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06/24/2014 PC Agenda
PLANN I ONG AGENDA June 24, 2614 7:00 P.M. City Hall, Windmill Community Room 21810 Copley Drive Diamond Bar, CA 91765 Chairman Vice Chairman Commissioner Commissioner Commissioner Frank Farago Jack Shah Jimmy Lin Ruth Low Peter Pirritano 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. DE0101VID-BARI Please refrain from smoking, eating or The City of Diamond Bar uses recyclea PaPd, drinking in the Auditorium and encourages you to do the same City of [�B[ ~.^«__. Planning CODlmiSS'oD MEETING RULES The meetings of the Diamond Bar Planning commission are open tothe public. A member of the public may address the/CommisiOn �O the subject 0f=one ormore agenda items and/orother items cn which are within the subject matterjurisdiction Otth� Oi8OoOd Ba[ Planning commission. A request to address the commission should be submitted iOwriting atthe public hearing, to the 8eorBte[V of the Commission. As a general rU~' the opportunity for public comments will take place at .the discretion of the Chair. Howe'r. in order to facilitate the meeting, persons who are interested parties for on item may be requested to give th their p[oeeDtat/�O �dthaUO�Ul� '�� is called on the calendar. The Chair may limit individua| public input to five minutes on any item; Or the Chair may limit the total amount of time allocated for public teotiOoOybasedontheUunberVfpeOolereqUegUOgto speak and the business of the commission. Individuals are requested to conduct themselves in a professional and businesslike manner.Comments and questions are welcome so that all points of view are considered prior to the Commission making recommendations tothe staff and City Council - In aCC0[dance V\n State u*"\B'v," Act), all matters to be acted on bv the Commission nVot be posted at least 72 hOUnS prior to the Commission meeting. In CgSe Of emergency or when o subject matter arises subsequent to the posting of the agendm, upon making Ceda/O hnd\OgS` the Commission may act on item that is not onthe posted agenda. Planning Commission meetings are prepared by the Planning Division of Agendas for Diamond eO�' Agendas are available 72 hours prior to the meeting at City the ConnunityDavo|opnentDePa�n\ computer at the contact information Hall and the public library, and may accessed by persona b8\OVV. Every meeting ' ofthe Planning Commission is recorded and, duplicate recordings are available for o nominal charge. ADA REQUIREMENTS Aco�kesanlicroph0neiooVai|ab\oforthogepa[eoOovV�h[nobi|hvi[npmirDentsYvhocgOnotGccesethe /u public speaking area. a The service of the mJrd|eng microphone and sign language interpreter services � 8Vgi�8b|� by giving DD��� �d |8�E� three bUS\n�Se days in advance of the meeting. p|oaae @Dd 7:30 a.m. telephone (SOS)83S-7O3Obe���n 7:30 a.m. and 5'3O p.m., KoOaygThursday, and 4:3Op.0..Friday. HELPFUL CONTACT INFORMATION Co' of Agenda, Rules of the Commission, CDs of Meetings (909)@39-7030 CITY'OF DIAMOND BAR PLANNING COMMISSION Tuesday, June 24, 2014 CALL TO ORDER: 7:00 p.11 Next Resolution No. 2014-15 PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Jimmy Lin, Ruth Low, Peter Pirri I tano, Vice Chairman Jack Shah, Chairman Frank Farago, 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: This is the time and place' for the general public to address the members of the Planning Commission on any item that is within their jurisdiction, allowing the public an opportunity to speak on non-public hearing and non -agenda items. Please complete a Speaker's Card for the recording Secretary (completion of this form is voluntary). There is a five minute maximum time limit when addressing the Planning Commission. 3. APPROVAL OF AGENDA: Chairman 4. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Commission only: 4.1 Minutes of Regular Meeting: June 10, 2014 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): ' 7.1 Development Review No. PL2014-144 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owner are requesting Development Review approval to construct a new single-family residence consisting of 7278 square feet of livable area; a 441 square -foot garage; an 810 square feet of patio and balcony areas; and a 360 square -foot storage room on a 0.31 gross acre (13,330 square -foot) lot. The subject property is zoned Low Medium Residential (RLM) with an underlying General Plan land use designation of Low Residential (RL). JUNE 24, 2014 Project Address: PAGE 2 PLANNING COMMISSION AGENDA 1198 Chisolm Trail . ". Diamond Bar, CA 91,765 Property Owner: Adolfo and Erica Dominguez 3606 Strang Avenue Rosemead, CA 91770 Applicant: Victor Gonzalez 7340 Florence Avenue, Suite 211 Downey, CA 90240 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: Staff recommends that the Planning Commission approve Development Review No. PL 2012-144, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 7.2 Conditional Use Permit No. PL2013-512 — Under the authority of Diamond Bar Municipal Code Section 22.58, the applicant is requesting a Conditional Use Permit to operate a 2,000 square -foot martial arts studio located within a 39,609 square -foot multi -tenant shopping center. The subject property is zoned Community Commercial (C-2) with an underlying General Plan land use designation of General Commercial. Project Address: 20627 Golden Springs Dr., Unit 1 F & G Diamond Bar, CA 91765 Property Owner: Golden Springs Property, LLC 3435 Wilshire Blvd., Unit 2700 Los Angeles, CA 90010 . . Applicant: Sheng-Hoa Wang 13619 Frazier Street Baldwin Park, Ca 91706 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 JUN . E 24, 2014 PAGE 3 PLANNING COMMISSION AGENDA from the provisions of CEQA pursuant to Article 19 under Section 15301(a) (interior alterations involvingsuch things as interior partitions, plumbing, and electrical conveyances) of the CEQA Guidelines.. No further ,. environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Conditional Use Permit No. PL 2013-512, based on the Findings of Fact, and subject to the conditions of approval as listed within the draft resolution. 8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9. STAFF COMMENTS I INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects: 10. SCHEDULE OF FUTURE EVENTS: PARKS AND RECREATION COMMISSION MEETING: CITY COUNCIL MEETING: 4TH OF JULY HOLIDAY: PLANNING COMMISSION MEETING: TRAFFIC AND TRANSPORTATION COMMISSION MEETING: CONCERTS IN THE PARK: Thursday, June 26, 2014 — 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Tuesday, July 1, 2014 — 6:45 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Dr. Diamond Bar, CA 91765 Friday, July 4, 2014 - In observance of the holiday, City offices will be closed. City offices will reopen on Monday, July 7, 2014. Tuesday, July 8, 2014, 7-00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Thursday, July 10, 2014 - 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive Wednesdays, June 18 through August 13, 2014, 6:30 p.m. — 8:00 p.m. JUNE 24, 2014 PAGE 4 PLANNING COMMISSION AGENDA MOVIES IN THE PARK: Wednesdays, June 18 through August 13, 2014, following Concerts in the Park MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION JUNE 107 2014 CALL TO ORDER: Chairman Frank Farago 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: nommm.;T*-Tww*7-11 11 IF Present: Absent: Commissioner Pirritano led the Pledge of Allegiance. Commissioners Jimmy Lin, Ruth Low, Peter Pirritano and Chairman Frank Farago Vice Chairman Jack Shah was excused Also present: Greg Gubman, Community Development Director; Grace Lee, Senior Planner; Josue Espino, Assistant Planner, and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None 3. APPROVAL OF AGENDA: As presented 4. CONSENT CALENDAR: 6.1 Minutes of the April 22, 2014 Regular Meeting. C/Pirritaho, C/Lin seconded, to approve the April 22, 2014, regular meeting minutes as presented.. Motion carried by the following Roll Call vote: AYES: NOES: ABSENT: 5. OLD BUSINESS: 6. NEW BUSINESS: COMMISSIONERS: COMMISSIONERS: COMMISSIONERS: 7. PUBLIC HEARING(S): None None Lin, Low, Pirritano, Chair/Farago None VC/Shah. 7.1 Development Review No. PL2013-465 — Under the authority of Diamond Bar Municipal Code Section 22.48, applicant and property owners requested JUNE 10, 2014 FffiTtT;W .. -, ri 7- " , i k,ll L, T PLANNING COMMISSION Development Review approval to construct a new 9,027 square foot three- level, single family residence with an attached 757 square foot, three -car garage on a 209,524 gross square foot (4.81 gross acres) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). I V_ -7 -from 1948 Flint Rock Road Diamond Bar, CA 91765 Jin-Jie and Hu -Ping Yu 2457 Country Club Drive Glendora, CA 91741 Jack Wu 10410 Lower Azusa Road, Suite 203 El Monte, CA 91731 AP/Espino presented staff's report and recommended Planning Commission approval of Development Review No. PL2013-465, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Lin asked if it was a 100 -year flood plain and AP/Espino responded that staff is not aware that it is a 100 -year flood plain. It was identified only as a blue line stream within the flood hazard area. C/Lih asked if the LA County Flood District had jurisdiction over the flood plain and whether the applicant could someday build over the area and AP/Espino responded no, and stated that there is also a restricted use area on the property which he pointed out using the map. The proposed, development is already at its limit at the rear of the property and there will not be any further structural development beyond the location of the proposed house. C/Lin asked if the Commission was asked to approve the swimming pool tonight or whether the applicant would need to come back to the Commission for further review when the applicant decided to build the swimming pool. AP/Espino explained that the applicant is not required to come back for the swimming pool. The applicant identified the location of a future pool which is located on the site plan and is part of the package under consideration this evening. Chair/Farago opened the public hearing. James Wu, 2440 South Barrington Avenue, Los Angeles, representing the architect., said he was available to answer any questions the Commission might have. JUNE 10, 2014 0 4 r " 0 R A FF T 1�2 PAGE 3 Chair/Farago closed the public hearing. PLANNING COMMISSION C/Low said that in her opinion, this is a very handsome project and she commended the owners and architect for the fine job they did. It is very refreshing to review plans for this structure in its simplicity and modernity as well as the compatibility with which the natural terrain is blended with the lot. C/Low moved, C/Lin seconded, to approve Development Review No. PL2013-465, 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: Lin, Low, Pirritano, Chair/Farago NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Shah PLANNING COMMISSIONER COMMENTS/INFORMATIONAL ITEMS: C/Low thanked staff for the great report which was very thorough and comprehensive* It is great working with the Planning Commission. She stated that she would not be available for the next Planning Commission meeting. C/Pirritano thanked staff for doing such a fine job. STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearinq dates for future proiects. CDD/Gubman stated that the next Planning Commission meeting is scheduled for June 24. There are two items on the agenda, the first�a new home at the end of Chisholm Trail, a cul-de-sac that runs somewhat parallel to Grand Avenue opposite the Target property. There is also a Conditional Use Permit application for a martial arts studio to locate inside the strip center located at the northwesterly corner of Golden Springs and Lemon Avenue. CDD/Gubman reported that on May 30 there was a trustee sale on the Shell Station at Palomino and Diamond Bar Boulevard, and the property is now officially out of the hands of the owner that caused problems for the City. Anabi Oil is the current owner and almost immediately upon closing of the sale they took possession of the site, cleaned up the weeds, are fixing the irrigation and finalizing the construction to begin pumping gas as quickly as possible after which the tenant improvements will be completed for the mini- r',) mr T g�_: � a A r PLANNING COMMISSION market. This new owner is well -funded and they are moving forward with the project. As part of the transaction, Anabi Oil reimbursed the City for its civil suit and receivership legal expenses to the tune of about $150,000. The City is happy that its efforts are being manifested through completion of the project. Secondly, the City Council approved the annual budget last month and as part of the budget, the Council approved a new special fund entitled The General Plan Update Fund and initially appropriated $500,000 into the fund so that staff can embark on a comprehensive General Plan update which will be a two to three year effort based on previous undertakings of this scope and magnitude. The City's General Plan will be 20 years old in 2015 so the time has come for an update which will likely cost upward of $1.2 million to complete the project. This update will set the blueprint for the next 20 years of growth maturity for the City. Staff is excited to move forward and welcomes the role of the City Council, all of the Commissions and stakeholders in the process. CDD/Gubman stated that the City Council adopted an Ordinance in the City's Health and Safety Code the middle of March placing a ban on medical marijuana dispensaries in the City of Diamond Bar. Within the statute of limitations following the filing of the City's Notice of Exemption from CEQA, the Union of Marijuana Patients filed a petition with the Court against the City on the grounds that the City adopted the ban without going through what they believe is the necessary environment review process. The City has completed its mandatory settlement conference as part of the process with no settlement and staff will be preparing its case as this matter moves forward. C/Low asked if there was development on the south end of Diamond Bar Boulevard by the car wash and CDD/Gubman responded that it is the new America's Tire Company which was approved by the Planning Commission shortly before C/Low came on board. C/Low asked for an update of the Ralphs space and CDD/Gubman responded that construction of the tenant improvements will probably commence toward the end of this summer. According to the property owner, the Walmart Neighborhood Market should be open for business around March of 2015. Before the market opens the owner will be doing some site improvements including landscaping, repainting the center, etc. and the timing of the refresh to the center syncs well with the Grand Avenue Beautification Project which will provide the City with a nice looking intersection in less than a year from now. JUNE 10, 2014 ff, - 0 F1 Arl- T PAGE 5 PLANNING COMMISSION 10. SCHEDULE OF FUTURE EVENTS: As listed in tonight's agenda. ADJOURNMENT: With no further business before the Planning Commission Chair/Farago adjourned the regular meeting at 7:19 p.m. The foregoing minutes are hereby approved this 24th day of June, 2014. Attest: Respectfully Submitted, Greg Gubman Community Development Director Frank Farago, Chairman CITY OF DIAMOND BAR - 21810 COPLEY DRIVE -DIAMOND BAR, CA 91765 -TEL. (909) 839-7030 -FAX (909) 861-3117 AGENDA ITEM NUMBER: 7.1 MEETING DATE: Juno 24, 2014 CASE/FILE NUMBER: Development Review No. PL2012-144 PROJECT LOCATION: 1198 ' Chisolm Trail Drive Diamond Bar, CA 91765 (APN 8717-026-013) GENERAL PLAN DESIGNATION: Low Residential (RL,). ZONING DISTRICT: Low Medium Residential (RLM) PROPERTY OWNER: Adolfo and Erica Dominguez 3606 Strang Avenue Rosemead, CA 91770 APPLICANT: Victor Gonzalez 7340 Florence Avenue, Suite 211 Downey, CA 90240 PNT�� The applicant is requesting approval of a Development Review application to construct a new single-family residence consisting of 7,278 square feet of livable area; 441 square -foot garage; 810 square feet of patio and balcony areas; and 360 square -foot storage room on a vacant 0.31 gross acre (13,330 square -foot) lot. Adopt the attached Resolution (Attachment 1) approving Development Review Nd. PL2012-144, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. Th I e project site is located on the northwesterly end of Chisolm Trail Drive where it intersects with Rio Lobos Road. There are no protected trees on site. The project site is located on a 0.31 gross acre (13,330 square -foot) lot. The property is legally described as Lot 14 of Tract No. 37873, and the Assessor's Parcel Number (APN) is 8717-026-013. Project Description The proposed single-family home consists of the following site plan and architectural components: Site Plan The house is situated toward the front of the lot, approximately 21 feet from the front property line. Landscaping is proposed throughout the front and rear yards to enhance the architecture and to create an overall site design that blends in with the neighboring homes and the natural environment to the site. In addition, the applicant is proposing a maximum of five terraced retaining walls, in the rear yard to create a rear pad ranging from 23 to 57 feet in length to comply with the City's development standards for the rear setback. A condition. of approval is included in the resolution requiring all exposed portions of retaining walls to be finished with a stucco application and material or decorative block to match the proposed exterior wall finish of the house. Architecture The proposed four -level house is located at the front of a down sloping portion of the property. The home consists of the following components: 2,215 square -foot upper level consisting of a master bedroom suite, including a master' bedroom, bathroom, and a closet, including a washer and dryer; 1,995 square -foot main (street) level consisting of.:an office, bathroom, kitchen, _pantry, dining room, family room, and entry area; 2,303 square -foot lower level consisting of four bedrooms, bathrooms, and walk-in closets; laundry room; and recreation room; 1,125 square -foot basement level consisting of a 765 square -foot recreation room, bathroom, and closet; and a 360 square -foot storage room; . ® 810 square -feet of patio and balcony areas; and ® 441 square -foot, attached two -car garage. The height of the building is 35', measured from the finished grade to the highest point of the roofline. Development Review No. PL 2012-144 Page 2 of 11 Adjacent Property to South Project Site Vacant Lot to North Aerial View of Project Site ANALYSIS: Review Authority [Diamond Bar Municipal Code (QBMQ Section 22.481 1 The proposed project requires Planning Commission review and approval of a Development Review application. Development Review (DBMC Chapter' 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review (DR) application. Development Review approval is required to ensure Development Review No. PL 2012-144 Page 4 of 11 compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RLM zone: *The rear setback is measured from the rear of the building to tne eage Or ine graaea Pau Wilell LIIU PdU dUULb d UI--bU=IIUIIIY slope. Site and Grading Configuration: The project t site is located on an irregularly shaped property with a descending slope of approximately 29.5% throughout the lot. The applicant is proposing to cut 125 cubic yards of soil and fill 2,009 cubic yards of soil to create split-level buildable pads throughout the property. Therefore, 1,884 cubic yards would have to be imported to the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require between 126 to 189 deliveries. The site is located on undisturbed grade and will be modified to allow for split level pads for the rear yard and proposed residence. A series of five 4 -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard. Development Review No. PL 2012-144 Page 5 of 11 Architectural Features, Colors, and Materials: The architectural style is contemporary with Mediterranean influences. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: • Low pitched, hipped roofs with clay tiles; ® Fagade details such as ledgestone wainscoting; • Articulation through varying building setbacks; • Modest front entrance with square columns; and ® Natural colors used to highlight architectural details. The applicant is using lower roof elements to reduce the overall scale of the building and create articulation along the front elevation. The front porch projects six feet, seven inches from the main building and the office and master bathroom projects four feet, six inches from the main building. In addition, the second floor above the garage is set back five feet from the garage to create additional articulation as seen from the street. Landscaping: Landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front' yard, shrubs—such as French Lavender— surround the driveway and entrance. The walkway is surrounded by Bougainvillea rosenka shrubs. Six 15 -gallon Crape Myrtle trees will be planted along the side property lines to soften the building line and blend in the structure with the site. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. Compliance with Hillside Management Ordinance (DRINK Section 22.229 The proposed project was reviewed for compliance with the City's Hillside 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 35 feet 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, and incorporates the following landform design elements: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; ® Split pads are used to step down the natural slope; Earth tone building materials and color schemes are used that blend in with the natural landscape; Development Review No. PL 2012-144 Page 6 of 11 The project is terraced on five pad levels. From the street view, the building has an appearance of a two-story structure, but the rear of the building steps down to four levels. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Compatibility with Neighborhood The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density, as well as City's development standards, Residential Design Guidelines, and Hillside Management Ordinance. The existing neighborhood was developed between 1984 and 1987 and complies with Los Angeles County development standards that governed the area prior to incorporation. When the recent homes were built in 2004 and 2008, the City's development standards were implemented. The proposed project is compatible with the existing homes in the surrounding neighborhood: Scale and Massing: Although the home is approximately 5,000 square feet larger than the average size of homes in the neighborhood, the proposed home appears to be similar in size from the street since only the upper two levels are seen at street level. The additional two stories step down along the slope and towards the rear of the property. The applicant designed the home to have the majority of the square footage on the street level, and lowered the front porch in order to reduce its overall scale. The massing of the building is softened by recessing the garage farther behind the street and setting the upper story section of the home approximately 28 feet behind the required front setback. The garage, front porch, and the projection of the office and master bathroom—located at the front of the building—include lower roof elements that help reduce the overall scale of building. In addition, the placement of windows break up the massing of the house through articulation of exterior wall surfaces, which results in a less massive building form. Therefore, the proposed home is less imposing than the recently constructed homes in the area due to the manner in which the square footage of the new home is distributed and will not overwhelm the streetscape and the surroundings from a human scale. Front Setback- The proposed front setback is 21 feet from the front property line providing slightly more than the minimum 20 feet required by the Development Code. The average front setback for the homes in the neighborhood is approximately 15 feet'. The homes that were approved with the nonconforming front setbacks were all approved under the County's jurisdiction; these homes are classified as legal nonconforming, or "grandfathered" under the defunct Los Angeles County development standards. The recent homes built in 2004 and 2008 provide a greater distance than what is required by the City's Development Code. Additionally, although the size of the proposed home is larger than the existing homes in the neighborhood, the distance from the proposed building to the front property line is farther than the recently built homes built when the tract was developed. Development Review No. PL 2012-144 Page 7 of 11 Homes within 500 -foot Radius of the Project Site Address Square -Footage of Livable Area Front Setback Year Home Was Built 1182 Chisolm Trail 2,645 10.5 1984 1184 Chisolm Trail 2,078 11.5 1984 1186 Chisolm Trail 2,089 12.5 1984 1188 Chisolm Trail 1,801 11.5 1984 1190 Chisolm Trail 2,078 10 1984 1192 Chisolm Trail 3,196 14 1984 1194 Chisolm Trail"' 3,434 40 2004 1196 Chisolm Trail* 2,604 22 2008 1191 Chisolm Trail 2,089 16 1985 1189 Chisolm Trail 1,504 14.5 1984 1187 Chisolm Trail 2,089 13 1984 1185 Chisolm Trail 2,078 11 1984 1183 Chisolm Trail 2,078 13 1984 22803 Rio Lobos 2,267 15 1985 22805 Rio Lobos 2,089 21 1985 22811 Rio Lobos 2,078 18 1985 22815 Rio Lobos 2,078 14.5 1986 22821 Rio Lobos 2,078 18 1986 22825 Rio Lobos 2,089 17 1986 22831 Rio Lobos 2,322 22.5 1986 22806 Rio Lobos 2,641 7 1985 22812 Rio Lobos 2,267 10 1987 22816 Rio Lobos 2,089 7 1985 22822 Rio Lobos 2,078 7.5 1986 22826 Rio Lobos 2,078 8.5 1985 22832 Rio Lobos 2,089 13.5 1985 22903 True Grit 2,089 24 1986 22901 True Grit 2,078 13 1986 Avera ge 2,220 14.9 * Projects constructed after City's incorporation Architectural Compatibility: The project is designed to be architecturally compatible with the recently built homes in the neighborhood, incorporating similar hipped roof, clay roof tiles, stucco, stone veneer, and metal railings. Visual Impacts from Grand Avenue: Although the proposed home is located along the ridgeline, the building is proposed to be set back between 23 to 57 feet from the edge of the buildable pad. The rear of the recent home built in 2004 is visible from Grand Avenue and appears to be massive and has an overbearing presence on the ridgeline due to the lesser distance from the building to the edge of the building pad. Although Development Review No. PL 2012-144 Page 8. of 11 the rear of the proposed home is four levels, the building will be screened from Grand Avenue with existing mature trees located on the, slopes along Grand Avenue. In addition, the portions of the home that can potentially be seen from Grand Avenue are the side of the roof of the house and the stairs leading to the rear pad. Therefore, staff does not foresee any negative visual impacts of the proposed home from Grand Avenue. View from Grand Avenue and Lavender Drive In addition, the project also incorporates the principles of the City's Residential Design Guidelines as follows: The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in the neighborhood; A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; ® Elevations are treated with detailed architectural elements; Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as hipped roofs; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; Development Review No. PL 2012-144 Page 9 of 11 ® Large wall expanses without windows or doors are avoided; 0 The exterior finish materials and colors blend with the natural environment; Landscaping is used to emphasize and highlight focal points such as gardens, patios and walkways; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. Potential Floor Plan Issues Staff has concerns with bathrooms being proposed for every new bedroom, the separate entrance to the recreation room at the basement level, and a full bathroom in the recreation room because it could facilitate conversion into a boarding house where bedrooms and other portions of the property are rented under two or more separate agreements. Although such uses are prohibited in the RLM zoning district, staff included a condition of approval requiring a deed restriction to be recorded with the County of Los Angeles to give future purchasers of the property an actual notice of the limitations on the use of the property. Additional Review The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. On June 12, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On June 13, 2014, the notice was published in the San Gabriel Valley Tribune and Inland Valley Daily Bulletin newspapers. A notice display board was, posted at the site, and a copy, of the notice was posted at the City's three designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions -of CEQA pursuant to the provisions of Article 19 Development Review No. PL 2012-144 Page 10 of 11 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: M.,11 R ing" UA plt& a r • Oatnner Attachments: Reviewed by: Gra Le! Senior Planner 1. Draft Resolution No. 2014 -XX and Standard Conditions of Approval 2. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans 3. Color and Material Board Development Review No. PL 2012-144 Page 11 of 11 PLANNING- COMMISSION RESOLUTION NO. 2014 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL 2012-144 TO . CONSTRUCT A NEW FOUR -LEVEL, SINGLE-FAMILY RESIDENCE CONSISTING OF 7,278 SQUARE FEET OF LIVABLE AREA; 441 SQUARE -FOOT GARAGE; 810 SQUARE FEET OF PATIO AND BALCONY AREAS; AND 360 SQUARE -FOOT STORAGE ROOM ON A VACANT 0.31 GROSS ACRE (13,330 SQUARE -FOOT) LOT LOCATED AT 1198.. CHISOLM TRAIL DRIVE, DIAMOND BAR, .CA 91765 (APN 8717-0216-013). A. RECITALS The property owners, Adolfo and Erica Dominguez, and applicant, Victor Gonzalez, filed an application for Development Review No. PL2012-144 to construct a new single-family residence consisting of 7,240 square feet of livable area; 441 'square -foot garage; 810 square feet of patio and balcony areas; and 360 square -foot storage room on a vacant 0.31 gross acre (13,330 square -foot) lot located at 1198 Chisolm Trail Drive, 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 comprises one parcel totaling 13,330 gross square feet (0.31 gross acres). it is located in the Low Medium Residential (RLM) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 14 of Tract 37873. The Assessor's Parcel Number is 8717-026-013. 4. On June 13, 2014, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley Daily Bulletin newspapers. On June 13, 2014, public notices were posted at the City's designated community posting sites. On June* 12, 2014, public hearing notices were mailed to property owners within a 1,000 - foot radius of the Project site. In addition to the published' and mailed notices, the project site was posted with a display board and the notice was posted at three other locations within the project vicinity. 5. On June 24, 2014, 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. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1 The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. Therefore, no further environmental review is required. B. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBMC Section 22.48..040) 1. The design and layout of the proposed development is consistent with' the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments): The design and layout of the proposed single-family residence 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 Development Review No. PL 2012-144 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards: The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single4amily homes. In addition, no protected trees exist on the property. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and minimum number of required off- street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan: The new single-family home is designed to be compatible with the recently built homes in the neighborhood. The proposed architectural style is contemporary with Mediterranean influences, such as hipped roofs, clay roof tiles, stucco and stone veneer. Additionally, the proposed home will have similar colors and materials with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density, as well as City's development standards, Residential Design Guidelines, and Hillside Management Ordinance. The tract was developed between 1984 and 1987 and complied with Los Angeles County development standards. When the more recent homes were built, the City's development standards were implemented. The proposed project is compatible with the existing homes in the surrounding neighborhood due to the following reasons: Scale and Massing: Although the home is approximately 5,000 square feet larger than the average size of homes in the neighborhood, the proposed home appears to be similar in size 3 Development Review No, PL 2012-144 from the street since only the upper two levels are seen at street level. The additional two stories step down along the slope and towards the rear of the property. The applicant designed the home to have the majority of the square footage on the street level, and lowered the front porch in order to reduce its overall scale. The massing of the building is softened by recessing the garage farther behind the street and setting the upper story section of the home approximately 28 feet behind the required front setback. The garage, front porch, and the projection of the office and master bathroom—located at the front of the building—include lower roof elements that help reduce the overall scale of building. In addition, the placement of windows break up the massing of the house through articulation of exterior wall surfaces, which results in a less massive building form. Therefore, the proposed home is less imposing than the recently constructed homes in the area due to the manner in which the square footage of the new home is distributed and will not overwhelm the streetscape and the surroundings from a human scale; Front Setback: The proposed front setback is 21 feet from the front property line providing slightly more than the minimum 20 feet required by the Development Code. The average front setback for the homes in the neighborhood is approximately 15 feet. The homes that were approved with the nonconforming front setbacks were all approved under the County's jurisdiction; these homes are classified as legal nonconforming, or "grandfathered" under the defunct Los Angeles County development standards. The recent homes built in 2004 and 2008 provide a greater distance than what is required by the City's Development Code. Additionally, although the size of the proposed home is larger than the existing homes in the neighborhood, the distance from the proposed building to the front property line is farther than the recently built homes built when the tract was developed, Architectural Compptibility., The project is designed to be architecturally compatible with the recently built homes in the neighborhood, incorporating similar hipped roof, clay roof tiles, stucco, stone veneer, and metal railings; and Visual Impacts from Grand Avenue: Although the proposed . home is located along the ridgeline, the building is proposed to be set back between 23 to 57 feet from the edge of the buildable 4 Development Review No. PL 2012-144 pad. The rear, of the recent home built in 2004 is visible from Grand Avenue I and appear to be massive and has an overbearing presence on the ridgeline due to the lesser distance from the building to the edge of the building pad. Although the rear of the proposed home is four levels, the building will be screened from Grand Avenue with existing mature trees located on the slopes along Grand Avenue. Additionally, the portions of the home that can potentially be seen from Grand Avenue are the side of the roof of the house and the stairs leading to the rear pad. Therefore, staff does not foresee any negative visual impacts of the proposed home from Grand Avenue. 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 contemporary with Mediterranean influences. Modest building elements have been achieved through the utilization of similar architectural features and building materials. Earth tone shades for the exterior finish are used to softenthe building's visual impact and assist in preserving the hillside's aesthetic value. Also, landscaping is integrated into the site to complement the streetscape in order to maintain a desirable environment 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity: Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and- Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA): 5 Development Review No. PL 2012-144 The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted, by the Diamond Bar Municipal Code or applicable state or federal law; 2. Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing; 3. All exposed portions of retaining walls shall be finished with a stucco application an ' d material or decorative block to match the proposed exterior wall finish of the house; 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance; and 5. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owners, Adolfo and Erica Dominguez, 3606 Strang Ave., Rosemead, CA 91770; and applicant, Victor Gonzalez, 7340 Florence Ave, Suite 211, Downey, CA, 90240. 6 Development Review No. PL 2012-144 APPROVED AND ADOPTED THIS 24TH DAY OF JUNE 2014, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. A -O Frank Farago, Chairman 1, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 24th day of. June, 2014, by the following- vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 7 Development Review No PL 2012-144 COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS USE PERMITS," COMM ERC IAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2012-144 SUBJECT: To construct a new single-family residence consisting of 7,278 square feet of livable area; 441 square -foot garage; 810 square feet of patio and balcony areas; and 360 square - foot staragd-room. PROPERTY Adolfo and Erica Dominguez OWNER(S): 3606 Strang Avenue Rosemead, CA 91770 APPLICANT: Victor Gonzalez 7340 Florence Avenue, Suite 211 Downey, CA 90240 LOCATION: 1198 Chisolm Trail Drive, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: , A. GENERAL REQUIREMENTS 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. PL 2012-144 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: 8 Planning Commission Resolution No. 2014 -XX (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2019-144, at the City of Diamond Bar Community Development Department, an affidavit stating that the applicant/owner is 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, 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. 2014 -XX, Standard Conditions, and all environmental mitigations shall be. included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site, grading and architectural plans incorporating all Conditions of Approval — if applicable — 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 Planning Commission Resolution No. 2014 -XX 9. All site, grading, landscape/irrigation, roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.) or approved use has commenced, whichever comes first. 10. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 11. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. B. FEES/DEPOSITS 1 Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, Public Works Department and Mitigation Monitoring)' at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School -fees as required shall be paid prior to the issuance of building perm ' it. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2012-144 expires within two years from the date of approval if the use has not been exercised as defined pursuant to Diamond Bar Municipal Code (DBMC) Section 22.66.050(b)(1). In accordance with DBMC *Section 22.60.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the Fee Schedule in effect at the time of submittal. D. SITE DEVELOPMENT 1. This approval is for the site plan, elevations and exterior materials for the construction of a new single-family residence consisting of 7,240 square feet of livable area; 441 square -foot garage; 810 square feet of patio and balcony areas; and 360 square -foot storage room at 1198 10 Planning Commission Resolution No. 2014 -XX Chisolm Trail Drive, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance ,with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the ,plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection, is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non-complibnce with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non- compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on *file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view. and adequately screened through the use of a combination of concrete or 11 Planning Commission Resolution No. 2014 -XX masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All. landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a -condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportaidon, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. - 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. Applicant shall follow special requirements as required by the City Engineer for construction in a Restricted Use Area. No portion of the habitable structure shall be located in the Restricted Use Area and a Covenant and Agreement to construct in a Restricted Use Area shall be recorded and returned to the City prior to the issuance of any grading or retaining wall permits. 12 Planning Commission Resolution No. 2014 -XX 2. An Erosion Control Plan shall be submitted concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction.. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. For construction activity which disturbs one acre or greater soil a Storm Water Pollution Prevention Plan (SWPPP) will be needed. Please refer to City handouts. 3. The applicant shall comply with Low` Impact Development (LID) requirements to the satisfaction of the City Engineer. The LID Plan will be required to comply with the 2012 MS4 Permit. 4. Grading and construction activities and the transportation of equipment and materials and operation of 'heavy grading. equipment shall be limited to between the hours of 7:00 a.m. and 5:00 p.m., Monday through Saturday. Dust generated by grading and construction activities shall be reduced by watering the soil prior to and during the activities and in accordance with South Coast Air Quality Management District Rule 402 and Rule 403. Reclaimed water shall be used whenever possible. 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 City Code Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 13 Planning Commission Resolution No. 2014 -XX 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 6 foot -high chain link fence. All access points in the defense shall be locked whenever the construction site is not supervised. 7. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 8. The maximum grade of driveways serving building pad areas shall be 20 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 9. All slopes snall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion. control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. 10. Prior to the issuance of building permits, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to commencing grading operations. 11. Rough grade certifications by project soils and civil engineers shall be submitted prior to issuance of building permits for the foundation of the residential structure. Retaining wall permits may be issued without a rough grade certificate. 12. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 14 Planning Commission Resolution No. 2014 -XX 1 Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. D. OFF-SITE STREET IMPROVEMENTS 1. Applicant shall construct a five-foot wide sidewalk (the length of the subject property's frontage) behind the existing curb and a new driveway approach in accordance with current American Public Works Association (APWA) standards. All public improvement shall be approved by the City Engineer, constructed with an encroachment permit and completed prior to final inspection/certificate of occupancy issuance. 2. Prior to the issuance of.any permits, the applicant shall provide written permission to the satisfaction of the City from any property owners which will be affected by public right of way improvements including utility companies. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1 At the time of plan check submittal, plans and construction shall conform to current State and Local Building Code (i.e. 2013 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect. 2. Provisions for CALGreen shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CALGreen Code. 3. Only one single family dwelling per CBC 202 is allowed on this property unless specifically approved otherwise. 15 Planning Commission Resolution No. 2014 -XX B. PLAN CHECK — ITEMS TO BE ADDRESSED PRIOR TO PLAN APPROVAL 1 The minimum design load for wind in this area is 110 M.P. H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(0). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 5. "Separate permits are required for retaining walls and other detached structures" and shall be noted on plans. 6. All balconies shall be designed for 60lb/ft live load. 7. All easements shall be shown on the site plan. 8. Fire Department approval shall be required. Contact the -Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. C. Eaves shall be protected. d. Exterior construction shall be one-hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix 13105.1. 16 Planning Commission Resolution No. 2014 -XX 9. All retaining walls shall be separately submitted to the Building & Safety and Public Works/Engineering Departments for review and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 11. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 12. A sewer ejector pump and backflow preventer is required to convey sewage to the sewer/street. 13. Adjacent retaining walls shall be designed for surcharges. 14. The two separate recreation areas (35'x18' total) on the lowest level shall remain open and unobstructed for at least 50% of the wall area. 15. The storage room sized at 19'x18' at the lowest level shall not be used for habitable purposes. 1,11trelti-A 21TH 1. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 2. Prior to building permit issuance, all school. district fees shall be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 3. Submit grading plans clearly showing all finish elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. 4. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 5. All workers on the job shall be covered by workman's compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. - 17 Planning Commission Resolution No. 2014 -XX D. Construction — Conditions required during construction: 1. Fire sprinklers are required for new single family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 2. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The. buildings shall be inspected for compliance prior to occupancy. 3. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred -eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 4. Construction activities causing the operation of 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. 5. The project shall be protected by a construction fence to the satisfaction of the Building Official. All fencing shall be view obstructing with opaque surfaces. 6. All structures and property shall be -maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 7. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 8. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 9. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 18 Planning Commission Resolution No. 2014 -XX 10. The location of property lines and building pad may require a survey to be determined. by the building inspection during foundation and/or frame inspection. 11. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.diqalert.org. 12. Any changes or deviation from approved plans during the course of construction shall be approved by the City prior to proceeding with any work. 13. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 14. Carbon monoxide detectors are required in halls leading to sleeping rooms per CRC R315. 15. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 16. Decks, roofs, exterior sita areas with a drop of over 30", and other flat surfaces shall slope at least 1/4"/ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 17. Special inspections and structural observation will be required in conformance to CBC 1704 to 1709. 18. Bodies of water that are greater than 18" in depth shall have the required barriers to prevent unintentional access per CBC 3904.4. 19. Site retaining walls are required to be surveyed staked and verified to match distance to property line as indicated on plans. 20. Caissons shall be certified by the geotechnical engineer and provided to Building and Safety and Public Works. 19 Planning Commission Resolution No. 2014 -XX 21. All landscaping shall be installed per the landscape plans prior to finalization of inspections. No release of utilities shall be authorized without completion of the entire project to the satisfaction of Building & Safety. AM 20 Planning Commission Resolution No. 2014 -XX (2011 GREEN BUILDING CODE) Storm Water PollWon Control Requirements for ConsbucttonActivities Minimum Water QuaOty protection Requirements for All Development Construction Projecla Certification Statement Tholhilowing notes shallbelncorporatedinthe approved set ofconsWctlonlgradingsplans and represent the minimum standards of good housekeep/ng which must be implemented on o6 construction projects. CONSTRUCDONMEANS CONSMWnt4C"ING,GRADINGDROMVATIONTHATRESULTINS01LDIsnRmNCE CONSmUCRONINCLUDESSTRUCnlftETEARDOWN(DEMOLm0N.9110 SNOTWCLUDEROUTWEMAINTENANCETO LN e1TAlN ORIGINAL UNEAND ORADE,HYDRAUIIC CAPAGTY.OR ORIGIN4L PURPOSE OF FACILRY;B.�RGENCY CONSTRUCn0NACTNMES REQUIRED TO WMEOIATELYPROTECTPUBtIOWALTHAND S4FETY:INTERIOR REMODELING WITH NO OUTSIDE EXPOSURE OFCONSTRUCTiON M4TERWLORCONSTRUCI ON WASTETOS ORM WATER: MECHANICAL PERAOTWOK-011 SIGN PERMITWORK(ORDER NuD1.19T,NPOES PERMIT No. CABDO4001-PART ERIE-INmONS) 1, Eroded sediments and other pollutants must be retained on site and may not be transported from the site via street flow, svleles, area drain, natural drainage coumes or wind. 2: Stockpiles of earth and other construction related materials must be protected from being transported from the site by the forces of wind or water. 3: Fuels, oils, solvents, and other toxic materials must be stored in accordance'wlth their listing and are not to contaminate the soil and surface waters. AO approved storage containers aro to be protected from the weather. Spdis must be cleaned up Immediately and disposed of in a proper manner. Spills may not be washed Into the drainage system. 4: Non•stormwaternmofffromequipmentandvehldewashingandanyotheractivityshall be contained of the project site. 6: Excess or waste concrete may not be washed Into the public way or any other drainage system. Provisions shall be made to retain concrete washes on site until they can be disposed of as Solid waste. 6- Trash and construction related solid wastes must be deposited Into a covered receptacle to prevent contamination of rainwater and dispersal by Wind. 7: Sediments and other materials may not be tracked from the site by vehlcle traffic. The construction enhance roadways must be stabilized so as to Inhibit sedimenta from being deposited Into the public way, Accidental deposhions must be swept up Immedlately and may not be washed down by min or other means. 8: Retention basins of sufficient size shall be provided to retain storm water runoff on-site and shall be property collect all tributary site runoff. 9- Where retention of storm water runoff on site is not feasible due to site constnft,runoff may be conveyed to the street and the storm drain system provided that an approved filtering system is Installed and maintained on-site during the construction duration. RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST: Comply With all encircled Items. 1. Concrete strength: 2,500 p.s.i. Q 28 days. Use type II or V cement. 2 Steel reinforcement: Grade 40, deformed. 3. Anchor bolts: A-307. 4. Lumber. Use Douglas Rr Lerch No. 2 or better unless otherwise noted on framing plans. 5. Provide a minimum of 100 ampere electrical service panel with 112" diameter 20' long mbar for backup War ground bonded to cold water pipe. Please contact Edison for meter location and underground service If required. 6. Provide a minimum of 3" diameter sewer/dmh line With 2% min. slope 7. Receptacle outlets shall be spaced Q 12' o.c. maximmum and shall be located within 6' of door opening (e.g.closet doom, etc). Also every Z orwider of walls. Outlets also re- quired for counter tops Q 4' o.c. and within 2 feet of ends or breaks or counters, NEC. B. Provide outdoor receptacle outlet with weatherproof cover and ground fault circuit interrupter (GFCI) at front and rear of dwelling unit -NEC Section 210.52(e), 9. Shower wall shall be finished to a minimum height of 70" above drain with moisture - resistive file or approved equal. 10. Provide hard wired and Interconnected smoke detedorwdh battery back-up adjacent to and Inside bedrooms. Battery operated Is acceptable N existing areas. (UBC Section 310.4) 11. Provided healing to produce the required minimum room temperature of 68 degree Fahrenheit aft above floor level. Show location, size and other required specs an piens. Also, undercut door for non -ducted heating system for warm airdroulation, 12. Use 24 minimum studs for plumbing walls. 13. Control velve for shower and tub -shower shall be otiha pressure balance or themoslelic mixing valve type, Sec. 420 UPC. 14. Maximum flaw rate standards set by the California Energy Commission. Water Closets: 1.6 OPF Showedreards: 2.5 GPM Laundry Faucets: 2.2 GPM Sink Faucets: 22 GPM 15, Access panel (12"X121 required for tub trap slip joint or use non -slip (Welded) joint, 18. Use 2.15# felt backing when stucco Is applied over plywood, UBC Sec. 2501.4. 17. All work shall comply With the following codes including local amendments. 2010 Los Angeles County Budding Code 2010 California Mechanical Code 2010 California Plumbing Code 2010 California Electrical Code 2010 California Fre Code 2008 California Energy Code 18. Not on plans: Bathroom receptacles shad be served by dedicated 20 amp. circuits - NEC Section 210.52(d) 19. Note on plan: "All Brach circuits that supply 125 Volt, single phase, 15 & 20 Ampere receptacle outlets Installed In bedrooms shall be protected by an arc -fault circuit Interrupter(s) - NEC Section 210.12(b) 20. Contractor shall post the Installation Certificate (CF -6R) form and Installation Certificate (IC -1) form in a conspicuous location or kept With plans and made available to the Inspector. 21. Contractor shall provide copies of the CF -1 R, MF -1 R, CF -6R, and IC -1 forms to the building owner. PROJECT CONSULTANTS I PROJECT DATA ( SHEET INDEX STRUCTURAL ENGINEER: A & E DESIGN OSCAR CARVAJAL 723 N CLAUDINA ST. ANAHEIM, CA 92805 (714)908.0651 ENERGY CALCS. & MECHANICAL: RAYMONDZHONG 2416 W. VALLEY BLVD. ALHAMBRA, GA. 91803 (626) 2898808 FAX. (626) 2894913 SOILS ENGINEER: ENVIRONMENTAL GEOTECHNOLOGY LAB.INC. 11819 GOLDRING RD. UNIT A ARCADIA, CA. 91006 (626)263.358B GRADING ENGINEER: LANDEVELOPMENT ENGINEERING (EDUARDO VILLARRUEL) 7340 FLORENCE AVE. SUITE 211 DOWNEY,CA.90242 (562) 325.8893 CELL (562) 949.510D FIRE DEPARTMENT NOTES 1. APPROVED BUILDING ADDRESS NUMBERS,BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND,BE ARABIC NUMERALS OR ALPHABET LETTERS ,AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WITH OF 5.0 INCH. FIRE CODE 505.1 2-, ALL FIRE HYDRANTS SHALL MEASURE 6" X 4" X 2 A", BRASS OR BRONZE, CONFORMING TO AMERICAN WATER WORKS ASSOCIATION STANDARD C503, OR APPROVED EQUAL; AND SHALL BE INSTALLED IN COMPLIANCE WITH THE COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION B. FIRE CODE 507.6 & REGULATION 8 3. -PLANS SHOWING UNDERGROUND PIPING,FIRE DEPARTMENT CONNECTION,OR PRIVATE ON SITE FIRE HYDRANTS SHALL BE SUBMITTED TO FIRE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.FIRE CODE 901.2 COUNTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 7 4. -THE INSPECTION,HYDROSTATIC TEST AND FLUSHING OF THE UNDERGROUND FIRE PROTECTION PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. NO UNDERGROUND PIPING OR THRUST BLOCKS SHALL BE COVERED WITH EARTH OR HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NOT LESS THAN 48 HOURS IN WHICH TO INSPECTED SUCH INSTALLATIONS.F.C.901.5,000NTY OF LOS ANGELES FIRE DEPARTMENT REGULATION 7 6 -PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY BUILDING CODE 903 AND FIRE CODE 903.PLANS SHALL BE SUBMITTED TO THE PLAN CHECK UNIT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. REASON,CRC : 313.2 TYPE FIRE SPRINKLER SYSTEM; 903.3.1.3 6: PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY FIRE CODE 906, 7: DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.6 CUBIC YARD OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE ROOF EAVES,UNLESS AREAS CONTAINING DUMPSTERS OR CONTAINERS ARE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM.FIRE CODE 304.3.3 B. ANCILLARY BUILDINGS AND STRUCTURES AND DETACHED ACCESSORY STRUCTURES SHALL COMPLY WITH THE PROVISIONS OF RESIDENTIAL CODE R327.10.1 & BUILDING CODE 71OAA DESIGNER: DRAFTING & DESIGN VICTOR GONZALEZ 7340 FLORENCE AVE, SUITE 211 DOWNEY, CA. 90240 (562)928.5444 victDr-draffing@yahoo.com LOT 51ZE = IRREGULAR 680 / RIB•NA' � �8 � $�1b "�'�, STY1 ( G-1 LOT AREA = 13,330 5Q.FT. .: ZONING = PLM �' . a 8wp R8''6 .=10fY�lll fillip lex i .I.••.~ 61'. I SRYn RIO Locos MAIN FLOOR AREA (935.50') = 1,995 5Q.FT. UPPER FLOOR AREA (946.50') = 2,215 5Q.FT. BOTTOM LEVEL (924.50) = Q ask BA5EMENT AREA (915.501) = 7G5 5Q.FT TOTAL LIVING AREA , NMLEr_emx<� ND '•� P�"^+a d�5' ��•g��e Soo Seo ar; : �. , n�u „�?.�. is 1F •iTTh.•.I .•: tRi".:"�`rn � 1�:?�", G�.+,,�t. =65t9Yf TWO CAR GARAGE = 441 5Q.FT. NEW TOTAL CON5TRUCTION EAST ELEVATION = 7,963 5Q.FT. DECK AND BALCONY = 5105Q.FT. 5TORAGE = 3GO 5Q. FT. TYPE OF CON5TRUCTION = VB LOT COVERAGE = 2,47G = 13,330 = 19 % OCCUPANCY R31U I LEGAL DE5CRIPTION APN= 8717-02G-013 LOT 14 OF TRACT 37873 OF MAP BOOK 978 AT PAGES 3.5 BUILDING CODE: 2010 679 680 / RIB•NA' � �8 � $�1b "�'�, STY1 ( G-1 a9 _ .: !W4- 'of 5:. .A fAYIOY ,.•.i fE OKI• g IBM tA�..UIX at A, 'V� 'R4N' 1 :� �' . a 8wp R8''6 .=10fY�lll fillip lex i .I.••.~ 61'. I SRYn RIO Locos -1 LANDSCAPE AND HARDSCAPE PLAN J '• rob � _, n �II...._..._9t^-OC 110 p�.�. Is0�4,� Pte( SIM..__.. __ �._.__.....__.._... ri`^�' `YOI. Oa.• _ /..-.. .� u�� A-1.1 ,',�fl /F(.i ) flora- P .air �[e '•�"r'�f 8 •t' qs (; t �p 3 •; �y 1't-[ fir. ;. . Po 4 J mr° l tori . P 01.; �'' , tf'-..,..q II <•WOnx3cA la - � AV S�p�� A-1.2 ' /tYN <SY4 ).... �'.9•rL50Y "a°f1' 2 R- �•'•t'. ,`i A-2 GARAGE LEVEL FLOOR PLAN (935.50') :.:�,y^�u"�'t•,��•! , NMLEr_emx<� ND '•� P�"^+a d�5' ��•g��e Soo Seo ar; : �. , n�u „�?.�. is 1F •iTTh.•.I .•: tRi".:"�`rn � 1�:?�", G�.+,,�t. f THOMAS GUIDE 680 PG. 2B T I PROJECT DATA AND SHEET INDEX G-1 TITLE PAGE OF GRADING PLAN G-2 CONCEPTUAL GRADING PLAN Tj G-3 CROSS SECTIONS AND DETAILS -1 LANDSCAPE AND HARDSCAPE PLAN L-2 IRRIGATION PLAN A-1 SITE & ROOF PLAN A-1.1 SITE & ROOF PLAN (Roof Projection) A-1.2 SITE & ROOF PLAN (Restricted Used Area) A-2 GARAGE LEVEL FLOOR PLAN (935.50') A-3. UPPER FLOOR PLAN (946.50') A-4 BOTTOM FLOOR PLAN (924.60') A-6 BASEMENT PLAN (916.50') A-6 EAST ELEVATION A-7 NORTH ELEVATION A-8 1 WEST ELEVATION A-10 ARCHITECTURAL DETAILS A-11 ARCHITECTURAL NOTES & DETAILS A-12 ARCHITECTURAL NOTES & DETAILS JUN 12 2014 rz C/V_/�/ U+ N W_ 2 ® �N UTZ O V W " Rb ZU�cD� .. FWD w H LL t` U- W _ nM p La n Go N I om M 0� o0 W �o Z W �z 0 N 0o i 2 O V) 0- 'us C3 LaL PROJECT DATA & SHEET INDEX THEO G. DATE 7-16-12/1.03.1317.19152,14 SCALE A5 SHOWN SHEET T OF SHEETS it I II fi• j ' 1644x!) / � paee.G3 4L ff l IIII s!` /• � I• I T'Y �•'� � 691.13 / I I I I t i I �' a Ll {j� 867.ds DIRT g9'099LC--�j'�ailos/rL / / \I� I��)Y/ to I I 1DO 1 \ Dmr`1'1� + \ ) I 11 ) �h 8914/2 wom / / / / / I ° j / / / x9P8.7 x914.17 4 \ Bl4,11! /I 1 / /-/ l " l I /l l / ` ! O / Q l 99 i - A Z 1 111 /Istel I I /oa V UzO. EI / ( / / ( , y I / / ( / 913.98 LI l / / ( l 1 / l, 028.94 �`(ea4.6a TVG \ I � m f I •I 1 I O � �e aay 5 j l l is. / l / � � � �' 1 % 1 / ,L2� � � l l � II l % l l l I. Tea3•i6 �Lj��\ I ��l 1 I I I m o vp u ^ ( 9 � O � ggryrs /14.�p FC Hln' ( / J l �' l / l / % / / / / / / / /x935.32 - �"+ ��� �I l ,go '����L•� /� /n�•/�P� 1 / l 1 1 l r 1/ l/ / l l � 7,0 I 1 o J �' l ' ,, . / 1°' ai'm'! /�a1•� �,� Rx ( � / // / / ^t7` � / / / •� � / / � I /DIRT1! Ml / l! 1! I// l% $ /�� + I I I I it 1 /i�F ,�"I r)" l m � �r l� cLEv 93e.n I Ir 2- RI® L®8 I i� u 1 1 1 ( ° ! l; l; i i t � �•�. o f IIII 1 M 1 I // F I wq. - - OS R®� i •,\'� \ .937.2/ I � I I 1 1 1 U 4�'\ �'"•+ 1 / / I / 20.0 h I. o / � O • / / I // /' LF \°'I o o \\ I\\I it li l I tl I E l i I I' 1 J I I i � r -�---1- i s nm• !/ F\ I I II'JI \ I 1 I I ) p a I{) \ I giYp! 111.092.49�/I p ' I 1 I I ( J, D-AGAPANTHUS AFRICANUS h l'o'ft 1 / 1\ I I I �ry / J I I Ix` l // / I I m 1 ( / 13 TOTAL FRONT YARD g36.rJt� FF " /' \ \ iBB9.a11YG I\ \1/1 I I / i - I I I hie I Q x937.93 3 � (aa9.2� elj'� \y/ I/ 1 I / a� .I IMITS OF URF t I dor 846/50 I 9815.0• PE 6 ro (9JJ, � " / o I I I t Mt Igyg,5p1P MIDDLFFIJLEV4L TAL i m I��l l/e9�it bs I\ TI I 1 I ILO "7 I 'i I I I I A,I�GR FROJVT ARO > �a Lo E LEVEL E v \ �a x x93.94 I I I I_ I i I m' td o - h i I j I I I I e" IAVANO MiA /NO/C9 O I•II g I to II I J ) i I 128 TOtq U DENTgTA -�•,-�--•---....._.__:....-__.. -- x e92.as i u4 r I 11 I I I pill I I I I I P 4: \ 11 L RC4R Y I 1 I 4 t.ix L ° \ I( R't$95:,3 ry ARO 51 I I I I i 1 1 B I A �) k `938 �-A HARDSCAPE - REINFORCED, TINTED, EMBOSSED CONCRETE JP I.I I I YI II ( g 1 I 1 Ll' 935.46 \) /// i i i '. i I i ; i 1 i I I I I m ; I l / OWNER TO APPROVE SAMPLE PRIOR TO INSTALLATION m' i ( I I I I I 1 i i t 11 i 0 T 1 0 8 1z / i I 1 1 1 1 1L^ l w K \ 1 Jo *** PLANT LIST * " " QUAN. WATER I 015 SAWCUr JOIN ml KEY BOTANICAL NAME COMMON NAME SIZE FY BY Sy RATING 9 0000l<FIi i .!� 1 rl 1 t III I1 It s A LAGERSTROEMIA I 1 I I\ 1 i I\ 11 11' I W 1� I \ \ a}\ `(s 2.4r r �. ` a INDICA CRAPE MYRTLE 15 GAL 6 6 0 LOW I I • I $ Ln o \ o ` \ \ 35.35 934.0 1 \ I 1 I I \ m o \ \ . \ 1934.87 933.90 FL rz U I \ 11 I 11 1\ m m o` I \ \ 34.27 ?f l W I FIRE HYDRANT, --4 8 LAVANDULA I l 1 , \m 1` \ I Ox DENTATA FRENCH LAVENDER 1 GAL 24 28 0 LOW I l P I 1 I ml ry Ix�l in IIS . \ # mml ` 934.50 y55..`T�7 L1 P3�g„ I .-J-• - -��,a I II♦ t 5��5�k"' �...n�NS E� C BOUGAINViLLA ROSENKA SPREADING BOUG 1 GAL 20 12 11 LOW I I i i `b + I�1H C-8000AINVILlAROSENKA 20 TOTAL FRONT YARD D AGAPANTHUS / 8 / • i c I \ N0. 19 w� -14.37' ---I ' iM I I I DING I Ip , t (933.60 TCL J j AFRICANUS NILE LILY 1 GAL 13 26 0 LOW / ' �O I ( I I I �(<� o NOTES QUANTITIES GIVEN FOR PERMITTING PROMISES ONLY. CONTRACTOR RESPONSIBLE FOR ALL ITEMS SHOWN ALL SLOPES OF 2:1 OR GREATER TO HAVE -APPROVED EROSION CONTROL FABRIC INSTALLED PER MANUFACTURERS INSTRUCTION PRIOR TO PLANTING. NO EXCAVATIONS TO REMAIN OPEN ON. CLOSE ALL PITS OR TRENCHES AT END OF WORK DAY OR IF RAIN OCCURS. TABULAR DATA TOTAL LANDSCAPE AREA =•5083 SF ALLOWABLE TURF AREA= 40%X 5083 = 2033 SF TURF AREA SHOWN = 1400 SF TURF AREA IS LESS THAN ALLOWED MAWA = (EFo) (0.62) ((0.7 X LA) +(0.3 X SLA)) MAWA = (53.1) (0.62)((0.7 X 5083) + (0.3 X 0)E ....... ..-,- ... ..,...�x. cnn nlJc All nWFD PER YEAR I q. I I �iti.0 li4 / I ll / ' / ' / % li I I I (m I I omo, II S� Il w I am I \ �.�1_F Ls l�t'�0" N J ,2.0 F m o i; •-1-- w N �m� I I C - II I--t� ,(g3J\ 1 ;>�Q:d •� 1 / fP ' -11. i m S �Q 1 . mgl ool �i1, O '/ / /�/ ♦ ♦ / ♦ m r J / I m I I m nor n d tY• it m °ol I a1 m" 1 p ) ` y ® j( I I �ri / / �.• i m 42s� Im mm m m I g 11 F I 1 �O I x�93.e7 a ) �1 m�1 9 G / m1 ,♦ / r �.�/ � � iJ / /l h � I '' !-•�t, � � II q n I I �..:, / 1 mal P °9x84 / / / /♦♦/�� D\i' / t9zza pry I 'i mll) 242 It �. N f / / ♦ ♦ \9a •' tl // 1 �zr,Gs rAN°' Iii a 11 ' o It " -1 o = GRAPHIC SCALE' /,___ tri 9 IM C) F (eJ� x 932.31-110 0 o an o tt, I 2 / l I l l l 9 / l l / / / / / / •�'Ji'' /, 2`'v's 111 �..-_-•-3--_' 1sII$�U � 41 L �•,. ° 1 p�oti rl / / r / i r / i i / / r / / / % i r _'- Q� X11 1�,' II 9's'+s } 1 > i -b Py20 r ):L �r r `�2 ry f.StOR'f NOOSE tIii .11. 1(3 m 1 $� / xPozs9/ /xd17.4s fi t.az N i Ii��� x907,67 C ORIufANC J REQ tiRED MIX OF PLANT MATERIALS (PER TABLE3_7) in r.1�hdlEB�t922.)$.- sl o \� ELEV= 922.9°' LA -X land arch / TREES m . 24" BOX TREES 46% (20% REQUIRED) N _ William ,l Keach 15 GALLON TREES 54% TOTAL 100% landscape architect Carla X2744 WATER USE NOTES PLANTING PLAN/'SCALE: 1 101 604 PCH LOS'ANGELES CA 1- THIS 15 A LOW WATER USE LANDSCAPE. 310/ 683-9442 EmaIIwIk4larch@aol.com AFTER PLANTS ARE ESTABLISHED 1 rm•cn USE MUST BE SCALED BACK. SHRUBS FAILURE TO REDUCE WATER USE WILL RESULT IN EXCESS PLANT GROWTH, S GALLON SHRUBS 30% (20% REQUIRED) 11 g8 CHISOLM TRAIL DR. WOODY PLANT GROWTH AND MAIOR DISTORTION IN THE LOW WATER USE 1 GALLON SHRUBS 70% re are b 1 LANDSCAPE DESIGN -.OR DEATH OF SOME PLANTS TOTAL 100% William h Landscape Architect ( IN THE CITY OF DIAMOND SARI GROUND COVERSCalifornia RLA #2744 Ground Cover must have 10()96 coverage within 2 years L� El PLANTING.. &HARDSCAPE PLANS PLANT SIZES AS RATIOS EXCEED MINIMUMS NOTES IBail.4il ae (Y I pgpl.as / 1 + 1- TILS IS A LOW WATER USE LANDSCAPE. !% r , 1 I 1 / / / / / / / I , ATTER PLANTS ARE ESTABLISHED WATER USE TBE SCALED BACK. II / I i FAILURETOREDUCE WATER USE WILL RESULT INEXCESS PLANT GROWTH, IRRIGATION KEY F-I"f-fB�'^; 89,.13 // 1 j ff j I j I I WOODY PLANT GROWTH ANDMATORDISTORTIONINTHELOWWATERUSE CON PROGRAMMABLE CONTROLLER, J!k CIRCUITS, / Li 867 s / / I I I I I I LANDSCAPE DESIGN OR DEATH OF SOME PLANTS B 2 PROGRAM MINIMUM, MANUAL SHUT OFF /} SLEEVE --- '"--LOCATE PER OWNER'S INSTRUCTION 7"I/ I B9LID / � � / I / � j I I � 2- RUN TIMES SHALL BE ADJUSTED TO AVOIDRUNOFF;LOWHEAD MIL - •- -'MAIN IRRIGATION LINES I INCH 'SCH 40 1 / A V / / / / I � / , / � ( i i ( DRAINAGE AND OVERSPRAY ON SLOPES, NARROW PLANTING AREAS AND LATERALS SCH 40 PER SIZES BELOW i 111 I % % MEDIAN STRIPS. T / / / / % / / % I i I 1/2 PIPE 4GPM / 1 /4' PIPE $GGPM t j II �oN� I i i 3- ARAIN SENSING OVER-RIDE DEVICE SHALL BE INSTALLED AS SHOWN, OD NOT EXCEED 5 FEET PER SECOND (. F I j Poq� / / I / / / / RAINBHLD WR2 WIRELESS RAIN SENSOR OR EQUIVALENT. VALVE MANIFOLD W/ NUMBER OF VALVES 1 �h BBi 2 / / / ! x 9P8.7 •914.17 vM1+ Cs) �/ � 4- ADJUST RUN TIMES SEASONALLY AND SET TO RUN BETWEEN 7 PM AND VALVES _BRASS, 12^ ABOVE HIGHEST FINISHED GRADE / l 11 eQ'� x89 *. •� / / / / / ( / / j / / / I J / IOAM. HEADS/NOZZLES RAINBIRD MPR OR EQUAL, VAR Alit I % 1 m"j l I l I l/1 �$r 1 l l II I / j / I j I y¢L55 5- QUANTITIES GIVEN FOR PERMITTING PROMISES ONLY. CONTRACTOR 4POPUPSTURF� / d� 10" RISERS SHRUBS Ill I .7p a l , / / / (/ /9138 / ( / / l' I l RESPONSIBLE FOR ALL ITEMS SHOWN 030 PSI, DESIGN PRESSURE(CONTRACTOR TO ( / / I a9a / / / / o / / ( '/ / I I / VFNFY) I l I l DIT 9p3' // l I l l /I 1 I( l I /! 1 / + 820.94 rs. a^ 6- ALL SLOPES OF 2:1 OR GREATER TO HAVE APPROVED EROSION 90 DEC M07GPM l l l/ l/ T 180 DEG 0.13 CPM l / �15'Ob �,� l l l (l j I j l I l Il / % / , CONTROL FABRIC INSTALLED PER MANUFACTURERS INSTRUCTION PRIOR j1 3 DEG = 0.28, COM (jf 4. 411^�+ 4 ' ° olo / 10.0 Fc pou701 8 $ I l / / / }. / /" I / ! l l I ! l / / ` TO PLANTING. TJ 90 DEG = 0.1. GPM1i \I d ° L f�/ m �1� l l l l �' l l l l l l I / ' / l / / /`938.32 O 180 DEG = 0:2' GPM •. , 7r0 / !� - ,, I �� I /yp,^ S 1 / / l / / / ! / ^ / / 7- NO EXCAVATIONS TO REMAIN OPEN CLOSE ALL PITS OR 350 DEG > 0.4 GPM /� v 1 } / o / • , I �` a c' / . / / f / / / J , I TRENCHES AT END OF WORK DAY OR IF RAIN OCCURS. Re 8' ' ) 1 1 1 I ) V" , - 09.w '✓` I l l / 'DIRT/ 90 DEG = 026 GPM .II 11 1 j p $0n r l I n^^'/ / / 160 DEG osz een+ / SPREAD TWO INCHES OF ORGANIC MULCH OVER 360 DEG = 1.05 GPM it /l 1 9991 'i �l 11 l 1 / 8- PROVIDE so osc OA GPM t l /' 1 i a f 1 / / ( ALL PLANT BEDS. 60 DEG = 0.8 GPM / �c` �Y 360 DEG = 1.6 GPM II 1 / 1111 ~ a N ry / . / / • / u,y �,`� /l g I I /"_ {� STRIP SPRAYS 'Ili 1 I 1 a / I C#9 '/ / I l ` I Ifi' / m 1 /l /j/!'c I ` fi2_ /-_,_1 -- RIO ILOB �7 © a' x 10' = 031 GPM )' '- - OS RDx 4' x 15' =.0.61 GPM /idpl•1 1 p ..I I I i d J K•tn ( I // F BUBBLERS = 1.2 GPM :11 1 �l 1' p- ® BUB0 3' LER . 05 GPM if I/ I tn�A ', 1 / .I U / ! 14' 19.0 G ('., 1 y/ Iy $p ( I F \ 1 \ PIPE, VALVE, CONDUIT AND CONTROLLER LOCATIONS. ( N� I •� I 1 / % / roya / \ \ +939.35 // SHOWN FOR SCHEMATIC PURPOSES, EXACT LOCATIONS 'A'll lI mho; f 1 11 Ile I I / /m I �1� 4P `i� oo\� 70 BE FIELD DETERMINED AND APPROVED BY OWNER OR I l I I ,l 3 .00 FG `};.J/, GENERA(. CONTRACTOR PRIOR TO INSrALLATON N 1I OIRT'/ 1 j '6'• /••rO 1// F \ p4• \• Dm . . I I i 889.81 TVG) (\\I�'II 11 / I r• k 1 1 1 I I � ( I/ F /. �\\937.83 Bt ee9s1 afy� �• I. 1 1 / ,Fs.. ° ` I i I:O 45 50 PPR �. z P .- / I N 50 F IDL LE1(L 14 • i � m .fled0lsls�/ we��P 1 us i 1 W �I Q (i2 .50 F LO E .LEV L Y L (P > 1 i I o) o za , L I I I 5i IT C*4 Z II k 93&- A DSCA E- REINFORCED, TINTED, EMBOSSED CONCRETE • / l (y 1 I ( .m... P 035.45 CIRCUIT SCHEDULE s Tads - OWNER TO APPROVE SAMPLE PRIOR TO INSTALLATION I CIRCUIT#1 SIDEYARD STRIPSPRAY 4.0 GPM 1.18 IPH G(\ ! ( , t i a m ' \ I JCC 1 f : sawcur JOIN ,1 CIRCUIT#2 FRONTYARD WRADIUS 4.0 GPM 1SSII'H ) p"p(QI� I'= 'I m o DRIVEWAY 1 n '� a CIRCUIT #3 FRONT YARD STRIP SPRAY 2.6 GPM IA3 IPH p I i ) i 1 a 4n M ^ 1 \(94s), ❑ a CIRCUIT #4 FRONT YARD W RADIUS 3.4 GPM 1.89 IPH $ I 1 I I 1 / CIRCUIT #5 FRONT YARD 8' RADIUS 11.2 GPM 1.49IPI 1 I IT ^ 1 1 , t1 1i VM p) g L" ¢ G 14 ` 6) i •"d' '--. \. l4 p0 m I ry u 934.40 7C ~ = d CIRCUIT46 REAR YARD W RADIUS 6,0 GPM 1.331PH \ A 2)� 1 I t t m T V 933.90 FL I r CIRCUIT #7 REAR YARD 8' RADIUS 9.2 GPM 1.36 IPI 1 ;.1, 1 ( m 6ACXFLOW PREVENTION DEVICE BY OTHERS' 9q CIRCUIT #8 REAR YARD 8' RADIUS 8.8 GPM 1.10 IPI I / w FIRE HYDRt N Q I 1 �1 , c26 cD i(t 51v1tl4ktarinus pWL I T-- CIRCUIT #9 SIDEYARD 8' RADIUS 5.6 GPM 1.26 IPI / I $ l 0 7 DI VM (S) P M.I.L. To P.O.C. CIIRCUTT #10 REAR YARD 10' RADIUS U.8 GPM 1.87 IPIc# z CIRCUIT #11 REAR YARD 10 RADIUS 11.8 GPM 1.69 IPH i 1 i`C1 •i.i 14 37' _ _ 6 CIRCUIT#12 REARYARD 8' RADIUS 8.1 GPM IA4IPH ----------- k sris �� -^j GPM = GALLONS PER MINUTE I l I ti 1 1 I II a "tett 9�\ p 1 Re It t o IPI =INCHES PER HOUR l0 1 / mp 11 i amml\ ? eyu @4 v -II-_E �C J F§ I --11 ��plm� 11) (s n 00 O g11. D < / / / G / 1 N Mr''lN ,y d lam 1 .TJ Q) I I I I hMl 81 i / /�A1 //� i i l 1m 1 I mmm m� �"crtl IMmnl n m 1 Il K o rUlf O 1 I x�p3.67 $ I �mpx 90 i3 Y' mm m 1 g 1 !°°°t P°W9 /.4/ ➢^ / ♦ �'2i ♦�' fe 492�lTpNc.x I($ �m 2 1 m 11 / I/ / 00 1 c o m GRAPHIC SCALE J I J -_ Ire M V IhL 7 II l JcHIUPaQn ;t1 6.E 11. E``(aJz x9323 n TOTAL LANDSCAPE AREA = 5083 SF / I I I / I/ / / / �' / ?4i. 1' v -- 1t 8. 11 I l l 1 I /�'luLL ti 1 Uta 1 0 ALLOWABLE TURF AREA = 40%X 5083 =20335F - ! )I / I ' / / l l l '- ro : U, - o I Ihlp 1 0 111 f e31se 1D 1 TURF AREA SHOWN = 7400 SF TURF AREA 15 LESS THAN ALLOWED / / / / / / (Q I / / / / ryry_�.. J.'- ' pOSE t II 1. Ia'� 93'x• �� u, I (n+ FEET ) • / x¢0289/ '.�. �. 51C :Y H .A� Inch . 10 IL U t. N. - \ ; lY #837.42 1 .. MAWA = (ETo) (0.62) 1(0.7 X LA) +(0.3 X SLA)} MAWA = (S3.1) (0.62) I(0.7 X 5083) + (0.3 X 0)} .L. _ ANA 117.14Q MAXIMUM GALLONS ALLOWED PER YEAR m J \'��(ELEV=M922U 0 - LANDSCAPE POINTS x LA-X land arch MAWA William ) Keach LOW WATER USE PLANTS 40 POINTS landscape architect Carla #2744 30% OR LESS TURF 30"� l• 604 PCH LOS ANGELES CA HYDROZONFs 30 ' 310/ 683-9442 Emaliwik4larch@a0l.com MULCH 10 I -- AUTOMATIC SYSTEM 20 1198 CHISOLM TRAIL DR. CERTIFICATE OF COMPLIANCE RAIN SENSOR 10 {' Kepared b ' IHEREBYCERTIFYTHATLANDSCAPEANDIRREIGATIONASINSTALLED `--. William) Ke La6cape Architect i IN THE CITY OF DIAMOND BAR SUBSTANTIALLY MATCH THAT WHICH WAS APPROVED. TOTAL 140 POINTS California RlA #2744 100 REQUIRED/DESIGN EXCEEDS REQUIREMENT L-2 DATE IRRIGATION PLAN SCALE: 1" = 10' SIGNED DIRT O GRASS \ GRA65 8 a p� U LOT 14 A.P.N.: 8717-026-013 111'-7' 'Ds qp U'ErpQ10U� yt°i o- at0. \ V � R•W. � p � �ORw zz:-: zz:zz �W ^ ORA9S y � a �� GRAes x o / GRASS WD.STAIRWAY WAMATERPROOF P•y �q G � II SV GREEN SAY OECKIN 11� _o II pREgUAL E9R•1388 PAIN GARDEN W BQ.FT. \� ato• II Q�i O'HURw GRA99 '+�� lq SOD II F. -.-.l � O STAIR NOTE: I) TREAp • 1D' MIN. RISE = 7.7E MAX. JRA GRASS r F.F FIREFIGHTER WALKWAY ACCESS ROUTE LEGAL DESCRIPTION LOT 14 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS Z o ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO ry p 5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. �J /"p'® y' A.P.N.: 8717-026-013 VJ NN V�6/PI V L®/ =ab oWD1N o0 \ (E)2.6TORYHOUSE 7 D- QU =0 6�.WOPENOe GRASS ffs 4'-6" NOTE: "SEPARATE PERMITS ARE REQUIRED FOR RETAINING WALLS AND OTHER DETACHED STRUCTURES" NOTE: ALL RETAINING WALLS AND PLANTERS SHALL BE BEIGE COLORED INTEGRATED TO CONCRETE UNIT BLOCKS (TYP.) STAIR NOTE: TREAD =10"MIN. RISE - 7.7E MAX. SAWCUT & m 24.2 Cp(SG. F U CHTMN� — o N � 6 v n � A pUSE {E)' TDRYHOUSE SITE & R O PLAN E.M. = ELECTRICAL METER 100 AMP TO SE DETERMINATED BY SPOTLIGHTER NOTE: ALL DRAINAGE WILL BE CONCENTRATED SC 1/8• =110 FROM EDISON CO. AND BEING CONVEYED TO THE STREET V/A NON- EROSIVE DEVICE RIO LOBOS r TF I. ulcp� y U W 61.m O Z oW W =0 0 O UO a m a SHEET TITLE, SITE & ROOF PLAN N THEO G. G DATE _- 3 11-27-12 N let Revision: 12-20-12 II 0 `26.60 FG 03200FG RIF I —4i N - 2nd Revision: 04-22-14 T.O. 0J I3:12 AS SHOWN I3:12 I _ I _ 30.O FG...� F.F50... 1..�. tn 6' e `� A-1 II GRA99 II T I1 5' b J II(I 1 _j 035.40FS � I CHI ,�-hI11--� I ( S -9¶I B.F.D. 3:12� I N y I 7,61�RY 1 Sq. FT. I I 035.60FF MAINLEVEL I _ GRABS PORCH 2GARAGE II `' aza I WI II I. 441 SO. FT CONC. GRASS LANUIJL; w �k 5.5 t0 07 m O N M d: N 1D h W D1 O M N c b N 20% SAWCUT & m 24.2 Cp(SG. F U CHTMN� — o N � 6 v n � A pUSE {E)' TDRYHOUSE SITE & R O PLAN E.M. = ELECTRICAL METER 100 AMP TO SE DETERMINATED BY SPOTLIGHTER NOTE: ALL DRAINAGE WILL BE CONCENTRATED SC 1/8• =110 FROM EDISON CO. AND BEING CONVEYED TO THE STREET V/A NON- EROSIVE DEVICE RIO LOBOS r TF I. ulcp� y U W 61.m O Z oW W =0 0 O UO a m a SHEET TITLE, SITE & ROOF PLAN N THEO G. G DATE _- 3 11-27-12 N let Revision: 12-20-12 2nd Revision: 04-22-14 SCALE AS SHOWN SHEET tn A-1 MANHOLE —_ N (ECFV=02280) qF SHEETS J 62'-6" 33'.6" 29'-0" 13'-2" P--- --UNE Of 2ND.FLR 934.76 FS 934.76 FS — — — — — — — — — — +935A6' A 9368 FS 934.68 FS UN OFR F PROJECTION. PORCH 935AUFG L________________________J 20'-9" 12'-6" 53'.0" MAIN LEVEL FLOOR PLAN 101-01, 4'-0- 6'-6" 3'-0" IW -9" GRO55 AREA = 2,43G 5Q.FT SC. 1/4" =1'-0" LIVING AREA =1,995 5Q.FT GARAGE = 441 5Q.rr. DECK = 402 SQ.FT. PORCH = 92 50.FT. ISTAIR NOTE; I TREAD =10 " MIN. RISE = 7.75" MAX.- fi :;7 Lu g C, <0 vULU 0 z 0: 0 ,ogz EO w z 0 m iL cn LJ wI C-11 Oins z ce. 011 00 0 Z 20 W 00 NpO O 0 (L rn o w (L SHEET TITLE: GARAGE LEVEL FLOOR PLAN Z @ �935.0 FS FS 93-5.0j 42"H. GUARDRAIL(TYP.) — — — PANTRY KT GN MERKO O@ T.G.(ryp.) O2-CARPARAGE DECKINGI DECK SLAB MERKO HALLWAY DECK BATHROOM — -------------- DECKING IN CLO F T.(3.(TYP.) 'D. El NT.G.(TYP.) O T.G.(IYP.) Efl � E ff] T.G.gYP.) SLAB KITCHEN DINING ROOM PRE -FAB 00 FIREPLACE FAMILY ROOM 00 00 0 +935.5D' 0LINE OF 2NOFLR 0 0 F-11 TYPI 0 Up P--- --UNE Of 2ND.FLR 934.76 FS 934.76 FS — — — — — — — — — — +935A6' A 9368 FS 934.68 FS UN OFR F PROJECTION. PORCH 935AUFG L________________________J 20'-9" 12'-6" 53'.0" MAIN LEVEL FLOOR PLAN 101-01, 4'-0- 6'-6" 3'-0" IW -9" GRO55 AREA = 2,43G 5Q.FT SC. 1/4" =1'-0" LIVING AREA =1,995 5Q.FT GARAGE = 441 5Q.rr. DECK = 402 SQ.FT. PORCH = 92 50.FT. ISTAIR NOTE; I TREAD =10 " MIN. RISE = 7.75" MAX.- fi :;7 Lu g C, <0 vULU 0 z 0: 0 ,ogz EO w z 0 m iL cn LJ wI C-11 Oins z ce. 011 00 0 Z 20 W 00 NpO O 0 (L rn o w (L SHEET TITLE: GARAGE LEVEL FLOOR PLAN @ �935.0 FS FS 93-5.0j — — — PANTRY KT O@ T.G.(ryp.) O2-CARPARAGE SLAB HALLWAY BATHROOM CLO 'D. 391. SLAB SLAB OFFICE P--- --UNE Of 2ND.FLR 934.76 FS 934.76 FS — — — — — — — — — — +935A6' A 9368 FS 934.68 FS UN OFR F PROJECTION. PORCH 935AUFG L________________________J 20'-9" 12'-6" 53'.0" MAIN LEVEL FLOOR PLAN 101-01, 4'-0- 6'-6" 3'-0" IW -9" GRO55 AREA = 2,43G 5Q.FT SC. 1/4" =1'-0" LIVING AREA =1,995 5Q.FT GARAGE = 441 5Q.rr. DECK = 402 SQ.FT. PORCH = 92 50.FT. ISTAIR NOTE; I TREAD =10 " MIN. RISE = 7.75" MAX.- fi :;7 Lu g C, <0 vULU 0 z 0: 0 ,ogz EO w z 0 m iL cn LJ wI C-11 Oins z ce. 011 00 0 Z 20 W 00 NpO O 0 (L rn o w (L SHEET TITLE: GARAGE LEVEL FLOOR PLAN 62'-6*' 6Z-6" H. GUARDRAIL(TYP.) MERKO BALCONY DECKING �61 9 11 --946.46'D 1�1 7 F-21 PRE,FAB FLOE RRFPLACE ( 5-1 01 CD Z 0 z rolq HALLWAY MASTER BEDROOM T.G.(TYP,) OPEN BELOW -NO@ T.G.(TYP.) LX MASTER BATHROOM WALK-IN BATHROOm CLOSET& Wl o L LAUNDRY F co tj ❑ I rA) /T. G,(IYP.), PORCH BELOW E]- L-= ---------------J\ I ------y4'-0' 6'.6" 20'-6" 18'-6" UPPER LEVEL FLOOR PLAN --G—RO55AKEA = 2,2GG 5Q.FT LIVING AREA = 2,215 5Q.FT. U!55 5TAIRWAY = 51 5Q.FT. DECK = 25 5Q.FT. BALCONY = 152 5Q.FT. SC. 1/4"= l' -O" ISTAIR NOTE: TREAD =1 D " MIN RISE = 7.76° MAX. r9, LL C6 U) LIJ O 1— 0 U) w 0 an Z W 00 0 00 Q. . < 0 SHEETTITLE: UPPER LEVEL 0 FLOOR PLAN W-61 16'-6" 191-0" 14'-6" 61-9" f W9. STNM/AY 42"GUARDRAIL(TYP.) aemiucwiscs BOTTOM LEVEL FLOOR PLAN GPO55 APEA = 2,303 50.FT. LIVING AREA = 2,265 50.FT. LE55 5TAIRWAY - 38 5Q. FT. DECK/5TAIRWAY = 251 5Q -FT - SO. 114"= 1'-0" ISTAIR NOTE: � TREAD =10 " MIN. RISE = 7.76" MAX. .9 v Lu �-ffm Z, p 77 W. 6 a 5-; z ZO E Nw zo 0 C) C/) E': 0, U ) 61 W W I R 0 ZO e F- 0 co 0 z ci o W 00 c/) 0 0 Q" rn0 w CL SHM7WLE'. BOTTOM LEVEL FLOOR PLAN om UP eTg Ki MERKO w l+924,46' DW O DECKING [2 E TAPYR), TA(1YP.) -I�- 924. O BEDROOM # 1 -- — — — — — — — — — BATHROOM LINE OF FIRST LEVEL -- — — — — — -- BEDROOM # 2 00 BATHROOM @) L — -------- --0. —0 O BEDROOM # 4 RECREATION RM. UP CLO CLO. 0 BOTTOM LEVEL FLOOR PLAN GPO55 APEA = 2,303 50.FT. LIVING AREA = 2,265 50.FT. LE55 5TAIRWAY - 38 5Q. FT. DECK/5TAIRWAY = 251 5Q -FT - SO. 114"= 1'-0" ISTAIR NOTE: � TREAD =10 " MIN. RISE = 7.76" MAX. .9 v Lu �-ffm Z, p 77 W. 6 a 5-; z ZO E Nw zo 0 C) C/) E': 0, U ) 61 W W I R 0 ZO e F- 0 co 0 z ci o W 00 c/) 0 0 Q" rn0 w CL SHM7WLE'. BOTTOM LEVEL FLOOR PLAN om -I�- 924. O BEDROOM # 4 0 UP 0 BATHROOM BATHROOM BEDROOM #3 00 w 00 ___-®D LINE OF FIRST LEVEL LAUNDRY & IRON BD. — RM. iW.I.C. W.I.C. W -W 16'-6' V-6" 10'-3" 20'-9" LINE OF FIRST LEVEL II II I I 11 --------------- ------------------------ II BOTTOM LEVEL FLOOR PLAN GPO55 APEA = 2,303 50.FT. LIVING AREA = 2,265 50.FT. LE55 5TAIRWAY - 38 5Q. FT. DECK/5TAIRWAY = 251 5Q -FT - SO. 114"= 1'-0" ISTAIR NOTE: � TREAD =10 " MIN. RISE = 7.76" MAX. .9 v Lu �-ffm Z, p 77 W. 6 a 5-; z ZO E Nw zo 0 C) C/) E': 0, U ) 61 W W I R 0 ZO e F- 0 co 0 z ci o W 00 c/) 0 0 Q" rn0 w CL SHM7WLE'. BOTTOM LEVEL FLOOR PLAN T.O.R. i �t T.PL o � � n N F.F. 046.60' T.PL aztl. ouARDRAa a 4 .9 (m d Q BIIEDiNG ENVELOPE35• H �— --------- EXON 774 ------------------------------------- LIGHT MGKr(ITILE \ / I LIGHTWEIGHT \ / I ROOFING \ WEIGHT a.0 .OPS PSE. / I ESR- 2050 \ 1 / I I 12 ( 3j— � T PROVIOEj'THREE .O .D. LAYERS DlBUILCING FELT PAPER 2 -GRACE C•PAPEROAND. STUCCO SHEATHING TYP. STUCCO tx OKI M `�I�1�1�i5��t�IM1�1�1�i�lNP•Ilak a F. fIfXN)M)�)�)IXjq:•±;IIi�1�IifA �IP1'-i�!�1!hP-, l: ........ nn �� ■nom o I Jri�i4�1�XMP)�I�1�i�irl I . �� ■■ ��p _. rali r�%�iir i alr ili iii i ► rliililltr..� „ ■■ ■■ !)�IJ�KIEte. B X X X X ==V 0 4 034.68 FS F. f ILINECENTEROFLOT I LEDOESTONECOVER --- J -fl EQUAL ITYP.)D OR I NATURALGRADE I ' — — — NATURALGRADE I I L I I Bzs'-------"-----I-----------�--------- I— — — — — — — I — — — — — — — — — — I I 824.50' L------ =F --------- EAST ELEVATION / 06' T.O.R. N Bss.so' T.PL. 4 o� 846.50' -� F.F. q T.PL. N N m 4241(ryp.) RAILBGATE (TMPD 635.50' F.F. 832.0' F.G. 0 ----- NAT. GRADE 025.20' SC. 1/4" - TV FINISH NOTE: COLORS FOR MASONRY CONCRETE BLOCK UNIT(RET. WALLS AND METAL GUARDRAIL SHALL BE PAINTED BEIGE COLOR 4 z N � W N Q aiom �0 vW y g U Lu LL��(a LU 10 O a C -i m (n n m m N U� m N O .Z o E— O W cn a O � O �Z O �o LIJ = L7 a7 OU O CL W 0 1.1.. SHEET TITLE: EAST ELEVATION 1 11-12/8-13/4-14 1 5HFET A-6 OF SHEETS BUILDING ENVELOPE 35 H FROM FIN. GRACE CRLAHSTSWEW MHATX I TILE LIGI(TY WMGHTP' �24-OMTL LOUVERED 4 INT1I UID SCRIM1 Typ, T.O.R. A_, -\ 3�12 F�— - — I "11011.11,10.1s. FELTPAPER2-GRADE I? PAPER OMD G T.G. T.G. F.F. � ----- - 1- T.PL. — — — — — — — — — — — 31-0` T.G. FE T.G. 3 M-1 -11 M& ® v M GUARDRAIL 119 SPARKARRESTOR 960.50' /CHIMNEY T.O.R. 955.60, 1— TPL. T.G, T.G 932.00'F.G. _.— — — — _. — ._ _ — — — — — — — T.PL [EE-= 932! NATURAL GRADE STUCCO STUCCO r — — —1 930' 1 930, 0 — 2:— ---- — — — — — —_ _ LP= t!+ I FELTPAPER2-OWE q :: -*:: 3: W PAPER ONVO. CCO SHEATHING TYP. -4127' STUCCO STUCCO 926' EYGRVl10AYDfLFIPG r,—_ DRmua.eswlass �-- 926- 925.50'F.G. I F- 923. F.F. — — — — — — — — — - 923.TM I Lj T - B23' L MFT. -IT- 4- JjrCDXnYMXD5t"G E's' RAffM 0 1 GTI.C, jyj6d ©6-I 2 O.C, (5= �4) P.I.Sw ABS a I GV.C. MI!TAL OR ILG X 2 0 C, Be I'vc MY IMMG.C.. .04 2� r=A, Wy BN 2.164 I'm BN 1 017, IS= rLMI omrwo `&'N� I Poen 4c,�,. Dl,,?OA I 14" pN• Hort® 4B,.CICAVC .25FACO(IYT.) VaCOONUO5 5NM 2.5" TYPICAL SAVE DETAIL r NATURAL GRADE L r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- ROOF VENT CALCULATIONS: 912' FLOOR AREA 1,273 0 150 = 8.48 X 144 =1,222 in2 911, 1,222 In'/2=611 in' PROVIDED FAM. LR24-H 971n' LR24 2D4 In2 204 X3 POS. = 612 in2 OK > 6 .... N1r')PT1-1 9=1 PVATIM 4x14 (EAVE VENT) = 561n' 611166 =11 PIECES 11 x 56 = 616 In2 > 611 Ir? OK 612 + 616 = 1,228 In2 > 1,222 In2 OK NOTES: Openings shall have comoslon-resIstant wire mesh or other approved material with 118 -In. minimum and 114-1n. maximum opening. 4 @ IWO.C.).PLAUrFR MIX PLAN VIEW °X° T FOR UNIT(RET. WALLS AND METAL SCRATCH COAT4NO 1:5 FOR BROWN COATAY GUARDRAIL SHALL BE PAINTED VOLUME CEMENT AND SANOMP.) BEIGE COLOR Uj Ra Li 0-. i -01 > L Z D w U, 0 0 z PARIS U, 0 UJ 0 (n 0 20 LU (n .0 E=5 00 (L �2 < 0 rOTi SHEErTITIZ: NORTH ELEVATION TA' �1,NO 1E STAIR _ TREAD "MIN, RISE = 7.75" MAX. re .... COU 6 HALL 8 E IIATH� ZHU. FINISH NOTE: COLORS FOR PLASTEFI( MASONRY CONCRETE BLOCK THE FACE OF 6TU06(3 PARIS U, 0 UJ 0 (n 0 20 LU (n .0 E=5 00 (L �2 < 0 rOTi SHEErTITIZ: NORTH ELEVATION PROVIDEITHREE LAYERS UILD NO PMTPAPER2-ORADE W PAPER OMD' SHEATHING— STUCCO ! mom M momml m M, 111 m In I SPARKARRESTOR STUCCO 7 TYP. TEMP. GLASS(TYPJ CLASS•A•MAXROE UGHMIGHT ROOFING WM) WEIGHT4.OPSF. MR. 2055 24' 0 MTL LOUVERED VENT WISIRO SCREEN TYP. a EMP.GLASS(T) 946.46' FD 51.0.1 STUCCO P. 42-H.G IARDR-PJL (SeYOI ))TYP. y TY 42-H.GUARDRAIL (TVP.)TEMP.CLASS(TYP-) T.G. M T.G. I.G. T.O. T.G. --- - -------------------------------- j- RET. WALL STUCCO STUCCO L TYP. 4rH. GUARDRAIL Typ. STUCCO [EH E ffl :ff 1 24.91 F TO MATCH 1924A6 H SE FIN. Ell= TEMP. GLASSTTYP.) 923.71'F.G. ElElumld T STUCCO CONC. STEPS 923.01, , TYP. -F J J FM STUCCO 917.07W T.G. STUCCO IT STUCCO Mr. WALL 916.61YFF m T 73. FIN.GRADE 916.(YFG Tj T 913' - - - - - - - - - - - - - - - - "�NATURALMZADE -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G7 WEST ELEVATION SC. 1/4" =1'-0" T.O.R. T.PL. STAIR NOTE: � TREAD =10'MIN. RISE = 7.75" MAX. THIS PART OF HOUSE IS BEHIND ENVELOPE BLDG. gm > �Rg 17 w0 — QD LU C.) o°az wo z 0 U) U) w O U) ON :E W 00o O co Ln O UQ D- Q o w SHEET TMF-* WEST ELEVATION FROM BUILDING ENVELOFIN. GRADE PE 35 H SPARK ARRESTOR , CHIMNEY CLASS W MAXRILE UGHTWEI HT ROOFING UP) VVEIGHT410 FIR ESR -205B fig/ PIrJrlrlri�irlrlrlririrlrlririrlrlrlNrirlr, _Ilk 111,11,114 Ylk"I'lliml -gl"Rip, RS OSU'r FELT PAPER 2 -GRADE 'D'PAPFR ON 1HEATI-Ill TYP, STUCCO �� �� �� I'rirlKirir{rlrirl►� 946.60' LL - - - - - - - - - - - F - - - - - - - - FIN 42H. GUARDRAIL T.G. 838.67' F OL35.6.FL -15140, 1 935-07 FG 835.60' FF T.G. 836.60' FF 934.59'FG ------------- --- +1 1 — — — — — — — — — — — ------- — — --— — — — ry 93' 931' 93 i GTLGCO—� 029' 928' — (BEHIN�)_ 927' 42-H. QUARDMW gyp')926' 924.50, 925',-� I NATURAL GRADE - - - - - - - - - - - - - - - - - - - - - - J I "4L - T— - -----J w. �nWAY — — — — — — -------- �iF- v4wxn�, &I - 1 922! W(mj 921, FINISH NOTE: COLORS FOR MASONRY CONCRETE BLOCK T.G. i B2 f UNIT(RET. WALLS AND METAL STEP GUARDRAIL SHALL BE PAINTED CONCRETE 1 BEIGE COLOR 915.61FIF RECREATICNISTORAGE RM. L— — — — — — — — — I M5 SOUTH ELEVATION �STAIR NOTE: TREAD =10 " MIN. RISE - 7.75" MAX. MAT FL iff Novo ) C4 io w 10, Z '" Z Lu 0 0. CIIj rn uj 0 0 UJ U) S 0 ix 5 (9 z 2 r0 W00 U) LL 0 00 o w SHEMInE: SOUTH ELEVATION 1 5,27.12/4.20.13 1 5HEET A-9 OF SHEETS GRADING GENERAL NOTES 1: ALL GRADING SHALL COMPLY WITH THE PROVISIONS OF SECTION 1803 AND APPENDIX J OF THE CALIFORNIA BUILDING CODE (2007) AND ALL AMENDMENTS ADOPTED BY THE CRY. 2. ALL HILLSIDE GRADING WITH SLOPES IN EXCESS OF IDX SHALL COMPLY WITH THE HILLSIDE MAWEMENT ORDINANCE AND SHALL TYPICALLY NOT EXCEED 2:1. 3. NO ORADINO SNAIL, COMMENCE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY THE CITY OF DIAMOND BAR. 4. ALL FILL SLOPES SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT OF THE MAXIMUM DENSITY. 5. SUFFICIENT TESTS OF SOIL PROPERTIES. INCWDWC SOIL TYPES AND SHEAR STRENOWS SHALL BE MADE DURING GRADING OPERATIONS TO VERIFY COMPLWNCE WITH DESIGN CRITERIA THE RESULTS OF SUCH TESRNO SHALL BE REPORTED IN THE FOUL AS -GRADED REPORT PREPARED eY THE APPLICANT AT THIS EXPENSE), OR UPON REQUEST OF THE CRY. A MINIMUM NUMBER OF FIELD DENSITY ARE TO BE MADE AS FOLLONSt 5.1. ONE TEST FOR EACH TWO -FOOT VERTICAL UFT. 5.2 ONE TEST FOR EACH 1.000 CUBIC YARDS OF MATERIAL PLACED. 6.3. A SUFFICIENT NUMBER OF FINISH SLOPE TESTS TO VERIFY COUPACTION OF THE SLOPE SURFACE 6. NO FILL SHAT BE PLACED UNTIL STRIPPING OF VEGETATION. REMOVAL OF UNSUITABLE SOILS, AND INSTALLATION OF SUBDRAJHS (IF NEEDED) IS ACCEPTED BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST. 7. NO FILL SWJI. BE PLACED UNTIL THE PLACEMENT OF EROSION CONTROL MEASURE FOR THE PROJECT IS ACCEPTED BY THE CITY, 8. THE UNDERSIGNED CML ENGINEER HEREBY STATES THAT THESE PLANS WERE PREPARED BY HIM OR UNDER HIS SUPERVISION AND THAT THE PLANS CONFORM TO ALL PERTINENT PROVISIONS OF SECTIONS 1003, EXCAVATION, GRADING AND FILL AND APPENDIX J, CRADINO OF THE CALIFORNIA BUILDING CODE (2007). PABLO B. SANCHEZ. RCE 29554 (EXP. 3-31-2015) DATE 9. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAJWE PROVISIONS SHALL BE PROVIDED TO PROTECT ADJOINING PROPERTIES FROM DEPOSITION OF MATERIA. OF DNETOED FLOWS BOTH DURING AND AFTER Al 1 PHASES OF CONSTRUCTION. 10. ALL OFF-SITE IMPROVEMENTS SFIALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER 11. ROUGH GRADING CERTIFICATION MUST BE SIGNED BY SOILS AND CML ENGINEERS OF RECORD AND APPROVED BY THE CITY INSPECTOR PRIOR TO ISSUANCE OF BUILDING PERMITS. 12. ALL CUTS SHALL L BE OBSERVED BY THE ENGINEERING GEOLOGIST DA RECORD DURING GRADING SO THAT ANY ADVERSE CONDITIONS CAN BE RECOGNIZED AND CORRECTED. 13. ANY MODIFICATIONS OF, OR CHANCES IN, THE APPROVED GRADING PLANS MUST BE APPROVED BY THE CITY. 14. ALL GRADED SITES MUST HAVE DRAINAGE SWAES, BERMS. AND OTHER DRAINAGE DEVICES APPROVED AT THE ROUGH ORADNO STAGE 15. NO ROCK OR SIMILAR MATERIA. GREATER THAN 6' N DIAMETER WILL BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE CITY. 10. ORADING OPERATIONS MUST BE CONDUCTED UNDER THE CONTINUOUS OBSERVATION OF THE SOILS ENGINEER AND/OR THE ENGINEERING GEOLOGIST OF RECORD. 17. EXCAVATIONS FOR STABILITY KEYS AND REMOVAL OF UNSUITABLE SOILS MUST BE OBSERVED AND ACCEPTED IN WRITING BY THE SOILS ENGINEER OR ENGINEERING OEOLCOIST OF RECORD PRIOR TO THE PLACING OF TILL 18. THE SOILS ENGINEER AND�OR ENGINEERING GEOLOGIST OF RECORD MUST DOCUMENT AND ACCEPT ROUGH GRADINO BY FINN. REPORT PRIOR TO APPROVAL BY THE CITY. THE FNA. REPORT MUST INCLUDE AN AS -GRADED GEOTECHNICAL MAP. 19. THE SOILS ENGINEER AN OR ENOINEERINO GEOLOGIST OF RECORD MUST ME A FINDINO IN ACCORDANCE WITH BECKON 111 OF THE LO9 GEES COUNTY BUILONO CODE FOR THE GRADE) SITE PRIOR TO APPROVAL BY THE CRY. 20. FOUNDATION MD/OR WALL EXCAVATIONS MUST BE OBSERVED AND ACCEPTED IN WRITING BY THE 50119 ENGINEER OR ENGINEERINO OEOLOOIST OF RECORD PRIOR TO PLACINO STEEL OR CONCRETE. 21. A REGISTERED CML ENGINEER SHALL SUBMIT A GRADING CERTIFICATE TO THE CITY ENGINEER NO MORE THIN 10 WORKING DAYS UPON COMPLETION OF FINAL ORADINO OPERATIONS. CERTIFICATE OF OOCUPMCY SHAD. BE ISSUED SUBJECT TO THE CITY ENGINEER'S APPROVAL OF SAID ENGINEER'S CERTIFICATE FINAL GRADING MUST BE APPROVED BY THE CITY BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED. 22, THE SOILS AND GEOLOGY PREPARED BY ENVIRONMENTAL GEOTECHNOLOGY DATED NOVEMBER R. 2005, EGL ANTED FEBRUARY 28, 2000, •EOL GATED NOVEMBER 7, 2007. EOL FEBRUARY 19, 2007BER . EOL DATED NOVEMBER 22. 2IIATM AUGUST 25. 2004. 004, EOL 2000, LEE h IEE STRUCTUERAL ENGINEERING NiC DATED NOVEMBERML DATE R22DO6 AND B/ REE 2003. KEITH EDSTRUUCCTURALDATED NAY 29, ENGINEERS, INC. DATE OCTOBER 31, 2D06 R 4, 2007 SHALL BECOME A PART OF THIS GRADING PLM AND AL RECOMMENDATIONS CONTAINED THEREIN SHALL BE STRICTLY ADHERE) 70. 23. A COPY OF THE GRADING, PERMIT AND APPROVED ORADINO PUNS MUST BE IN THE POSSESSION OF A RESPONS113LE PERSON AND AVAILABLE AT THE SITE AT AL TIMES. 24. FINAL GRADING MUST BE APPROVED BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED. 25. THESE PUNS HAVE BEEN CHECKED BY THE CRY OF DIAMOND BM ONLY FOR CONFORMANCE WITH CRY SW HOARDS. COMPLIANCE WITH DEVELOPMENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL OF THE DRAIMAGI AND PARKWAY IMPROVEMENTS SHOWN HEREON. NO DETAILED MATHEMATICAL CHECK WAS MADE FOR TH-f ACCURACY IF THE EXISTING OR PROPOSED DIMENSIONS, LINES, OR GRADES SHOWN INCLUDING ALL EXISTING UTRITIES SHOWN OR NOT SHOWN. 25. CONTRACTOR SHALL NOTIFY THE CRY ENGINEER'S OFFICE AT 909-830-7040 FORTY -EGM (48) HOURS IN ADVANCE OF NMIMON TO BEGIN ORADINO. 27. CONTRACTOR SHALL COMPLY WITH THE CALIFORNIA STORM WATER BEST MANAGEMENT PRACRCES HANDBOOKS MO THE PROJECTS STANDARD URBAN STORM WATER MTIOATION PLM (SUSMP) REQUIREMENTS AS NECESSARY 28. DIRECT ALL ROOFTOP RUN-OFF TO POMOUS MEAS. 29. SUFFICIENT TEST OF FILL SOILS SHAT BE MADE DURING THE GRADING TO VERIFY THAT THE SOILS PROPERTIES COMPLY WITH THE DESIGN REQUIREMENTS. AS DETERMINED 13Y THE ENGINEERING GEOLOGIST/GEOTECHNICAL ENGINEER INCWDINO SOILS TYPES, SHEAR STRENGTH PARAIETERS AND CORRESPONDING U IT WEIGHTS, 30. R -VALUE TESTS SHALL BE CONDUCTED FOR ALL PUBLIC AND PRIVATE ROADWAY IMPROVEMENTS TO IDENTIFY THE MINIMUM PAVEMENT STRUCTURAL SECTION REQUIREMENTS FOR THE SITE UNLESS OTHERWISE NOT REQUIRED BY THE CITY. 31. TYPE V CEMENT SNALL BE USED FOR ALL CONCRETE WORK COME N CONTACT WITH THE GROUND, UNLESS OTHERWISE INDICATED BY THE PROJECT SOILS ENGINEER 32. GRADING AND CONSTRUCTION ACTIVITIES AND THE TRANSPORTATION OF EQUIPMENT AND MATERIALS AND OPERATION OF HEAVY DRIVING EQUIPMENT SHALL BE LIMITED TO BETWEEN THE HOURS OF 7tODM AND 5:OOPM. MONDAY THROUGH SATURDAY. DUST GENERATED BY CRADNG AND CONSTRUCTION ACTIVITIES SHALL BE REDUCED BY WATERING THE SDR. PRIOR TO AND DURING THE ACTIVITIES AND IN ACCORDANCE WITH SOUTH COAST AR QUALITY MAMBEMENT DISTRICT RULE 402 AND RULE 403. RECLAIMED WATER SHALL BE SUED WHENEVER POSSIBLE ADDTRONALY ALL CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED TO REDUCE NOISE LEVELS. QF °T'ESS/OAl, Co LLj 6CO296 C10- OF CAS SOME NOTES: 1. DETERMINE AND PROVIDE THE PRE AND POST DEVELOPMENT PERVIOUS AND IMPERVIOUS AREAS CREATED 13Y THE PROPOSED DEVELOPMENT. POST DEVELOPMENT 0.101 IMPERVIOUS AR RES PERCENT IMPERVIOUS E4 x PERVIOUS AREA 0.1 GRES PERCENT PERVIOUS 68 % PRE DEVELOPMENT IMPERVIOUS MEA 0.00 RES PERCENT IMPERVIOUS 1 X PERVIOUS MEA CRE9 PERCENT PERVIOUS M_X 2. AN MODIFICATIONS TO THE APPROVED SUSUP PLM MUST BE RESUBUMM TO THE CITY OF DIAMOND BAR DEPARTMENT OF PUBLIC WORKS, 3. A COPY OF APPROVED SUSMP PUN MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE ALL TIMES. 4. ALL STRUCTURAL BMP'S SHALL BE ACCESSIBLE FOR INSPECTION AND MAINTENANCE 5. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN THE ROADRIOM OF WAY A OR CONNECTION TO COUNTY MAINTAINED STORM GRAIN. AN ENCROA RIGHT PERMIT M PUBUC WORKS IS REQUIRED [(909) 395-65741. AS WELL AS PROOF OF PERMIT FROM THE LOS ANGELES COUNTY CONSTRUCTION DIVISION, PERMIT SECTION [(828) 458-31291. 6. PRIOR TO COMMENCEMENT OF ANY WORK AND/OR DISCHARGE OF DRAINAGE TO A WATERCOURSE, A PERMIT FROM BOTH THE CALIFORNIA DEPARTMENT OF FISH AND DAME AND U.S. ARMY CORPS OF ENGINEERS NAY BE REQUIRED. 7. AS THE CML ENGINEER OF THE PROJECT, I HAVE RENEWED THE DEVELOPMENT PLANNING FOR STORM WATER WIMEMENT MANUAL FOR THE STANDARD URBAN STORMWATER MRIGATION PLM PRAC P (BIMP'S) P.P.. TOEEFFEI .Y MINIMIZE THE NECERVEN OF THE W PACTS BEST .1 THE EIn PR CF STORWWATER RUNOFF. THE SELECTED SAW'S WILL WILL BEINSTALLEDPER THE APP PUNS AND COMM DEO Bf THE PRODUCT MANUFACTURER AS APPLICABLE AA 4 P LO CHQ 28864 P. -J1-2.15) DATE I EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON STORMWATER FROM THE PROJECT SITE AT ALL TIMES. 2. ERODED SEDIMENT AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRAL4POMM FROM THE VU SHEET, SWALES, AREA NATURAL DRAINAGE COURSES OR WIND, 3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEINO TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER 4. FUELS, OILS SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED W ACCORDANCE NAL APPROVEDSTORAGELISTING AND CONTAINERS ARE TO OT M INATED THE SOILS AND BE PROTECTED FROM THERFACE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NO BE WASHED AWAY INTO THE DRAINAGE SYSTEM. S. EXCESS WASTE CONCRETE MAY NDT BE WASHED INTO THE PUBUC WAY OR ANY OTHER DRANAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE THEY CAN BE DISPOSED OF AS SOUD WASTE, 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSA. BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY SEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABIUZED SO AS 70 INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DE'POSTRONSMUST BE SWEPT UP IMMDEDATELY AND MAY NOT BE WASHED DEAN BY RAIN OR OTHER MEMS. B. ANY SLOPES WON DISTURBED SOILS OR DENUDED OF VEOTATION MUST BE STABILIZED b'0 AS TO INHIBIT EROSION BY WIND AND WATER. ATTACHMENTS NOTES: THE FOLLOWING BMP'S M OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK, CAUFORNIA STORMWATER QUAKY TASK FORCE, SACRAMENTO. CAUFORNIA 1993, OR THE LATEST REVISED EDITOR. MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY COUNTY INSPECTORS), CAD01- DEWATERING OPERATIONS CONSTRUCTION NOTES CA002- PAVING OPERATIONS UNIT CAO03- STRUCTURE CONSTRUCTION AND PAINTING CONSTRUCT 4" THICK CONCRETE DRIVEWAY ON 6' CAB PER SPPWC, STANDARD _------------ ---- ----------- CAD 10- IMTERW. DELIVERY AND STORAGE CAD11- MATERIAL USE SF CA012- SPILL PREVEHTON AND CONTROL PLAN NO. 110-2, TYPE B, CA02D- SOLD WASTE MALAOEMENT CA021- HAZARDOUS WASTE MANADEMENT THIS PLAN HAS BEEN REVIEWED BY ENVIRONEMTAL CA022- CONTAMINATED SOIL MANAGEMENT Y-5.50', X- 3.00' CAD23-CONCRETE WAST_ MANAGEMENT CA030- VEHICLE AND EQUIPMENT CLEANING xrwROSEMEAD. CA031- VEHICLE AND EQUIPMENT FUEUNO CAD32- VEHICLE AND EQUIPMENT UNWIANCE EXIST. PCC CURB AND GUTTER. -------------------------------------- CAD40- EMPLOYEE/SUBCONITACTOR TRAINING SF ESCOI- SHEDUUNO ESCO2- PRESERVATION OF EXISTING VEGETATION CONSTRUCT 4' P.C.C. SIDEWALK ON 0" C.A.B.---=---------------=------------------- ESC10- SEEDING Mb PLANTING SF ESCi f- MULCHING ES020- OEOT7LTILES AND MATS CONSTRUCT IS'x1B'x8' DEEP CONCRETE CATCH BASIN PER DETAIL ------------------------------- ES021-DUST CONTROLS Eq ESC22- TEMPORARY STREAM CROSSING ON SHEET 2, ESC23- CONSTRUCTION ROAD STABILIZATION ES024- STABILIZED CONSTRUCTION ENTRANCE E3030- EARTH DIKE CONSTRUCT CURB DRAIN PER SPPWC STD. PLAN NO. 150-3,---------------------------------- ESC31- TEMPORARY GRAINS AND SWALES ESC32- SLOPE DRAIN LF ESC40- OUTLET PROTECTION 2-4' CAST IRON PIPES. ESC41- CHECK DAMS ESC42- SLOPE ROUGHENINO/T RRADINO ESC50- SILT FENCE ESC51- BMW BALE WADER © ESC52- SMD BAD BARRIER BOE 5-5-14 1 Rfl45Eb: "Aa wrralc ESC53- BRUSH OR ROCK FILTER ESC54- STORM DRAIN INILE PROTECTION MC55- SEDIMENT TRAP MC56- SEDIMENT BASIN PREPAREDBY. LANDEVELOPMENT ENGINEERING, INC. CML ENGINEERING ASSOCIATE: EDUARDO WUARRUEL 7340 E FLORENCE AVE J211 DOWNEY, CA 90240 (562) 325-8893 FAX (562) 949-5100 CELL (562) 325-8894 FAX evengineeringOychoo.com E-MAIL EARTHWORK CALCULATIONS (IN CUBIC YARDS) CUT- 125 CY FILL= 2,008 CY IMPORT- 1,884 CY EXPORT- 0 CY Trelp BMP NOTES: 1. INSERTS IN CATCH BASINS AND STDRM DRAIN INLETS TO FILTER SIDRM WATER RUNOFF OR APPROVED EQUAL, PRIOR TO DISCHARGING TO THE OCEAN STORM DRAIN SYSTEM. 2. STENCILING CATCH BASINS AND STORM DRAIN INLETS WITH PROHIBITIVE LANOLUBE (SUCH AS ?NO DUMPING - THIS DRAINS TO OCEAN-) AND / OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. 3 REGULAR SWEEPING OF STREETS WITHIN THE PROPOSED DEVELOPMENT 4. PROVIDE TRASH CANS AND RECYCLING RECEPTACLES ALONG PEDESTRIAN WAUM'AYS. 5. POST SIGNS MO PROHIBITIVE LANGUAGE AND / OR MANS TO DISCOURADE ILLEGAL DUMPING 6, URUZE NON-TOXIC PESTICIDES MD FERTILIZERS W THE LANDSCAPING MEAS OF THE PROJECT. 7. PROVIDE HOMEOWNERS WITH INFORMATION AND BROCHURES OUTLINING GOOD HOUSE KEEPING PRACTICES FOR THE USE AND DISPOSE OF HOUSEHOLD PRODUCTS. ENCOURAGE HOMEOWNERS TO USE NDN-HASARDOUS CLEANINO SUBSTANCES AND TO RECYCLE UNWANTED HOUSEHOLD HAZARDOUS MATERIALS INTO A COUNttWiOE HOUSEHOLD HAZARDOUS COLLECTION CENTER NOTES TO CONTRACTORS 1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SMALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE SAF PROVIDED A E PLACE TO WORK AND THE PUBUC IS PROTECTED, 2.AL1 CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SK41 CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE SM PROVIDED A E PLACE TO WORK AND THE PUBLIC IS PROTECTED. 3. THE CML ENGINEER SHALL NOT BE RESPONSIBLE W ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH ANY OF THE GOVERNMENT. STATE OR C17Y RULES AND REOULATIONS. CONTRACTORS FURTHER AGREES THAT HE SHAT ASSUME SOLE'MD COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REOUIREMENT SHALL APPLY CONTINUDUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL. DEFEND. INDEMNIFYAND HOLD THE OWNER AND THE CML ENGINEER HARMLESS FROM ANY AND LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPT FOR THE LMIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURAL SHOVN ON THESE PUNS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST 0 OUR KNOWLEDGE. THERE ARE NO EXLSTINO UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TME DUE PRECAUTIONARY MEASURES TD PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWINO. PRIOR TO EXCAVATION THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1-800-422-4133. VICINITY MAP Nor r0 SCALE THOMAS GUIDE PAGE AND GRID. 680-62 THESE EARTHWORK VOLUMES ARE APPROXIMATE. THE CONTRACTOR SHALL MAKE HIS OWN CALCULATIONS. SOILS SHRINKAGE IS NOT TAKEN IN CONSIDERATION FOR THIS QUANTITIES. ENGINEER Dote TITLE OF SHEET: CONSTRUCTION NOTES QUANTITY UNIT (D CONSTRUCT 4" THICK CONCRETE DRIVEWAY ON 6' CAB PER SPPWC, STANDARD _------------ ---- ----------- 185 SF CITY OF DIAMOND BAR PLAN NO. 110-2, TYPE B, - C/O ADOLFO DOMiNGUEZ THIS PLAN HAS BEEN REVIEWED BY ENVIRONEMTAL Y-5.50', X- 3.00' P.O. BOX 6234 xrwROSEMEAD. OREMOVE EXIST. PCC CURB AND GUTTER. -------------------------------------- 50 SF 3O CONSTRUCT 4' P.C.C. SIDEWALK ON 0" C.A.B.---=---------------=------------------- 308 SF ® CONSTRUCT IS'x1B'x8' DEEP CONCRETE CATCH BASIN PER DETAIL ------------------------------- I Eq IN THE CITY OF DIAMOND BAR ON SHEET 2, LANbEVELOPMENT ENOINEERIND, INC. raa [Na4Dcr AMr pll O CONSTRUCT CURB DRAIN PER SPPWC STD. PLAN NO. 150-3,---------------------------------- 14 LF n4Mu. "" 2-4' CAST IRON PIPES. REVIEWED 81' ANTE RCE DRN BO EV Ta" On PBS 50AEV 11-10, 1 OF 3 © SAWCUT AND REMOVE V EXISTING A.C. PAVEMENT AND BOE 5-5-14 1 Rfl45Eb: "Aa wrralc CONSTRUCT EXISTING THICKNESS + 1' (4" MIN.) A.C. (C2 -PG 64-10) PAVEMENT ON 8" TRENCH BACKFILL SLURRY (270-E-500)• --------------------------I -------- 40 SF O CONSTRUCT 4" CONCRETE SLAB WITH # 4 REBMS AT 16" ON CENTER, BOTH WAYS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 846 SF BO CONCRETE STAIRS TO BE CONSTRUCTED PER ARCHITECT'S PLANS AND SPECIFICATIONS. ------------------------------------------ 220 SF Q INSTALL 0" ABS PIPE, SCHEDULE 40--------------------------.------------------ 46 LF 10 CONSTRUCT 12" x 12" x 24' DEEP CONCRETE CATCH BASIN PER DETAIL ON --------------------------- I EA SHEET 3. 11 CONSTRUCT 12" WIDE X 6" DEEP CONCRETE V -GUTTER PER DETAIL ON SHEET 3.------------------------- 66 LF 12 CONSTRUCT 12" x 12" At 12" DEEP CONCRETE CATCH BASIN PER DETAIL ON --------------------------- 1 EA SHEET 3. - 1© INSTALL 4" ABS PIPE, SCHEDULE 40 _----------------------------- 52 LF 14 CONSTRUCT RETAINING WALL (HOUSE FOUNDATION) PER SEPARATE PLAN AND PERMIT .------------------------ 166 LF CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. -------------------------------------- 925 LF 16 INSTALL 6" CLEANOUT PER DETAIL ON ----------------------------------------- 4 EA SHEET 2. CONSTRUCT 18'08N12" DEEP CONCRETE CATCH BASIN PER ---------------------------------_ 1 EA DETAIL ON SHEET 2. 18 CONSTRUCT BIOINFILTRATION PLATER PER DETAIL ON SHEET 3 2 FA 19 INSTALL 4" ABS PIPE, SCHEDULE 40-------------------------------------------- 16 LF THESE EARTHWORK VOLUMES ARE APPROXIMATE. THE CONTRACTOR SHALL MAKE HIS OWN CALCULATIONS. SOILS SHRINKAGE IS NOT TAKEN IN CONSIDERATION FOR THIS QUANTITIES. ENGINEER Dote TITLE OF SHEET: SHEET 1. TITLE PAGE SHEET 2. CONCEPTUAL GRADING PLAN SHEET 3. CROSS SECTIONS AND DETAILS APPROVED BAY Msclwnm CITY OF DIAMOND BAR LOT 14 OF TRACT 37873 - C/O ADOLFO DOMiNGUEZ THIS PLAN HAS BEEN REVIEWED BY ENVIRONEMTAL GEOTECHNOLOGY LABORATORY , INC. AND DEEMED TO P.O. BOX 6234 xrwROSEMEAD. BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN CA 91770 OUR REPORT DATED NOVEMBER 9, 2005 AND ALL 1198 CHISOLM TRAIL DR. SUBSEQUENT ADDENDUMS, REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSION, MEASUREMENTS, CALCULATIONS, AC RA ANY °1'M''O �''^ARm rn IN THE CITY OF DIAMOND BAR PORTION OF DESIGN. LANbEVELOPMENT ENOINEERIND, INC. raa [Na4Dcr AMr pll "A TITLE PAGE n4Mu. "" REVIEWED 81' ANTE RCE DRN BO EV Ta" On PBS 50AEV 11-10, 1 OF 3 BOE 5-5-14 1 Rfl45Eb: "Aa wrralc I eae.o3 Aa1t4a ) / r 9,ko FESS/pN �� 8/ Y ii i i l ii l i l /" b'06 O (21 �¢�' O V• SA'(jH- 091.13 Da'oes� Ba1� l%I {'TT °krHc lI \t ii'>34'.l t� L)J O N (Ti DRe f42 r l 1 1 1°d CO29664 X , i / I I % 111 ( IRr I� 1 I I Isi 11 Lp CIVIC A /At to T }/ / lei DIRT I i ( i _ I AVERAGE SLOPE= 29.5% I \� IIlll � lk x'04• (, I D"i I )L; Cpl ao�F � 0.8' TO 4' HIGH RW I / II I I I DIRT/ 1 / /=e92.49 1071 f a 04 Iii I� m RETA/N1N/NG WALL LEGEND I �l 4' MAX. HIGH CANTILEVER RETAINING WALL I//) I I ; I '' I I I i , i• I HOUSE FOUNDATION RETAINING WALL \ H ;B93.95 u $ F / , 0.5To 4' HIGH RW,l "89427 GRADE LEGEND PROP. GRADE 8' ROUND GRATE le' . IB' NCR-I9/TFIO U ROH ������L STAN UN No., f1414 O COUPMYATD. TO TOP OF CURB STNMPD PUN No.,k-1414 OR D7NNDR. FL FLOWUNE _ T H. HIGH TVG TOP OF V -GUTTER L _ i..! ;• _ - - _ _ FF FINISH FLOOR D' ABS PIPE .�.� •': u.::.'i`' j;�i;:'': _ r _ •c m PE' PAD ELEVA77ON 1 I -16- 15' --•� Y - P.A. PLAN77NG AREA I FS FINISH SURFACE n CLEAN OUT DETAIL ® CONC. CATCH BASIN DETAIL FG FINISH GRADE NOT 70 SCALE NOT TO SCALE >' R • A I b1 I 4 7 •814.17 8 / Z 3.99 / P I I LI 046750 F 936.001 FG 114 1 1 I I II 7 1 4EV L I I 935.5 ';Fill 93t.0� PES l� Trd Y6�jLLn P35.50IF 921.50,IF �U"PPR MIDDLE/LEV�L 1 14 LOV(/Eq'LEVEL I II l{ >' R • A I b1 I 4 r M q 1 q �O / P I I LI 046750 F 936.001 FG 114 1 1 I I II 7 1 4EV L I I 935.5 ';Fill 93t.0� PES l� Trd Y6�jLLn P35.50IF 921.50,IF �U"PPR MIDDLE/LEV�L 1 14 LOV(/Eq'LEVEL I 1 I I 7 01, Uii o_ II . i r. I i, i 1 I I Irn-v I at I �C7 4 ez ea I 1 1 �I I 1( R. q I I 1 I l I I I T II 111 jJ 1 4 1 I n"'11 // I I j 11 1 11 1 I 141 I ill I Ili (C 11 ¢ 1 CO t � 1 1 \ IQ 11 IN 1 1 / \ � 14 / ` 1 I1 1411 � ilm 14 4N 1 `I R!". 18' "M-TRAFM JEST RON d / DIRT I / I I y� 1 I i CpH ? OR41E PM AUv URA M*M CNPWUD. SPRAVID PUN Ill A-1414 OR FN.A/A07f. ( / / al \ . , t; ` T 4' HIGH RW / / / ,/ $ 1 `', .�( ' \ \ / ;m o < 7' lm.8•�lmi r4' ,m. :.',f• VA �i�t TW' f?IISL- wV4 W 2.0 F (Z :•r.r:.,-;.i..?:i - - (- I I I I 1 / I gal 11.0 N •T': is �. ija.-C,..1: /.��;::.'•.: I I I I •03.871 3d'/ $MN•t(rl -�_� +J I I I I / , --k P, Ayy"99 •o / / P w% _I I (iii Lta� A 7 GONG. CATCH BASIN DETAIL ! ( I i l l /lkl\Oi.za/ l j j % i'/ % / / L' -- Ilr / %0 1.% NOT TO SCALE I - / /// / // 1 // . � ' .x07.33 / l l l l \ l / r �/ // /� / ��v �^�y � \• Ilt-�u.�:--- lfl•_p ODD BENCHMARK NUMBER., G 5076 DPW BY TAC IN S CB GRAND AVE 1M(J.J FT) E/0 BCR AT SE COR DIAMOND RAR BLVD QUAD/YEAR. LA MIRA01/2005 ELEVAT7011- 897.697 FEET LEGAL DESCRIPTION LOT 14 OF TRACT NO. 37873, IN THE CIN OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978. PAGES 3 TO 5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. A.P.N.: 8717-026-013 07.67 1 s 1 p o PREPAREDDr., LANDEVELOPMENT ENGINEERING, INC. CML ENGINEERING ASSOCIATE EDUARDO WLLARRUEL 7340 E FLORENCE AVE ]211DOWNENGINEER (562) 3 _ , 90240 Pablo B. nchez RCE 2,9t64 (562) 325-- 8893 FAX (562) 949-5100 CELL // EXP. 3-31-1 J (562) J25-8894 FAX V evenglnearingOyahoo.com E-MAIL Dote MIN, MINIMUM H. HIGH CONIC. CONCRETE HIGH RW RETAINING WALL EXPOSED HIGH X928.94 ----------------- EXIS77NG STRUCTURE / PROPOSED S7Awnff 105.50 EXISTING ELEVATION 105.50 PROPOSED ELEVA77fAl � ' m w R / 1 it - - ••>:- - -CENTERLINE - N = = PROPERTY LINE -(912) - --IXlS77NC CONTOUR LINE fLEYA77ON i ELLV �M� 812 PROPOSED CONTOUR LINE ELEVATION �PI ,! I 0.5' TO 41 HIGH RW 1 4, I Rio p - y/ --Y B.SZ-._ -'-�_ _ LOL705 _ (ARD. If I 937.e / \ \ �T \ -939.35 912 PROPOSED CONTOUR LINE ELEVATION l8 ' S ' Av . /gym• I // �F \\ r \ h rZ u n RESTRICTED USED AREA PER /X3JTi\ g GEOTECHNICAL, REPORT \937.93 3 � NOTE 'tl al UPON ISSUANCE OF CONDITONS OF APPROVAL A RESTRICTED USED AREA (RUA) WILL ` 1i BE REQUIRED TO PLACED ON THE SITE AS DETERMINED BY THE GEOTECHNICAL p m /' REPORT. =d 7 p -tom\IH FL9g3:sZ 11 36 O C P,j m 935. O -E); D. n SAWCUT h JOIN 411 -JE! _ cd (935) ` MI ��CC `++ to I4 9 -�t15:l 0 934.52 TC �. ` e 934.0 . . m 1 2 FL F- Lti n• 8 934.21 r �'iI L .Lp P J FIRE qj DRANF ,4 7 1 a dt �T Pt& 90% 'n \, 4 .:.•{ 5.5/ii 3 . TO 1�nJ TD� \ \ �1- - 14.37' - -j -TLI� i Se JZ11 I Ym"�mm 111 k 's(9jJ/ SIT 0it 1 /� Illlta111 �P•V.E 1 111 l `(9323` 11 I�P�lil Mary° 111 h�•9B 6B ~ 1 GRAPHIC SCALE 11 F' � W, j m M IY 7931.42 . i0 I 19 m F 1 WI� 1 IN FYSr ) o i]-�••;�EE 'NHO 11n9h 10 11 A 0 •� ELEV= 922.90) � o N CEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PLAN HAS BEEN REVIEWED BY ENVIRONEMTAL GEOTECHNOLOGY LABORATORY , INC. AND DEEMED TO Be IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORT DATED NOVEMBER 9, 2005 AND ALL SUBSEQUENT AODENDUMS. REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECT'S OF THE PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSION, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF DESIGN. REVIEWED BY DATE RCE CITY OF DIAMOND BAR LANDEVELOPMENT ENGINEERING, INC. 7Ja r eo4v4T,:1c prr INV M rovrtr, a PGtb LOT 14 OF TRACT 37873 ghfim C/O ADOLFO DOMINGUEZ P.O. DOX 5234 ROSEMEAD. CA 91770 1198 CHISOLM TRAIL DR. IN THE CITY OF DIAMOND BAR CONCEPTUAL GRADING PLAN 2OF3 18" MIX OF SAND AND AND ORGANIC MATERIALS, SOIL PERCOLATION RATE=5 INCH/HOUR 15" CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS 68-1.025 960 950 i 940 3 � az 930- It, 30It i I 920 2% ( 910 s• I 1 COMPACTED TO a o>} \ 90% MIN.' 900 \ I 1 890 �i PROP. LANDSCAPE AREA � 880 3" MULCH' 4.1 I I A:5 T - I m1 946.50 FF UPPER LEVEL 935.50 FF MIDDLE LEVE 924.50 FF LOWER LEVEL IW 0 p12' ,RfORALE 9I5.50fF'CERTIFIED 1198 CHISOLM TRAIL DR. 9 S.OD PE FILL COMPACTED TO IN THE CITY OF DIAMOND BAR 90% MIN, SECTION A -A' SCALE 1•-101 I I I I 1 1 1 8 L ----------- CERTIFIED FILL COMPACTED TO 90% MIN. PROP. GRADE ALONG NORTH SIDE k7 n -PROP. CATCH BASIN SS 4' PIPE TO DRAIN 70 THE LOWER PLANTING AREA I NATIVE SOILS I i _ _ I 4" PERFORATED PIPE _ i ( -I- - 20.0' - - - — I ------AREA c ( I MIN. ---- __ i o B-----IOINFILTRATION PLANTER DETAIL � 946.50 FF UPPER LEVE I I I NOT TO SCALE � - i I I � I b 940 = I 935.50 FF MIDI ' 0 c I ---- 930 I i 924.50 FF LOWER L t�QfEJ1'811Q� 920 I �. g i _ ORAGE -' 13.0' I ryl- I 9T5.,6o F� ^' c- CERTIFIES Q Qj, SA'Y 2 �[ zxF -915.00 PE COMPACT (� 'Y C - 90% MIN. � � � 4,p• I CERTIFIED FILL. . I . co � 1 - COMPACTED TO (D Q 910 ( 90% MIN, L„ ° CO29664 I 1\ �fill 900 1 ' 3 -�' PROP. LANDSCAPE AREA LS1J. CI VIS-. ��Q' SECT/ON B -B' OF CA����� 890SCALE ,•-,G' PREPARED SY. LANDEVELOPMENT ENGINEERING, INC. CML ENGINEERING ASSOCIATE.• EOU4RD0 YTLIARRUEL 7340 E FLORENCE AVE #211 DOWNEY, CA 90240 (562) 325-8893 FAX (562) 949-5100 CELL (562) 325-8894 FAX eveng,nee,ingOyahoo.com E-MAIL ENGINEER (a 0 Pgbt'olK Sanch z RC 29664 EXP. 3-31-13 Date CERTIFIED FILL COMPACTED TO 90% MIN. PROP. GRADE ALONG NORTH SIDE GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PIAN HAS BEEN REVIEWED BY ENVIRONEMTAI GEOTECHNOLOGY LABORATORY , INC. AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORT DATED NOVEMBER 9, 2005 AND ALL SUBSEQUENT ADDENDUMS. REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSION, MEASUREMENTS, CALCULATIONS, OR ANY POR71ON OF DESIGN. REVIEWED BY DATE RCE -970 T IW 0 p12' �.�_ 1198 CHISOLM TRAIL DR. Ip . 12' NON-TWM GST WN IN THE CITY OF DIAMOND BAR LANOEVELOPMENT ENGINEERING, INC. GME PEA kriWORA FOIRR2tY CDUPNN,LTD. 0gRO - 960 '•{!�� 5'WIOVIO PUtI NO. A-2010 OR EWNAm,',%' CROSS SECTIONS AND DETAILS Rix F- aw or. Ev I a*,Io on P85 acA,e /•.,9• 3 ()F 3 -,--- �CONC/CURB a4M J-5- 14 REMSM 1m .W m Wn-AM I -950 -� -- - --1- I V -940 r L. I I I �I s• i— i -930 L- --- - 920 10 CONC. CATCH BASIN DETAIL NOT TO SCALE -910 (— - 12- -900 2•-900 I I I I I I -890 -970 CONC. V -GUTTER DETAIL NOT TO SCALE -960 i , -950 T IW 12' . IY NON-IRAFM 051 R0N GATE PER ANUM EWMW O9PNE(LT0. StNOWD PIAN NO. A-2010 OR WUNAFM. 0 CONC ;`iii+i:, .n,•e. _- �.�_ 1198 CHISOLM TRAIL DR. Ip IN THE CITY OF DIAMOND BAR LANOEVELOPMENT ENGINEERING, INC. I,J 7.719 ranmrt Alf Aill R CROSS SECTIONS AND DETAILS Rix F- aw or. Ev I a*,Io on P85 acA,e /•.,9• 3 ()F 3 a4M J-5- 14 REMSM 1m .W m Wn-AM a 0 ILI I V -970 CONC. V -GUTTER DETAIL NOT TO SCALE -960 i , -950 LOT 14 OF TRACT 37873 -940 - 930 -920 12' . IY NON-IRAFM 051 R0N GATE PER ANUM EWMW O9PNE(LT0. StNOWD PIAN NO. A-2010 OR WUNAFM. 0 CONC ;`iii+i:, .n,•e. _- �.�_ --I s 1 I I I i -910 _� 12• s0. I- _- --' -900 CONC. CATCH BASIN DETAIL -890 NOT TO SCALE CITY OF DIAMOND BAR LOT 14 OF TRACT 37873 C/O ADOLFO DOMINGUEZ P.O. BOX E2M . ROSEUIDW, CA 9!770 . 1198 CHISOLM TRAIL DR. IN THE CITY OF DIAMOND BAR LANOEVELOPMENT ENGINEERING, INC. 7.719 ranmrt Alf Aill CROSS SECTIONS AND DETAILS Rix aw or. Ev I a*,Io on P85 acA,e /•.,9• 3 ()F 3 a4M J-5- 14 REMSM 1m .W m Wn-AM CONTOURS LENGTH CONTOUR ELEVATION 875 880 885 890 895 900 905 910 915 920 925 930 935 ' I "Ni i 1 / / ( nuc ' I I /16/ `rv� If/ 86, ' I I / / I ` I / / y L/ ••� l /ELFARIO LOF30S J�8�7) Y G' I LOTi6 l --D— l/ \ It 8717- 2 i g A.P.N.: .013 I l I 1 1 I g. TV...ASF/ -4'°sss. Ir: �g ,h°s �a - o. I AVE&GE SLOPE= f9.5% I ' \ Qp tE��wzp, I 3.:: ic L > It LENGTH (FEET) I I II I vt¢ I If, e a 6' 14' 28' 35' 56' 79' 103' 97' 91' 85' 77' 72' 25' TOTAL LENGTH = 768' ~( i u t (93'd.T3 TI.k11 L o t\� it L NW JI4 II L LOI W a :3 pp;; 1 f1 GI J FSE HYDft4NT�r 9 ; 11 �jE1F5� WI1.iSlf B°Xtl5'P`io lU' �I I _ k'�, �t�r_195J.ta J� 11.37''J', - -t"L- - - --------- ------ I S 8T�3'41' W - - -� - 112.3 , �' / ' �i r Q�ofESS/Q/y 1 0 t w4� o g. SgyFq� hli °N�. pit'— 8. "2 ll L 7a J n V GRAPHIC SCALE "' cy-CO2966�4 � / / / ' �/ /� / / 1 i 2_stomf NousE +it I1I +, +i 114 `es�.ae tolj a it t 1(noIN n FM K t % / 1 11 1 It ,,((951:58''' in 1 t Lp CMV It A� O� 1 to E'NLE�L OF - t N LEGAL DESCRIPTION LOT 14 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO 5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. A.P.N.: 8717-026-013 , LEGEND S i / / AVERAGE SLOPE CALCULATION TC l� RI / TOP OF CURB �_ / FORMULA: SLOPE= 0.002296 IL/A AVERAGE SLOPE= 0.002296 (5) 768 / 0.299 FL FLOWUNE I�JJ II I -kJ I 7 / WHERE: AVERAGE SLOPE- 29.5% H. HIGH -7 --t I MIN. MINIMUM II i / 1= CONTOUR INTERVAL IN FEET (5 FEET) I I L=SUMMATION OF LENGTH OF ALL CONTOURS IN FEET= 768 FEET H. HIGH A= AREA IN ACRES OF PARCEL BEING CONSIDERED=0.299 ACRES CE INE PfLRTY / I _ _ _�_ -- (910)— ——IX1577NG UNE CONTOUR UNE ELEYADON ' I "Ni i 1 / / ( nuc ' I I /16/ `rv� If/ 86, ' I I / / I ` I / / y L/ ••� l /ELFARIO LOF30S J�8�7) Y G' I LOTi6 l --D— l/ \ It 8717- 2 i g A.P.N.: .013 I l I 1 1 I g. TV...ASF/ -4'°sss. Ir: �g ,h°s �a - o. I AVE&GE SLOPE= f9.5% I ' \ Qp tE��wzp, I 3.:: ic L > It LENGTH (FEET) I I II I vt¢ I If, e a 6' 14' 28' 35' 56' 79' 103' 97' 91' 85' 77' 72' 25' TOTAL LENGTH = 768' ~( i u t (93'd.T3 TI.k11 L o t\� it L NW JI4 II L LOI W a :3 pp;; 1 f1 GI J FSE HYDft4NT�r 9 ; 11 �jE1F5� WI1.iSlf B°Xtl5'P`io lU' �I I _ k'�, �t�r_195J.ta J� 11.37''J', - -t"L- - - --------- ------ I S 8T�3'41' W - - -� - 112.3 , �' / ' �i r Q�ofESS/Q/y 1 0 t w4� o g. SgyFq� hli °N�. pit'— 8. "2 ll L 7a J n V GRAPHIC SCALE "' cy-CO2966�4 � / / / ' �/ /� / / 1 i 2_stomf NousE +it I1I +, +i 114 `es�.ae tolj a it t 1(noIN n FM K t % / 1 11 1 It ,,((951:58''' in 1 t Lp CMV It A� O� 1 to E'NLE�L OF - t N LEGAL DESCRIPTION LOT 14 OF TRACT NO. 37873, IN THE CITY OF DIAMOND BAR, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 978, PAGES 3 TO 5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 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CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 FA MEETING DATE: CASE/FILE NUMBER: GENERAL PLAN DESIGNATION: ZONING DISTRICT: PROJECT LOCATION: FTIT"i oil X W 0 to W June 24, 2014 Conditional Use Permit No. PL 2013-512 General Commercial (C) Community Commercial (C-2) 20627 Golden Springs Dr., Unit 1 F&G Diamond Bar, CA 91765 (APN 8762-034-022) Golden Springs Property, LLC 3435 Wilshire Blvd., Unit No. 2700 Los Angeles, CA 90010 Sheng-Hoa Wang 13619 Frazier St. Baldwin Park, CA 91706 The applicant is requesting a Conditional Use Permit to operate a martial arts studio ("Just Taekwondo") in a 2,000 square -foot space of an existing 39,609 square -foot multi -tenant shopping center. A -Conditional Use Permit is required for martial arts studios in the C-2 zone. The existing unit is currently vacant. Adopt the attached Resolution (Attachment 1) approving Conditional Use Permit No. PL2013-512, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.58, subject to conditions. Just Taekwondo is proposing to locate within an existing multi -tenant shopping center, located on the northwest corner of Golden Springs Drive and Lemon Avenue. The center consists of three detached one-story commercial buildings on a 2.77 gross acre parcel comprised of a 22,855 square -foot multi -tenant building (Building 1), a 12,154 square -foot multi -tenant building (Building 2), and a 4,600 square -foot stand-alone building (Building' 3), occupied by a full-service restaurant (Win Korean BBQ), fronting on the corner of the street intersection. Buildings 1 & 2 are located along the westerly and nd northerly property lines of the site, respectively. The applicant intends to occupy a currently vacant 2,000 square -foot tenant space,within Building 1. The center is accessed from two points of ingress/egress with one point located at the center of the site along the west side of Lemon Avenue in the southbound direction and the second point along the north side of Golden Springs Drive in the westbound direction: The parking lot has 201 parking stalls, landscape planter areas, and adequate exterior lighting throughout the property to serve patrons and visitors. A majority of the parking stalls are located along the front of the buildings with immediate access from vehicles to respective tenant space—via raised concrete pedestrian pathways—without crossing drive aisles within the center.. The applicant will be required to obtain building permits for any tenant improvements as well as complete minor accessibility improvements—such as interior signage and minor bathroom upgrades—necessary to comply with the Americans with Disability Act (ADA) and exiting requirements pertaining to the proposed tenant space of the building. Proiect Description Just Taekwondo ("JustTkd") is a martial arts studio with a certified instructor offering over 10 years of experience serving students in the local community. The applicant purports to provide classes and instruction "using the most modern, innovative, and safe training equipment available". The focused clientele consists of children and youth ranging in age from six to high school seniors, however the martial arts studio will be open to students of all ages. Classes will be divided by age range and skill level. Previously, JustTkd operated a martial arts studio in Rowland Heights and intends to operate in Diamond Bar at the new subject location. The applicant proposes to occupy a 2,000 square -foot lease area within Building 1. Other tenants in this building include retail, restaurants, professional offices, personal service uses, and a billiards room. Conditional Use Permit No. PL 2013-512 Page 2 of 8 Site Aerial: The proposed tenant space will be an open area lined with padded floor mats for engaged training activities and instruction surrounded by a five to six-foot wide wood - laminate floor for circulation and viewing. The rear of the tenant space will be occupied by an office area, two public restrooms, and an equipment storage area. Classes will be conducted on weekday and Saturday afternoons, and closed on Sunday. Days and hours of operation consist of Monday, Wednesday, and Friday, from 5:00 p.m. to 8:50 p.m.; Tuesday and Thursday, from 3:50 p.m. to 7:20 pm.; and Saturday from 2:00 p.m. to 5:00 p.m., with a minimum of 20 minutes between classes. Age range classes will consist of Little Tigers (under 10 years of age) and Juniors (over 14 years of age) with additional classes (Basic, Intermediate, All Belts, and Competition) based on skill level. Class size will range from five to 14 students with one instructor at all times. All competition classes are designated for in-house black belt student levels and are intended for demonstration purposes only. No outside martial arts studios will be invited to compete and no organized competitions will occur at this location. There will be a maximum of 14 students and 1 instructor at any one time. The proposed floor plan and hours of operation are provided on the following page, respectively. Conditional Use Permit No. PL 2013-512 Page 3 of 8 Operation'Proposed Days and Hours of 2� Monday Tuesday Wednesday Thursday Friday Saturday Little Tigers (6) Little Tigers(6) Basic (10) All Belts (5) All Belts (5) All Belts (6) All Belts (5) All Belts (5) Inter (12) All Belts (8) Junior/Inter (8) All Belts (8) Junior/Inter (8) All Belts (8) Competition(12) Competition(12) Competition(14) , Indicates max. number ofstudents per class. 2AII hours listed in PM. Conditional Use Permit No. PL 2013-512 Page 4of8 Site and Surrounding General Plan, Zoning and Land Uses The following table describes the surrounding land uses located adjacent to the subject property: Review Authority [Diamond Bar Municipal Code (DBIVIC) Section 22.581 A CUP is required for uses whose effect on the surrounding area cannot be determined before being analyzed for suitability at a particular location. When reviewing a CUP, consideration is given to the location, design, configuration, operational characteristics and potential impacts to determine. whether or not the proposed use will pose a detriment to the public health, safety and welfare. If it can be found that the proposed use is likely to be compatible with its surroundings, the Commission may approve the proposed use subject to conditions stipulating the manner in which the use must be conducted. If the Commission finds that the proposed use is likely to be detrimental to the general peace, health and general welfare, then it must deny the request. When a CUP is approved, it runs with the land and all conditions placed on the CUP are binding on all successors in interest. In other words, if the owners of the proposed art school were to close the business, a new tenant could locate in the space and operate the same type of business. The new tenant would be- required to comply with the same conditions as the previous tenant and would not be permitted to expand the martial arts studio without full review and approval by the Planning Commission. Conditional Use Permit No. PL 2013-512 Page 5 of 8 General Retail, Restaurant, Site General Commercial (C) C-2 Office, and Personal Services North South N/A Low Density Residential (RL) N/A RL 60 Freeway Single -Family Residential General Retail, Restaurant, East General Commercial (C) C-3 RLM Office, and Personal Services Single -Family Residential West Low -Medium Density Residential (RLM) T. Review Authority [Diamond Bar Municipal Code (DBIVIC) Section 22.581 A CUP is required for uses whose effect on the surrounding area cannot be determined before being analyzed for suitability at a particular location. When reviewing a CUP, consideration is given to the location, design, configuration, operational characteristics and potential impacts to determine. whether or not the proposed use will pose a detriment to the public health, safety and welfare. If it can be found that the proposed use is likely to be compatible with its surroundings, the Commission may approve the proposed use subject to conditions stipulating the manner in which the use must be conducted. If the Commission finds that the proposed use is likely to be detrimental to the general peace, health and general welfare, then it must deny the request. When a CUP is approved, it runs with the land and all conditions placed on the CUP are binding on all successors in interest. In other words, if the owners of the proposed art school were to close the business, a new tenant could locate in the space and operate the same type of business. The new tenant would be- required to comply with the same conditions as the previous tenant and would not be permitted to expand the martial arts studio without full review and approval by the Planning Commission. Conditional Use Permit No. PL 2013-512 Page 5 of 8 Shopping centers between 20,000 and 50,000 square feet in size are required to provide one parking space for every 250 square feet of gross floor area. The parking requirements for businesses approved under a CUP (i.e., schools, tutoring, health/fitness studios, etc.) are calculated separately. The shopping center provides 201 off-street parking spaces. The existing gross floor area of the shopping center—excluding the proposed martial arts studio, an existing billiards room, and a non -California Massage Therapy Council (CAMTC) certified massage establishment that closed for business (all of which require CUPs)—is 35,589 square feet, and therefore requires 143 parking spaces. The remaining 58 spaces are thus available to serve the three other establishments. The proposed martial arts studio requires- one space for each 150 square feet of gross floor area and one space for each employee. Since the martial arts studio will occupy 2,000 square feet of gross floor area and maintain only one employee at any onetime, at least 15 parking spaces are required. The existing billiards room requires two spaces for each table and required spaces for accessory uses. The billiards room—located on the north end of -Building 1—occupies 9.00 square feet of gross floor area and maintains eight tables with no accessory uses, and thus requires 16 parking spaces. The massage establishment requires one parking space for every 250 square feet of gross floor area. The massage establishment occupies 1,120 square feet of gross floor area and requires five parking spaces. Thus, 36. spaces are required to serve the martial arts studio, billiards room, and inactive massage establishment. Given that there are 58 on- site parking spaces to serve the three uses allowed with a CUP, the available parking will exceed the minimum code requirement by providing a surplus of 22 spaces. A breakdown of the City's development code parking requirement is provided in the table below: City's Development Code Parking Requirement Conditional Use Permit No. PL 2013-512 Page 6 of 8 • Shopping Center 35,589 1/250 SF 143 Billiards Room 900 2 spaces per table 16 Non-CAMTC Certified 1,120 1/250 SF 5 Massage Establishment Proposed Martial Arts 2,000 1/150 SF, plus 1 15 Studio space / employee Total 39,609 179 201 Conditional Use Permit No. PL 2013-512 Page 6 of 8 yt Ma TI. I � M When reviewing parking impacts on shopping centers, the various uses and peak business hours for those uses are taken into consideration. The existing shopping center has uses ranging from restaurants, offices, personal services, retail, and a billiards room. The varying uses result in a range of peak business hours and parking demands. Parking demand within the center is highest on weekdays from 9 a.m. to 6 p.m. The proposed martial arts studio will have limited classes on weekday afternoons and Saturdays. Trip generation potential is based on the proposed hours of operation, project characteristics such as the number *of students and instructors and capacity of the studio space, and schedule of classes. As a result of the proposed use, there will be a limited demand for parking spaces during the studio's operating hours. Based on the business proposal, 15 parking spaces are required to accommodate the parking for one instructor and a maximum of 14 students at any one time. Because class times are separated by twenty minutes, it is not anticipated that there will be an overlap between vehicular trios of incoming and outgoing students that would, result in an increased demand of parking spaces for the martial arts studio. Further, the parking demand is the same as the parking required per code. Staff also reviewed the 8th Edition of Trip Generation published by the Institute of Transportation Engineers (ITE) and found that there are no published rates for a billiards room or massage establishments. However, the parking demand for shopping centers less than 100,000 square feet, including uses such as the inactive massage establishment and billiards room, will generate an average of eight vehicle trips during the highest peak hour (between 4:00 pm and 6:00 pm) on weekdays, which is less than that required by code for the respective uses. Thus, it is anticipated that there will be ample parking spaces. Compatibility with Neighborhood The proposed martial arts studio will be located within an existing shopping center, surrounded by a freeway to the north, commercial uses to the east, and single-family residential uses to the south and west. The shopping center has a variety of uses, including restaurants, professional offices, personal services, retail uses, and a billiards room. In addition, there are existing tutoring centers in close proximity to the site, which are compatible with the proposed martial arts studio by -providing after-school activities and alternative opportunities for local children. Given the proposed hours of operation, the availability of parking, and the. types of adjoining uses, it is reasonable to conclude that the martial arts studio will be compatible with the other uses in the center and neighborhood. Conditional Use Permit No. PL 2013-512 Page 7 of 8 Project Site (Looking North from Golden Springs Drive) The Public Works Department and Building and Safety Division reviewed this project and included their comments in the attached resolution as conditions of approval. NOTICE OF PUBLIC HEARING: On June 12, 2014, public hearing notices were mailed to property owners within a 500 - foot radius of the'project site. On June 13, 2014, the notice was published in the Inland Valley Daily Tribune and San Gabriel Valley Tribune newspapers; the project site was posted with a notice display board; and a copy of the public notice was posted at the City's three designated community posting sites. ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301(a) (Interior alterations involving partitions and electrical conveyances) of the CEQA Guidelines. No further environmental review is required. Prepared by: 4Josu spVho t Planner Attachments: Reviewed by: Gr Senior Planner 1. Draft Resolution No. 2014 -XX and Conditions of Approval 2. Site Plan and Floor Plan Conditional Use Permit No. PL 2013-512. Page 8 of 8 PLANNING COMMISSION RESOLUTION NO. 2014 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. PL2013-512, TO OPERATE A 2,000 SQUARE -FOOT MARTIAL ARTS STUDIO LOCATED AT 20627 GOLDEN SPRINGS DR., UNIT 1F&G, DIAMOND BAR, CA (APN 8762-034-0122). A. RECITALS Property owner, Golden Springs Property, LLC, and applicant, Sheng-Hoa Wang have filed an application for Conditional Use Permit No. PL 2013-512 to operate a 2,000 square -foot martial arts studio located within a multi -tenant shopping center. The project site is more specifically described as 20627 Golden Springs Dr., Unit 1 F&G, Diamond Bar, Los Angeles County, California. Hereinafter in this resolution, the subject Conditional Use Permit shall collectively be referred to as the "Project" or "Proposed Use." 2. The subject property is comprised of a 2.77 gross acre parcel. it is located in the Community Commercial (C-2) zone and is consistent with the General Commercial land use designation of the General Plan. 3. The legal description of the subject property is described as Assessor's Parcel Number is 8762-034-022. 4. On June 13, 2014, notification of the public hearing for this project was published in the San Gabriel Valley Tribune and the Inland Valley -Daily Bulletin newspapers. On June 12, 2014, public hearing notices were mailed to property owners within a 500 -foot radius of the Project site and posted at the City's designated community posting sites. In addition to the published and mailed notices, the project site was posted with a display board and the notice was posted at three other locations within the project vicinity. 5. On June 24, 2014, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1 The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct. 2. The Planning Commission hereby determines the . Project to be .Categorically Exempt from the provisions ns of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19, Section 15301(a) (interior alterations involving partitions and electrical conveyances) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar Municipal Code (DBMC) Section 22.58, this Planning Commission hereby finds and approves as follows: Conditional Use Permit Review Findings (DBMC Section 22.58) The Proposed Use is allowed within the subject zoning district with the approval of a conditional use permit and complies with all other applicable provisions of this Development Code and the Municipal Code. Pursuant to DBMC Section 22.10.030, Table 2-6, a Martial arts studio is permitted in the C-2 zoning district with approval of a conditional use permit. Through compliance with the conditions of approval stipulating the manner in which the use must be conducted, the proposed use will be in compliance with all other provisions of the Development Code, and Municipal Code in general. 2. The Proposed Use is consistent with the general plan and any applicable specific plan. The Proposed Use is consistent with General Plan Strategy 1.3.3: ("Encourage neighborhood serving retail and service commercial uses'). The Project site is not subject to the provisions of any specific plan. 2 CUP No. PL2014-XX 3. The design, location, size and operating characteristics of the Proposed Use are compatible with the existing and future land uses in the vicinity. The Proposed Use is located within a multi -tenant shopping center occupied by various retail, restaurants, professional offices, and service uses, and shares similar traits with other operators, such as existing art and music schools in the vicinity. The varying uses result in a range of peak business hours and parking demands. As such, the operational characteristics and parking demands are compatible with the existing uses within the shopping center. Moreover, through compliance with the conditions of approval stipulating the manner in which the use must be conducted, the Proposed Use will be compatible with the other uses within the shopping center. 4. The subject site is physically suitable for the type and density/intensity of use being proposed, including access, provision of utilities, compatibility with adjoining land uses, and the absence of physical constraints. The Project site is located within an existing commercial shopping center that currently has compatible uses, such as retail, personal services, and a billiards room. The Proposed Use is physically suitable with the subject, site because it will be located in an existing building and no additional square footage is being proposed. In addition, the proposed use is intended to operate within an existing shopping center and will be using existing access and parking in the shopping center. I 5. Granting the conditional use permit will not be detrimental to the public interest, health, safety, convenience, or welfare, or injurious to persons, property, or improvements in the vicinity and zoning district in which the property is located. Prior to the issuance of any city permits, the Project is required to comply with all conditions of approval within the attached resolution, and the Building and Safety Division. Further, martial arts studios currently operate in other commercial areas in the City, and there are no known negative land use impacts associated with these similar uses. 6. The proposed Project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed use is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 3 CUP No. PL2014-XX Section 15301(a) (Interior alterations involving partitions and electrical conveyances) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves Conditional Use Permit No. PL2013-512 subject to the following conditions: 1 The establishment is approved as a martial arts studio as described in the application on file with the Planning Division, the Planning Commission staff report for Conditional Use Permit No. PL2013-512 dated June 24, 2014, and the Planning Commission minutes pertaining thereto, hereafter referred to as the "Use". No use other than a martial arts studio may operate on the project site unless this Conditional Use Permit is revoked or amended by the Planning Commission, or voluntarily discontinued and a replacement use is duly authorized by the City. 2. The Use shall substantially conform to the approved plans as submitted and approved by the Planning Commission and on file with the Community Development Department. 3. This Conditional Use Permit shall be valid only for 20627 Golden Springs Drive, Unit 1F&G, as depicted on the approved plans on file with the Planning Division. If the proposed use moves to a different location or expands into additional tenant spaces, the approved Conditional Use Permit shall terminate and a new Conditional Use Permit, subject to Planning Commission and/or City Council approval shall be required for the new location. If the Use ceases to operate, the approved Conditional Use Permit shall expire without further action by the City. 4. If, at any time, the City finds that the proposed Use is the cause of a parking deficiency or other land use impact, the Community Development Director may refer the matter back to the Planning Commission to consider amending this Conditional Use Permit to address .such impacts. 5. No changes to the approved scope of services comprising the use shall be permitted unless the applicant first applies for an amendment to this Conditional Use Permit, pays all application processing fees and receives approval from the Planning Commission and/or City Council. 4 CUP No. PL2014-XX The Planning Commission shall: (a) Certify to the adoption of this Resolution; and (b) Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Golden Springs Property, LLC, 3435 Wilshire Blvd., Unit No. 2700, Los Angeles, CA 90010; and applicant, Sheng-Hoa Wang, 13619 Frazier Street, Baldwin Park, CA 91706. APPROVED AND ADOPTED THIS 24TH DAY OF JUNE 2014, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. In Frank Farago, Chairman 1, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 24th day of June, 2014, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary CUP No. PL2014-XX • HIT I'MIAZI PROJECT #: Conditional Use Permit No. PL2013-512 SUBJECT: To allow a martial arts studio in a 2,000 square -foot space of an existing multi -tenant shopping center. PROPERTY Golden Springs Property, LLC, 3435 Wilshire Blvd., Unit No. OWNER(S): 2700, Los Angeles, CA 90010 APPLICANT: Sheng-Hoa Wang, 13619 Frazier Street, Baldwin Park, CA 91706 LOCATION: 20627 Golden Springs Dr., Unit 1F& G, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909)839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: 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 Conditional Use Permit No. PL 2013-512 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. 6 CUP No. PL2014-XX (b) Applicant shall promptly pay any final judgment rendered against the City defendants, The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Conditional Use Permit No. PL. 2013-512 at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. The business owners and all designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License, and zoning approval for those businesses located in Diamond Bar. 4. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 5. The project site shall be maintained and operated in full compliance. with the conditions of approval and all laws, or other applicable regulations. 6. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 7. To ensure compliance with all conditions of approval and applicable codes, the Conditional Use Permit shall be subject to periodic review.. If non-compliance with conditions of approval occurs, the Planning Commission may review the Conditional Use Permit. The Commission may revoke or modify the Conditional Use Permit. 8. Property owner/applicant shall remove the public hearing notice board within three (3) days of this project's approval. 9. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 7 CUP No. PL2014-XX B. FEES/DEPOSITS Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, and Public Works Department) at the established rates, prior to issuance of building permits, as required by the City. School fees as required shall be paid prior to the issuance 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 Conditional Use Permit No. PL2013-512 shall expire within two (2) years from the date of approval if the use has not been exercised as defined per DBMC 22.66.050 (b)(1). The applicant may request in writing a one year time extension subject to DBMC Section 22.60.050(c) for Planning Commission approval. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: Site accessibility shall be upgraded per CBC 1113-202.4. Upgrades include a level entrance and accessible parking signage. Consideration for other site access features is required such as curb ramps at the accessible stall. 2. The maximum number of occupants allowed is 30. Where the occupant load is over 30, the number of plumbing fixtures per CPC T-4-1 needs to be upgraded. Exiting will also need to be evaluated if the occupant load is over 30. WiRs 8 CUP No. PL2014-XX FORADAPURPOSE FLOOR PLAN . MARTIAL ART BUILDING PROJECT SUMMARY ADDRESS: 20627GOLDEN SPRINGS DRIVE, SUITE F&G DIAMOND BAR, CA, 9l'765 LOT AREA: 2.68 AC. BUILDING AREA: 22,855SQFT BUILDING 2AREA: l2,l54SQFT BUILDING 3AREA: 4.6UUS{JFT TOTAL BUILDING AREA: 39,609SQFT TOTAL PARKING STALL IS2Ol (5HANDICAP PARKING INCLUDED) BUILDING I BUILDING 2 A/B 2.600SQR A 2,235SQR C 1'120SQFT 8 1.000SQFT D/E 1'120SQFT C 1'000SQFT F/G 2.000SQFT D/E 2.000SC>FT H/] 2'700SQFT F 1'000SQFT K/L 1'120%QFT G 933SC)FT M/N 2.250SQFT H 933SQFT O 1'120%QFT J 933SQFT P 1.345SQFT K 1.100SQFT Q 980SQFT L 1.020SQF[ R )')203QFT TOTAL )2'l54SQFT S 1.560SQF[ T 7OUSQFT U 900SQF[ Bl81IJ8NG 3 Y 0OSQR YY 1.600SQFT A/B 4.600S(JFT TOTAL 22'O55SQFT L DLS BLE SIGN WILL BE CHANGED TO UPDATES VERSION BUILDING SITE PLAN NORTH SHEET TITLE: UNIT F& o FLOOR PLAN ovsnxu SITE PLAN ELECTRICAL 7 OFFICE OMAN I FLOOR MAT 2,000 SQFT ------------------------------------------- FORADAPURPOSE FLOOR PLAN . MARTIAL ART BUILDING PROJECT SUMMARY ADDRESS: 20627GOLDEN SPRINGS DRIVE, SUITE F&G DIAMOND BAR, CA, 9l'765 LOT AREA: 2.68 AC. BUILDING AREA: 22,855SQFT BUILDING 2AREA: l2,l54SQFT BUILDING 3AREA: 4.6UUS{JFT TOTAL BUILDING AREA: 39,609SQFT TOTAL PARKING STALL IS2Ol (5HANDICAP PARKING INCLUDED) BUILDING I BUILDING 2 A/B 2.600SQR A 2,235SQR C 1'120SQFT 8 1.000SQFT D/E 1'120SQFT C 1'000SQFT F/G 2.000SQFT D/E 2.000SC>FT H/] 2'700SQFT F 1'000SQFT K/L 1'120%QFT G 933SC)FT M/N 2.250SQFT H 933SQFT O 1'120%QFT J 933SQFT P 1.345SQFT K 1.100SQFT Q 980SQFT L 1.020SQF[ R )')203QFT TOTAL )2'l54SQFT S 1.560SQF[ T 7OUSQFT U 900SQF[ Bl81IJ8NG 3 Y 0OSQR YY 1.600SQFT A/B 4.600S(JFT TOTAL 22'O55SQFT L DLS BLE SIGN WILL BE CHANGED TO UPDATES VERSION BUILDING SITE PLAN NORTH SHEET TITLE: UNIT F& o FLOOR PLAN ovsnxu SITE PLAN 'all -a 7z- ap c c c C: c 0 0 0 0 0 16 -6 �6 '0 "0m _0 _0 '0 _0 ru C13 m I co 0 O O O 0 n c"I cu cu CD m 4n. .2 .2 0 m ITS U ucu L) CL C� C. a 0- m co u Ctt C) CL E-0 a) (I) a) a) CD CL CL CL CL 0 0 0 0 .0 r_ c 0 0 0 0 0 CL) a) a) (1) (D 71 0 0 0 0 Z. 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O O O U U O O O O 16 16 C C C C C c �. E 0 E 0 E o o CL C 0 LL ry W ca m m d 0 W I 0 W ry.4ij p dl (6 t+lii (i l (Mp co N i {Uj O N N f C U V n � N N � a N W N J N CD p c mom= m� °s �c a�E �E of 4 C V a. U t N .y wm C ,,ca N O C�i O J m0 N UO 0 0 Ocr N f Z C = O C NO V a) t -ts N 'S (O 3: 57 LO0.. NQ Nz CL o-'. Nz 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 June 24, 2014, the Diamond Bar Planning Commission will hold a Regular Meeting at 7:00 p.m. at City, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. I am employed by the City of Diamond Bar. On January 19, 2014, a copy of the Planning Commission Agenda was posted at the following locations: South Coast Quality Management District Auditorium 21865 East Copley Drive Diamond Bar, CA 91765 Diamond Bar Library 21800 Copley Drive Diamond Bar, CA 91765 Heritage Park 2900 Brea Canyon Road Diamond Bar, CA 91765 I declare under penalty of perjury that the foregoing is true and correct. Executed on June 19, 2014, at Diamond Bar, California. Stella Marquez Community Development Department CD:\zstella\aftidavitposting.doc