 60I.11W mritAL In 5M 614L O 1 ------------- 2 .0 KEY PLAN (BLDG. SECTION) SCALE: N.T.S. ORIOItl LAE aYW-NL cnlc. 9-W FAMA"Dt on OTR.CORA. Drew Project SINGLE FAMILY RESIDENTIAL ELEVATOR TOMER 1 577a7CnRAL FRAM516, WE SRa,CT1RAL OW65.. AL RCGP coN67TaenaH ( CA 91765 A IT M9tLAYIeNT R-,�'FLYYOOP PL. EL.•.20'-0' SIEATHINS r5M STRIORRAL DW55J ------z � ON CCN WICNAL 2X Yi= "STAW M 15M 5T MIRAL Ord5J Q TYPICAL INTERIOR MLL C06TRZTIM tr 2X 5TUD5 B W OL. W TYR.")' SW 6YP. ED. ON BOTH SIDE 2ND--- II' -0' ---- M -- -------------------- TYPICAL 69AYTE CO67R7CnM =,OIL ER. Drawing No. — TYPICAL FLOOR / COLM COGnvCTION mmm so RN6H WAWA L' OVER y' 6YP--RETE ! PLYKO70 FLOOR SEATIUM (SE: Sn4CTLiW. OP16W -ON 2 X WOOD J015T, FRAAN6 15M STWI MAL O'GS) J ONE LAYM TYPE W"' 6YP. W. ON 05T aac AonuriRnnI Caum FINW PER OIWEA PIER MERE Ocaw 53 STWX.RRA. pfts. NOTE (5TAIRWAY): L ALL 6TARMTS 6VLL IMVE AN WIMA NLM O TWAO RM a' HOT LLd TTWL 1KtlK/t[iE OUW ■■ F11 War 4"mr4k WDC' EARA TLE MUHMAYW LTMOKA 2X M= (0E MAF MIS 5T i eRlatt� 2x rrm JC16fnAPIM PLC sTRICTLYw. TXVS) NnM=KAL CanTRIOION i 0 b' OL.W TnR' X 6T' OYP. ED. d16CA11 OO ZVOW11 YOU 6=W A851MY 7.6EATRHO O*M O=W R/2. SMOo*VO Mt*e Pot STR n A• Ian FWL mno MATMAL"m 6TAIOMY tlTR.L1111N. ' IIAX RL' W MiAN"R WJORAL AT W -W AIM NMO 65e1E OGOIPI � OTNY.IUTN. PtlS 1 KVCRAL ORAS owl C Elm TYR I OR TYI4 P YWW N foo "IOO.OL"III$' bp -Mu. Al -9 wHm6cr. bdw d Su I""a plvM T801•xaiSmi.Muctsxkr aow wcgm "eA h" m ahba d—t., d d Wt Fd 152 TW ad rot gvda 2 W.. mil. F It. h." N 904 l.+wxpaYx"a bwR d dYd 4 M.. 602...1 N Mt To atlxn 6W Y.Yw MO.xJ.ehe�x..aw se:Wnd dwaYn d 2W Mus M.W up. *.a )xrnx uY".a nAx d 001 Y.h (OM m1. rift KQLWALS KMA/Bt+e= ORNTM TIWI&A IIOICO 6E0 W WUHAY0 A OR7dYME NMOL RPL56 A.MMA 0 DTII SM OF M Ml? MHOER MIM DKL LYNN HIM A MTN" OF d4 ROI M MO t1AW=VERTWUY PWH M TALLEST PRTI'AI OF M Md4E AO MA" A W" OF W ATLT SSO YYJI WMa NW TAY IIG1 W Ma W OM M MOST I= "a' M PRaLG TKO X51VW 00TH INNL COMP/ - Fat AT LEMT 65 WN 60 MI M A LLA. TIMI 0 TOT LE00"W1 164 W0m(45 Ma Mm M OLLM raw" R M F%D%L MWM NMOTA Q M"V AL AWM M x6;!56 SML C IW TGC(S210 TO A NAYKM OF 264 WM MMU. EOtl LVLL HAVE A MNKM Rsatb OF Da PGI (025 W. 1 ROLNt K40RSLt1N TO len "T M WLL 60I.11W mritAL In 5M 614L O 1 ------------- 2 .0 KEY PLAN (BLDG. SECTION) SCALE: N.T.S. ORIOItl LAE aYW-NL cnlc. 9-W FAMA"Dt on OTR.CORA. Drew Project SINGLE FAMILY RESIDENTIAL PIAN CHECK SET Revisions Date No. Desdpdon 11262011 0116 2012 ® C11 11AT11 A650CIATRM BLDG. SECTION ADDRESS 1 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect I M ------z � N Q =3d Scale: As show T"N Date: 08 07 2012 M WO Drawing No. < _ En A4.01 ni N $ N J (n r1 SLI v PIAN CHECK SET Revisions Date No. Desdpdon 11262011 0116 2012 ® C11 11AT11 A650CIATRM BLDG. SECTION 1 1 f -------------' W I � ------z � Drawn By: Jack Wu ------- W Scale: As show Date: 08 07 2012 Drawing No. KEY PLAN (BLDG. SECTION) A4.01 SCALE: N.T.S. Noce: ANO WINDOW SCHEDULE Na. IrK �IVxq '. HE Si' SIL 6LA55 REMARK5 Lf A SIM F1.M.r 4-0' B-0• •EI.. LLEFA 5.155 tEhPERETJ 6L-.55 L2 L 5'1' 4-0' 3-0'•0.. CUFA 6LA55 L3 L • 3'-0' 3'-0' 4'-0 DBL OBBG,RE 6155 tEAAEREJ 611.55 i L4 ' B '3'-0• 4-0' 5-0' h D0..OB5C.RE 6-k% TDI—REP 6LA55 L5 L ! 5'-0' -0' 5.6' GEL OB5C'Aa 6.155 - :b C • 3'-0' 3' 5-h' GEL. CLERA 6.A55 LT 14-0' J- PATIO DOOR H 7-0 .,. _,.. 0-0 ..._._... __.. _ _.._ ___. De.. CI.ERA 6_155 T04°ERED 61155 __._.._._... _. .. _. _._.. ..--ff. 1:2fi 5TRIPPD FRMG .._.._. 1 L :5E FLAM 3-01 DEL. CUDZA 6-A% bl 0 16-0' 74 T'-0' DEL. LLERA 6..155 62 p ;14-0' 5'-0' 4-0 M. CLERA 5-A% 63 I E 5'-0' 3'-0• 4'-o M. CLERA. 5.-59 I9A1w M. M. 05%.'M r�5-WLA55 64 E ; V 0' 2-0' T'-0' DEI.O&5GaRE 6..A55 TDF.R0 6LA55 65 F 3-0' :11, 0-0' DEL. CLERA 6_A55 TDVzgEr 6LA--5 EE 66 a '9'-0' 0'-0' 0-0' DEL. CLERA 6-AS5 TEN°ER© 6LA55 67 b 12-0' 'O'-0' 0-0' Dal.. CLERA 6.155 TEH CRCD 61A65 i g bb H 14-0' 0'-0' 0-0' M- CLL3tA 6.A55 TEM°ERD 6LA-5 6° A 5^' MADS 'O•-0• 0-0' M. CLERA 6-A55 TCN?'R© 6LA-55 I I S-0' 4b •B.. CLEKA 6.155 11 J 4-0' 31-01-21-0 3-0' U99A 6 -ASS K i 55; R.AJ5 O-0' 0-0' DEL. CLERA 51..155 TEM'ERFD 6LAEi AR- M : T -O' 1'1• 0-0' OR.. CLERA 6'_-55 TEN°ERED 6LA65 - _ P 1 ] R 0:0, - ._DEL. LLCitA 6.A'h — TCM"JtID 6LA55 _� _ .0.ERA 6LA59 Ib P i2-0' R-6' 2•i• 20.. CLERA 6_A-% 1 P :4-0' 9'-01 1'4' D51- CLERA 6LAS5 iE1M-0 61A55 10 P i2-0' 6'-0' 1-O' M. LLERA 6LA55 TnyERD 6LA95 I i N 14.6' d1' 1'-O' DEL. CLERA 6.A:5 TEFF'ERLD 6LA55 i' IB' -0• 2-0- 7'-0' DBL. CLERA 6.A65 5 113 -0' 2.O' /1'-61 13• DEL, CLERA 6-A-% T 41' 5'-0' 3'-0• M. CLERA 5.1,55 i EE T Ig -0• 9-0 5-0' •BL OBSCAE 6155 o B —..___�. t 15-0' D-0 O-0' DIM, CLERA 6.155 tEM°ERFD 6LA55 n b _ B 5 0, .._._ 1.11 0'-0' ____--.-.____..._... •BL. CLERA 6.155 TPPET@D 6LA55 • 612 3' e -0 0-0' •N.. LLERA b_A55 T@eRR® 6LA55 SB B H f4-0' 6b' 0 -0 ML VERA 5:A% TEM"ER® 6LA55 A 50 RAt6 B•-0' O'-0' DBI. CLMA 6.A55 MWERCD 6LA15 I EE 1 U 146' 6-0- 21-0 DEL AERA 6.A55 II K S= FLANS 8'-0' 0-0' DBL CLERA 615" S-PERED 4.ASS AR ib -0 6-0 21-0 DBI. CLERA 6.A55 0. - 1 T 4-6 , ]T'T-0' CLERA SLA55 TEt1°ERED 6LA55 T ,1'-6• 9'-0' bb' DBL LLERA 6.155 T�f5=px:lOR�fA� I 1 / r.x FIX FX .6 PI% T6 wX z M P ID 9-0 LEfxJl .'. T6 Ty- R S T U V NINDOA NOTE: I. Mh`llF�_l'.T4R`..!✓!1!2_NW_FF,O]w'T yArG M*JSRE'. KV^OYI O E'e3t6my E6RE55 MATERIAU AL!MKM / FISER61. 65 CLAD POMA. A4 OPENA3.E ARTA OFNCr L ` T+A4 5.1 550. FT CM! rW-CRY FIWS-F1. M BRUTANT Yt� B. A MIWMM CLIM 24' KI6H' 1,.O ]O• NDnI 2. -Z MANFAC IAM W1,100M S-A.L PAVE C A FILL IC16HT W- OYER 44' ABOVE THE F.00R A .ABE. A7ACPED ON-IFIED BY TIE rd:)rNNATIONA. 9. FENESTRATION RA104 CO.NGL AND E • EI�RSENC E6,_.5 SNOYNIS C. M IANCE NTH DE76Y -6 . TD+PERED 6LA55 cALCLUTCM L = II LEV5. 6 . 6RCLN0 I_FVEL t FIX 4. ALL ) IV fi 54A.LEET MTIE PIN]" Au . A mKm FiX 1 REWR='`INr. WA •IMLATFS AINDOVL FF a FAOTIM rMIEV BASM ON ACOJST CAL REPORT AAD ITIS ND POM 2A. 4 5 FRA -145 CONMAC-OR TO VERIFY NANPACILRER5 RO.A5H m Y1INXIN O -DINS AND FIELD R0V5H DINEN51015. g'{I ..___ b. Al PIIIOpA FRAMESTORE FAh7ED NT4 VILCONE - PO_Y15TER COA-1N6• COLOR By ARC4ITECT. IF FIX -7- 91" ------------------------------------------------------_ Tb FI%CYI 3 o J.9 9 9 A B C p E F NDT- Try,_ G T Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect PLAN CHECK SET Revisions Date No. Description Drawing Title WINDOW SCHEDULE Drawn By: Jack Wu Scale: As show Date: 08 07 2012 Drawing No. A5.02 FX FIX —ter h 4 � •FIX � T6 II • h m '4 . 4 Y J Project SINGLE FAMILY RESIDENTIAL ADDRESS 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect PLAN CHECK SET Revisions Date No. Description Drawing Title WINDOW SCHEDULE Drawn By: Jack Wu Scale: As show Date: 08 07 2012 Drawing No. A5.02 DOOR SCHEDULE 2. TOY &ER PORI PER "ER M43ERW 6LA55) L . LCYB2 LEVEL 6 • LEvB. 9. DOM W" BE INSTALLED IN ACCORDANCE R.IMHU6ROVID FF THE MAXFAGTtR815 INSTRUCTIONS. . PACTS FINISHED 4. PLOD WASIRE ALL THE WOR OPUM65 PRIOR TO ro • MOODFABRICATION.NO HOLLCM CORE Yom OD ©- NO. LOCATION O. - CLOSET TYPE WIN HJ6HT THICK FR',W MATERIA. C'COR FIN15H MATERIAL FINISH PINE RATIHNS RENARKS U LCYHR LEVEL TO REAR PATIO -.--_.-.. -- EXTERIOR V-0' -- 7'-0' 1 9/4' AU. FISERMLA95 CLAD /D Ff ALU. / MEEI MLASS O.AfJ ro FP 561 nmx" 50Temu@1 TYPE H — L4 LMR LEVE_ H� TIEATHE2 --_ .---.----..-- LOVCN LL'VE. STOWAGE q, STEMi, SAUU -- --- LO'B2 LEVEL ELEVATIM WNAtAYHE.RH INTERIOR -. 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PITH 72• EXIMOR CB -M 8 ASTER•(H418U ED FROM THE FACE OF 5TLDS) ON THE A.EULDIN611-81.11.15 BATT INSULATION PIASTER MI% 1,4 FOR SCRATCH WAT 1 LB FOR OR" COAT, BY VOLUME Ca4ENT To . NOTE, 5M STRXT. FOR HOOD STUDS � . 5HEM HALL APPLICATIONS. c�S+ -' E RIOR • ICE WEIR RMSTENR POMCOM V 6YPSM BOARD IN LIEU OP SPEI.IPI W HALI.BOARD (GN PULL 51DE AS NLXCATED) - ®- t�t8'4@ATEo IHf®!)N2P� lifiib-6.aAv {�/�7ITY7AL INTERIOR 7 x 4 STUDS a 16'OL. Y97HI TYiE.'X' 52' 6YPSIkI PULL BOAN175 ON BOTH SIDES AW RMI BATT N6iA.ATIM �- �� • U'2 HATER FWSTE NT FREICOM 'G' 6YPftM BOARD IN LIB) OF SPMIPIED KALIWARD (ON WW1.510E AS IWICATED) WWII 4 ROOM (INTERIOR) FIN15H SCHEDULE '-'"^'W FROM H FACE OF STUDS ON INTERIOR 2 x 1' PRO VELD" • Ib' OL. WTI -15 E%TERN S L GEWENT "TER X 44 FOR THE APPROVED EULDINS PAPER N•19 BATT INSULATION "TER MI% 1,4 PCR SCRATCH (AAT 1 HV FOR EtOYi ROOM NAME FLOOR WALLS BASE CEILING GEILINb HEIGHT PAINT COLOR j�(j �7���7���j�Ij�T���('\ COAT, BY vain C&W TO 5AW. I2O0 CEO TABU T201(2)i �IA:A.IFM.a+As.W;�.+DHE LATER 9/0• TYPE' X• 6YP•.AM BOARD EXTERIOR NOIR 5M STRUCT. FOR 01907 STD, / PLTYD. SEAR MAU APFL.ICATIO5. FOYER 1 (•x(,ERµIG1 6YP. 1 A B 11. Va. 6YP. BD 0 SEE SECTION • USE WATER RESISTER PF&ME V 6YMH BOARD IN UO) OF 5FW FiW KALLSOARD (ON WDLL 54DE AS LIVING ROOM PER OFNERA A - OFF WIITE B KITCHEN, PANTRY 12'x17' TILE (CBtMNIC G P FAMLY ROOM PER OMER A B HALL WAY PER OYNTSR A B DINING ROOM p,xCERAJ•fICY A 1 B BATH ROOKS �2'xCERANIGJ E HARDIBAGKER P CERAMIC TILE BEDROOMS PER OYNNER GYP. BD A V 1/2' YD. O'D W.IL. PER Oi%NER 6YP. BD A B 1/2' YID. E EA, 6AT4A&E � GYP. BO E , 5 1 FINISH NOTES h m xax m m nmx m \ / PAIR V -WINS PAIR FOLD D E YOU A JONE COAT PULL. COVERAGE PLAT ACRYLIC PAINT ( OFF MITI ) G. ONE COAT 5EMI-CL•055 EVAN -B- PAINT OVER ONE COAT -S�7�i12€1.....-._... _....._._ P. CERAMIC, TILE PER OY*at CEIUN6 8. CNIE GOAT TILL COVB4A6e FLAT ACRYLIC PAINT. (U6HT KNOCK DOWN FNISH ) D. ONE GOAT 5E-0.6LOS6 ENAI EL PAINT OVER ONE COAT PVA SEALER ( L16H KNOCK DOYON FINISH) 6ARA6E E. ONA1. ONE GOAT FLAT ACRYLIC, PAINT ( OFF - MITE FINISH OVER FULLY TAPED AND MJDOED 6YPW ) Project SINGLE FAMILY RESIDENTIAL ADDRESS _ 23411 RIDGE LINE DR. DIAMOND BAR, CA 91765 Architect PLAN CHECK SET Revisions Date No. Description DOOR SCHEDULE WALL TPYE FINISH SCHEDULE FINISH NOTES Drawn By: Jack Wu Sale: As show Date: 08 07 2012 Drawing No. A5.01 jjlll!:-11111� q iiiff�� iii PROJECT ADDRESS: 23411 RidgeHne Drive Diamond Bar, CA 91765 Mall imlt�� M7=- w WATER CONSERVATION CONCEPT STATEMENT PROJECT SITE. 234 It Ridgoh. 01 Bar, Co PROJECT REFERENCE Y .1103-________..--_.�,__-__.-,.,__. PROJECT LOCATION 23411 Rldgetine Diamond Bar, Co LASIGNER E J K DESIGN 8 ASSOCIATES MAWA MAXIMUM APPLIED WATER ALLOWANCE (ETC) (0.8) (LA) (0.62)= MAWA.EXPRESSED IN GALLONS PER YEAR (ETD) REFERENCE EVAPOTRANSPIRATION ( INCHES PER YEAR) 0.8 ET ADJUSTMENT FACTOR LA THE AREA OF. THE LANDSCAPE SQUARE FOOT}- 0.62 THE CDNWRSICIN FACTOR ( TO ALLONS PER SWARE FOOT) 1. CITY MAXIMUM APPLIED WATER ALLOWANCE (MAWA) OR WATER BUDGET. total Arco to be landscape In square reel (s1.): A--- ETO(51.3) X (0.T XLZDQ7 SQ_/ LA X 0.51 2. ESTIMATED APPLIED WATER USE:(EAWU) B--- E10(51,3) X LOW -F(0.2) X 10355, SO./ LOW HA X 0.62 ;-0.625 = 54396- ad, C--- ETO(51.3) X MEDIUM PF(OA) X X X 0.62 -9-0.625 - X go, /><- D--- EIC(51.SJ X HIGH PF(0B) X1024.SC./ HIGH HA X 0.62 -4-0.625 = 41688 gat./yr E--- P00./WATER PEATURE(SL3)(0.5)X 628 S0./HIGH X C.62 ;-0,615 = 25567 9d./yr. F--- Tata rn E.Iuled ..Pled Water U.. m gan.n. e, rem: 121651 qm./SIT. Thi. is natant -Qtw na.d value cor.viated for tN. hydrazone In Ihi.-City. Told EstFnuled APpled Water Use shaven in E must be equal c, I.- than City Water Budget (MAWA) shaan in A 1, order 1P project to pass F: 121651 GAL/YR < A267326 GAUYR = OK 3. IRRIGATION SCHEDULE Awu4h. s caL� .L tvl! . Afr 4:A•�.r..l P,lxl.r• I -f P. x .m. xv AI � umur%+ roe s rwci : x¢is soapu.s p.rxuu so-so cu s a.oa xu 4. LANDSCAPE IRRIGATION,! DrD SCHEDULE ..v S. MAINTENANCE SCHEDULE w.=- 1- U c: r .xAa er -A .,. 1,cc vxn.a.r w ox..�F Written Water Con.orvetion Statement: W. WKopa da.Ign proud. v.rh .i. 'nriwr .maf rod, wgead, into d tinct hydror.nea .1 tea. Madeata, FYah ip the paah Mna was at. drL iabm rLThe amount al furl ar vto u ik.ihd 1, ata, mid,.M uwd N -W" m.eob-dal - 1111 gr.. used la . dro: VA Iag. apKes. TM irigvlion ayalam uw. lotiba ilv.ud.p�� much d Ua hrkwaq arae Cach hal apmab '^i9o5aa Mrs, M aulomolc eon6d4r .Nh ,aln ahutroN ""I IT i. uaM to df ieniFr irrgotr Ua kMacopa and pw ed .wh d tms . A 3'-D• thick id" d much a uwd to "Wal mdMun h U. -1 Data: 07/30/20 2 _ ',.,.I'd or kZ _ _ t _ _ _ _ _ S32'2'2WT 450.41' PRE -CAST PUT GALVANIZED METAL MESH RIVER ROCK HEAVY DUTY LINER CONC.BASE V/ WATER PROOFING DELIVERY PIPE RESERVOIR WATER SUBMERSIBLE PUMP ELECTRIC CABLE V/ PVC PIPE 90% C13HPRESSED SUBGRADC �A FRONT YARD FOUNTAIN DETIAL FLAGSTONE PAVER PATIO.W/ CONC.BAND PLANTING LEGEND TREE 6YM. O L NAME 20% 612E COMMON NAME W Rerna EXISTING TO REMOVE --1� 48 Miscanthus sinensis'MorningLight' 70% A-75%OK 5Gal EXISTING TO REMAIN 18Phyilostachys Nigra Cyperus papyrus 4 Bo Black Bamboo 03 Papyrus Lagerstroemia indica 0 4'Bo. Crape Myrtle . 2 Hymenosporum flavum Indian Hawthorn 5 Gal Sweet Shade Underground Service Alert Call: TOLL FREE 7-600 227-2600 q KtYou no CONC.WALKWAY W/CONC STEP.PER 617E GRADING SHRUB/ACCENT 6YM. O BOTANICAL NAME 20% 61TM'2E COMMON NAME Rerna 48 Miscanthus sinensis'MorningLight' 70% A-75%OK 5Gal 1-GALLON30% 02 Cyperus papyrus SGaI Papyrus 0 60 Rhophiolepis indica 'Ballerina' 5Gal Indian Hawthorn O32 Hemerocallis hybrid 5Gol DoyLily 38 Bougainvillea 'Rosenka' B 5Gol Bougainvillea Sox Lantana montevi.'White Lightnin pink 1Gal Lantana Sod Festuca arundinacea Tall Fescue Medallion sod ALL TREES TO BE PLANTED WITH COMMERCIAL ROOT BARRIERS 3' DEEP SHREDDED CEDAR BARK TO SPREAD BETWEEN PLANTS ALL GRASS AREA TO BE BORDERED BY 6'CONC.MOWSTRIP, NOTE; REVISE THE LANDSCAPE PLANE TO MEET THE WATER CONSERVATION LANDSCAPEING REQUIREMENT PER ORDINANCE N0.02 (2008) REQUIRED MIX OF PLANT MATERIAL PLANT MATERIAL REQUIRED % ARCHIVED % 24 -INCH 90X 20% iS-GALLON 90% 5 -GALLON 70% A-75%OK 1-GALLON30% FRONT YARD CALCULATION FRONT YARD LANDSCAPE COVERAGE (Min. 80%) TOTAL FRONT YARD 8'184 SF. TOTAL FRONT YARD LANDSCAPE REQUIRED: 2682.SF. TOTAL FRONT YARD LANDSCAPE PROVIDED: 4124.SF. OR 80 %- 60% Roquirmd +OK 12'60.STONE PAVER W/ CONC.BAND INTERLOCKER PAVER W/ CONC.SAND 3'H. MAX.WATER FOUNTAIN W! RIVER ROCK COLOR CONC.DRIVEWAY WJ CONC.BAND EX i' HIGH PLANTER WALL TO BE EMOVEO (E) O SAWw ©La •f, % 11 I AEX WALL i PROPOSED LOWER TO REMAIN 0 EV OR LEVEL O I BASEMENT (BELOW) FLFL GARAGE FF 1151.25 FF 6' 1150. PAD '' g -0" H. W.I. POOL FENCE WITH GATE w ®, � 58 � 1160.08(c NEW RETAINING WALL BE GRADING PLAN r DOE Dm POOL WITH SPA (W/SEPARATkRERMIT) r ® J2uv TR FF N of DIED w w r, ® •�' \� lE 71•. AYEL 91 37'_0' L WRALOGYEP PALER W / calm a4w AL TO YHA y' W B Ii PROPOSED I to TEMPLE GLASS GUARD RAIL WI PILAT','FE8 ` lJ B UI-LOI N G ' (: x ysaSJ_� - yw Ww `W > y, W` ✓/ W WW W W (�aWvnAscy. FF 1 E 77• PAD 1159.41J 9m6. GARAGE A COA Litf �WN, FF 1160.31 I i� N, W W r• a, a ' a, (f) Lav COAST LIMEOAK ( �' Df REVOWD I Ln I _ •. v w W W W W W � W % (f) lav COAST ULE 00k w r,•,,• r• W v. . W o .r .r e,�4, n .r r s IW 4(REVOM11 ; W V w•'•, W W W yr W W V `N.� -F W w W y e W Y !•� W W W W W W W W r(J, m •'� `(f)IDX$LACK WALHU70740 &A& war . r• v •. ✓, '> J,-_ a _ .+' w a w. w r, (AYOTECr!0.7REE) w+•>• W = anya v . W w " .y W r, W w r• r, " v r• ✓.•"W+ -Y-__- - RC7EU TA -E -EJ- � � `•. ,HTDE[UtCEDL wWW VTW^M' • A W o T i i W('Av/ I N, ayJG.l•i! e + + y'`e '+ ,w r• u^tBv. Rr IED r• W y -W. `Aa ✓, W ryRDrfcrm REE) /� (E1P.RcOAsr il Q > TREE) E�A'�y(yf��ry"�.�'T@L, _ f:S'-(•,•:,c�;,ayk ilfia a- (E)SIO pACRD BLACK WALwr •1I� bwytl ZT f � � "i L�Ir, r� -( (EJm•A BRAZU .EFFETE W A � .-grit (PROTECTED rHe / ' ,`� •T.� '° _ a•� ENCLOSE ALL PROTECTED TREES TO BE RETAINED • / `"_- �P`, _ n � BY CHAIN UNK FENCE OR OTH�PROTECTEO BARRIER _ i,.,gr',lEp' wa lwrc /ExtE' WITH A MINIMUM HEIGHT OF FIVE PW AND SHALL BE PLACED AT LEAST FIVE FEST OUTSIDE OF THE DRIP LINE l; ---------------- _ _ O ce ,f ; L ad 2�1,� o�- WW_ I _ O w. m o JK Design & e Associates,lnc. 9 address: 20945 Deiphine Drive walnut, calitomla 91789 tel: 909-698-2877 0 tax; 1,888-880-9412 o Smell: jkde20020gmall.com 4 project name CUSTOM HOUSE 23411 Ridge line Roac Diamond Bar California 91765 property owner dimwlrlg content conceptual landscape design revisions date dewing: JK checked: gists: 07-28.2012 ab rlo: 11013 arrow L -pd 9 i sheet 1 of 1 r � CONCEPTUAL GRADING AND DRAINAGE PLAN -�' 32'2'0"Ff 45' ' (/ , / � / 41 ( /fr/ 461A41X 'I // / / r r / r r r / ` / / / r/°i / g;./ / 1710 (£) NikWALL TO BE EVOWD CONC. WAY ®\\\ 111 ,{\ {{ lJ //! //! !/ �+AEeravOV ♦' jOLO m,-- \ 7 �'AS�v1Ef�dfiFLOW OW)/ /! j n�W r "`a�' 1010 q- \ \ \ \ \ 1 I ! I / 1� % / I l \ \ \ I �F( 11� 25 � i i ! / GARAGE 5r f I I l - L- -�- \x BLDG FF 1160.08 10 7 \ \ \ .'� W 1 I PAO X1150.58 I I �, DBE ' \ \ 40 uou( \\ \� '1 W i I Na ( I I { I %, I I\ NEREMOVED cry "REf 10 \ \ �• i` \ \ J\ M \ I REMOtED. I (\ �J pV rfSi r �' — _�i� asaw 2 R' R \ \ \ \ \ ` \ \ \ \ ✓ rgr \ \ \ I r,_ /EX TREE 70 �ri,B, \ I fr man ✓ ,tda � PAWR,V RriC Uw ` C 012 . \\ \� \P0 E arr _-^{\ (E) ! �2t \\�\5 @ �� \\ \ ' \ BUI -QI G p p \ -i. EX`WEE To \\\ i FF 11 &p.08 +y�� OU \ \ \ '� \v. \ \ \ \t' lJ, BE AfA(OVEO. "' ("' ' 1D N \ \ \ \ ` \ \' �` `\\\� \ PAD 1159.41 "� ! Eo r \ / \ \ \ \ \ \ + x r?rEc ro \ ( \ _ rte I ! `�Jr. !)Jf 7 `\ \ \ rf�\ E 7 9 \,a \ \ `\ Vi ` \ WD. \ GARAGE ' I / E REMOVED. I ( { l ,` "' _ ` � -� \ \ \ \ \ \ \ \ � r, \ � \ \ t �•� \v_ rr, � '� \ + \ \W �vF.c � v IP Ex 2. ` / / Ex TREE E MOVE Td \r+ . ! 2 ------- ''\ \\\ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \ �� �•\" - ".--1 � � � \ � \\\\ \\\\\ \ \ �\\ \ \\\1{11\�\ \ \ \ \i`�1\�\\\\�\\\\\ _ ,�,�-�•y.� \ \ \\ \ \ \\ \ " �\ � '� . ` � \ �• �\ \ \ i { \ \ \ \ \\ 1 \ 1 { 1 � j i i I I I I { I 1 1 � \ \ \ i --- \`-�--•------__ -----.�" — - \ \ .\ \ \. ,•, ` � ...\ •-� ,. \ \ \ \ \ \ \ \\ \ \ \ \ � � ` �� \\\\\\ •���,.```.., \\�\ \\ \ \ \ \\ \ ..- \\\\ 1\\\\\\\ i'i\ 1 i titt,llll IIII I111�{ I I 1 1 { CONSTRUC77ON NOTES GODTECHNICA, ENaNEERS STATEM!NT a OF C1OMPUANCE SCLAE s 1"=10'-0" (V .. (E) at4Rcx (E) saw r 'l (R am COACSTRUCT 12 X 12 CATCH B" I1TH NAY-7RAFFIC ORA IF C3VS7WXr DRAN ALE PFE CONSTRICT SaL BM PER DETARS FBRfAY U WAIN &YEEROWDRAMGEPATTED 80 (XAMIR470 FLOW - 675 BWA C4" ROA, {IV WALNUT, CA 91789 Underground Service AlertAW THUS PLAN HAS BEEN REVIEWED BY: DOW j��CGUIVEMM airE aiD CWTRUCT WAW WALLS, PER SEPARATE PMT LEGEND UMM RX— CONCEPTUAL GRADING AND DRAINAGE PLAN (IN THE CITY OF DIAMOND BAR) qR p�O CDNS7RUCT UK 10'X 14' RP RAP AND CUT'-G1�F' WALL PS MTAU WRENVAS SRT RtlAD / err >p I 0 ) LU>m M RE 9==X ASW OW7RUCT BUd1W WALL., PL•R ARMIECRW PLANS (414.53)–.0V= ELEVATKIN --END Cali: TOLL FREE DER CA �� NO D CAVSi WT 18 X118' CATCH a4W k17N NAY-iRVM GRA 7& AAV FX R471AY BaD.Ga0.4D HEYATKNI ED OF PA� EX AS MMM WLaVI4= ai MY PM SF57EM, BY LEMA-DRAAWARD (14 1171 &W NSD?M PART 0272-D/$ --(53D)--El OwmuR _-----EMM TE 1 -800 �arAw EOtRUCTNT PER DErAE aY C -f. AT= "— SIT GEVATM 422-'41 33 C CAYS7RUCT TRENCH DRAML INTC.,.,r_TOP FS � , S&WACE e,. ___ SIMM OF 10 PR CON57RUCr WATERPROARNO PER ARCHIiE MAL PLAN. OF CURB i Ca67RUCT TWO WORKING DAYS BEFORE YOU DIG 12' X /1' CA 7CH BA9N WM M4MC LRA IE IM —rARy aMD —ZAnM UNE tWW..• ft„ and W Us. CW—OM. roan. wr .:GRAM! BREAK BAG FS ----FM MWACE FF 1 FUIDttihmrN�l� thmr atNG6° Fahgtg ro U. w+tv. M— mid IM arr;F dfa tM wtta e9 hhem �a ---...SILT FENCE �'"—"� PONT SCLAE s 1"=10'-0" (V .. (E) at4Rcx (E) saw r 'l (R am WYMUL .W swix,, ac - 675 BWA C4" ROA, {IV WALNUT, CA 91789 ffm my My SITE ADDRESS— "a airE aiD 23411 RIDE UNE ROAD, DIAMOND BAR mm 15-- UMM RX— CONCEPTUAL GRADING AND DRAINAGE PLAN (IN THE CITY OF DIAMOND BAR) PAM= ar: � CM en IM aao mt & Wa f , 7C MAV= na o -s SRT RtlAD / err >p I 0 ) GRADING GENERAL NOTES 1. AN gredng shill aanp/y With the prodalons of Section 1803 and Appanda J of the Colilomk Bddh9 Coda (2007) and d ornsednmh adapted by the Gly 2. All hAWde grvdhg with stapes h acem of 10% shat! comply WIh the HMslde Management Adhonce ond shay fypkoly not arced 21. 3 No grodhg shad conmence WN a 7 -*9 permit has been Issued by the Ofy of Diamood Sor. 4 All N/ atpa Moo be compacted to not kse than 90 percont of the maximum densRy S Sufficient tach of sol prpafka, hdudhg ecd fleas and spoor stm9ths she# be made during grading cparaHma to verify compliance Wth dsatgn critala The results of such festhg Malf be rporfed h the Pond as -graded report (Prepared by the Applkaw at Ads aq�mmsa), or upon request of the Oty. A mhlmum number of field density tests " to be mods folows a Oro fest hr each tao-faot wAkd lift. b. One fest for each 1000 cubic yards of materld placed. a A suflldent comber of finish slope tests to vert y canpocthn of the dope surlbaa B. No M shill be placed untl nUtpping of vegetation, remove of unsuitable avis, and instillation of subdmkm (it needed) h accepted by the age anglew or mgkvwhq goatogBL 7. No if/ shah be placed unN the placement of erosion control measure far the proubct Is acpfad by the City a The mdarsipmd Chd Engheo hereby states that these pions wra prepared by hka or undo hM supervision and that the plons conform to of pothmt provtdoas of Section 11104 E,,cavatkn ond 0ladhg and FM and Appmdu 4 Gredhng of the Cdihvnla LLMhg Code (2007). Adrm L ROE 40870 117012012 Reghterod Engheor RCF_ Date 9. Approved protective mora rres and tampoary drohags pra4ions shall be provided to protect adlahhg prgoeiks from deposition of matoki or diwrhd Rosa bath donee aid after of phases of eonstnrctAon. la Al olhNe knprevemonfo chair be eorroated to the satlsfaetkn of the City Englow.. 11. Rough Boding catlRcah must be signed by Safe and Cil angheers of record and pprowd by the My hapeclor prior to losuma of Buldhq pmntta t2 Apr cute Mail be obmrwd by the wooming gedogkt drag gmdhg to that any odwrre c nattkns can be recog "rad and coracted 13 Any modUTcaboas of, or Monged h, approved grading plane must be gysoved by five City. U. All graded ago must how dahoge #wale, burns, and oMar dukvap devices grprowd of the rough gvdhg #toga M No rode ar sknlor material greater thm 8' An iliometer wR be placed h the N unless, raanmmdatbns for such placement haw base submitted by the sola ono" and qpm d h advance by the dly. 16. Gns*q operations must be emdretal undo the canthuous observation of the sols wow and/o the ongheerhg pedoot at ram[ 17. Eermilons M slWlty kap and rams' of onsullubta ala must be obaanwd and accepted In adfhg by the ads nigher or mginsohg godoglaf of record prkr to the pkchg of NL M The ads erroipeo and/or wgharig gedoglet of rsco i moot document and accept rou¢h godhq by Pond neat prior to Wpvvd by fps City the final report moat hdude an as -graded geofachnkvt map. 19. The ads anoeno and/or ongherhq geologist of record must mate a thdhg h accordance Wth Seam N of the Los Maslen County &MV Code for the graded alts prior to approve by the My 20. Foundation and or woR mcawfians must be observed and accepted in mithg by the soft eghaer or engheerhg gedoght of record pilar to plocing sled w concrete. 21. A Regdtered CMM Fighew did submit a Oudhq C.ri f cafe to the qty EMhesr no more than tO wokhg dap upon completion of Bad grading operabou CoURwfe d Occupancy shat be Issued vA*t to the City Enghear's gprovd of add Fnghsar's Caffikofe. That graft swat be pprowd by the City before o•cupmcy of buldhgo wO be lowed 22. The Sale and Geology Rport prepared by-- and ahted dro9 became a poi d this grodh9 p,'on and al raommandctlons mnt*bod !hash drill be sb*Uy adhered to 21 A copy of the gralhg permit ale gvrowd grading pima must be h the posseslm of a ropmsble person and ovaAable at the Me at df fkma 14. Find pvc*)g mutt be pprowd before occupancy of buldhgs all be dlowed 21 Them plane haw been rhedred by the My of Olomond Br only for conformance Wth My Standard, compliance aith daWpment condltleu and for general conceptual ppravd of the dohaga and poksay improvements Mn hoaon. No defaled mothemalkd drack vas made for the accuracy It the existing or proposed dtnenelona Chas or grads ahem hdudbg off avisthg ufflUes shown or not dawn. 26. Contractor aid noflNy the City Engbooe oMcs of (909) 839-7710 l rtyroight (48) hours h odwna of btantkn to begh grodhg 27. Contractor aid amply with the Cdlfonk Sfom {peter Best Atmaganmf Fladkes Hcndads and the project's Standard Urban Storm gbfor Mitigation Plan (SUSWt requirements m necessary. 2a Direst oh rooftop runoff to parlous eves 29. SuUldenf test of Nl sate aid he mads d rbq the 5oodhyy to verify that the ad properties comply Wth the deaign .Tkomenta as dafemhed by the Geofeehakoe Enghor hdudhg soft types, shoo strongth parameters and earaspmdhg emit ratghfa M. R -wire tests aid be cmdxted for of public and private roadway here mtatj to kkn01y the mhMum pavement structural section requloments for the slte, udm otherwise not roWked by the Gfy. 31. Type V cemmt Mail be used for a7 concrete work caning h contact Wth Uva ground, udm othershe hdtcofed by the project's sat mghea. 32. Grading and cmeb cfkn actWUn end the hn rflm of equomanf and materials and perathm of heavy gradng eWowt shut be Anited to befeven the hams of 00 a.m. ond 1,00 p.m., Monday through Saturday. Oust t andrna%ye W�South Cant Akand ation ocilvilks shag be Management O6frktRuley 402 � Role 40L the sa REdokned eato and �shd bethe tMused thtoaver posoble. AddlNanoUy, of construction equomant shall be proWy mulled to reduce main levels SUSMP NOTES 1. OVERMW AAD PROVIDE -INE -PRE AND POST DMCPd.E' NT MVWUS AND NPERNOUS AREAS QVIED BY THE PROD DE1fLOFRUNT. - POST DEVELOPMENT IMPERVIOUS AREA: 0.245 AC PERCENT IMPERVIOUS: 16.5 X PERVIOUS AREA : 1.236 AC PERCENT PERVIOUS835 X - PRE -DEVELOPMENT IMPERVh7US AREA: 0.083 AC PERCENT IMPERWOUS 5.6 X PERWOUS AREA : 1,398 AC PERCENT PERVIOUS 94.4 X 2 ANY MOVX477ON 70 THE APPROVED SUSMP PUN MUST BE RE9"TO TO iNE &TY OF DAUM BAR DEPARW WT OF P1RX NORKS 3 A COPY OF 7HE APPROVED SLLSb1P PUN MUST BE M 7HE POSSESM OF A RESPONSIBLE FDM AND AVAILABLE AT THE SITE ALL TRIES. 4. ALL STRUCTURAL BdPS SHALL BE AO'CESSIB1E FOR M %rI7QY AND MAWMVANCE 6 PFNAR 70 CO1lEfEHOaW OF ANY PORK E1TF91V 71E ROAD ROfT OF WAY AND/O<4 CWEC770N 70 (:OUNTY MAINTARM STORM DRAM, AN &KROvICYRMENT PE3LNIr FROM XNSZRUCT70N DIVISION, PERUff SECTION iS REQUIRM (W) 458-3128 & PRiOR TO CMMUNCVMVTOFANY HORK AA1D VS9 RGE 70 A WATERLYkFRS& A PERMIT FROM BOTH THE CALFaRFIA DEPAR ar FISH AIS MW AND U.S ARMY CORPS OF VOWS MAY BE REQIkM Y: I1.T5, a :,cSs:eY. b,h AS 7HE ENGINEER OF THE FROECT, I HAW REV9PHED THE DEVEIOPMENr PLANNING FOR SIM WATER MANACEARENT-A MANUAL FOR 7HE STANDARD LOAN STORM WATER A917CA710V PLAN (2W), AND HAVE PRPOSED RE NOLE IIENTA770N OF THE PERMANENT BEST MWOUST FRiACROE PFS) AFPLUBLE TO EFW71HELY WWZE DE NEGA77W A07S OF RE PRA,ECr'S SM WATER MWFF, THE SELECTED BMPS HR.L BE WIAUED PER DE APPROVED FLANS AND AS RECOWANDED BY 7HE PRODUCT MAMFACn#V AS APPLICABLE ip"IR I -'f• Waal a ', er4t r CONSTRUCTION NOTES 1 C NSMWr 12' X 12' DITCH BASSI Nf1H NOW- TRAFFIC GRA IE COWSMWT DRAINAGE PFFE C NISWOr SOD. BEIN PER DETAILS HEREOF! MAMTAM SHEETFLOW DRAhVAGE PATIM NO COWCENTRAED FLOW COACSi WT RETAIAWO WALLeh PER SEPARATE PERMIT . C W MACT ABN. 10' X 14' RIP RAP AND OUT -OFF WALL PER DETAILS HEREON CONSIRUCT &UM WALL; PER ARCO (LIRE PLANS CAYS)RUCT 18g a 0471CH BASN WN NOW -TRAFFIC Q?A7& AND FILTRADfN SYSIEAS BY LIVRA-DRAWGUARD CAT&! BASW pSER75� PART 0272 -OA OR EMVNBff PER DETAIL ON C-1. B CLWSIRUCT TRENCH DRAiN, 1 CONSTRUCT WA7E1 1G PER ARaVE07URAL PLAN. 11 (xA1151Rucr 12' x 12' wcH BASIN im TRAFFIC &RATE FW" PIE" BIW RM Amm, I 1stRaau tp m�. W 675 BREA CANYON ROAD, 112A fNAIf I b ` GROUTED RIP—RAP NOT To X" RIP -RAP NOTES: CUTOFF 1.) ROCKS FOR WOUIED RP RAP SHALL BE GOOD WAtITY mac r. WBROXFN CONCRETE AImFMt AM RUN ROCI THE 23411 RIDGE UNE ROAD, DIAMOND BAR SMALLEST OMSKIN SHALL DMEED B' 69N. AND, THE LARGEST MENISKIN SHALL NOT DXtEED 12 INCHES, THE LARGEST E.ST L)S ON SHALL HOT EiMEED 4 TWO THE SMALLEST DMETbpH. 2.) THELE SHOULD BE A OW BID OF AT LEAST 2 INCHES BENEATH THE FIST LATER OF ROCK, ALL THE VOIDS BERM THE ROCKS SHALL BE FILLED WIN GROUT. HNOMI& SPACING BEMEEN ROCKS STALL BE Y. 3.) MACE ROM SHALL BE Unn FROM 1/2 TD 2/3 OF TOR MAXWW DILENSON. NOTE: CONCRETE MAY BE SUBSTITUTED FOR THE GROUT. WAVER -/#f" SW QUIT BY ALHAUAW' S1iNCAEO NRI RE NO x4fiPm -070 5 Re CCBAN _. LOWORMWAL M PART ra LEGAL DESCRIP77ON XTY W COS AAR ES, STATE MFMtk ASF RIN THE CM (V WWO � N UM 7M PASS 01 W 78 OF RAPS, N THE WITY REOM OFFICE OF SAD CMM, EARTHWORK CUT_ 4" Cf (ILL 30 CY >FEOAL NATO THE GIAIRFF9 8i0P11 fEtECH ARE FOR POW AND BMW MOSES OFL.Y. THE OOKIBACTM MULL 1ERFY QMW- BS I= TO START OF GRACM BASIS OF BEARING fF70ER IBM OF RIDGE ISE ROAD BENCH MARK SW AND W INER AT THE INTU CTION OF RIDGE LEE ROOD Am nw = ma ASSAIED ELMTKC6 H71147' GEOTECHNICAL O1WtEEI" STATEMENT OF COMPLIANCE THIS PLAN HAS SEEN RLTNEYRD Br. VE SCLAE : 111=101-011 AK PRQ.ECT ' r N leasee, VICINITY MAF ZOM R- 4X0 4.00' 200' -� TOP OF SLOPE SHOWN ON PLAN. IN7ERSECAON OF 2:1 SLOPE WITH UPPER PAD ELEVATION 12" BERM FOR ROUGH GRADED PAD Wr70 MILE LEGEND (4!4.53) -Mb -TING ELEVATION M a"' OF OMICRETE gM MVAC FP _._-_END OF PAVEWIT --(530)--l70178d0 CC7fTW1R IX --- JDn= lO ........_..TDP @LATE a—. PATMIN NK ___JrA T ETEYATIOt ____ SIO STKCAIE FS _.-..ASI f 9REME -----AFY LIE DP -••.- == OF a' PFr _ • HMW 70-..........781, OF an -0-0--XILIGHT LINE ® -GRN RAW FS__-_-,F@ggi SMACE "GRADE BREAK FF I MOR LYVM BAD LY FENCE PONT Underground Service Alert Call: TOLL FREE 1-800 4'22-4133 TWO WORKING DAYS BEFORE YOU DIG t~. Ram -ba, uW tae USA Gina notdlw d), mat ufEua Mbpdha to aN apfv. Over, a -W be Over vlaen prmsel u TM sat aRr. IM seta ww hAmm fan dWhom they,d.Uff. arY or OVA= AW LOT 40 Or W47 Na X= XWV RAR tic OWNER: SXYWEILL INVESTMENT, LLC 39r— 675 BREA CANYON ROAD, 112A E WALNUT, CA 91789 FLANS tEIM FOR DE cur OF 24a0 OAR BFI r HVL. AND RMW P. SITE ADDRESS: Or 17M IM S=,, SFE 2W t FR q eor, 23411 RIDGE UNE ROAD, DIAMOND BAR 41/__ —— CONCEPTUAL GRADING AND sfnae , DRAINAGE PLAN ON THE C17Y OF DIAMOND BAR) i ) Oen! Bn SE Dom cum d earn r . Itr soap wa D -L cep fe�3L immwn=mm-me t OF 2 PROJECT ADDRESS: 23411 Ridgeline Drive Diamond Bar, CA 91765% PROJECT ADDRESS: 23411 Ridgeline Drive Diamond Bar, CA 917 11 '& III's 1 117:1 IRAN 11 91 PROJECT ADDRESS: 23411 Ridgeline Drive Diamond Bar, CA 91765 Skywell Investment LLC 2752 Wagon Train Lane Diamond Bar, CA 91765 Job Site: 23411 Ridgeline Drive Diamond Bar, CA 91765 - ., MIKE PARKER CERTIFIED ARBORIST WE3414A California Arbor Care Inc P.O. Box 746 Chino, CA 91708 909-590-4100 Fax 909-590-4165 December 12, 2012 1. Introduction. 2. Inventory spreadsheet. 3. Site map of trees. 4. Photos of trees 1-40. California Arbor Care Inc P.O. Box 746 Chino, CA 91708 909-590-4100 Fax 909-590-4165 December 12, 2012 I. INTRODUCTION This arborist report of surveyed existing established trees for the Residential development project located at 23411 Ridge Line Drive, Diamond Bar, California 91765 per the requirements of the City of Diamond Bar and for the following purposes: Prepare an inventory and map of trees to be potentially impacted by the project Recommendations for tree protection and mitigation II. INVENTORY METHODS The inventory and report was prepared'irn accordance with the City of Diamond Bar Municipal Code Chapter 22.38 —Tree Preservation and Protection. The inventory was conducted using survey map prepared by Cal land Engineering Inc. showing project and parcel boundaries, contours, and tree canopy locations. Visual Tree Assessment (VTA) was used to inspect trees. Species, diameter, and condition were recorded on trees having a diameter of 8 -inches or greater at breast height (DBH) were inventoried and numbered. Information recorded for each of these trees included tree number, species, DBH, height and condition. In the case of multi -trunk trees, only the DBH of the largest trunk was recorded. Tree condition was rated "good ",,"fair'% "poor", and "dead" with "poor" meaning that that tree was dying due to a variety' of conditions, and "dead" meaning that the tree has died and should be removed. A completion key of tree conditions are on the tree inventory table. This report is limited by: Not all tree defects may be be visible from observation position on the ground. Visual Tree Assessment (VTA) does not include diagnostic testing. III. RESULTS Tree Distribution Natural occurring Canyon Live Oaks are found in scattered clumps along southeast portion and northern sloped portion of project site, along with clusters of native Black Walnut trees. on the northern down hill slope. Introduced species are also found scattered throughout the site that have been planted around the existing house with a concentration of introduced species trees on the eastern border of the lot and the southern frontage of the existing house. They consists of Japanese black pine, Shamel ash Brazilian pepper tree, amber tree, Acacia, Carrotwood, and Melaleuca. Stand Condition Stand conditions are generally good to fair with some trees exhibiting problems related to age, cavities, early signs of rot, broken tops, high amount of dead wood and multiple trunks. Most noticeably, the concentrated foothill pine along the eastern frontage of the existing house are in especially poor condition, severely weakened or dying - most likely due to lack of irrigation. Inventory A Total of Forty (40) trees in the regulated size class (8 -inches DBH and larger) were inventoried and information recorded for each tree included number, species, DBH; height and condition, and listed in the following Tree Inventory Table. Of the total trees marked, 5 of the Japanese black pines (Tree no. 34 — 38) were "dead" and are recommended for removal. Protected Trees Some of the native Canyon Live Oak will be need to be removed by the proposed residential development project. Such removal of protected will follow the requirement per the City of Diamond Bar Municipal Code Chapter 22.38 — Tree Preservation and Protection. IV. TREE REMOVAL & TREE RETENTION PLANS Preservation of some for the protected tree is not feasible and would compromise the property owne'r's reasonable use and enjoyment of property or surrounding land and appropriate mitigation measures will be implemented. A request for removal of protected trees will be submitted to the City of Diamond Bar for the tree removal permit per the requirement of Section 22.38.130 Tree replacement/relocation standards and Section 22.38.140 Tree protection standards. Trees removed will be replaced per guidelines and at the ratios of minimum 2:1 ratio for residential properties less than 20,000 square feet. Residential parcels greater than 20,000 square feet and commercial and industrial properties shall be planted at a minimum 3:1 ratio. The following measures are recommended in order to minimize effects on protected trees during. construction activities. . Trees to be preserved immediately adjacent to the construction area should be protected with a minimum 4 feet high fence placed at least 3 feet outside of the dripline. Care should be taken to not change the grade of the protected trees either by fill or grading. Any proposed grading within the dripline of protected trees will require further site investigation and recommendations by a certified arborist. Trees to be retained at the edge of the construction area should be pruned prior to the start of construction to remove dead wood that might present a safety hazard during construction. Additional pruning of dead wood in 'established' trees should be done in areas where falling limbs could be a human hazard such as along trails in the open space. DEFINITION OF TREE CONDITION RATING Good Fair No trunk or root cavities or injuries present No indication of hollowness Root crown is at or slightly above grade No decay present except for small stubs Strong structure Tapered trunk No fungus evident Below average amount of dead limbs No co -dominant branching No large callused areas, callusing intact No evidence of large scale insect infestation Average growth rate No excessive limb weight Non -nal foliage, tree not suppressed No decay in the root crown and no major decay in the trunk or limbs Small cavities may be present ..No fungus evident Some small to moderate callusing injuries may be present Some suppression or crowded growing conditions present Average amount of dead wood limbs Small cavities may be present Foliage, size, color, and density may vary Poor Significant cavities, dead areas, and decay present Tree structurally defective Decay present in the root crown or base of trunk Fungus bodies present indicating internal decay Dead limbs above normal Co -dominant branching with included bark present Foliage is below average in size and color Pest damage may be present I, �s �o '0 �o �o '0 "a '0 0 0 0 0 0 0 0 CU M CU M (a 0 0 0 0 0 0 0 0 0 0 0 o a o o o o 0 a a) (L) (L) 0 0 0 0 0 Pl�!4 L� - L� L� u- LL ii a. 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U t+) i OG O L' E = ro o fA O c.5 O EL vm O Q m O .J..� c c J;c J c J co m �u ro o� 0 C 0) c C', d m Cfl c Y U) N to m- c en �- "- - a> N N N LL N -' ) Cf U a a) a .c O O) O C A) Y O C C� �.-, ,t O C 'OO o .� C .�' _ � C .,9, � E' J' OO O c -C O C O C •N m C O J..0 J C .N C �' ro M .0 0O •y to Q' UJ N U U Q) r U :O O M d rG LO `,r O C) a U �'_ 'S U 4- �S N a) N -a O =0 -p ': lf) W 'g O ` W O: r r N r Ln CO C O r N a d Q d a r1 Q QO N MZ M a 00 d U a) roZ U a) mZ M C rC0 N a MQ tt) a MQ M m MZ O a) NZ N O m NZ N 1� Ni N CL ti 13, d r z N Q N N N N CL N N C\1 N 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 February 12, 2013, the Diamond Bar Planning Commission will hold a regular session at 7:00 p.m., at City Hall, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. Items for consideration are listed on the attached agenda. I am employed by the City of Diamond Bar. On February 8, 2013, a copy of the agenda of the Regular Meeting of the Diamond Bar Planning Commission 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 February 8, 2013, at Diamond Bar, California. Stella Marquez Community Development Department CDAntelWaffidavitposting.doc