Loading...
HomeMy WebLinkAbout06/10/2014 PC AgendaPLANNING AGENDA June 10, 201-1 III 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 age -Ida items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. Written materials distributed to the Planning Commission within 72 hours of the Planning Commission meeting are available for public inspection immediately upon distribution in the City Clerk's office at 21810 Copley Drive, Diamond Bar, California, during normal business hours. In an effort to comply with the requirements of Title I/ of the Americans with Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any type of special equipment, assistance or accommodation(s) in order to communicate at a City public meeting must inform the Community Development Department at (909) 839-7030 a minimum of 72 hours prior to the scheduled meeting. Please refrain from smoking, eating or The City of Diamond Bar uses recycled paper drinking in the Auditorium and encourages you to do the same (�'tvnf[}'@OlOD���@[ _'�_ Diamond Planning Commission MEETING RULES The DleetOQS of the Diamond Bar Planning Commission are open b] the public.. /\ member of the [�—' public ~address the ConOisSionODthe subject ofone O[[�Oreagenda �ennsand/or other �e[nSof which are VV�hiO the subject Dlmatter �U�sdiCtioDiamondDft�� Diamond Ba[ Planning Commission. 8 request tO@ddress ^ the Commission should be submitted iUwriting Gtthe public hearing, tDthe Secretary Ofthe As a general nJ|e. the' '�v nfor public comments will t@hB place at the digC[8tOD of the Chair.Chair.HoVVeVe[ in order to facilitate - meeting, persons who are interested parties for 8D �0 �y be FBqUeSte'~to give their pnsaeDtEdiDO @tthe time the item is called on the calendar. The Chair may limit individual ��Ub�iC input to e minutes on any item; Or the Chair may limit t�8 tnt8| amount Of time aUoC8t8dforpUb|iCtestimony based on the number of people requesting to speak and the business of the CODlDliSs\Dn. Individuals are requested to conduct themselves in @ professional and businesslike rnoDne[ Comments and questions are VVe|CoDle So that all points of view are considered prior to the Commission making recommendations to the staff and City Council. in accordance with State LgVV (8[OVVD Act), all matters to be acted OD by the Commission must be posted at least 72 hours prior[ ` the COO omission meeting. In case of 8[ne[geDCy U[V,,,hen o subject Ol@ttB[ arises subsequent to the posting of the 8geOd8, upon making certain findings, the Co[DnOiSaiOn may act on item that is not on the posted agenda. - INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION ~ AoBDd~� for ��gOlondBar Planning Commission meetings are prepared by the Planning Division of the —" U (�O^''�hv UODeVe|np0BntDep8�0eOt. Agendas are available 72hours 'ortOthe DleetDg at City and ` the �public libr@ry. and, may be accessed by p9[SOn8| computer 8tthe contact information Every meeting of the Planning CDDlDlisSoD is recorded and duplicate recordings are available for nominal charge. ADA REQUIREMENTS Acordless 0icr'�one is available for those persons with mobility impairments who cannot access the public speaking area. The service 0fthe cordless, microphone and sign language interpreter services are available b, giving notice at least three bUSin8aa days in advance Of the meeting. Please telephone (909) 839-7030 between 7:30 a.m. and 5:30 p.m., Monday through Thu[Sdoy, and 7:30 a.m. HF1 PRIL CONTACT IN—FORMATION Copies OfAgenda, Rules Ofthe Commission, CDs ofMeetings (SOS)83B-703D CITY OF DIAMOND BAR PLANNING COMMISSION Tuesday, June 10, 2014 F—Melm 1 A CALL TO ORDER: 7:00 ME PLEDGE OF ALLEGIANCE: Next Resolution No. 2014-14 1. ROLL CALL: COMMISSIONERS: Jimmy Lin, Ruth Low, Peter Pirritano, 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: April 22, 2014 5. OLD BUSINESS: None 6. NEW BUSINESS: None 7. PUBLIC HEARING(S): 7.1 Development Review No. PL2013-465 — Under the authority of Diamond Bar Municipal Code Section 22.48, the applicant and property owners are requesting 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 acre) lot. The subject property is zoned Rural Residential (RR) with a consistent underlying General Plan land use designation of Rural Residential (RR). JUNE 10, 2014 PAGE 2 PLANNING COMMISSION AGENDA Project Address: 1948 Flint Rock Rd. Diamond Bar, CA 91765 Property Owner: Jin-Jie and Hu -Ping Yu 2457 Country Club drive Glendora, CA 91741 Applicant: Jack Wu 10410 Lower Azusa Rd., Suite 203 El Monte, Ca 91731 Environmental Determination: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Recommendation: Staff recommends that the Planning Commission approve Development Review No. PL 2013-465, based on the Findings of Fact, and subject to the conditions of approval as listed wi'L-hin the draft resolution. 8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 9. STAFF COMMENTS / INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future proiects: 10. SCHEDULE OF FUTURE EVENTS: TRAFFIC AND TRANSPORTATION Thursday, June 12, 2014 - 7:00 p.m. COMMISSION MEETING: Diamond Bar City Hall Windmill Community Room 21810 Copley Drive CITY COUNCIL MEETING: PLANNING COMMISSION MEETING: Tuesday, June 17, 2014 — 6:45 p.m. South Coast Air Quality Management District Auditorium, 21825 Copley Dr. Diamond Bar, CA 91765 Tuesday, June 24, 2014, 7:00 p.m. Diamond Bar City Hall Windmill Community Room 21810 Copley Drive JUNE 10, 2014 PAGE 3 PLANNING COMMISSION AGENDA PARKS AND RECREATION Thursday, June 26, 2014 — 7:00 p.m. COMMISSION MEETING: Diamond Bar City Hall Windmill Community Room 21810 Copley Drive CONCERTS IN THE PARK: Wednesdays, June 18 through August 13, 2014, 6:30 p.m. — 8:00 p.m. MOVIES IN THE PARK: Wednesdays, June 18 through August 13, 2014, following Concerts in the Park 11. ADJOURNMENT: r T L ; L -J URI f i -I L MINUTES OF THE CITY OF DIAMOND BAR MEETING OF THE PLANNING COMMISSION APRIL 22, 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: 1. ROLL CALL: Present: Absent: Chairman Farago led the Pledge of Allegiance. Commissioners Jimmy Lin, Ruth Low, Peter Pirritano, Chairman Frank Farago Vice Chairman Jack Shah was excused. Also present: Greg Gubman, Community Development Director; James Eggart, Assistant City Attorney; Grace Lee, Senior Planner; Josue Espino, Assistant Planner; Natalie Tobon, Assistant Planner; Raymond Tao, Building Official; and Stella Marquez, Administrative Coordinator. 2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS: None Offered. 3. APPROVAL OF AGENDA: As presented. 4. CONSENT CALENDAR: 4.1 Minutes of the April 8, 2014, Regular Meeting. C/Pirritano moved, C/Low seconded, to approve the April, 8, 2014, regular meeting minutes as presented. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Lin, Low, Pirritano, Chair/Farago NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Shah 5. OLD BUSINESS: None 6. NEW BUSINESS: 6.1 Review of Fiscal Year 2014-2015 Capital Improvement Program (CIP) Conformity with the General Plan. CDD/Gubman stated that state law requires the Planning Commission to make a finding of General Plan consistency prior to the City Council's adoption of the City's annual budget for its Capital Improvement Program (CIP). The Planning APRIL 22, 2014 PLANNING -COMMISSION Commission's role in this process is to advise the City Council that should it elect to adopt the CIP as presented to them in the budget, that doing so would not be at odds with the Goals & Objectives and overall vision of the City's adopted General Plan. If the Planning Commission determines that there is insufficient information to find that the CIP is in conformance with the General Plan, it may continue the matter. SP/Lee presented staff's report and recommended that the Planning Commission adopt a Resolution finding the proposed Fiscal Year 2014-2015 Capital Improvement Program in conformance with the General Plan. C/Low commented that she hoped part of the City's goal included water resource management within the City's beautification project by including native plantings. She also hoped that one of the City's goals was to encourage more pedestrian traffic in the future for health and business reasons. C/Lin asked why two parking lot improvement items at Peterson and Ronald Reagan Parks were highlighted and SP/Lee responded that they were placeholders for staff to make sure that the estimated costs were appropriate and are included in the budget. C/Lin disclosed that his company is involved in several of the projects and asked counsel if he should abstain from voting on this matter. ACA/Eggart responded "yes" and recommended that C/Lin leave the room until the item was completed. C/Lin left the room. Chair/Farrago asked if anyone in the public wishes to speak on this matter and with no one responding, he closed public comments. C/Pirritano moved, C/Low seconded, to adopt a Resolution finding the proposed Fiscal Year 2014-2015 Capital Improvement Program in conformance with the General Plan. Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Low, Pirritano, Chair/Farago NOES: COMMISSIONERS: None ABSTAIN: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Shah, Lin 7. PUBLIC HEARING(S): 7.1 Development Review and Minor Conditional Use Permit No. PL2013-136 — Under the authority of Diamond Bar Municipal Sections 22.48 and 22.56, the applicant, Rupert Mok and property owners, Vincent and Terry Yang, requested Development Review approval to construct a 1,799 square foot two-story addition to an existing 2,933 square foot single family residence on a 0.43 gross APRIL 22, 2014 VMW PLANNING COMMISSION acre (18,750 gross square foot) lot. A Minor Conditional Use Permit was requested for the expansion of a non -conforming structure where an existing patio cover has an existing non -conforming side setback of zero feet where five feet is required. The subject property is zoned Low Density Residential (RL) with a consistent underlying General Plan land use designation of Low Density Residential. PROJECT ADDRESS PROPERTY OWNER: 24209 Bryn Athyn Way Diamond Bar, CA 91765 Vincent and Terry Yang 24209 Bryn Athyn Way Diamond Bar, CA 91765 APPLICANT: Rupert Mok 829 S. Lemon Avenue, Suite All -B Walnut, CA 91789 AP/Tobon presented staff's report and recommended Planning Commission approval of Development Review and Knor Conditional Use Permit No. PL2013-136, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Low asked if any trees would be impacted by this addition and AP/Tobon responded that there would be no trees impacted. Chair/Farago opened the public hearing. Hector Armas said he lives across the street from the proposed project and he and his neighbors have questions about the project. He asked if this structure was going to be turned into a church which would produce additional traffic on a daily basis as well as, additional traffic during construction. Chair/Farago closed the public hearing. AP/Tobon explained that the proposal is to add bedrooms on the first and second floor along with a private theater and loft area. There has not been any mention of a "church" at the location and she is not aware of that being a. potential use. With respect to traffic during construction, it would be for normal construction vehicles during working hours which are Monday through Friday from 7:00 a.m. to 7:00 p.m. C/Low asked staff to address whether this structure would be turned into a business and whether the City has the authority to tell individuals how they may use their private residence. CDD/Gubman responded that the property is APRIL 22, 2014 PLANNING COMMISSION zoned for a single family residence (RL) and a church is not being proposed. Further, a church would not be permitted to be developed or used on this property. The use remains the same. This project involves enlargement of an existing residence within the City's Development Standards, to accommodate the family's need for additional space.. During review of this project, staff reviewed the development envelope to ensure that construction stays within the setbacks, maximum height restrictions, lot coverage requirements a:.nd staff reviewed the floor plan to verify that the underlying use of the building remained as a single family residence. There are no changes proposed that would suggest that the use is being altered from that of a single family residence to some other use. C/Low asked what recourse the neighbors would have in the case of a non- traditional church without signage that people were frequenting during the day. CDD/Gubman said he was not able to speculate on different scenarios. This project is a single family residence and there would be a "Certain amount of traffic generated from a single family residential use. Typically, the daily trips in and out of a residence is about 10 per day which would include visitors, deliveries, gardeners and other type of service personnel as well as, guests and visitors. C/Low asked if based upon the info5mation available to staff and what has been proposed as the addition there is no suggestion that any increase in traffic and noise will be over and above what would be expected for a residence of that size and CDD/Gubman responded that C/Low's assumption was correct. C/Lin said there is a case of a house in the midwest that holds bible study on a daily basis and the ruling was that people had a right to congregate in such a manner if they wished to do so. From the drawing, the improvements are proposed for bedrooms and there was no large space -proposed for a large gathering. Based on the proposal, he does not believe the addition was proposed to be used for a large. congregation on a constant basis. CDD/Gubman said that C/Lin's observation was correct unless it became a nuisance at a certain hour. C/Lin said he visited the site yesterday and agrees that the addition conforms to the City's development standards. C/Lin moved, C/Pirritano seconded, to approve Development Review and Minor Conditional Use Permit No. PL2013-136, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. J Motion carried by the following Roll Call vote: AYES: COMMISSIONERS: Lin, Low, Pirritano, Chair/Farago NOES: COMMISSIONERS: None ABSENT: COMMISSIONERS: VC/Shah APRIL 22, 2014 PAGE 5 PLANNING COMMISSION 7.2 Development Review No. PL2013-493— Under the authority of Diamond Bar Municipal Code Section 22.48, applicant Syed Raza & Associates, Inc. and property owner Vipin Vadecha requested Development Review approval to construct a 269 square foot addition and fagade remodel to an existing 4,370 square foot, two-level single family residence on a 65,776 gross square foot (1.51 gross- acre) lot. The subject t property is zoned Rural Residential (RR) with a consistent underlyi6g General Plan land use designation of Rural Residential (RR). maffiej���'�� 22925 Ridge Line Road Diamond Bar, CA 91765' Vipin Vadecha 22925 Ridge Line Road Diamond Bar, CA 91765 APPLICANT: Syed Raza & Associates, Inc. 12600 Central Avenue Chino, CA 91710 AP/Espino presented staff's report and recommended Planning Commission approval of Development Review No. PL2013-493, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Low commented that she liked the project, that it updates the fagade of the house nicely, and that she was pleased that the condition of approval in the resolution was revised to require the consulting arborist to verify the health of the Black Walnut tree after final inspection. C/Lin said the proposed second floor addition appears to cantilever out about 10 feet or so without any support and asked if the applicant did any structural analysis to determine whether it could hold the additional weight. AP/Espino responded that Building and Safety looked at the project and will be looking at the structural components of the project during the plan check process. At this time there were no concerns with the addition. Chair/Farago opened the public hearing. Syed Raza, project architect, explained that the overhang is secure and calculations have been submitted in the construction documents. Chair/Farago closed the public hearing. APRIL 22, 2014 Im PLANNING COMMISSION C/Low moved, C/Lin seconded, to approve Development Review No. PI -2013-493, 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 7.3 Conditional Use Permit No. PL2013-433 — The applicant requested approval of a Conditional Use Permit to operate an 871 square foot math,- tut ' oring school located within Peppertree Plaza. The property is zoribd Neighborhood Commercial (C-1) with an underlying General Plan land use designation of Professional Office. PROJECT ADDRESS: 3203 S. Brea Canyon Road, Suite A Diamond Bar, CA 91765 PROPERTY OWNER: Raphael Arhon 11616 Ventura Boulevard Studio City, CA 91604 APPLICANT: Carolyn An 3209 S. Brea Canyon Road, Suite E Diamond Bar, CA 91765 SP/Lee presented staff's report and BO/Tao presented a detailed overview of the phased approach for the ADA improvements at the property site. SP/Lee recommended Planning Commission approval of Conditional Use Permit No. PI -2013-433, based on the Findings of Fact, and subject to the conditions of approval as listed within the resolution. C/Low asked BO/Tao to clarify why the proposed phased method is reasonable for this project as opposed to not being reasonable to every other project that is similarly situated. BO/Tao responded that every project is somewhat unique and in this case, the challenging site with the slopes created difficulty in making the access occur at this point. All access improvements are required for any tenant improvements so the requirement is the same across the board with the applicant providing 20 percent of construction costs for access improvements. In this case, there is not a great amount of work so in order to prevent any other kind of liability issue such as a trip and fall issue for not having full compliance in another methodology, this seemed to be the most logical approach for this particular project. Staff looked at several options for fixing the issue and met with the contractor to discuss options even though the overriding circumstances are the same for any tenant improvement. APRIL 22, 2014 PAGE 7 PLANNING COMMISSION C/Lin said this center has existed for many years and if this project remains vacant the rest of the tenants would not have access under the grandfather clause. BO/Tao said that if there are no further improvements, the obligation that currently exists has been fulfilled. Technically speaking, there is no grandfather clause for this circumstance. The California Building Code is enforced by the Building Department and the Department is reactive to any improvements that occur so whenever an improvement occurs, the City is obligated to require the access upgrade. If there are no improvements, sites are subject to the federal guidelines and civil rights requirements for ADA access on a continuing basis. C/Lin asked if these requirements fell on the property owner rather than the tenant and BO/Tao responded that it is debatable. Typically, most of the time it is an improvement to the property outside of a tenant improvement space and is more likely a landlord issue; however, it is more of a legal question. C/Pirritano said that BO/Tao is correct that it can involve both the landlord and tenant. He has been involved in several lawsuits and that is typically what happens. He asked if there was processing at the cleaner's premises next door to this site. SP/Lee said she was not sure whether there was processing on site. Chair/Farrago opened the public hearing. C/Lin asked the, maximum number of students that would be on site and Alvin Chi, speaking for Carolyn An, said there would typically be only four or five kids in the classroom at one time. Chair/Farrago closed the public hearing. C/Lin moved, C/Pirritano seconded, to approve Conditional Use Permit No. PI -2013-433, 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 NOES: COMMISSIONERS ABSENT: COMMISSIONERS Lin, Low, Pirritano, Chair/Farago None VC/Shah 8. PLANNING COMMISSIONER COMMENTS/IN FORMATIONAL ITEMS: C/Low thanked staff for concise and easy to understand reports and PowerPoint presentations. . APRIL 22, 2014 9. STAFF COMMENTS/INFORMATIONAL ITEMS: 9.1 Public Hearing dates for future projects. 7 PLANNING COMMISSION CDD/Gubman reminded Commissioners that they would need to participate in the mandatory AB1 234 Ethics Training which is scheduled for Wednesday, May 7 at the Diamond Bar Center from 5:30 p.m. to 8:00 p.m. and includes dinner. Any Commissioners who are unable to attend the scheduled training session with the City Attorney can go to the Fair Political Practices Commission website and take the online course for which there is no fee but requires that the Commissioner print the Completion Certificate and turn it in to the City Clerk to verify compliance. The next Planning Commission meeting scheduled for May 13 has been canceled due to a lack of business and tonight's meeting will be adjourned to the next regularly scheduled meeting of May 27. CDD/Gubman reported that the vacant Ralphs space experienced a delay in the tenant improvements due to an issue between the landlord and tenant. However, staff has received word that the project is back on track and moving forward. Plans should be resubmitted to the Building and Safety Division soon with the hope that permits will be issued and construction will commence shortly thereafter. C/Low thanked CDD/Gubman for his email update on the Honda site construction plans and asked if she understood correctly that the City of Industry planned to move forward with construction of the stadium even though there is no team currently slated to move to the site. CDD/Gubman said there are two separate entitlements that are valid on the same 590 acres — one is the Industry Business Center (IBC) which is office/industrial/retail space and the other entitlement granted on the site is the NFL Stadium. According to the City of Industry staff, the grading that is occurring would accommodate either of those two scenarios. The construction schedule is synched with the date that Majestic has indicated to the NFL that it needs to know whether the NFL wishes to pursue the stadium project on this site. If not, the City of Industry will proceed with removing the second hill which would have provided the "bowl" in which stadium seating would be constructed. Currently, there is no settlement agreement relative to the IBC project; however, there is a settlement agreement related to the NFL project and if the City of Industry is grading for the stadium they will need to start making payments toward the $20 million initial lump sum to Diamond Bar. 61, ;?1- -71, APRIL 22, 2014 PAGE 9 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 8:13 p.m. to May 27, 2014. The foregoing minutes are hereby approved this 10th day of June, 2014. Attest: Respectfully Submitted, Greg Gubman Community Development Director Frank Farago, Chairman go- WHIMOW CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL, (909) 839-7030 - FAX (909) 861-3117 11EETING DATE: June 10, 2014 CASE/FILE NUMBER: . Development Review No. PL2013-465 PROJECT LOCATION: 1948 Flint Rock Road Diamond Bar, CA 91765 (APN 8713-032-025) GENERAL PLAN DESIGNATION: Rural Residential (RR) ZONING DISTRICT: iRural Residential (RR) PROPERTY OWNER: Jin-Jie and Hu Ping Yu 2457 Country Club Drive Glendora, CA 91741 APPLICANT: Jack Wu 10410 Lower Azusa Road, Suite 203 El Monte, CA 91731 The applicant. is requesting approval of a Development Review application to construct a new 9,027, square -foot, three-level, single-family residence with an attached 757 square -foot; three -car garage on a 4.81 gross acre (209,524 gross square -foot) lot. ua• 1 • •NIF Adopt the attached Resolution (Attachment 1) approving Development Review No. PL2013- 465, based on the findings of Diamond Bar Municipal Code (DBMC) Section 22.48, subject to conditions. The project site is located in the Diamond Bar Country Estates (The Country), on the east side of Flint Rock Road, at the end of the cul-de-sac. The property is undeveloped and slopes downward from the street before sloping upward towards the rear third of the site. There is a blue line stream at the bottom of the intersecting slopes. The rear portion of the site contains protected Coast Live 'Oak and Black Walnut trees, but will not be disturbed since construction activity will not occur in close proximity to this area. The property is legally described as Lot 97 of Tract No. 30091, and the Assessor's Parcel Number (APN) is 8713-032-025. Project Description The proposed single-family house consists of the following site plan and architectural components: Site Plan The property's gross lot area is 209,524 square feet (4.81 acres), and includes a -foot wide private street easement for Flint Rock Road along its frontage. There are Restricted Use and Flood Hazard Areas on the site. The Restricted Use Area borders along a rear portion6fthe house and extends 187 feet along the north side property line and 320 feet along the south side property line. The Flood Hazard Area is located at the center of the lot, approximately 160 feet from the closest portion of the rear of the home. The property's net buildable area (i.e., minus the private street easement and the Restricted Use and Flood Hazard Areas) is 135,036 square feet (3.10 acres). The house is situated toward the front of the lot, approximately 30 feet from the front property line where the natural grade begins to descend. Landscaping is proposed throughout the front and rear yard 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 four terraced retaining walls in the rear yard to create a 25 -foot rear pad to comply with the City's de resolution standards for the rear setback. A condition of approval will be added to the resolution for plans to show that all exposed portions of retaining walls will be finished with a smooth stucco application and material or decorative stone veneer to match the proposed exterior wall finish of the house. Architecture The proposed three-level house is located at the front of a down sloping portion of the property. The home consists of the following components: 3,473 square -foot upper (street) level consisting of a master bedroom with bathroom and walk-in closet, kitchen, pantry, nook, dining room, living room, laundry room, library* powder room, and entry area; 3,352 square -foot middle level consisting of a family room, home office, den, second master bedroom with master bath and walk-in closet, two bedrooms with baths and walk-in closets, respectively, and storage and mechanical rooms; 2,202 square -foot lower level consisting of a home theater, entertaining area, gym, steam room, and two bathrooms; 0 1,718 square -feet of balcony area; Development Review No. PL 2013-465 Page 2 of 9 a 757 square -foot, attached three -car garage; and a 424 square -foot covered patio. The height of the building is 35', measured from the finished grade to the highest point of the roofline. The architectural style of the home is Modern with flat the material on gable and shed roofs, smooth stucco, stone veneer, and simulated wood aluminum panel exterior wall finishes, aluminum frame doors and windows with frosted tempered garage door windows. The applicant has obtained approval from The Diamond Bar Country Estates Association. West (Front) Elevation Fl Smooth Stucco 2] Stone Veneer Simulated Wood Aluminum Siding Panel Development Review No. PL 2013-465 1 South (Side) Elevation 4] Dark Grey Painted Eave Black Anodized Aluminum Frame F❑61 Frosted Tempered Glass ❑7 Black Coated Steel Railing F81 Gray Tile Roof Page 3 of 9 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: Site and Grading Configuration: The - project site is located on an irregularly shaped property with a steep descending slope in excess of 50% for the first two-thirds of the site before ascending to the rear one-third of the lot. The applicant is proposing to cut 1,588 cubic yards of soil and fill 1,254 cubic yards of soil to create split-level buildable pads towards the front of the property. The applicant is also estimating approximately 420 cubic yards of over -excavation and re -compaction. Therefore, 334 cubic yards would have to be exported from the site. Standard dump truck capacities range from 10 to 15 cubic yards, so the proposed amount of export would require between 22 to 34 deliveries. The site is located on undisturbed grade and will be modified to allow for split level pads for all three floor areas. A series of four 4 -foot high tiered retaining walls will be constructed to accommodate the additional pad area in the rear yard. Architectural Features, Colors, and Materials: The architectural style is Modern. The applicant designed the project to have a variety of architectural elements to reflect the architectural style, including the following design features: ® Low pitched, gable and shed roofs with flat roof tiles; • Fagade details emphasizing horizontal lines, such as horizontal fenestration and simulated wood aluminum finish; ® Modest front entrance; ® Black color coated steel guardrails; and ® Natural colors used to highlight architectural details. Development Review No. PL 2013-465 Page 6 of 9 The applicant is proposing to use a variety of colors and materials to create character and articulation. The fagade of the house will have smooth stucco, stone veneer, and simulated wood aluminum panel exterior wall finishes. The scale and proportions of the proposed home are well balanced and appropriate for the site. Landscaping: Landscaping is used to soften the look of the paved surfaces, enhance the architecture, and create an overall site design that blends in with neighboring homes and the natural environment of the site. In the front yard, five -gallon shrubs such as Tobira and New Zealand flax are complemented with Kangaroo paw ground cover along the driveway and walkway. Several 15 -gallon King palms, and two 24 -inch box Sago palm trees are used along the path leading from the street towards the front entrance of the house. All plant types will be drought tolerant and non-invasive species. The project is required to comply with the City's Water Conservation Landscaping Ordinance, which is noted on the preliminary landscape plans and will be verified during building plan check. The subject property is located within the Los Angeles County Fire Department "Very High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with -the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. Compliance with Hillside Management Ordinance (DIBIVIC Section 22.22) 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. The project site was designed with: All proposed retaining walls associated with the building pad are at a maximum exposed height of four feet; ® Split pads are used to step down the natural slope; Earth tone building materials and color schemes are used that blend in With the natural landscape; The project is terraced on three pad levels. From the street view, the building has an appearance of a one-story structure, but the rear of the building steps down to three levels. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Development Review No. PL 2013-465 Page 7 of 9 I IMM -11 . IM 1 1141 i4 IRTIMMI, =77 i The proposed project complies with the goals and objectives as set forth in the adopted General Plan in terms of land use and density. The project is designed to be compatible with and enhance the character of the existing homes in the neighborhood. The new house will not be intrusive to neighboring homes and will not block existing views since the home on the north side of the property is at a higher elevation and the property to the south is situated at the end of the cul-de-sac, with views looking to the south. The project incorporates the principles of the City's Residential Design Guidelines as follows: The new single-family residence will conform to all development standards, including building height and setbacks, which is consistent with other homes in The Country Estates; A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; e The proposed new single-family residence is appropriate in mass and scale to the site; ® Elevations are treated with detailed architectural elements; . Roof lines are representative of the design and scale of the structure through vertical and horizontal articulations such as gable and shed roofs; Proper screening for ground and roof -mounted equipment is architecturally compatible with the dwelling in terms of materials, color, shape, and size and blends in with the proposed building design; ® Large wall expanses without windows or doors are avoided; a The exterior finish materials and colors blend with the natural environment; Landscaping is used to emphasize and highlight focal points such as.gardens, patios and walkways; and Landscaping is used to soften building lines and blend a structure with its environment, creating a transition between the hard vertical edges of the structure and the softer horizontal lines of the site. 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. Development Review No. PL 2013-465 Page 8 of 9 On May 29, 2014, public hearing notices were mailed to property owners within a 1,000 -foot radius of the project site. On May 30, 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 Exemptfrom the provisions of CEQA pursuant to the provisions of Article 19 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. No further environmental review is required. Prepared by: Josu spino il antPlanner Attachments: Reviewed by: Gr . Lee 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 2013-465 Page 9 of 9 PLANNING COMMISSION RESOLUTION NO. 2014 -XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL 2013-465 TO CONSTRUCT A NEW 9,027 SQUARE -FOOT, THREE-LEVEL, SINGLE-FAMILY RESIDENCE WITH AN ATTACHED 757 SQUARE -FOOT, THREE -CAR GARAGE ON A 4.81 GROSS ACRE (209,524 GROSS SQUARE -FOOT) LOT LOCATED AT 1948 FLINT ROCK ROAD, DIAMOND BAR, CA 91765 (APN 8713-032-025). A. RECITALS 1. The property owners, Jin-Jie and Hu -Ping Yu, and applicant, Jack VVu, filed an application for Development Review No. PL2013-465 to construct a new 9,027 square -foot, three-level, single-family residence with an attached 757 square -foot, three -car garage on a 4.81 gross acre (209,524 gross square -foot) lot located at 1948 Flint Rock Road, City of Diamond Bar, County of Los Angeles, California. Hereinafter in this resolution, the subject Development Review shall collectively be referred to as the "Project." 2. The subject property is made up of one parcel -totaling 209,524 gross square feet (4.81 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal description of the subject property is Lot 97 of Tract 30091. The Assessor's Parcel Number is 8713-032-025. 4. On May 30, 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 May 29, 2014, public notices were posted at the City's designated community posting sites. On May 29, 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 10, 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: 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, spacific 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 a// of the setbacks and requirements of the City's development code. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards: The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. In addition, no protected trees exist within close proximity to the construction area of the proposed home. 2 Planning Commission Resolution No. 2014 -XX The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan: The new single-family home is designed to be compatible with the character of the eclectic neighborhoods in The Country Estates. It is designed in the Modem style of architecture with earth -tone shades for the exterior finish to soften the building's visual impact and assist in preserving the hillside's aesthetic value. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing: The design of the new single-family home is reminiscent of Modem influences. Consistent building elements have been achieved through the utilization of similar architectural features and building materials. The new home will not be intrusive to neighboring homes and will be aesthetically appealing by integrating a variety of materials, such as flat roof tile, stone veneer an walls, and aluminum framing throughout the fenestration. pattern. 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. 3 Planning Commission Resolution No, 2014 -XX 6, The proposed project has been reviewed in compliance with the I provisions of the California Environmental Quality Act (CEQA): The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303(a) (new construction of a single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1 Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing; 2. All exposed portions of retaining walls shall be finished with a smooth stucco application and material or decorative stone veneer to match the proposed exterior wall finish of the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval; 4. Prior to building permit issuance, landscape and irrigation plans shall be reviewed and approved by the City's Consulting Landscape Architect and shall comply with the Water Conservation Landscaping Ordinance; 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, Jin-Jie and Hu -Ping Yu, 2457 Country Club Drive, Glendora, CA 91741; and applicant, Jack Wu, 10410 Lower Azusa Road, Suite 203, El Monte, CA, 91731. 4 Planning Commission Resolution No. 2014 -XX APPROVED AND ADOPTED THIS 10TH DAY OF JUNE 2014, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. go 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 10th day of June, 2014, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 Planning Commission Resolution No. 2014 -XX COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL 2013-465 SUBJECT: To construct a new 9,027 square -foot, three-level, single-family residence with attached 757 square -foot, three -car garage. , attai 1: PROPERTY Jin-Jie and Hu-Pinq Yu OWNER(S): 2457 Country Club Drive Glendora, CA 91741 APPLICANT: �Jack Wu 10410 Lower Azusa Road, Suite 203 El Monte, CA 91731 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 2013-465 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys fees, incurred in defense of such claims. 6 Planning Commission Resolution No. 2014 -XX (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2013-465, 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. 1 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, 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. 7 Planning Commission Resolution No. 2014 -XX 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 require ' d by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2013-465 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 9,027 square -foot, three-level, single-family residence with an attached 757 square -foot, three -car garage at 1948 Flint Rock Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 8 Planning Commission Resolution No. 2014 -XX 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase 'of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non- compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non-compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled toconstructthe project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. 9 Planning Commission Resolution No. 2014 -XX E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to insure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. 1 In the case of a conflict., where more restrictive provisions are contained in the Uniform Building Code. or in the fire code, the more restrictive provisions shall prevail. 2. Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. 3. Exterior walls shall be surfaced with noncombustible or fire- resistant materials. 4. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in compliance with the building code. 2. All development shall be constructed with adequate water supply and pressure for all proposed development in compliance with standards established by the fire marshal. 3. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and 10 Planning Commission Resolution No. 2014 -XX a fire hazard analysis study developed by the fire marshal. In the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. 4. Fuel modification areas shall incorporate soil erosion and sediment control measures to alleviate permanent scarring and accelerated erosion. 5. If the fire marshal determines in any specific case that difficult terrain, danger of erosion, or other unusual circumstances .make strict compliance with the clearance of vegetation undesirable or impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes of this chapter. 6. Special construction features maybe required in the design of structures where site investigations confirm potential geologic hazards. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. Applicant shall follow special requirements as required by the City Engineer for construction in a Restricted Use Area. No portion of the habitable structure shall be located in the Restricted Use Area and a Covenant and Agreement to construct in a Restricted Use Area shall be recorded and returned to the City prior to the issuance of any grading or retaining wall permits. 2. An Erosion Control Plan shall be submitted- concurrently with the grading plan clearly detailing erosion control measures. These measures shall be implemented during construction. The erosion control plan shall conform to national Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. 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 11 Planning Commission Resolution No. 2014 -XX 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 REPORTIGRADINGIRETAINING 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. The geotechnical report shall include recommendations to mitigate soil and geologic issues. found within the Restricted Use Area. 2. Upon approval of the geotechnical report, the applicant shall submit drainage and grading plans prepared by a Civil Engineer, licensed by the State of California, prepared in accordance with the City's requirements for the City's review and approval. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to City Code Section 22.22.080 -Grading. 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top -of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall 'be submitted to the Building and Safety Division for review and approval. 6. All equipment staging areas shall be located on the project site. Staging area, including material stockpile and equipment storage area, shall be enclosed within a 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. 12 Planning Commission Resolution No. 2014 -XX 8. The maximum grade of driveways serving building pad areas shall be 15 percent. In hillside areas driveway grades exceeding 15 percent shall have parking landings with a minimum 16 feet deep and shall not exceed five (5) percent grade or as required by the City Engineer. Driveways with a slope of 15 percent shall incorporate grooves for traction into the construction as required by the City Engineer. 9. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer. 10. 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. 2. Final grade certifications by project civil engineers shall be submitted to the Public Works Department prior to the issuance of any project final inspections/certificate of occupancy respectively. 1. Detailed drainage system information of the lot with careful attention to any flood hazard area shall be submitted. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on-site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. 2. Prior to the issuance of a grading permit, a complete hydrology and hydraulic study shall be prepared by a Civil Engineer registered in the State of California to the satisfaction of the City Engineer and Los Angeles Public Works Department. D. SEWERS/SEPTIC TANK 1. Applicant shall obtain connection permit(s) from the City and County Sanitation District prior to issuance of building permits. 13 Planning Commission Resolution No. 2014.XX 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 CAL Green shall be implemented onto plans and certification shall be provided by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CAL Green Code. 3. The storage and mechanical room on the mid-level near the stairs shall not be used as habitable area. B. PLANCHECK — ITEMS TO BE ADDRESSED PRIOR TO PLAN APPR&IAL, 1 The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 2. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 3. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 4. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building & Safety Division. 5. "Separate permits are required for pool, spa, pond, BBQ area, detached trellises and gazebos, fountains, retaining walls, fences over 6' in height, and solar panels" and shall be noted on plans. 6. All balconies shall be de -signed for 601b./ft. live load. 7. All easements shall be shown on the site plan. 14 Planning Commission Resolution No. 2014 -XX 8. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. 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. Fire -treated lumber shall be protected from sunlight exposure which will prevent deterioration of the fire treating of any exposed wood. Otherwise, the wood shall be covered with a rated material. d. Exterior construction shall be one-hour or non-combustible including under -deck and eave areas. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix 8105.1. 9. All retaining walls shall be separately submitted to the Building & Safety and Public Works/Engineering Departments for review and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 11. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 12. Light and ventilation shall comply with CBC 1203 and 1205. 13. Surcharge between retaining walls shall be accounted for in the structural design. This would include any overturning and sliding resistance between adjacent walls. 14. Foundation design shall be consistent with the soils report and utilize caisson type footings unless the soils report specifies otherwise. VMM F E I WE 1. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar Municipal Code 8.16 of 15 Planning Commission Resolution No. 2014 -XX 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. SCAQMD 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 toe contractor shall be updated on the building permit. D. CONSTRUCTION — CONDITIONS REQUIRED DURING CONSTRUCTION: 1. Fire sprinklers are required for new single family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 2. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 3. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one -hundred -eighty (180) days after permit issuance, and if a successful inspection has not bben 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. thru 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. 16 Planning Commission Resolution No. 2014 -XX 6. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 7. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 8. A height and setback survey may be required at completion of framing and foundations construction phases respectively. 9. The project shall be protected by a construction fence and shall comply with the NPDES & BMP requirements (sand bags, etc.). 10. The location of property lines and building pad may require a survey to be determined by the building inspection during foundation and/or frame inspection. 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 wwwjigalert.orq. 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 pat -terns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at, a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 16. Decks, roofs, and other flat surfaces shall slope at least 1/4"M with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 17. Special -inspections and structural observation will be required in conformance to CBC 1704 to 1709. ME 17 Planning Commission Resolution No. 2014 -XX r:u CN N t tt 0r10LN0 LEVEL Nr] 6F a X. ]W sF LOWEa LEVEL 1-1-1]2a2 SF m1AL - L 2013CX2013CRC '. [OVER W 0. r. i s r C col c• _ ]. OALGONw 'rte SF ImTAI Zgpg sf LOT COVERAGE o ALLOWEDA") ]a)Lfj. PROPOSEDI=SF•139e SF II]5A36SF. 11 9 m J ime•ar •� u- O n 1111. e ;t tn.c: or. 'i - rt ,r'rr ._ R'q•I cf oc/ ^-r-. - 7'' If, rap r1 c c El..l'ar _� r, r of n,a rY 1 ,r \ ♦• �ihOcvnl ria \\�:, ,\� \� ``ti. ,` _ \ ,�''�="-•-p� /- \'� IPr 111.1. `� _ oc �. .men q ria �" `'-•-`.. LEGEND: FLOOD HAZARD AREA i IC) C : nq E cwat nn i `•: �. Line �— ...... I1C .w vn MITi ��~�y~ ,� \ \\\ ..\ ��' /� ��-\� --- fiF-RAVA I:NF �\ r IT; Ill 11 Ima MITA I,- mnrhrsnrc nlnn) - / ! . A s:an; AREA Gen Inns:cape mm�) h ';�; \\ . \,(\ \\\\ _ ':;I:�"•,:: r ' ra,.IUM.i' ;. IN 11r:AImN h H Lni ANI .'^• \ \ \\ \ �� \\ \ t \,. - _ v. IN 111 rl,'Al I I IN ATI IANn!a:API ARI AS .�• \ . rnvra: ^, IT ore m INNeA: coria. p,,.. r , . .l -...'•. ,_. '- 1 ..:/f. -_' .: :—,,. r•-,rs ),va E%ISTifdi 9lrH TO EE ( T31;K4)N IN= MnGN 10 Of, To Ir) Lrir,. ;•-,rlerl \ ���9 V' r..••-'�, -'--J .. - _.-• ..,,' ,•;.1` ' IRt'a •: :c Walt uumN m ur. subrdua :r �. n,fl• ) ,`,.\�,�� �: \• \�`� '. - / -- - - 7~ ' ��•'.'''� \`' I Tu dura DtrN+ua NL) 4 _-1111__.-. .. .,. .. ;:I:Vir1,,V"'• Srttl It". 1'1'.11C.0 ..4• . '' .)\�\ .\ \ � \�.._ -' .._. r .'..- -'. � .f .•'.-/ „ /l/ \ \'� \ • �\\ \ tl / RESTRICTED AREA ;: i _J, ALL PROTECTED TREES SHAH REMAIN AND NOT _7 DISTURBED eU'11 IU UC nCMOVCD GCV-C ¢ L •�,C�D \X� No - sx c •nL Dribs_ rYo. � \ \:.\\t. �.\ \ _` _�, � L o � rA i:b� AREti�'_ rd �'�,,, iI Ir \\\_ ��}!E ArLrA tNOf' Or]1xr? . —x • \ 5Y \T GAEL�$DAR..P.A4. —\ 'b^t-\ '-0 O'L. +(1 Rru ¢Ae. 9'v3"VI sr=_=s EE9 err L r _AADx+� a ss rt'P PY°„ t'c ..- .. - e Suers rxt�a p rrr.¢e el- Nb =Do- r 5.A ,T - - it _ { @ w-o'Q? I i ,If 4 -� r -- - aEs*a•c1s..D A— lsEP—m %s r?'byµ- .. TO rT(-:__ uy#. .._••"u Z �q 1.9"'—_AvscA�E SCE LAna.,cAm• PL.N rr= p� \ ,� (•., .. Tr `¢! L=•�,�To" 9. ,td 'C�.. 3 = _. .. -.. a_ I.s nA� 'TwsTs oww s[T: L: r L r s-a.c-.a,L Deus. ,•.P son eFJI? e : b• a 1 s-0 s -A mess cAeLe rL'••ce ry r 6A.L '` •e;» Le/.LA wA- see c v _ /LER_ _on :.Dz �. ee .9, AL XC KL•IAVIGAL Dra55 � ,, _9 •C'? - i •--- -- ----�IppLE-C/E..3999 er. eFlCry t:_,. •. i'9.-1'-6 ' aLT�SC 9 V aELYL_[ 9 ♦ t a J ! '-_ � / a.D' ». can rc,c. --c. elbb.Sn- w ISDO - s -Les 9e9 c vl.r ...3, 9+-9 sr 1cL .I _+oD.b',a.t _. •,. A. y, s� - .1 �j4 g'•. LAr r cA-: il— - `r r•.. { __._ ^rr AL.. ZC'•1 \ \G i\AL_ ARCA sic A"b n -LL InKC^ DLLLR•-.' ._ �� e+_ s-ura.>,. Drabs, E1]3Rq L o '� ? //^/ - `L -n nAL.nA. .. 5_: -1♦ \CA,�C 7i'1!D5 r" T3aa Y' _ +t 1111 �I' =acoAc» b• / i I.A.- GRAS \G ANI; -) AA__ IQ �Pr.aa acre c vE ,� \K b• \. [ cD•-•r+-\ -. sem. r a.t _ r[nc[ .3. =-A � Nr, • ry L N'/ ` t A/1,[ _ V STT45 96' 3� GD M. e0. Y ¢> _ rEKc TD eC 4^•U^/CD SITE PLAN®� D6[D.EP:[ -' SCALE: V-30'-0" AcG LA b'I b E5' TREE PROTECTION STANDARDS i. The existing frees to be retained shall be enclosed by chain Unk fencing with a minimum height of live feel or by another pmtective bamer approved by the director prior to the issuance of a guiding or building permit and prior to commencement of work. Ii. Barriers shall be placed at least five feel outside the drip line of trees to be protected. A lesser distance may be approved by The director if appropriate to the spades and the adjacent constmction activity. III, No greets changes shall be made within the protective barriers without prior approval by The director. Whore roots greater than one inch in diameter are damaged of exposed,. the roots shall be cleanly saw cut and covered with soil In conformance with Industry standards. iv. Excavation or landscape preparation within the prolective barriers shall be limited to the use of hand tools and small hand-held power tools and shall not be of a depth that could cause root damage. v. No attachments or vines other than those of a prolective or non - damaging nature shall be attached to a protecletl tree. vi. No equipment or debris of any kind shall be placed within the protective barriers, No fuel, paint, solvent, oil, thinner. asphalt, cement, grout or any other construction chemical shall be stored or allowed in any manner to enter within the protected bamer. vii. If access within the protection zone of a protected beeie required during the construction process. the route shall be covered m a Si. inch mulch bed in the drip line area and the area shall be aerated and fertilized at the conclusion of the construction. viii. When the existing grade around a protected tree is to be raised, drain tiles shall be laid over the soil to drain liquids away from the bunk. The number of drains shall depend upon the soil material, Lighter sandy sells and porous gravelly material require fewer drains than heavy nonporous soils like clay. Dry wells shall be large enough to allow for maximum growth of the tree bunk. Dry well walls shall be constructed of materials that permit passage of air and water. ix. When the existing grade around a tree is to be lowered, either by terracing or a retaining wall, a combination may be used to lower grade. With either method, the area within the drip line shall be left at the original grade. The retaining Wall shall be porous To allow for aeration. x. Trees that have been destroyed or that have received major damage during construction shall be replaced prior to Mel inspection FIRE PROTECTION STANDARDS 1. Development shall be constructed to redum the potential for the spread of a brushfire. a. In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code. the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as defined in the building code. Open cave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of games. _ c. Exterior walls shall be surfaced win noncombustible or fire- resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncembuslible construction or shall be protected by tire - resistant material in compliance with the building code. it. All development shall be constructed with adequate water supply and pressure for all proposed development In compliance with standards established by the fire marshal. ill. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed To hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and rive codes and a fire hazard analysis study developed by the fire marshal. in the event abatement is not performed, the council may instruct the fire marshal to give notice to the owner of the property upon which the condition exists to correct the prohibited condition. If the owner fails to correct the condition, the council may muse the abatement to be performed and make the expense of the correction a lien on the property upon which the conditions exist. ncorporate soil erosion and sediment permanent scarring and accelerated SINGLE FAMILY RESIDENTIAL •s-6 rL'NT ROI\ RD, DIA„pfO EAR LA q'65 PROJECT SUMMARY On\ER W Y, TM., b.b 212 6014 FFZO-ECT AOORE55 +e ^. ecce ro. ;IA sut u.ras LOT ARTA: 135,0365F MITI ACRES) ZO": 44 OCLPANIY CIRO.R a-5 TYPE 0= CO\STRLCT:ON: v -o iLOT AREAI]5 SF FLOORAREA .W-0• W.I. 0r10LN0 LEVEL Nr] 6F AtWL LEVE, ]W sF LOWEa LEVEL 1-1-1]2a2 SF m1AL W2r 6F OTHERAREA 2013CX2013CRC '. [OVER W 0. xb F 2. GARAGE >31 :F ]. OALGONw 'rte SF ImTAI Zgpg sf LOT COVERAGE o ALLOWEDA") ]a)Lfj. PROPOSEDI=SF•139e SF II]5A36SF. 11 9 5C -EAC[, RO. FROP05AL —T Y,aD .W-0• W.I. 5'm A.6 -a) — 1". 5`41 (:!3' GDs. ro AD Ve 0.g6i SITE ILD,)YACs. :0'-0' a`r3'•]' 611,5. TD AD—Vl ELDSi reasonable alternative measures designed to advance the purposes W of these standards. ex.D5 10 C07C Or 0E51eN: 2013CX2013CRC structures where site Investigations confirm potential geologic 2013QCCMC.CK hazards. ]ccs ria pear r¢S.Gn DINt?D aM NhGlrµ F_s CLT FRE r-'FRIN<LER5, 1* sr- B:5 1 C .C4'CR t SLtk:.ATL 0 sN: :xs nAwn ,ce. rip ., col„o. aAn A4LFI"CLi: e.ry wore ssesto erxAe•. _.vxw LIV1L• A.s=pbr¢aro aacv aro rss'A4 A.c Nrrz Ia c w'nz u.9n ta. exw•ae u sww.N uoxr+.nzurzs lc rw.va. u:rpAVA.,n m a2r+,a•am ARCrOTECT Mq "Mit iD .o','-t[ItN1 �'R," F4piTL. LV SrArOAgpgt l"PDt[LrLN STMOUtDS la, H -I GE\mA1, rgbtgyireV ICaS 6T:`L4AL casrA,Lrcn TLT[s r curcrwAEcol co>E r¢wrc•2wts, a:6 AV7 SArzrt'a,ns'a'+xrls ' Pzz¢ roe 5 Ao. d Ate' SxMD_2. P.AV Ala{LULL �.AY A]0s lD,pt qa axr MNrrrPCA. rArc cnu':id Aso ass. LAteucxt e:LVArOrb f rniAILZ5r,roa) A9 a] aDS. ERIIICLR E':V.�TCe! RPIA r LE°T 5•'El MP aW. Y.Ov (A•N �arLD lb xtlal,C'SE1,51v nC rRC wA1APD Y'/IR.11' 20£ CD'9 v. If the fire marshal determines in any specific case that difficult terrain, No. danger of erosion, or other unusual circumstances make strict f - compliance with the clearance of vegetation undesirable or Impractical. the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes W of these standards. c 6aAD•A6 rtAv-wens vi. Special construction features may be required in the design of c]sxLia tc-6cp. o �R'10 scrDb structures where site Investigations confirm potential geologic LA\D6CAPI\G<_ hazards. .in ci7`IcE •u _—re M. ( Condluons of Approval VICINITY MAP .. 1111. .......... . I Any equipment whether on the root. side of a structure, at on the ground, should be propedy screened The method of screeNng should be architecturally compatible wdh the dwelling in terms materials, colors, shape, and size. and should blend with the building design, in lieu or screening, utility meters and equipment should be place In locations which are net Isimseq la view from the street where passible. 2 All on -silo utilities shall be placed underground at the time of development � r�9 _I Q No. Description f - Z os whoa W crezTL -- -' 0 eM'rtr 6TAR5 U) W r i- �OtS J Date o Description u.aG m J u- O t On Z Q 00 0 U7 a ti0�j tr ti ce Q O V M _ But 00 W to Z r-1 dj N rJ N NJ (nY-r 0 z.W ... STAMP '•n PLAN CHECK SET Revisions Date No. Description as on 3 os whoa j, crezTL -- -' eM'rtr 6TAR5 mzmmmmmmm Drawing Issues Date No. Description Drawing Title PROJECT DATA SITE PLAN TREE PROTECTION STANDARDS FIRE PROTECTION STANDARDS Drawn By: I.W. Checked By: Scale: AS SHOWN Date: D4/16/14 Drawing No. A1.01 ® EAST ^ COLLhN .i eCLOw 'S BALCONY • C°} �.; . . . . ... - L .•,51pe,YnRp•, _ _ _ __ -__ L �.LL _LL L. Y i7' I L L zewACKUNE I coLGrNn-� LI_LLLLLLLL LLL,LLLLLI' - CLL,. LLLLLLLLL Li_LLL_!__I_ - -- --- r KLLLLLLLI LLLLLLLLL \ ' . RCT.�Mt"a4' wRAS.L • lAHEREocuxL •L'-L__LLLLLLLL LLLLLLLLL sEe G Sa 5 rxLGiGRAL L� L L L LttALC1Q'& = LLLLLLLL \� D., . LLLL(�5W1LL LLLLLLLL! s LLLLL=!-Lq4--9LL LLLLLLLLL \ \ LLLLLLLLLLLLLILLL LI NOOK n ` 1 LLLLLLLLL LLLLLLLLL 1 — — :. :........... LLLLLLLLL LLL LI_LLL El\ _ _ I - MDININt \ _` u L..1124 I i '.'.'.'.'.'. •.'. I. KITCHEN . 4 � ❑ EL.e1134.00 MIN, 40• H. LDwE WALL' • • • • ❑ 7. 4.,a. 3.,d. 3.,d. 3. 4'4- vw SEE CIVIL / 5 e/5., • , FINISH MATCH MAI 6L06. Ax. SEE MECHANIC. • 4/455�y�j}-� S n • V-6- • • • 4 T 6'd 9'-0• a•O ' PANTRY LAU DR \ -�. r$•iK1LE 34'x40 i\ \ SKYLI \ \ (ASOV) TPP=. 7� ^ ' a ' X REFUSE BIN/ \ ••••••• - Z 11 1 RECYCLE BIN 4'-0• H. CBA FENCE, FIN15H MATCH BLDG. FF=I I2S.S' \ \• .z -?1' 5 -CARS \ GARAGE \ \ a. I \\ . 1 - 77'd 17'4 T: \ 4.'.'.'.'. ;•O FRONT YARD 5 E CLIME ED LAAN5 N SEE SITE PLAN . ...................... TGROUND LEVEL PLAN L ..'.. _ _ ........ SCALE: 1/4' =V-0" \ LLQ- LLLLLL 1 HIGH GEIL 42• H. 5TAINLC55 CABLE A / FORT MAr. 41-O.OG, LLLLLLL-LLLL L _I _LLLLLL' L41,- LL -LLLLLL: LLLL -'t - 4- LLLLLL ET I LLLLLL, LLLbALdL L_LLLzgbL LLLLLL LLLLLL MASTER BEDRM #I EL.e 1134.00 d'•0• la•a• A••1• sd r•4• _�\ wa• Z �LjI� LLI 0 nLAJa Ln ri �- 4-d J m \f 48 48. 5 PLIGHT r "W STAIR �v� 0rn co2O .. b — J ^.'-0' ' LIBRARY M _ O / DATUM EL.=1124.00 O s EL.e1134,00 � ,11 #1 � OJN E p ROI�On 0 N CA N N .H*4W:° ma A on mct o °cno aan ine.eol otMtlhvn°!n� f�c��k eul'1 nlN� .n �n�nei s1 IN. I IC unv accga�anca°o ei a'd � u Inay°e STAMP e. aec ea. q N.f' Cocvma.11f a aegneG ane d.— MI OLE LEVEL, BELOW `` I( SOLI ti kYl=LLLLLLLLLLLLL LOLL=112' qb-LLLLL(LLL { "�, LI_LLLLLLLLLLL—L- ' LLLLLLLLLLLLLLL --- "! —w• L LL LL `9 .4 T %• X CO O SIDE YARD MASTER SETBACK LINE BATHRM #1 EL. -1134A0 4 9 O 2 3.0 f'5L1�9LL.L-— _ o NTRY U LLLL L L Lh �t 42• . STAINLESS cABLB ARDRAIL— ll u H/7 T MAX 4'-O' O.G. P, LANDSCAPE �' BELOW en COURT YA p •iza;l<_eD�.'. P RG FF=1112.00 jj ••-••'.-.'.'.'. ••�/ (5ELOP4) . 1.•.•.•.•.•.•.'.•.'.'.'.'.'�f G - _-___-_ _ ___ 43"H. STAINL!55 GABLES -__-_ GUARDRAIL / FORT RETAININb L WHERE OGG4RJ 11 MAX. 4'-0.O SEE CIVIL 5 NRAL OW55. ,'. j,',',',','-',',','•..�• V� \ • . :. Ic (-� l • �' '•' i • Id• ._...--_'"_. 4Sµ; 3.0 REST. .:.'� c' ALL RETAINING, WALL AREA TO BE LANDSCAPED, F SEE LANDSCAPE DWG5. L. P :' . • : • :,yam m,� vv'` L GECEND E 'A 7 • , . • a 4 EJ1rH4 P NNG'P • D'L IER • •. • • •.%/ . .. \ _ ......... MARE)! SCARt ME EE UNDB ,rr .... \, ,/ • 15riN5 ya`M 6N�,,I \ % •.\'• ,• 'I•.�• /.• A •� j ELNR. AItLkOFu )C 00000p ........,..tVOSCAPE AREA (SEE NDSCAPE DWGS ge nNGf .G t_LLL.. ............ GROUND LEVEL BALCONY _' RE Y' LLLLLL PAVI`aC,�PER OWNER / � \R'. `��'E 5'INb 36' H16N \ 'AIpO! E LEOG tGON" -R \O'• ��Bi/� `� '/ LGMN.NItt 5"Lrc UIL r-ENLE\+'' PAVING PERvy_NQiER, / l , "'a"' LINE L CDAIAIUNItt SPLIT RNLNf,E J Q Z LLI 0 U) L1.1 Ln ri �- �rnQo J m Y tJ U<- 0 '1 ��1 0rn co2O .-/. a' .-I y O s ¢ � = = 0 N CA N N .H*4W:° ma A on mct o °cno aan ine.eol otMtlhvn°!n� f�c��k eul'1 nlN� .n �n�nei s1 IN. I IC unv accga�anca°o ei a'd � u Inay°e STAMP e. aec ea. q N.f' Cocvma.11f a aegneG ane d.— PLAN CHECK SET Revisions Date No. Description 77S7203 A wwln Z.= A A••ye 07]700 � M17004d3 Drawing Issues Date No. Desaipdon )rawing Title 3ROUND LEVEL 'LAN rawn By: J.W. Checked By: :ale: AS SHOWN Date: 03/09/14 rawing No. A2.01 t t No. 5 Date: 03/09/14 m Z A2.02 W M Ib m4 1r t } t t 't W J H o A -A eAST 4.0 ¢ L 2gb / I a�oa A2• H, STAINLESS G 6VARORAIL iN /POST D � dog /� i 1 A 1Qy .i a •��' drn CJ M CELORATION '�- WL ra � —* E In O .N --I F O 5.o -, t N N n fe drp.inga. ap• Ircmrpnf. rd>a>. d 1•�d inn�d; v...... elnereeen>orevwv p0M1or pui Id Ivivr wM1¢lo>Iner v ed. I•i�1 lM1nn �taNf Nin°>° d�vrrgf ,vs °1f soi•°r.� • r°ivl„ av°4vc >lrlciry os� X0nrirum nl• c rry �n»'M1 de'pm �ic 1 IMv n0 r Q°Ey i' of mtl r mea. > vDa a�a -cries STAMP HALCAW 12. ABOVE 3.45 i IDE ' /TB YARD ALK LINE r y 00"NIN°I L LL LLLLL LLLLLLL.LL LI a ' L LL LLLLL LLLLLLLLL L LL LLLLL LLLLLLI_LL ' _ BASEMENT BELOW 1(3 O eECDRAna+k:cuxva, motr rLtJnel / l ( 4 i• t BATT! #3 BATH a4 4 E117. h nal K. a, i DEN /��� tG)�� --i - BEDRM #3 IT #4 r i .I.G. #2i W.1,G. # 5MAOK LINE 4 t _ t HOME OFFICE e -k D'c HALLWAY a4• ra• +'1• 'a• ' db• aoT MASTER / T r - EL.•2.^A.-II'-6- 111 — - — - - BEDRM #2 Y n A RI / 'i t uj F-1 t POND FAMILY RC OM ! ------ " § Ae•x4e� BASEMENT MASTER SAT HRM 02 ' 4 rw MOUNTED TANKLE55 P AR BELOW n I• / t STORAGE .1 H "7 p PxwcE y MECH. ROOM 2WI � ' b 1 j '-_'._--.__-'•g-per._.. 10�' O' !' r''+s' a-4• �-a eo ------ na _.... SFT / S1DE SET ppK we• — — — — — -------`— -- ——xr----------------- ----- eA ----r�---- --- 0 we - ---_j - ( • COURT YARD % i FF=1112.00 , I F— ------------ ----------------------- ----------T/ -------� ' it � OO j lJ -'t -- --- ---- -------- A•A •� // / ` GROUND LEVEL O_ - i (I,` ABOVE I - t i, 7 ' i 1 V LJ LJ RETAININ6 WALL(WHERE CC=R) 9EE CIVIL / S7R!JGNQAL DW65. / i 1 ' t i o --- __- I FRONT I LE i SSIE PLAN --�'- `^^ ENTRY PAV NG HR DWNEft ,- HARD SCAPE AflEA t /-- -- ........ LANDSCAPE AREA t ............. GRWN. LEVEL BALCONY DI ILLI. PAYING PER OWNER 410OLE LEVEL BALCONY PAYING PER OWNER Sc I 01 � _r. _.{... ............. SETBACK LINE '1 s D �E LEVEL PLAN Z Z SCALE:1/414-'1•-0" ' 3 PLAN CHECK SET Revisions Date a]M= No. 5 Date: 03/09/14 m Z A2.02 W M Ib m4 0 >L saws W J H o ¢ L 2gb �,� a�oa Z 00 � dog j � h 7r 1Qy .i a •��' drn CJ M In O .N --I O 5.o -, U) N N n fe drp.inga. ap• Ircmrpnf. rd>a>. d 1•�d inn�d; v...... elnereeen>orevwv p0M1or pui Id Ivivr wM1¢lo>Iner v ed. I•i�1 lM1nn �taNf Nin°>° d�vrrgf ,vs °1f soi•°r.� • r°ivl„ av°4vc >lrlciry os� X0nrirum nl• c rry �n»'M1 de'pm �ic 1 IMv n0 r Q°Ey i' of mtl r mea. > vDa a�a -cries STAMP PLAN CHECK SET Revisions Date a]M= No. Desaiptlan Date: 03/09/14 m A2.02 M Ib m4 ® >L saws Drawing Issues Date No. Description Drawing Title MIDDLE LEVEL PLAN awn By: i.w. Checked By: ale: AS SHOWN Date: 03/09/14 awing No. A2.02 ry ... ..... UY, apart 1F .th,, Than W17.vur, a �m �,: 4 1 Revisions Date No. Description "222 u mm=3 ZOO= Drawing Issues )ate No. Description )cawing Me .OWER LEVEL 'BASEMENT) PLAN rawn By: 3.W. Checked By: ale: AS SHOWN Date: 03/09/14 rawIng No. LU q3: Ln fn C, 4 Ed S ry ... ..... UY, apart 1F .th,, Than W17.vur, a �m �,: 4 1 Revisions Date No. Description "222 u mm=3 ZOO= Drawing Issues )ate No. Description )cawing Me .OWER LEVEL 'BASEMENT) PLAN rawn By: 3.W. Checked By: ale: AS SHOWN Date: 03/09/14 rawIng No. A2.03 ABBREVIATIONS ILI a,•A ...... aI:P,.:, ur., „ [ FLOORAREA r of ]/r3 eF R WLE LEVEL ]]e] 6F Pu ]](V EF -- '- YOxr aF u 2013=2011cric ---a2a aF __ ]. 3 Gp8 Gi.PAGE lei SF 13. 9AtCOm' tI1B EF , ]a ro sF LOT COVERAGE A611 I. 1 C C i" PMPOeE01IIa29F•13066F1f t3SA365F• 266% <3p%.ax '. I( i C E Porn .: •.: 4\� \ .� �..•/'7 % ABBREVIATIONS ILI a,•A ...... aI:P,.:, ur., r •. ''. r; r; �... roc .1 ,mc ns1 Dcanl;on \ �:. `\. �`��• LEGEND: dA _OOD HAZARD AREA •cr..�r. o^ n..¢Hrn (ror gmn;ng plan) I .:.��: ��'�- -_� �,`, '� _ IF !. V 17,' ! :•,i;T :•"Nc I',U nwnll: V ... ... . r^.,n s:AnL Nara _a +cSCanr AREA (aeo loud:cAnc error) Tr 1 i�' \' ♦`,'� \ ` \\ 'f�\ \\\\ < :� _^�'�. _ _ � - y �-..,!n,-,�. —. .. rnL IDtA•'.':: INRIGAIIIIN `.YSt Wi ANI '.,"• \\ \\ k,\ \\ \\ ` \ \:' .. !'._ _ .._ `I - Y'�;b. �.J� 10 ill NS*AI I11) IN At I I.iNWWAPt ARI A_•g• �. . . .... ♦.. �:. , �--7 ES 5T N6 ouSH TO EE REMOVE rn^It;.N=•r nl n(:rt Ili lNNlnc cath I. (P,,. ,I,nn-y aa�; a ' \\ '. �' . \�' \'., ♦ .. ,.. .. .. ._ y. 1?.It Ni)N VII ICCO OAICIiING HIND. it CM01- (nE'ar: •:G WAIL OUIGN 10 Or. ' UWI1.11IIL._ :( 1•a:: i • { `. ` '^ ♦' \\� ' \ � \\ _:'} '-/' - '`' IO 411::; ULI'NN411 Ni,) t �♦'``'\�u,�� �\\\��\\ _ I. _._ _ _.\ ,+ r •i ._.... __ \\ RE5TRIOTED AREA \..� ) \ �\ ♦ \-\ \� \� - i ) _ I♦*,�!,:f ALL PROTECTED TREES SHALL REMAIN AND NOT r .... ss c i�rL'onss.ATYa. •1 \ \\\ , \ l �\�.\ �`.` �' _F 1 w, �RSrFA t3 LI..ARE,+�:=. , "'y�;\.'.,:I;<.\ /, DISTURBED --7 Ull TO 0C REMOVED [16111 6 v r '• .•S1 \T ♦\\:.= ll-F.•t,.� .4RPY i.� ASrrA M. \Y `r� �1 .....�?Att.IK sc-sAcr. ..VC .. - .\ ;\ i�4-' 'a�Cs�i�� d ]V J 1>-=lY' •rs.�LK i \ 9C^_ LVL .^.nae -w. ' .. :. •.. sT=s xE c v L ; _aacsc.a�anss m ;W, .:. ``yy f ..•. . J r,nae 9n I^' Nb ^0C_ r 9oa IA I5CPaRATe wswT/ w T-R�—i •.�sc..^C s LAr.��LA^e PLAN tt^ 9 Tr o ry i • d _ TAI'll .3 nA_: •tw_Re oeew! sec e v L , --.-L oras. ry r� °!) �j S •O' r•. sTa N_Css ueLc —r m , bATE Nov •:.-e;� :onE¢ 14 :=2 sP se_on e'¢.er,¢A_�n59 r:♦'.4•^'a'c. INe osi 1-jl: �,.T•t'f.:�-ro --_ \ i. _. ,tL.., OI CO. -.'9-0': aL XL KL�aV La_ Ons6 - -- J "9' ra-o•.. can rcvLc '-r♦s•, ua c eL�b;S°' '�'e' I: p'".w _ �) _ ! cvxaR+a `- - I err . 7Rm e-C�s -c saP.rc �F s+�9 sr lel. •I +oo. o•)- T ti : hs r.'d`' •1 b y � ., ^r.pscc pwss ' r ti f• • J P _ _ ..-... AL ¢ A \ \G /AAL_ ARCA RL-i-v+n M_L ln,-C2 OLG.R'- �.L __._. - VCn n4..na� .15'_� -A10- s[C L ,_ • s-¢-cr'.a�. v.•�s. 1amrRa s' o !- ,.. .� ,:;.�4//" a=wc..c+ >,• Rea - 1 k { l r � �! _ - .... .. _.... d�. el VCn�GOo�AE*E VE t� \f A�. \. C b 'G c0"Y•.\ v v- r 4A_ rEwC .�1. 'RE - 1 \ \G /VA_ \rGQ••'A' G4 SITE PLAN y®i C-0'Pa <°b' S co—, O e:re0.Ka4_rELE+OeCaC O O f 5 C\;C y A V E[I$PA$ 96 h bP LCMn'.V ^' Sem' RAL °E'.LC '-/SCALE>1"=30'-0"', r ArcyCaslu r Vis_ TREE PROTECTION STANDARDS I. The existing trees to be retained shall be enclosed by cham link fencing with a minimum height of five reel or by another protective banner approved by the director prior to the Issuance of a grading or building permit and prior to commencement of work. ii. Barriers shall be placed at least five feet outside the drip line of trees to be protected, A lesser distance may be approved by the director if appropriate to the species and the adjacent construction activity. Ill. No grade changes shall be mode within the prolective borders without prior approval by the director. Where roots greater than one inch in diameter are damaged or exposed.. the roots shall be cleanly saw cul and covered with soil In conformance with Industry standards. iv. Excavation or landscape preparation within the protective barriers shall be limited to the use of hand tools and small handheld Mver tools and shall not be of a depth that could Cause root damage. v. No attachments or wires other than those of a protective or non• damaging nature shall be attached to a protected tree. A. No equipment or debris of any kind shall be placed within the prolective barriers. No fuel. paint. solvent, all, thinner. asphalt, cement, grout or any other construction chemical shall be stored or allowed In any manner to enter within the protected bamer. vii. If access within the protection zone of a protected free is required during the construction process. the route shall be covered m asix- inch mulch bed in the drip line area and the area shall be aerated and fertilized at the Conclusion of the construction. viii. When the existing grade around a protected tree is to be raised. drain tiles shall be laid over the soil to drain liquids away from the Trunk. The number of drains shall depend upon the soil material. Lighter sandy soils and porous gravelly material require fewer drains than heavy nonporous soils like clay. Dry wells shall be large enough to slim for maximum growth of the free trunk. Dry well walls shall be ConsWcted of materials that permit passage of air and water. ix. When the existing grade around a free is to be lowered, either by terracing or a retaining wall, a Combination may be used to lower grade. With either method, the area within the drip line shall be left at the original grade. The retaining wall shall be porous to allow for aeration. x. Trees that have been destroyed or that have received major damage during construction shall be replaced prior to final inspection FIRE PROTECTION STANDARDS I. Development shall be constructed to reduce the potential for the spread of a brushfire. to, In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as dented in the building code. Open save ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of games. _ a Exterior walls shall be surfaced with noncombustible or fire- resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in Compliance with the building code. it, All development shall be constructed with adequate water supply and pressure for all proposed development In compliance with standards established by the fire marshal. Ill. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous tire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. in the event abatement is not performed. the council may instruct the fire marshal to give notice to the owner of the property upon which the Condition exists to correct the prohibited Condition. If the owner fails to correct the condition. the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the Conditions exist. ncorporate soil erosion and sediment permanent scarring and accelerated SINGLE FAMILY RESIDENTIAL I 1e-6 rLINT ROCK R0, DIA`' OND 5AR GA q'65 PROJECT SUMMARY OA`•ER yr Y, T1. 626 212 6014 PRO.ECT A7DRE55: b Rwr AOCK p. LO' ARA; 135,0365E (3.10 ACRES) WIC Aa OCLPAVCY CRO, -z 1.5 TYPE 0= CC`,-TR[OTa% ve [LOT AREA „ [ FLOORAREA r of ]/r3 eF R WLE LEVEL ]]e] 6F Pu ]](V EF -- '- YOxr aF u 2013=2011cric ---a2a aF __ ]. 3 Gp8 Gi.PAGE lei SF 13. 9AtCOm' tI1B EF rout ]a ro sF LOT COVERAGE d/ DO a a;;% I. 1 C C i" PMPOeE01IIa29F•13066F1f t3SA365F• 266% <3p%.ax '. I( i C E Porn .: •.: 4\� \ .� �..•/'7 % r •. ''. r; r; �... roc .1 ,mc ns1 Dcanl;on \ �:. `\. �`��• LEGEND: dA _OOD HAZARD AREA •cr..�r. o^ n..¢Hrn (ror gmn;ng plan) I .:.��: ��'�- -_� �,`, '� _ IF !. V 17,' ! :•,i;T :•"Nc I',U nwnll: V ... ... . r^.,n s:AnL Nara _a +cSCanr AREA (aeo loud:cAnc error) Tr 1 i�' \' ♦`,'� \ ` \\ 'f�\ \\\\ < :� _^�'�. _ _ � - y �-..,!n,-,�. —. .. rnL IDtA•'.':: INRIGAIIIIN `.YSt Wi ANI '.,"• \\ \\ k,\ \\ \\ ` \ \:' .. !'._ _ .._ `I - Y'�;b. �.J� 10 ill NS*AI I11) IN At I I.iNWWAPt ARI A_•g• �. . . .... ♦.. �:. , �--7 ES 5T N6 ouSH TO EE REMOVE rn^It;.N=•r nl n(:rt Ili lNNlnc cath I. (P,,. ,I,nn-y aa�; a ' \\ '. �' . \�' \'., ♦ .. ,.. .. .. ._ y. 1?.It Ni)N VII ICCO OAICIiING HIND. it CM01- (nE'ar: •:G WAIL OUIGN 10 Or. ' UWI1.11IIL._ :( 1•a:: i • { `. ` '^ ♦' \\� ' \ � \\ _:'} '-/' - '`' IO 411::; ULI'NN411 Ni,) t �♦'``'\�u,�� �\\\��\\ _ I. _._ _ _.\ ,+ r •i ._.... __ \\ RE5TRIOTED AREA \..� ) \ �\ ♦ \-\ \� \� - i ) _ I♦*,�!,:f ALL PROTECTED TREES SHALL REMAIN AND NOT r .... ss c i�rL'onss.ATYa. •1 \ \\\ , \ l �\�.\ �`.` �' _F 1 w, �RSrFA t3 LI..ARE,+�:=. , "'y�;\.'.,:I;<.\ /, DISTURBED --7 Ull TO 0C REMOVED [16111 6 v r '• .•S1 \T ♦\\:.= ll-F.•t,.� .4RPY i.� ASrrA M. \Y `r� �1 .....�?Att.IK sc-sAcr. ..VC .. - .\ ;\ i�4-' 'a�Cs�i�� d ]V J 1>-=lY' •rs.�LK i \ 9C^_ LVL .^.nae -w. ' .. :. •.. sT=s xE c v L ; _aacsc.a�anss m ;W, .:. ``yy f ..•. . J r,nae 9n I^' Nb ^0C_ r 9oa IA I5CPaRATe wswT/ w T-R�—i •.�sc..^C s LAr.��LA^e PLAN tt^ 9 Tr o ry i • d _ TAI'll .3 nA_: •tw_Re oeew! sec e v L , --.-L oras. ry r� °!) �j S •O' r•. sTa N_Css ueLc —r m , bATE Nov •:.-e;� :onE¢ 14 :=2 sP se_on e'¢.er,¢A_�n59 r:♦'.4•^'a'c. INe osi 1-jl: �,.T•t'f.:�-ro --_ \ i. _. ,tL.., OI CO. -.'9-0': aL XL KL�aV La_ Ons6 - -- J "9' ra-o•.. can rcvLc '-r♦s•, ua c eL�b;S°' '�'e' I: p'".w _ �) _ ! cvxaR+a `- - I err . 7Rm e-C�s -c saP.rc �F s+�9 sr lel. •I +oo. o•)- T ti : hs r.'d`' •1 b y � ., ^r.pscc pwss ' r ti f• • J P _ _ ..-... AL ¢ A \ \G /AAL_ ARCA RL-i-v+n M_L ln,-C2 OLG.R'- �.L __._. - VCn n4..na� .15'_� -A10- s[C L ,_ • s-¢-cr'.a�. v.•�s. 1amrRa s' o !- ,.. .� ,:;.�4//" a=wc..c+ >,• Rea - 1 k { l r � �! _ - .... .. _.... d�. el VCn�GOo�AE*E VE t� \f A�. \. C b 'G c0"Y•.\ v v- r 4A_ rEwC .�1. 'RE - 1 \ \G /VA_ \rGQ••'A' G4 SITE PLAN y®i C-0'Pa <°b' S co—, O e:re0.Ka4_rELE+OeCaC O O f 5 C\;C y A V E[I$PA$ 96 h bP LCMn'.V ^' Sem' RAL °E'.LC '-/SCALE>1"=30'-0"', r ArcyCaslu r Vis_ TREE PROTECTION STANDARDS I. The existing trees to be retained shall be enclosed by cham link fencing with a minimum height of five reel or by another protective banner approved by the director prior to the Issuance of a grading or building permit and prior to commencement of work. ii. Barriers shall be placed at least five feet outside the drip line of trees to be protected, A lesser distance may be approved by the director if appropriate to the species and the adjacent construction activity. Ill. No grade changes shall be mode within the prolective borders without prior approval by the director. Where roots greater than one inch in diameter are damaged or exposed.. the roots shall be cleanly saw cul and covered with soil In conformance with Industry standards. iv. Excavation or landscape preparation within the protective barriers shall be limited to the use of hand tools and small handheld Mver tools and shall not be of a depth that could Cause root damage. v. No attachments or wires other than those of a protective or non• damaging nature shall be attached to a protected tree. A. No equipment or debris of any kind shall be placed within the prolective barriers. No fuel. paint. solvent, all, thinner. asphalt, cement, grout or any other construction chemical shall be stored or allowed In any manner to enter within the protected bamer. vii. If access within the protection zone of a protected free is required during the construction process. the route shall be covered m asix- inch mulch bed in the drip line area and the area shall be aerated and fertilized at the Conclusion of the construction. viii. When the existing grade around a protected tree is to be raised. drain tiles shall be laid over the soil to drain liquids away from the Trunk. The number of drains shall depend upon the soil material. Lighter sandy soils and porous gravelly material require fewer drains than heavy nonporous soils like clay. Dry wells shall be large enough to slim for maximum growth of the free trunk. Dry well walls shall be ConsWcted of materials that permit passage of air and water. ix. When the existing grade around a free is to be lowered, either by terracing or a retaining wall, a Combination may be used to lower grade. With either method, the area within the drip line shall be left at the original grade. The retaining wall shall be porous to allow for aeration. x. Trees that have been destroyed or that have received major damage during construction shall be replaced prior to final inspection FIRE PROTECTION STANDARDS I. Development shall be constructed to reduce the potential for the spread of a brushfire. to, In the case of a conflict, where more restrictive provisions are contained in the Uniform Building Code or in the fire code, the more restrictive provisions shall prevail. b. Roofs shall be covered with noncombustible materials as dented in the building code. Open save ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of games. _ a Exterior walls shall be surfaced with noncombustible or fire- resistant materials. d. Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in Compliance with the building code. it, All development shall be constructed with adequate water supply and pressure for all proposed development In compliance with standards established by the fire marshal. Ill. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous tire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. in the event abatement is not performed. the council may instruct the fire marshal to give notice to the owner of the property upon which the Condition exists to correct the prohibited Condition. If the owner fails to correct the condition. the council may cause the abatement to be performed and make the expense of the correction a lien on the property upon which the Conditions exist. ncorporate soil erosion and sediment permanent scarring and accelerated SINGLE FAMILY RESIDENTIAL I 1e-6 rLINT ROCK R0, DIA`' OND 5AR GA q'65 PROJECT SUMMARY OA`•ER yr Y, T1. 626 212 6014 PRO.ECT A7DRE55: b Rwr AOCK p. LO' ARA; 135,0365E (3.10 ACRES) WIC Aa OCLPAVCY CRO, -z 1.5 TYPE 0= CC`,-TR[OTa% ve [LOT AREA 136.o3a SF FLOORAREA so -0• so' -r Ga0UN0 LEVEL ]/r3 eF R WLE LEVEL ]]e] 6F LOWER LEVEL IaA9EAtENn ]](V EF mitt YOxr aF OTHER AREA 2013=2011cric t. CWER PAM ---a2a aF __ ]. 3 Gp8 Gi.PAGE lei SF 13. 9AtCOm' tI1B EF rout ]a ro sF LOT COVERAGE d/ DO a a;;% Auoweo (LUxI ]01L, PMPOeE01IIa29F•13066F1f t3SA365F• 266% <3p%.ax SE'EACK, RD. FROP05AL mart rAAo so -0• so' -r 9M A 11+ id•I' ':9-0' 114' (]'3'•S• BuDs 10 gO,K[Mt LV' bi 510: am) YAR.n. d-0' OSI' (3•]' &a6. To AOJ - . li i REAR YARD: :1-0' M 0, ItMxp 1V V of these ytandarls. b3]'-0' aLD6, 10 ix`�, NE' COE OF DES16N: 2013=2011cric structures where site investigations Confirm potential geologic x01302 VAC, CPC hazards. _ pIa`mp e,n FtNcrvu cco:s IA iV CIERST r,& Cds FIRE "IKLER5, YES �A TC a T Ixs ice �"'zo..:aron,cn .IR r, agLhiTLT: bm•wvrw �wT,TL LA.91 .T� ]6 zsmTo corAcr. xxw LIVID A�••tMKLAq O0.V E. ^�'v1G.A Ti rC 6b 95]•6'6 to Fvb. �aC56M A•lAL4•Q NG, lTJaK �U2 NL ca. ocu.na Rt ax,3V Am ARCHIT'LCT: a Lt PPOELi pATA / s;+e nJ:l f r0h 5` "R2 nory axp9V RE.Aa:Ec*ce suoAlms d, N.I sE\•AaL co'6nac 1025 sENCiX L0A1TRGrG11I0iv I L,L rLRRa b'aTJ1 LOx C•W RL`4U•v. E::b AV bar:tt PNS'0'•' `01.3 "ccv;ncre P' AmRorA'.l PELIG rates e. 2. A]0SADh0�2. P.AV uo] sot LL`/a e_M A]03 tOrfR LF P}N A]d RL4Y RA4'YPLA. LA'A: RrNLje, ma MV Exn:AOR lia-055f rR0rt r W6N' SIM) 00] fip,(REM r LcSim MP 91#. EEL uiu:HJ i 9ALD;VS RCB,C'Tl'fi51V nC rAC ✓AraPp YJLAY ZP£ :09 v. If the fire marshal determines in any specific case that difficult terrain, No. danger of erosion, or other unusual circumstances make strict compliance with the clearance of vegetation undesirable or .-t Impractical, the fire marshal may suspend enforcement and require reasonable alternative measures designed to advance the purposes C., of these ytandarls. c cw••a P_A""vms L ] babki r DRA'VA6E P.AY vl. Special construction features may be required In the design of 13 sAaPNs a,w-ecenva structures where site investigations Confirm potential geologic LAN05t APi\G;_ hazards. _ L+v cctiE^nru..wcscaw_obsN 1 Conditions of Ao-oval 1 Any equipment, whether on the roof. vde Af a structure, or on the ground should be property screened The method or screening should be architecturally compatible with the dwelling in terms materiels, =lots, shape, and as, and should blend win the building design, in lieu of screening, utility melee and equipment should be place In locations which are not exposed to view from the street where possible. z All on•s to ulil0es shall be placed underground at the oma of development VICINITY MAP ;)VT& o.rf` J No. _Q I - Z .-t W 0 os so ]o0 Cl) W tn... Dl� N N } O 1 O J 12: Cn O rnV Ak Y b Q LL nl Ce m LU i-i0Ch ZDOY, Z d/ DO a a;;% STAMP PLAN CHECK SET Revisions Date No. Description .-t OS Ot i09 z�AT� ._Ancon w os so ]o0 { crv6a OT 3^JS j � CJ 113 M e IJ9 Ak 0 Z ~ N V = OO ~ f N �rY�r, r"1•. = N STAMP PLAN CHECK SET Revisions Date No. Description cm—, 3"A2g OS Ot i09 z�AT� ._Ancon w os so ]o0 { crv6a OT 3^JS j GOA,N'3TAR6 e IJ9 Ak RXlebe 0 b:0a ,® rtrb1� Drawing Issues Date No. Description Drawing Title PROJECT DATA SITE PLAN TREE PROTECTION STANDARDS FIRE PROTECTION STANDARDS Drawn By: J.W. Checked By: Sole: AS SHOWN Date: 04/16/14 Drawing No. A1.01 i • SETBACK LNU COLUTN +I— . . .- d :i — — MIN. aB' H. LOWE WALL SEE CIVIL FINISH MATCH MAI BLDG, • }) • , AC SEE MECHANIC. 'gW'yG — — —.- � IIt 3,0 REFUSE BIN / RECYCLE BIN / - 4'-0' H. GBH FENCE. FINISH MATCH 01.06, q LI—LLL LLLL,i_LLLL LLLLLLLLL_ LLLL-LL_LL LLLLLLLLL LLLLLLLL LLL LI_LLLL L LLLLLLLL LLLLI�61-4.2kY = LLLLLLLL LLLLitLlyF1LL LLLLLLLL LLLLE!-L!p��LL LLLLLLI—L LLLLLLLL. I_L-LLLLLLLL LLLLLLLLL LLLLLLLL LLLLLLLLL LLLLLLLL F == WAI N ' KITCHEN y EL.02400 Sa• 9.:e' 9. 4.W 2a•,ae � � (SKYL1I TYP. 1 X I a I X FF=1123.5' A ' 'z 1• � 3 -GARS ¢� j . ' �'.' • GARAGE 1 Q - t 1 I ' •A \ t FRONT YARD P05ED F5. LI`LF ti- SEE SITE PLAN S E CIVIL PLANS 3 ly �.- ✓ DRIVE' a 4. n� ,GROUND LEVEL PLAN ' SCALE: 114"=V-0"_ _ ._ . ..- . _ . 1 COLLMN r2 I �.. y it •\ � � ' °' NOOKEl 17 FIP, DINING WA L.•1124 i N HIGH GEII b'M' aC�''� �/ p`O' —+IIS-- 10•W' _ i I a �"-•�•I I�_rI_. _LI_ I �TAINLESS• 6A O iLLLLLGE . G'VYAP, LLLLLLLL LLLL 5'C 1 4'4' -- F`YY 7__ .SB . , TYP.16HT sod LLLLLLLLLLLL--LI L.1- l LLLL �L-L—L-I=L-LLLL— (—LL-I•.L_?`- LLLLL7, L1 1 Lig LI eh L LLL15At 6YLiLLLLLLLLLLLL LLLC4sr2 r:LUL2�Q�LLLLL� -L-L-L LLL -LL LLLLLLLLLLLLL-L- L' LLLL LI II II LLLLLLLL L LL LL MA5TER 'FF.•, r BEDRM =1 EL.•112a.00 141••.. ✓`% W= U. ILL 1 .Q - ..-LtL"'� �r :°:=----- - _ _ _ a'�':•:-:•:•'"-•• r,4 I k s LLLL LLU NTR STAINLE55 GABLE • UARDRAIL— _ — _ —'__•_ _ _ _ _ _ -� • • • ; • W / 5T MAX. 4'•0' O.G. YP.LA405CAPE / BELOW G — — . -' COURT YA D P RC :A M FF=1112,00 / (BELOW) .�,',".'.'.".'.•.'.".'.•.'.•V C 42' H. STAINL 55 CABLES ' ' • ' GUARDRAIL /POST, RETAININb LL HHERE OCCUR) ','i•,'•'.'•'-'•','•'•'•', MA%. 4'-0' O `SEE CIVIL 5 TURAL DW55. I. :' •� �Z/\ \ bao . . 3.0 HST. .".O `C/�_! ALL RETAINING, WALL Al •: SE L LANDSCAPED, f SEE LANDSCAPE DWGS. ti A ja .L..;. .'. •. .•I P.�- ! .A '.' { - _ ...'EIh84 Pny1NG'P DC @RP:tVc •+F. AREA (SEE LANDS s.}.'. •.'�j •I • . \ •••• / ATLw E � TI�46. • • _ • • _ �' � t.l DSCAPE R (SEE LANDSCAPE DNG 9Tf Y A M 0#00 �( RAIL FS4 1' 1 L A I LLLL.) ' ) �(,Y\' ' ,' • • J� LLLLL' ���� onvnl P('R Df4N[R i s / \'�' �: EN'ST1N696' WGN 'ADDLE LECEVLCO`ry p�JSL •//% CGnv.H'tt SR.fT PAIL 'E NLE/ L --,]PAYING cERVQWt1ER1 • �V' 3\ C %' �\ / ... �. IT ..... SETDACK LINE ` C041IUNITr SPLIT RNl �.fE i / J Q i- Z W O U) W Ln rtD i a1 CD J Q M Y U 0,2 W J 2z rn 0 Z app ��O (5 K H cy, O g� TQ y LU O Z •�•i .r7 -J U*) 'D uJ a«f«qr. < <ollunr, Itlrar, tl pp Qq.mr«te nnlrtl le QaH �Mmo iNr` loan IMtl s<r cl P oi< !ar �:nlcn tnv/ o'� iM N�F.IeclPa new •on�l�„u<tel'<nnl u`I ti Foie N� ali �'. finny STAMP rn eoamr o�lr o ren aeelea. n�9nv anc ac.ev PIAN CHECK SET camonommmm Revisions Date No. Desaipbon 0!01:015 ® A5m'J O 05905/9 •T OrtO1 pb2W � n.200HN Drawing Issues Date No. Desalptlon Drawing Tillie GROUND LEVEL PLAN Drawn By: )•W. Checked By: Scale: AS SHOWN Date: 07/09/14 Drawing No. A2.01 'V-611112 / SDT9ACKDLINE 1 1 , ' � coLL'hN •i� ' m Z 1 � _ 1 , 1 1 42• H, STAINLESS CAE 6VARDRAIL N / POST MAx. 4'-0' D.C. TYP. i 0-0 BASEMENT BELOW DEN u u G o BALCONY 92, ABOVE ir,D iLy,-•f,�LLZ'CEL..1123AS a�CCL� •-CCC�CL—L—CCCCt�CC— L LL LLLLLLL_LL_L_LLL_L L LL LLLLL LLLL LLLL Balm nay caurk =O' I BATH #3 BATH 04 n BEDRM #3 s No. a 03=700 HOME OFFICE J----- Z W EL,.111250.-II'-b- 2 3.0 a � D t r a O Y m Drawing Issues Date No. Descriptlon A W _j Z 0z DO 1 9; o. 5TORAGE 42• H, STAINLESS CAE 6VARDRAIL N / POST MAx. 4'-0' D.C. TYP. i 0-0 BASEMENT BELOW DEN u u G o BALCONY 92, ABOVE ir,D iLy,-•f,�LLZ'CEL..1123AS a�CCL� •-CCC�CL—L—CCCCt�CC— L LL LLLLLLL_LL_L_LLL_L L LL LLLLL LLLL LLLL Balm nay caurk =O' I BATH #3 BATH 04 n BEDRM #3 s No. Description 03=700 _----L ---------------- J----- Z W 0102014 ® M17014109 W r XYL16HT ABDVEJ, TYPA / ALL MWNTED TANKLESS /H •2 a F�AWEE L MECH, ROOM IMI a IL EL.=111250=}'I I'-6° FAMILY R OM BELOW MASTER ^ MASTER � BATHRM 02 = r, .1101" 14 i —DECOR n01 k, SIDE YARD SETBACK LINE 1 E y>r?„ AGK 9oa• t— — — — —--------- ---�•�----------------- gArc----"`------0 - ---_j COURT YARD ( i 'P i A t FF =1112.00 / } - I------------------I-----,----Q A:0 INti O i J,•,, I �p I�ABOVEI I " , n / R.9'fAiNINb WALL(WHERE OGGUW 1 GEE CIVIL / STRICTUgAL 01169. / NEST 11 I FRONT YARD -- ' ' `^ . i LEGEND: SEE SITE PLAN /- -.�^ / ENTRY PAVING PER DWNER 1 ,, ............. HARD SCAPE AREA 1 ' .............. IANIBCAPE AREA 1 � LLLLLI ............. CROOND LEVEE BALCONY 1 / PANNG PER OWNER ............ RAVINE LEVEL BALCONY ; PANNG PER OWNER W s 1 MIDDLE LEVEL PLAN '1 4_4 / J No. Description 03=700 E— A.LefiAttAi Z W 0102014 ® M17014109 W h O m Drawing Issues Date No. Descriptlon W _j Z 0z DO in 9; 4 CJ Do Do d} _ N �O2N Q V) $rq UWv N, e a..•..... avN..cvllv.. �ecea, C neo°r ra,i.°vi�m.e moo :oi of�r � l m Dina. 1, u . 2i1aw::m�n�iM1:v Onvwe v�bnn °e°, •lnvut Ibn •rFllen en 1 inln° /vcNl+vl. N e tlra�ip+ v'n Plenca ....ricllc°ns. 11 N`- arvl:a, a+ ev um la v.a sol Mml ii e � aole �M1naly 1 ° m» inR a.ibnea a em°e STAMP PLAN CHECK SET Revisions Date No. Description 03=700 m A.LefiAttAi 0390106 CRE 0102014 ® M17014109 Drawing Issues Date No. Descriptlon Drawing Me MIDDLE LEVEL PLAN Drawn By: JW. Checked By: Sole: AS SHOWN Date: 03/09/14 Drawing No. A2.02 J W 0 W Ln n ,� C3 Om d J Orn Z CO 05 ama 1�j t.7 M 014 ry N N Ed S .Ings, sdea��nr ltd0 lnt�eby v parlV alem�nl. atn......... d be nv alM1tr Iran ppine a e r p� lecl Iv waM1 cFrineV al IM .rv°cnllrcipOwt�u�°i�lclo �acl •�nwln��e O�v�ingf lnbm t tINNt cv tWYw t. eplancnva ole ti•vvv revlciccivnv. N Intl ulmtnif ° J. Into dvcvmtnit v ,",°mei In�r e l <o°i;a.'�'ve�e I one °emee STAMP PLAN CHECK SET Revisions Date No. Descrlpdon m v aa.+ A .war �rcn tl3907G9 � la'tEl Drawing Issues Date No. DescHpdon Drawing Title LOWER LEVEL (BASEMENT) PLAN Drawn By: J.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. Aa.o3 �` LVDE YARD Y 1 'c'8A0C L'te 1 — ------------- ii II 11 ROOF TILE TYFa. 1 I � II 4.0 l I 4.0 J ( EAST 1 �T ,� - - - �.xTER62R xALL, eacw Ii L - (�) ---=r-----I---- `� 1 1 + 1 1 '1 11 RPLAN PtA' In ; LR"V. Yn17 I.I SLOPE.m Ij II II II II 11 hSACI@LO BLOO4 J 1In I � 'I 1 I h ScvF PN84 MSTALIID Lr M ROOr II II ` 1 ROOF DRAIN CALOJLATION, 11 II II N I 1 EUILT•LP ROOP AREA 414 SP II 1 it '1 1 RD., a ROOF DRAIN 'I II �I M �i i 11110 OVEAFlAYI DRMN II jl 11(... T_ _ — _ — _ — _ — _ — _ — _ — _ L ------------ ___ 1 r' 414 V / 9500 SP .012 13SOC SP Ne!V 1 FOOF DRAIN) II N U U6 II N II ©� II II II II `� 6.RASX4E. COALIL'W4.MH APOdC ROOF FETEIRAr*6 A6 IMW Rm. T. FR"m 4' ROOF AND OVERnLM WP/N 1 1 ® ® ® I i R"•" I II 1 1 1t it Ii II 1 i I CR O6EOIE& i 1 i n it m rl � A P � CI Wz J 2. ROOF LOVL 1N5 A'�T9.IFS EhA1 � AN ICC - R GR u II It j ovemm WAJx TYP. F+NE,p6TMDAM W NBEW mo 1� (�) ---=r-----I---- `� 1 1 + 1 1 '1 11 RPLAN PtA' In ; LR"V. Yn17 I.I SLOPE.m Ij II II II II 11 THE 55COOAAY ROOF WMR SMAL E LWAIEV A Mitt OF V ABOVE M ROOF SRFACE NC SRAU BE A SEPARATE SYSTEM FROM Ta FRMARY SYSTEM. IFS IVIA.22I ROW PRIMARY GRAIN I SID L I ARY OieWtON OLADL TP. TD. ROOF DRAIN PER PLLta3U6 DV6H. N R1 ONAGNS COtLR.TE hSACI@LO BLOO4 9. MOLL ROOP6 MATERIALS IN ACCCROXNCE NTN ALL 4ANFA0XERS I � 'I 1 I h ScvF PN84 MSTALIID Lr M ROOr / 1 I SNOLD eE PAR41P1 TO AlC RRnNS m M ROW XLPEx ® IF COCLLD Cat0.`a io I j GIXROIItAre YCN Rp7F O+C ROOF DRAIN CALOJLATION, / ROOF TILE TYP. / 1 EUILT•LP ROOP AREA 414 SP ---------/— / II RD., a ROOF DRAIN ' 11 11110 OVEAFlAYI DRMN � 1 r' 414 V / 9500 SP .012 13SOC SP Ne!V 1 FOOF DRAIN) M 1 6.RASX4E. COALIL'W4.MH APOdC ROOF FETEIRAr*6 A6 IMW Rm. T. FR"m 4' ROOF AND OVERnLM WP/N 4 114' FOOD DRAIN MO OJERFt.0Y1 ORANj 10.12 OC THE 55COOAAY ROOF WMR SMAL E LWAIEV A Mitt OF V ABOVE M ROOF SRFACE NC SRAU BE A SEPARATE SYSTEM FROM Ta FRMARY SYSTEM. IFS IVIA.22I ROW PRIMARY GRAIN I SID L I ARY OieWtON OLADL TP. TD. ROOF DRAIN PER PLLta3U6 DV6H. N R1 ONAGNS COtLR.TE hSACI@LO BLOO4 9. MOLL ROOP6 MATERIALS IN ACCCROXNCE NTN ALL 4ANFA0XERS I � 'I 1 I h ScvF PN84 MSTALIID Lr M ROOr / 1 I SNOLD eE PAR41P1 TO AlC RRnNS m M ROW XLPEx ® IF COCLLD Cat0.`a io I j GIXROIItAre YCN Rp7F O+C Ya= / ROOF TILE TYP. / rr� - J 1(� ---------/— / II ' 11 � 71Ar Von cacnMATCH ROOF TILE, TYPI ---------------------- __ __________ ______ __ I 11 T%O-Mr smi TYP. 111 I F 11 I 11 I 11 n m 1 .12 MIN. 12+12 M II FE VENRUTO4' I—Y �L4 P.MANPALTMERS 1 II WILI - UP ROOF it II L Li I 1 11 - - 1 11 I WIEA LIH EEfHACIC LHE ------ — -�— — A -A 4,0 A le=nl - IR IR 1 Until IXHRI � --------------------------------- -_—_—_—_—_— _—_—_—_—_—_——_—__—_� J hSACI@LO BLOO4 9. MOLL ROOP6 MATERIALS IN ACCCROXNCE NTN ALL 4ANFA0XERS ,0 Z ' PLAN CHECK SET W 4.. AL' C8'T METAL RatIOR SAE FHLATEST SJII1W LP SMACNA AFCNn. 5N9Er METAL MAW.L NOTE AI 0 Revisions W Ln F J A M 1 6.RASX4E. COALIL'W4.MH APOdC ROOF FETEIRAr*6 A6 IMW Rm. T. FR"m 4' ROOF AND OVERnLM WP/N 4 / / O gb . LLQ CI Wz J 2. ROOF LOVL 1N5 A'�T9.IFS EhA1 � AN ICC - R GR u ZO� F+NE,p6TMDAM W NBEW mo i4LA05ED ATTIC (a)ILT-W ROOF) AREA, 414 Sr brewing Issues UeE EITNPII L'IREXiOa F9te.x RETARDANT TRE AM LU15M CUU6LED0cE P61 �E-VAnQB /R=RED Her MIT AREA. 414 SP x 1130 -4. SI r Date No. Description F r FROVd.E 1IJRE VENn ATOW AV -12111 ROW Ven J Q .-1 f!7 h (E1MN1515 LONIINIOP-LY AW H WN-n.Same" ROOF NOTES, / APF11LATICR LTE VENT FHx 450 91 UNFMNINFA w Ix 450 SF- 4550 SF 1407 SF, OE. qi 10 CJV- ----.....-------•__ s OF M aaoNSMAreWAU IN ALY.ORDAN:E IIiN ALL ENCL05ED ATTIC VENTS CALC111.ATIONI N I.a _ = O m N L' a to N *w:° ntl ° rpn�'m9a^ aPac pc gnat d Innaaa p�e iFe i�•aeovcu pe lY PI ihv 1 17 rinpn xlxry °Thal tAs paP c� M c •I:a°.°v�m npl rNd ntl raeda vc°c lac pr °e, uPpi c."mal ler va c. me .rium� p. . n I .a. a.p.o-ya wd iMvlert 1 u - P"iaaa tnev STAMP paaead. alprrad p.nrol dowe Drawn By: J.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. A2.04 hSACI@LO BLOO4 9. MOLL ROOP6 MATERIALS IN ACCCROXNCE NTN ALL 4ANFA0XERS ,0 RANFKTIMM MTTEH SI'M F LAnOW / REOP4QCA1016 ' PLAN CHECK SET TREATED L UAMReOmANf raet6URE 4.. AL' C8'T METAL RatIOR SAE FHLATEST SJII1W LP SMACNA AFCNn. 5N9Er METAL MAW.L NOTE AI Revisions 1. WITERS AND DOYINV f5 SHAW Be CONCEALEV *LESS /�' Date No. Desaiptlon M 2010 CHC. A 0222= 1 6.RASX4E. COALIL'W4.MH APOdC ROOF FETEIRAr*6 A6 IMW Rm. T. FR"m 4' ROOF AND OVERnLM WP/N moms m JATw1 / / m501'A5 araC 002209 ® R00.!•4N F 0167014 A M1]C6-IM 2. ROOF LOVL 1N5 A'�T9.IFS EhA1 � AN ICC - R GR u F+NE,p6TMDAM W NBEW mo i4LA05ED ATTIC (a)ILT-W ROOF) AREA, 414 Sr brewing Issues UeE EITNPII L'IREXiOa F9te.x RETARDANT TRE AM LU15M CUU6LED0cE P61 �E-VAnQB /R=RED Her MIT AREA. 414 SP x 1130 -4. SI r Date No. Description F r FROVd.E 1IJRE VENn ATOW AV -12111 ROW Ven ACIWA,E FOR E5 HM NO LOAM IR902n OTYPICAL (E1MN1515 LONIINIOP-LY AW H WN-n.Same" ROOF NOTES, / APF11LATICR LTE VENT FHx 450 91 UNFMNINFA L ALL ROOF L ON A`b COVDL1459 SN41 PER LNMIHt t Ix 450 SF- 4550 SF 1407 SF, OE. 10 CJV- ----.....-------•__ s OF M aaoNSMAreWAU IN ALY.ORDAN:E IIiN ALL ENCL05ED ATTIC VENTS CALC111.ATIONI _ TOReeL5 ,.-/'– MANP}?.1Oeg19,�AIT7E4 SPELIFlCAnON9 NO RCS01p�ATIOW.� '\ / ENG,OSEO ATX (5HIx5LE9 AOGP) AAGr 350501 aP ••�� 1 BAI.T4P FCOFINS SNALL Se CONSLASR24tAJ' . 2O Y0. B:IUA�E R:OAFw ter Vf4T Arzx LLA! A ASTM BOA F:RE TRT, t1. TSO j SAN W x 1/'50- 9ra4 51 NO GV6VENTt PEtWffil'b MATE.IF1DREp PD1100 SQ Fi.OF RIX1F NLrlw�.L NCTELSS-: THE" Ob g�Von Drawing Title U FRANMO O PE MUCT. W-1WK'CUFASTQfRS O)ASR=P= AREA .96x46.351.9=5119 451.00 6+Ax074'O.C. d4mmm TYPE VH 0-I FLY 25 L ---L ROOF PLAN COWLY TYPE MV (9 FLY "Lm OHASIN5 VENT ICC -ES 465DA (OE VENT PER 46.3 51) A4MALT PLY 60 LHS, THE VENT MEET THE RELLIREMENTS OF 2D13 CBL, m"AL ORP mot ASPvtr WU'ACE 25 Les FOR RE51STAWE OF FLAK C*" 3 LM AND E: ER INtT'dSiCN. AL<.�RR A)D FLASHN6 MATEWALS AS RELfd:D CLAYS A FIRE RETED VERT ONAL 1/8' NES" TIFZLISN r VENT Drawn By: J.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. A2.04 hSACI@LO BLOO4 9. MOLL ROOP6 MATERIALS IN ACCCROXNCE NTN ALL 4ANFA0XERS ,0 RANFKTIMM MTTEH SI'M F LAnOW / REOP4QCA1016 TREATED L UAMReOmANf raet6URE 4.. AL' C8'T METAL RatIOR SAE FHLATEST SJII1W LP SMACNA AFCNn. 5N9Er METAL MAW.L NOTE AI 5ALL ROOF =&G aznON NC COVENI`YS 5' 3 se Fm LW ITER I5W 1. WITERS AND DOYINV f5 SHAW Be CONCEALEV *LESS /�' +N•NONtOMRUti®lE CEIt:1RITI0Ut OR T/t• ONCCO M 2010 CHC. P ES!6HED AS AN ARCH _n""MORE. EWOSW OJTTM AJC DOYen" NOT M AS ARLXITELTOLW FEATLR55 tOFFlf FLATOA"""" 6.RASX4E. COALIL'W4.MH APOdC ROOF FETEIRAr*6 A6 IMW Rm. T. FR"m 4' ROOF AND OVERnLM WP/N SNOLD EH fLLLR COWDINATED Y/TH M &M -ACE TO MICA THEY ARE ATTAYA®. lRl• CEr1SNT PUTTER A NJ. ROW TCP HFL}lA'dCPL FIILPt£Nf TO EE SCREL`EV RCGP VERS 5110" EU OP A COLOR THAT VIWALLY LOORDItU.TES NTH M PRWOSA PWIRS MATERIAL OR— M VENEER 4, SEE HECJt PLAN rOR ROW TW =PME4f LorArOX 2. ROOF LOVL 1N5 A'�T9.IFS EhA1 � AN ICC - R GR u F+NE,p6TMDAM W NBEW 10. ALL LONM SIS / DA G EEE MECH. SASS. LISTID CLASS A' FIR° - RMSTIVE ROOF ASSMY COPLYINS UeE EITNPII L'IREXiOa F9te.x RETARDANT TRE AM LU15M CUU6LED0cE P61 �E-VAnQB NTH ASTM 006 09 LL 70 AW ATTAGhuGT c}IAU E EAVE DETAIL numf IWOOMEBR-11 1f66-FNI(FMt RETARONf iRGTPA T400D, eeR.»6a ACIWA,E FOR E5 HM NO LOAM IR902n OTYPICAL ALL nU RETAROANTiAGTEO LVN9ER SHALL NOTTO Se LEFt UNFMNINFA Drawn By: J.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. A2.04 I rPrNn mncRlrn n Pvfnnu , 1U. NAnmtl R T6RNln11MATL=01U Via -61b M6R�GdlL T42 M5. AW121 m"co er, FLASTet NYMM srzw,%-SST slVnlN wm XO,. FF611. LA PA%NM m. . "Vt. PANS. HAMkIA, AL'MM CaM PO.m T WUM H'S4FXIA 50AW. PAW. CaZK VAIM ASH 7XI'SSTOIC VE cotm Usor NCM, IPOLtGT. Ne"U!e STom Wm CGkgUDO 6'"Mt=TS WYSAMSe COM NLCELAVI /RN PP/LAt FRMTW M#Vt'J NA !I IWN2 W -M A4cAS0 ML mtvINN mWo S'-0'N.6LLA�O1.1L NAtOI'AU St'_CQDWftKM PYXL�1LWi[D n MXK IXlf3nOl CaM MM= 4141, MATMAI., ALLWW b /6YSA. LM n PAHO A'tiN•OI.AfA Acrna'L NLmLII'R/1!/teT. d.Als a �Mercrov 'e E%'En1cC NALL LI6M, M. H %R16tlf nBLDG. EXTERIOR SIDE (SOUTH) ELEVATION ` SCALE; 118"=I'-0" I --a-'It''°01------ 1 BLDG. EXTERIOR FRONT (WEST) ELEVATION �RCH TECTURALSME-MODERN)1 SCAL ;18"=1'-0" J F- No. b m m 2m Z =—i 0 � � ..,, -_ 0 .6 -c 14-------- U) _ OIlb=l �a,o O -'________ = - _a.4•mmL __-_- y •6AR/4C J zOCh Z p 4 � wog - _—_14tlAmL_____ a Q r -I :li M _-- .a.tilml__-_-_ M 4N/ ___-_________vll]m0 ________ , = > 3 �C,Oto O N. rj 4 W u { _a.n�um______ ___ _-_ SEE ININdeVOL WALL1 SEe OIV1L DW55, M. STAMP - N/ ---a'°�°'w'------ a.D�lAml_ _ _ _ _ _ 97CP SSS OIVIL / LANDSOAR' OPlSe, = 4RAT vcauncN PALL _ _____________________ v ___2L.d�COmL �� ,. �s]RUGTPCAL aW6s., 4 ; Cpj - ___L.Ew]mL_____ SHALOR tHATA GA OVEN 9o' NA'VItAL LINE See CIVIL DW39. GRADIN! LINE SEE OML OW69. I //� I LPf.UtAiK11 i I I 9TAINLH 1.L GA8I�COA'O - 0. 42' N. W /POST MAK 4'-O' O. G. M. I tS ( I -•'--•--_.-_.,. IJ Lt•= V-A,Tm-, SPA, CARATE SVeMT Ii 11 I C a.nmvOPL m'•Tf 44" 11 4'-0' it 4'0' I ! _ _ _ _ _ _ _ AW C y � 11 RETAINING WALL &*SRS OCCM{i J SM CIVIL / GTRLLRURAL DWSG., -4 --a-'It''°01------ 1 BLDG. EXTERIOR FRONT (WEST) ELEVATION �RCH TECTURALSME-MODERN)1 SCAL ;18"=1'-0" J F- No. Desalpdon m m 2m Z =—i W � 0 U) �; OIlb=l �a,o O J J zOCh Z � wog J Q r -I :li M WU M J = > 3 �C,Oto O N. rj 4 W u v G.awinga, f • . 10ay., Gval n vn,eivnl^�r vlwled Inneba ry Irve Int nor vvPr h a�lvbi � o atluorUn'v wfd lar v other Inan'IFs fa ect lar ah h Fry hvry b� nlrtlae•N. Iwlllhvel�inc .leyn �vna<ni al tw n I . r,.m aamaft .nn s en.hq, r K f WI venfl.Nv cvncw�w nbf�vv v +an epfanc' o !Face ra trlcllanv. N Mfi'umf.lt mkv. Ih�"IhnfEvla a �11'w�tl ameaa iney Dara' acmes, elanga Dna nmatl STAMP PIAN CHECK SET Revisions Date No. Desalpdon m m 2m A =—i 0S 902TS � G'IA OIlb=l A It 20w Drawing Issues Date No. Desalptlon Drawing Tide BLDG. EXTERIOR ELEVATIONS Drawn By: I.W. Oecked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. A3.01 nBLDG. EXTERIOR SIDE (NORTH) ELEVATION ` SCALE: 1/8"m1'-0" -FL3-smL__-__ _b.CmmL_____ --- L,dILsf01------ <iIPT•%. _ _ ___b_GmmL 4441 Z W -- HOTE5,. i. RETAIN:tK ___L..CanmL___ __ - SEE OIVIL/! 2. OOL" J rrnn L1. q J � h - O ( Z On 00 � X09 J rl n O~Q1 U M 0 = C, M N ��#Wv m.oa[y o�a'vrmr�a......a� ....[ouea..I I. ... oparyo rMivcuan no"ael ln�reaf far IM1on'I�v uc. �iitic argv�ctatoriM1 ch InMi al ibxM[N1ic1�aN el [oMecf .Iln a•ii. ervNry. xr [xic pbn. xnv. [ H : n[Ne" niernc. oh'.N. [a'..... ieer I aiee.'; v Qalo�a"°aoiee STAMP / I / i L n ayse LneN LEGEND pl-EmortasmioNs) / mwnnsPLAr aT I C0.0LWa."IUW MA-4,Wa AN2 / �s `" � x• " =wAL.RAmLZ / •U fix, M 2 IXt9l'Pt GE!'91f RISTeI SltlOM STY.0 X- OW 7IAEV00 SAW 7007. `fHa+ to AA&RA L0.M_____ Sv ,.l" _ _ _ _ _ _ _ D &MCN PNNATMAL, & C LOO 1-0 TPAna„ Wr AL.Ym001!L. C ~S Obra�d.iblx fdw'tl o M - xalNoi mT4rbb1. b.L�]V.f01- _ _ _ ------ 4 F/CU roAw, PAM, � oAwc AW TIa-s _.- .-•.• STHL' Ve814 CCL04 Lib+rt 64Y, PKg1Ln FaJCN LRC STO`L' _ _ _ b.412]mL _ _ _ _ _ _ _ _ 4 ..... _. _._ _ _ - �-M CI I Fs. LILAC -MCI INNS NSWCCRGIVOOsrOEPIICACisPC. aJ - - - ...-_ _VSp._� O.•dd•II]4t�0 1 6ANSC P70r, H.�G9aAVI HM PCl1.At®FWOSTm'@P9.® dLAM, PANS C0.p4 NOpS06AOC (Nim" MNU _ _ _ _ _ b.niatlOJ- _ _ _ _ _ 777 _ — LAllM M _ _ /; � _ - _ - _ MIN. 46' H. COINER WALL, FINISH MATCH MAIN CLOS. _ _ - _ _ -� _pp_,,ppp-R_ ;1 S4' a alW.OaAL IMrenA4 s1L'L' LCIL"+ elCK PGSC.COAIID ___j- _ _ _ �nOX OU - _ sa. - / 1 y '� ( b nIcMEtiLalpt CCLM NCO1IID 9."MATVCiLAUHNM _ _ � a PAno mcR- IL/ec N<017.D N:ldMPaNE/T@T.lLA:3 _b.alnm____ - -- ------ u rmevca rvyJ. UW. caut+mae craw �L.t y[ytlyly _ _ _ L.•awamL _ _ _ _ _ Sm sIPY'VIAL CMS -CO." R ... ' 4 uyS J H. LOKAU- PINISN MATCH MAIN mod. 1: LA" q7' MZK b.nlmm_____.. ___ ___b.nxasmL_____ -- � NAnIaAL u!E SEE CIVIL MN9 _ -- b�C�m✓><RL = _ _ \ ( I i LL_ 'IJ `- _ _ b.LNmL _ _ _ I I 5WM41N6 POOL / SCPARATe °J/BMiT a y I 4'-0• I1 4'i' p MELL .dCmxmL_____ 1 J\ WALLCnPIAL CC , SCE CIVIL SEE CINL / Sr18GTRN. CWSs., SCE nBLDG. EXTERIOR SIDE (NORTH) ELEVATION ` SCALE: 1/8"m1'-0" -FL3-smL__-__ _b.CmmL_____ --- L,dILsf01------ <iIPT•%. _ _ ___b_GmmL _____ Z W -- HOTE5,. i. RETAIN:tK ___L..CanmL___ __ - SEE OIVIL/! 2. OOL" BLDG. EXTERIOR REAR (EAST) ELEVATION CRCHITECTURALsmr.MODERNjj SCALE: 118"-1'-0" J Q Z W W Ln0 to Ty J rrnn L1. q J � h - O ( Z On 00 � X09 J rl n O~Q1 U M 0 = C, M N ��#Wv m.oa[y o�a'vrmr�a......a� ....[ouea..I I. ... oparyo rMivcuan no"ael ln�reaf far IM1on'I�v uc. �iitic argv�ctatoriM1 ch InMi al ibxM[N1ic1�aN el [oMecf .Iln a•ii. ervNry. xr [xic pbn. xnv. [ H : n[Ne" niernc. oh'.N. [a'..... ieer I aiee.'; v Qalo�a"°aoiee STAMP PLAN CHECK SET Revisions Date No. Description m 22207 m �z�reil",� ;U 20.9 m Avo'cl.ncN .22W5 ® PL 2005 0 16 W4 X*40 Drawing Issues Date No. Description Drawing Tide BLDG. EXTERIOR ELEVATIONS Drawn By: J.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Drawing No. A3.d2) "--\ .I Rt11LDINO REQWREMENTS IN THE FIRE HAZARD ( SEVERITY ZONE (2017 CBC) i01ASVepen6n ntnyarvrld+yiam.Ra blb7Ay mml6d yao.d au pyafY sh,v M h mnp4rn am ua rrpeubr msv/arcr n�vt nranb » wbea n a mon fnfine 5mM,0g. i+axrayCaaarn Po4cRemrtn fade l75s aw:faw GannmX CcOe Secy A I a7. AaarAeD a madPib d auydam iupdbt P.f dnxrinNDm NW M atrnMedbypambarq AA'•Y+'o nal Yrdde ary tl ro b'o5q I daaL ri's a inbrd rn atm h a mgva aOeaaM b aAn .rwal m rw:a9evNdnnaa'+ta 7.Erwy epemr 17ted pA+r *umm memi�ofanamemeanaA,m.pm>a,m prm+l e4aearh:n U4apeniorrW hJem sratredprombrhy asaxy PODFIyq RIAA.i GaWd Poi, tivimyy rn M1 reaJnrmbd Caput tAattl oD,aer ti Pmh fIs,IMr a wM1y nnwdynraaf n amrarm mon b IatpaNro entlaa6n hnwmm• 18SA 2 Pat mraiyx lyhro 0a nai prfae eon . eF x• myann ro and mrtsy ad 6pddmiy. ro,pPa+wf M mnxembaean ro Fww,dfanetamanmA a aa8ym Ia+gmvvedm,bat at oro rarAS- M..I dsp) ttwc, but mwaamdaW vaNamMntwb ASTND]Dfl nMled metro 7m3R dedoy. N]A7 fltdrr'yA wiN 26 fiftvyb hp,bi.lM latlrry WImM4m mm k.-rxh (0.4 mm1W76Se4e Sdr 132 MNanmbn teY>taznnmih+aadort ml bnP pull SMDM.Rpam177.asp)nrrma4euttnunwWl k% dtlnd mray4y x W ASM D J7 W. tl nod ]D.N+N I9f 1 mmI nvNnq M al IpgAd M 7 aPod 7tl RmlrtDm Wimpovdedwn Onnrun bpmdero,mrrmlm d4m.iadaeba,narpma. WAI ID}A fiaaeL W>Iae pps'tiv4 rointm yfrrgl IN endnal ata mdt+ea eatt sag mXaA ercb+W rdy,Fanearadmommo-q»apy4dq.t Pemmsbed andrdb!n, m0 mdaAmrmamtlblm h�ram+en S Salm 1701aa Swan i�76A1tiva jr lt&Jbmind16rp4 mttyneavmuwn dfunnp vmb»am Avn 7D3A7 ReW eenrh Vaybl6l Wd'sq, a mdaredat5s. asnxd eawevlllepanA aadW nAa Wane bn+tl xlNnmDyt» acdk trec0yb romderWYGmd nMn,oraas4dmwNad»cpvDy,eD4mANy t` xinmoa mobneeD.rcm, aymmtbdre adMtlaim axdraelpre bb.igmpYvamle i.Ra vxnen+hroaroepaiy, Pier WlmtrdrnamtllilDNtlti78mmjamvna rmmnef 12-aDp9wa� LiMmdaliewedW MmimnGtldb. E e-0 Vab bn4tluderro Matemq.aayC+Mpadmri.amen emvwd mann d An -.-II reoi DAd aemaetema�a,. TOM Vm 'As vat "m t w t ide of toPa7vWtam,ybbgsmlMarwdedanreeabmmw:v«n WrmIM hhaledmrorerdanaed Wm atl mnlaa L1De emxnp npvxy 'y .W Walt'amr n+dmnnsemma refbiro bolaFn d fame iy4 omby anb•'A U==rn aPnaienatl, d6Mat t06A2maymtoWNmtla a,Wddv aI amrdvm Mnddmwa a ro ht Jm rdk_f.lMotln quo bdvvatn4d •U, Paneled br= aWnaae vpw*•y+4m hNrieah ,ttareirXrwnieIXn9p17.1.t a. iih ererbxi]anabyab Wp rvNareidedareoma and rnmil fzllmavrat akjiednrihlVnlaasmtlelemrnMnoamduXewm5FA19nrM di7•iA5 IpreaM4� INrara Warevere a'aTalrton nen f7 trot Icon Pa Ga•aavaD.rp eala G e aML pia. W m a dmiar vdan. I mann ,erre... It. __­ L!j IUGt7.,AV. K. IEa].A7o0 nIZSe, 1G f2r✓ID 6LA55, FAM£ F4.L4• AYA)Iro eLA X 7ALMVN 1R v 3'-0' h 5J•bSN•L. MAitAW 4'111.. GGIOIt 9/GX ItYLE000At[D I n!mrt EX'CAICa LP.LW KL91SD m.Im a4l1LWA4 ALstR.M a _ W2 ML7E ......... .. .... .. __. Ir I PAA NCR - lh, AIMG A4TxPAa FPAre y iEW. GLA:$ _ Ti Ivmt=,t 'Fa -m Y.L LI '. l? - i :xnlar+r a_Domay. - ._ _ .. . CBLDG. SECTION A -A SCALE: 1/8"=V-0" EVMCRCOyE0.NG IptAZGraaL 7M bWeq erervrmtsey m:vva mibrnearDn tlal mmrMarebwiae I.Ei W'a w�l rgy.q myYrul 7Eyawd neap ;E.Wb erW G nld,tivdnnwwtsyf Gym •Woad vdNM d na ura,rDa, iEapa•d anard• d •rda pout a'wys AEvw'm a.Fmn wihr+ib d fm agaaae F.E.Mbranratorartn NiA.i Evb xih iM mabr a d m.enp a ra auardY seal [moray w n moa dhe bbatyrmdam+n: 11mmAn®'inu4hY 2fpimrrWtsl m,Wa ]L g voca .:d r y it q xaa em+bxln, ase mdy iWai euwmi•tffameelropaA'a'n,ta, iwnhavmdata.blro4m paaad eiD+riane dnd tam coned aguavaleo,N btnh EFb 8brdrd 177A.t Ewdxn' At y d M aavp sNF b tlaenaC m nnvl Ne mwmtry va br..vm arbramdsavadad, 1Da 4p d 58Mr tyq X it W+n wrlkq ifTmtl beMd ro e.aa mvey 21� pmMedma lJarMrnkP.remM xNisardy m+gwa utrmbeupvwe rdbeq a+eenXAnueyq are gyymnpad awdfMrSry pmvb irtlhffiG .N,odamM Waffa+n DnixtRyud bpU iEtladdmlIft a. •ryy. 92 Wvriy+W1mW4AonP1 hbd tlamootmn Mma.awl lamnor nz.rdrImo8 cool m,+w eda.ma Dwsy mrn•n mm, d NI rm mamnsA a h are ma d a�aDma e.aeA bnhtbdM axbea•. I87A/ Open ndeM4 rMeeppee0rpoldetl mPnatlanaedaalyd;marod I,n, we anw a as a va nw».y. fiarmrmftkb mt'aa zgtam"enaxdmayor ].CM lap d 43YCr 7/p k Cypan sMaPay aRbd oen m m •e4mr orvdtp m Ne wb•rY1• nxew d are and dao X,tmeabMpwanda tomo M nfbbaysWaxalasmnaY apMb ob ry W nG d the rood tlaY ae+ipnM b mlMw M e rpafae rM ry m>arE n uahp PA Qrpam Wni,N Wanryp 4aa Medhpe GYPan Auocaa�n Fia Pcsenne ws4mN»a Evnpan iM bbwryabWa,mrolretisn pp4dwx ikld xomraybltm roe+yn0moenboaovenrpd•bnmrry, mYdmnl aaNw e.mywt d z YaD Imo a mmj 25oiixamtialrq'na'sdmhanrdaL nmOanW+otlr+Xmfkdyen rod nrc, Da.ty a mN, W n ma,w trt«am a z dor y».e mol ]mode aro mmra.y+wa and a++eady pgmaa Depa m <.4Dr x� wfa N Pesmaenddroraexaa dFaf ra aN cM ewf IaMa atn mbM rotl cotta mdre sPa a Om edi+rml son sdR xbr a halmtlal umaalN. Nppy non nM xen m aaemr mwarz aFyed b w arenbe a Pe rihP bb. aNe m paaded M pn a cop mtar¢ I.IbAmmmsab mt'sW 2tarim+eildmtnalwia ].Che by d 58bh Type %pypam daaPby a.[Dal bM moi m e.iNor DmrArq mroabenNedWM 44awPa BRAT gWF}NrIHL' -- MT IAff�mJw".Nv R'FLY1tGPJ 51EARRSR 5Rb71AN.G Tlfi IIRAGIINT aAmPEP CLA94 A I CLAS 1 FLC° MD1b tTX Kr]p Rm'tOt (FS SiRGPAA. L1K51 w / R -]O OFPETANNO wmIADNDGtyA .. DfutEwu.oa ,' eEnroMATCN PwKLFmisx �� __ SHLAM1'J�7COO �.'tdl Na•d PNE Gbdm •7 n / v_caunay n+LL a --' ��pR�1�mmrRwr���uxxLL Lxt1N:0t rVlt 5'lCGO ASN. Yr - h+w »0. seatx:rs D x slzenPAL cw,l n / 5105,ILA 6v, TRMC FCR St¢LTRm. DKfiI 4 toed te x• s'e• DrP, rm. a w11PeP St%FRSP FLP ddeP Q _ I , I, I . i F'f s'I ro ^JA. / i 1 jPA, NPm(.AIE s.ealr j �• afi I tlu ayb Iafmae Ihrr fm rtsNhe a:ttv nia.virdY,Rful nPe In�a a yr a^y u'e a ea%ybd.p,.e..un aeh4 nnmpan Fad ata vhyp+m�vana»c/swanAn«:,:mFnano•.an.w,glnw,N isaad+l and ema siFt vntmtbr xYD v Iralsld aUXxbe tivl nPv1 Uw pawmmm mWah,�dvm xaro W paaMn w bn n SM 51Wx0 si•7M] Eacepau iMkMahp myaf Bond noxa, pwedM a'Ne em onrtmp aN and a,akly pvad'ars to p+! en eNera n I ova arm. rob.a W d W nArnn sseem ad para sraaaanl o -n bcma 1p7AA E,Wm pxuraltrge the apoW01m1ware denramm welyl tl.N M pmWW Dya4drobdara� I DvtvihN/Y mraa I a xv rp OIt, eehaxmrbdd a a strha ryn x Roan uwoiy ,; a4a wt]ra me e.4ra mntlro maNUWrtitadroa tm an da pMbt di1amvbsr q uyb rilm,aara:Ne1mN n adnmof M a6y,ad yMAbay msamw mryro pypmn lmivwq f:r✓/sblaaahlM(rypwm Nmddm Fie Peatlam D. 9,pt Nanud S U nmiyDbe Mma v1m39avlvsbeamveNmy pasnvu cdem aamd—dam MPro bb pncedrn,el brP h S -al Syvad t}.IA7 Exmpba PrtHyNd bm DDardi roM Fakm paanihp+.IMnpofed oboe nd•va p AN, Nrei M pamedbyaadhbb+bq: 1Nacm hntlb meyld ae tl 30.bp of svn Typx »p+av +M+p+y ayaed mow ro .nor mrda4 NI ummidedroa I iimmnDa .&V alour hdx*V afnbnivnaddya ; 1 andertraalronbyd b.Gt-4afunb Fmrytlay�ywn;lM- W aGiq Fmdaf a I.ued h Pa G)Fam A++aJdm Fn Pe urmra wsyr Ida'ua iPanraYymaTO W xM tta4orblutla+i!e nameelare pehrtnm asann eaadNcexinaentl onaMn Wlbnh SN Suma'J 12.7M7 Fauplm;NtMr Wbv Y 787A7 Fba polecArw 71n erlme E abvnbe d a en,naa! 0.0 prc{eam Mn • Im as,amby erAnd, aver m a! W r ad a W I to pttaded Dy au d Ne hlWng 1Namrzbntda mdedd 2lprmaT msYsvd a 1 I'mOre d 58AV D rpe %Qryf un w.t W g appaed MJktl m e.aa mrtrsq m TN bd ro loprw /.iM •pa de Nt nelfMesylwnieiaarN/ipavd bro uwbn'Ge alro AaoIWM ft iiC i I. RareO ll,,mdab 5,tN potla0.,tr avaJC,vm AeWWIm FY1 PeNebrte Dnpn Nam SfMr,kaatle de Dtwpv{mat ntNrN1 SM luld1 valara it immlaa Mb tlnntlpmadue„N Aann 5M BWptl IA/AJ Eattpbc Ndubaxa bin twv W. ,W Wde.d Ir it mdehmaW dierradaat-1 tI Odangs +mem enL cdby-.tdanaandwawmua raCr4amYfadne cfnpawma wdane• ai ro e.pnvd redaroor eml asNn a mo d M biaveg f Nmmtdbnd• mmaa g L`, mbinlmd loaa J. n Ltyer d iB W it type x gpgan +k aviy epaetl betNd m • va armh7 m me abande a ro tai pcpdsm 1 The mledapmbnd o lama Anenisdn aMaanlmsadrymxbM bNo undonCeairo Am erdaMp afamav, n5'9Vn 4Yp+an Wal W tlreaary ped W, b4d. ne Gypum Nmifson Fin flnl+WXe Dupe -h +nheade de . ,I— mconnIM12.TX3 aralaohormntaae MN tla 4tl peados aelamh8Fll4taxLN t]�1hI Exe•pfae lbaay irbartm6sd! tne,nl tmvab ml—pwvam .118 llraasl4 dapperctyes Wtm n4dad by ro ahrdy Ki qro ub,nl4 d MdlINN Wad ,v Nfi m andreC b VA n—d—wq 0a yryrat'ana d tl i+dnpr w M mtlm4le d C+ i.pcvi0 rnf xrmr NJ mdudo-adPa aa.nT I.NDXamu,.tM m,Wd TI d zh'Em.n5w8wM ty 7m6w nyv y, z gryanr rtna49 eN rJ INiN m •va m.my ar Nkmadtl II prpJaa'In /.11bkKn di e,m paItn nIW$ZN ft Wa wrflyaw _ W mot d ro 6m indtlry •e,arbb s ury 0a STpmm pad stl deeany pndtsnW hea Lyman Aba],dn MPaf4te'xa Dadpn Nru,l iim aan,be d a tai aeeadlY tlnl mem ro paapym a leN M ems W as nn tlP btl pavans al bA hSFN SWMLmt II�lAJ Eemdac s4or1'6i1W ,nXvd abme rbtam mrd nat5• pvt•Fbm 00TUDCAi WRlMSAN DDORS i0AA7.1 Ealertr wrtlon atlaMaLitrW dvis A'y mFlydrcr.Y Ecabrnmmres W awrm¢ rvECoaae,midy rMJm+mb. EtW +naval iMaWv PmMtlmmaraa WeaiyYrToratl Pearcy 1 earpiutywcrtnnmandavlNryael pen nXeky Ar rqv r,cr•r4 d SedbdSodIn 7!t'G Eil,ry Gacry, a 3 w mantled d tlaa [brk akA v ] f bn a rnmbbrm nDq d rd hse ffm 70 rK W s reMn fired emttla7 b IrtPA757,p n&%3a bneelro peammyena—.ot-m dN 617dM1 7CAA7 E,4Yn ha% Eva dean ,AN mnh xYh aN d M hbeig. I.ilbenlam wbnaLnmu -1 wamrmmatcbwl>atar reswiv m fid 5. t87dm mmnoW dsW mewsad cul mray xFlh Ptaayynarimanb I E5lnmodyde fmlmlm Ca vun 118; hua P1dc ]Rued Wab WI rclMb, Dan f % aW, nd •aaa aroeraa mimeo+ d ro rdud peal Ora mry aper b a bn2.R M k f e Pan 18 bxD rti3 75DDIhanaAn m:raba m.+ydmlkm N»2] morin Mmn k+:N amdiy m AFPA 757. a.5ttl m Ive4dbmaNNe Falatna'xe rePdmmemtl SFb SIeMNd tbtkL 7mA].f EetmadaxWay.Gnngharadadan WfavratMn seam COMPLIANCE WITH CHAFER 7A OF 2013 CBC. Q--------------- I I 1 I .9ro e�,a,rcn� _ _ _ _ — I I I I i i I I \ I I W._P RAF__:___. I 1 i RETAI— %.ALL :n -ER., —IV s= "I'll / sTPLG_ O 55_ - I' I I a sn I '- 1 SECTION A -A SCALE: 118"=V-0" _.- -T I— . —gp.11RU1 LI`E EL CML PUK --------------- -1 _ ____ ____ 0 \ `---REtNNW ywLIYIERC yKD:W i— vat m Z W O 0 LU tr1 U) W Ln n q ID'Xln -Attar( P5IYY. st, FPA •M(5:'^ 51RL1 E J O m e�P:• Din°.,'ino "a of •inenN cines c+nriAute earA ' e�Ce+�� miene. tR TNG •a• b•D• 6'P. W. Ob.0s, -ma LL CY 9 I MKK rrti]tOR FV.L Gpes-pyiOV .MR LML fLOOR 0 w o rn coo F Np Z i P.V°JI PLP MER .°•fod J d cC i— vat m Z W O 0 LU tr1 U) W Ln n q ID'Xln O tD J O m e�P:• Din°.,'ino "a of •inenN cines c+nriAute earA ' e�Ce+�� miene. Y oeb LL CY 9 'Im 0 w o rn coo F Np Z to .°•fod PLAN CHECK SET sm Revisions Date cC Descrlpdon vat m O = LU tr1 } )„ O Ir.] O q ID'Xln O tD Rte'}ae5 e�P:• Din°.,'ino "a of •inenN cines c+nriAute earA ' e�Ce+�� miene. ur,l,ren�lenir a�lv aar.e STAMP a nn rvraJ PLAN CHECK SET sm Revisions Date No. Descrlpdon mm - .a1000me 10 me .Q. ti?PD-IM q ID'Xln �{t, Rte'}ae5 ommommonam Drawing Issues Date No. Description Drawing Tltle BLDG. SECTION Drawn By: I.W. Checked By: Scale: AS SHOWN Date: 03/09/14 Era—wing No. A4.01 21825 Copley Drive • Diamond Bar, CA 91765(909)939.7010 Office • (909) 861-3117 Farr r 1 7 'a t as ge&tetaFi .y Am 7.7011 5%p3 . +A 3 .:: �� °x otlAiu a �j 3 Q'� n v� GRADiNG GENERAL NOTES X IN aur OPIMM that construct Of the proposed single fairly nddena at the aub)eat property 1. AB grdingshall oomplywith heprovisfa. 1803 end Appendix Calf@mid Building =Pmmsadbrecords from gootecMloll enpineerl and atgknalng gsskgu vfiwpohb Code (2007) nd all amwxemm�a doptd by the City. th City. provided the design Std conehdmilon aro property stmauted We conow with to firkAroe, r calMin - end IN, - un nda11, V at Da refecenad (spat TM oonaullons and Z All hillside Eroding with elopes Its C.. or IGXerror -reply With the lfilhide Manogemem Onlinerae teaommsndudel PMMW It CArepot dated October 122000 proporad by HUAssodid", and 11.11 typically not e.Cod 21 le. am sur valid and applicable for the p opoaed dovabpem Wass SPedPW M dila repot 3. No grading shall commence will a grdding permit has leen issued by the City at'Dismond Bar. 4. Ag 0U atotxa Shall be Compald l¢ net teal than 90 prrtmi of the maximum density.7e referenced reperts h appended The nada Mould afar us fns teat of the roraramed nponb fru a Compete description of the Yb surface and wMufaae caditlons, soft 3. Sufritioni test rail Propertres,including ail types aW,h.rebrngll. Stall be made during grading WOWWg lathg ppgissm, penaM raComnrentlatlak. SPoctiu desgn recomnhadtelioru operalbn.tavdry mmpiimuWtflia Agncri«ria.ihoresu7uofeuonredng ahrtbercpone, the lfualss•Erni.apod(pIdd.dyt.t lobo tat or upon mv{unt ofOieGry'. A` fords ppe proposedblAdflgrgrodLp mroopt aro oomaued In ft Update Raped and uW. fpma), minimum number Pfficiddrndty mtoletebe mato.foils vs: auPeradt Data puankDov preview replete whenmrdlsb ocaun L One 1.1 fa eachiwbfoot vertical it (L b: One hal for each Ig90 cubic yhds of material pkaq. e. AsulEciw numbsxorOniM dope tens bvediy coinputlon oflhe slope surface AI you request the office is Mlling to asuna geokdmuel anptamkp and erghaerMp geouplc mpauDiWsswRNn our ptavkwdunnp oonsnWat of the project Vyo dell 6. No fdi shall bepinced unnfl supping ufvcgctalion, ragwal otunmftble soil, and i.tllmion of endeavor to as that &I r000mrtandadae Contekad In the NOW ropes N tartlet out during subdralt(ifneeded)i. accepted bytheaoils urginea or rngintcdng gologisl. w=Uu w. No eOarwevrany, samesad or lmplot, to made veto the professions advice 7. No Rlfehsi be placed until the placement ofemiom mrubfineasum@r the p.j.1 is ucep«dby the hdlded in this report. City. g 1Louidcnigod Civil Fngi-6" nates that these 01" Wceprcpured by him ofunder his--� To ovoid the differentialsattlamvd awed by varylnp tlYektat ofMboneam the bWUBq ane, supervision and that the plans con(' rria.to dl pwinem provisions of Section 1803, Excavation, Grading I Is raeommendedthat fiction pass embedded Into eompabrt u cbhxWd bedrock be MW and Fill orad Appendu 1, Grading oflhc California guildival (2007). to provide support of the poposs d Structure. G-1, Micro C73D59 01/03/2013 - Registered Engineer R.C.B. Data Section i!!d!g i(11yY�{n 111 Bbd f 9: Approvdprotadve measurta Stu) temporary dnw erg¢ pmriilon, shall be pmvldd to protest odj01nin6 properd.f..dapanthit atmulaWocdivermd Rmwvv both, duringandaDerdl phasporormentctiom Asper Section 111 of Mho Catty Befiding Code, f le avoptdon tet he nOjea sed w®bo oak forte Proposed Conebuibn against hazard tam lard". Se tioment orslippege form 10. All olBim improvcmmta shall bocompleted to the soliifalion ofthe City Engineer, ie gakMniW arglnoareg AM anghtnuing peougls viewpoint and the propoaW graMO ad anstrucdon WE not saNcenly aged the Stability of On edccan properties Provided to IL lh Grdfagrcrtil deenoibesfgddby Sells and Civil rngtneen of record and approved bgthe City turm CItylnspaar prior to isoaicoo(Dufldingprnnit.' 12 All eutehali be obaervedby the mydo&dng geolog4l ofrxord during gradingea thet any odverao OSS ENOINP.ERIN%NC mndilfonsran be reeognizd mdeoinceld. - 13, My modificatiom of, orehangci in,the appmvd gedmg pladl most ba approved by the City. 09&tati67 �, ' Amo, alit 14, All gmdod stn most have dnimge aWAlei berms, ad ober draimige devic. approved at the mugh Eroding nage. MOOMMIMISMOn$ PmamOd h Ua repot m blwrporatad Into Ifs pr*d deslgru plana and 15. No rock orsimlW material gplerthan a" In dfametc Will be placed in the 011 tables, reconnnendatlons specification and era mrsled out during CortsWttlan die project. far Stell phcemmt hove been iugmrlted by the it. engipci i rind approved !n advance by the City. - i6. 0-ing opeatio. muetbe conduddi:tntder who Co.[fnumis observation orthe wilt onginab and/or the 8elemio David pnacmsbm mgtneu gcalogin afrccq'rd. Domed m to multi of Ua mforanced upon and In amader" with CaHomk Ddidbg Code, 1711 -Slices for stability kaysandmnovs ormuclublOomis mus boohsrnd and acceptd in writing the fichwhg seWAa desk ore applicable to the subetat lift The peranalm am eakxdeted by by ,ni loth mgineeror engineering geologist frcordpriar to the Placing of Ell. 'USt3S41eleme Hazard craves and Under. Hazed Resporse Spectra Program'. 1E ThpeoIlaengineer and/'or en&neennggeo,ogiat cfrPimil mtiatdocumrnt and accept rough grading by Eastrepoa Prior to approval bylhe City. The final rcpatj must Include an ore -graded geotec6icd mop. 098 Loftdo . - 19.7'!te'salh main= antler dtgrnaring gmiogist afreeod mwcmakeofmding in .-,d-. With LaUmda 1.619 8 33,955 6. 1.610 Section t l l of the Los ArgotnCwuy,Bufldfng Code for the giadd she prior to approval by the City. Sir rplea OD.601 20. Foundation and/or wail"Covtfonemuit be observer(aridl�akcilnO4 to Writing by the,olin engincer,or F. 1.0 ' rnglneerlit88mldgkltil"tacrtlpnpilaplxingarlorconrrctd. Fv id 21.A Registered Civil Engineer Shol(snbinito Grade g Cedificale to the City Engineer no more than 10 By 1,818 8m 0802 working day, upon mmpletlonaf0nal'gmdfng pcattons. CEitilirveofrkcupancyshuR bo cd Sw 1.0711subject@the City En&Cci',nppfovalofsafd Enginects Cerlifica«; final gradingmuslbe ap'aved So, D'001 bythe City her- occupancy ofboiMlics will he )IowaFHotbn Plias 22.The Solis and GCology Report Irmpp«d by_r;5�a;j+ I and dntdJVNE 7. 2011 and dl reflaced ural mvimetrpprs listed below shall become a out ofthis Eroding plan and a8 recopuyeMatiommntsind herein Mall be lufaly aYhemd to. Other Iced reports= as, follows: Pita may be dselprod for a yrts fikllm value of 500 pounds pa square foot fa that portion Of pa0ln ComeawihbadrocL Pilot "be a mlrymum of24 Inches In er and stuff be spaoaf d a minimum of tree (3) terve Pae dtmolm to develop Use afewsda design values, car'',. 23.ACopy ofthe grading permit and approved grading pianemwt ba in the p. -I. are, responsible Single pea. In dabmhktp Movable hearing cepedy, only Competent tedishished hall person and avoflable, u the site visit it.. . hmM bo aumd io hm h(r9md nypat. UpD Mctlaeireel,taae msyaeeeuradmom Id. Final n mus be approved befon! ecu 8panty orbuidingi will be allowed. haft of Uta downward tcekbnOO. AS Pao$ Mall be property nhforssd std struaurdy tied 11,10 ode 6osrrls 25. Theta plans have been checked by the City of Diamond Dar only for conformance with City SuMards, Compliance with dune opment conditions and for genital conceptual approval of tits drslaagc dad Parkway improvements s6ma, hemom No detailed rmUhcriuAlE.1 check was bade for the accuracy it The pP$ctDes pa em -bad MOM abength ONES saThmrtp nk materials. oreaelw theexiningwpmposd dircorshni'It=or gbdesshown includingeli esisdnmifitlev Brawn or , g not wAtwiaauagthaf8npiksatm. Mouulha iibodookedbyprojadatmcbaolergkaerto sewn wrfryMa atnatuN capacity of Ute pot 26. Connector shall nofifythe City Eugirxa', of oo at(409)8394040 fonyright(48) boon in advance of intrntian do begin grading 27. Cmbador Shall amply Willi the Calif -mi- Sfomi Wala Best Management Practices Handbooks and the project's Standard Urban Stam Wans Mitfgatfon Plan (SUSMP) requrem ientne . c.mry. (M Q:ONEERfNO, INC 28. Direct all -fl.p runoirto Pavia. - 29. SufDeient neat of fill wits dull bo made during the grading to vtlfy drat the sail, propmles Comply with the design requfmmmt, a, determined by the Engineering Geologisn/Geotech-A Engines including crit ISP., akar ebength pammam and co responding uM weight. 30. R -value test shall be Conductd far all public and private roadway Imp rvemmt W Identify the m@imum Pavement rwduml section rcquinament for the al«, unless odherwite, not requited by the City. 31. Type V cement shelf be uW forst Concrete work coming in contact with the ground unless whorwisa Indimd by the project's it coidneer. Plan Prepared By: ,, ORIN 4Y GUOdM MAD 01/04/13 p 40 SCAU Rniwdr J...., m. net. O� DATE: Apple Engineeering Group Su6divi,dam Engineering Deeign 8 Survey 0040 TELSTAR AVENUE, SUITE 111 j CIVIL -- a. Plan Shetld M*e .ft b *depth d oiWW IO feel km unfthr ed bocrock. end bekW ft basking PlOm Prooaed from iM bottom silo th*Wkey es Mown an Plate 2, bui nct Ieao dirt as depth rid heriacts to maul Structural coredderedons detMled by Da plea Strtchaalahghaa or de my ttrn 11"Ott reqummaea hour d$Wlyd$g Supe. Phos may be aaaumd@red of 1110 feel beuwthe p,iICoP OF Waft heart ord$a Mat hat becreck, YMkhewr is gresevr. N PM axctvaikRis ahsU bo kapocbd byte Sous El*M to VWNy the Underlying; Ica Coeloms Pte b PlAKIN he nlnfacemet steel and Pouring fns concrete. I ).g0 M dlowods Iatetlol bGwUV vapor 99" We shafts of 400 pountk per square fist per toot d depth h the badrodt, to a fro dmait of 4000 pounds per equso look may be used provided Dt mkpo$YNa ctadad between tawPocaI hearing errhw and the tmdatubed kxhock For Isolated pass, da LWOW beWg value glven show may be doubled. The tap haw foK I Ba plea (Counting from the Canting grads Or bottom of to prods bacon, wfdaawr k gre der) Shand be deaipngl to miSi We" cap force M 1000 posend ponces in dopll% acting tel a daaNdl direction against tsabtd PON, shafts. Foolega ucaFs� prJor stgeart to a dtaosndup elope Mall be plated ad sufficient depth to prwW hdnzon sdbNck from Dov Nope Surface. Tim acquired Setback of the 9ufdug Code Is 113 ft takiht of the supe wait a ndnlimrm of five foal and a nmhnum Of 40 fes mewoed Iartmntdry, form. baa ofuts foundation to the cope taxa WE1t1d7LONa I rowmandaUms coulabrad In this (sport am based on Ua data ob aead reports, and ropmeem our bee enpimehOjudpntem. Eanyvadeocu err OSS t9:GINEERINEi, ING EM maaaada Condalona NO, arrwndeW during ¢mstnxtlon the Place Mould be notified Not ON to conSMv me mad for nho0=ftm No mP"4U4Y (Or wnUuctlm comptmtcswith Da design Con mpte, specifications. or nwrmondatlom k Incumod unless or, o"Em review by a rexesentOM of this omce its Pedonned durftp the muse of eemMatbn that pede haw to the Specific areae comet by the reoanmadadonS cwdahod harehu The M1dBnpa of this MW m valid ss of le protons data Howewr, changes In 9ta mndWn s Of the prepay Con owe With the paemgs of timewhether their aro due to natured proteose Or to thewaim a/merr, m Uw a agat0d ProperUea h e,tkOtun, thartgas tel apPlitabb a approptba standards may 0car. WtWw they mad four legislation or Use broSdmhtg N knaMadga Accordingly, the fi dings orttda report maybe Invalidated, wetly or partlory, by chargeocukdeofpurcoahol. Therefore, We reponk atjoetto review and shouldsat be nded apart afar a lNedod Plane yourwithen such a r oview. The report In Issued With the understanding that f b ger mponSi6Ely, otthe wTw, arse Proper represented. thenad, to Matas MA the information sed remmmendatlans comohd hatch sure caped to fa attention of of peel bdersseil In tla project ad that he neceeaary Sopa ore taken to ore that ds, mMraaPro Sad aubmetraaom can out Such mrom ordaMan In ON IlekL The report het been competed for Ua sadual" u1e of All Jun Vu, or his auterWd lepabnW*". It Mas not be materred @ or used by a Wld party, to W the proloM w applied to any Other "of m thin alb, Other than a d1ad mreh Withoscthe cbusert .11411m thorough tevkw of this office. it append of purr sed reporter by all corrsukami and ksttaaa of arty bueding and grading alk, cob W111h Da cmhofhg aganda. As the ckcensa cos that Control the deakbrt zees we CID" beyond Ute conbd of this fatly, We.nrrct assume dry nspondAll y for eaooese of obtaining pmporsulhodarkrn, net rate assn hvoiYed. GSS ENGINE ENO. INC. SHEET I OF 3 (JOB loo. I BE 0EX LN 3 DEER5PRIING IR J IDE PPL DR V N�, WAY ?r_iAel' $ tatx D 3 link Sw1R ir8 i ip� RIO LOBOS ttD 3' . $�+ C 4 suvER swirl IN " ,C tactic y xUF T 27000 �' s to cff 0now �E� 1•p lip - + y ' ����chyL pRTD p !'x'b. S GREE �, 4 dEA7B Barv- a de arra CAU, Oh'a � No „r gTY.45 �v.LXAR N K /°4 n6 Po IN r{�Y4r �A rya J � Gl W� FD N `r' h Gf $ ReEnwtutt COU q4 �.a 4W& lO�A1d : ff ~'4�� ROBIX,ROOIg �f /_IN ` VND�' V LJ cEhD- 'tf� 'P�', oV'Opt o attpl,OR !y bq 1600 c' raTl O - 4' J nr Vf6N ISD DELy. HAPLf g Dlg "r! NID )♦ :. "�' @r, �P � r ;: a CF�ARbq "•.-' 4: tl ',� . ll.NIckOPY ',' ., ,: �i. x ',nQ-. yQE GS:.OdfaA, b.. ..._. 0><' r-0,,,:�, lsD DNA CQf w n He�CAXYOe coYOiE. Cl a. a .:-.:: a'`.,3d ;,... b'„yr . O "':.3 :,;.$ °'tb. ;.. :. RtNA• fiy` �� EQ P'�, .47 ,r,� "'13 00 fED pp ,lr.'9,•'Q' 0 Ou ProfeSSienei ssrv'cee haw been Performed h accordance with generally ace wNk"dngprooduraeuder$WtordreumsWncse. Noodarwmrenty,espmt Is made as to the p i creat advise Indtd d In this repot trip pRrsdab to oppafedy to be or nrvke to you an this pmJeCL If you have Crura n$ COOMMIngi,Mda update MPod please do not hesfats a Contact the of to LODGE'S pOH �...;pROJECl' SITE ?V� Flo i_Fr�4,ft r ea - Ilk 7_ I VICINIITYEMAP(D NO SCAL EARTH WORK: CUT: 1,588; FILL: 1,254 GEOTECHNICAL ENGINEER'S ShATEMENT OF COMPLIANCE 1 THIS PLAN HAS BEEN REVIEWED BY AND DEEMED TO BE IN CONFORMANCE WI7F THE RECOMMENDATIONS IN OUR REPORT(S) DATED --------- PROJECT N0 --------- REVIEW - --_REVIEW WAS LIMITED TO THE GEOTECHNICAL. ASPECTS OF THE PLAN ONLY -WE VAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASURMENTS. CALCULATIONS, R G'E'OLOGIST: OR ANY PROTION OF THE DES)GN, REVIEW 9Y: RGE 1,10. DATE APPROVED BY: LEGAL DE CITY OF DIAMOND BAR OWNER: NAME TITLE DATE PLAN REVIEWED BY: SITE ADD! NAME N DATE PLAN APPROVED BY: ORN BY: MIKE DATE: RID rotip' i o Co ION: TRACT W 30091 LOT Yu Jin Jie / Ping Hu ?457 Country Club Or Glendora , CA 91741 GRADING PLAN In the City of Diamond Bar CHQ 9'': SCALE DRAWING NUMBER MIRE i"=,0' REVISED: JOB NO: P12122 as 5%p3 . +A 3 .:: �� °x otlAiu a �j 3 Q'� n v� LIP Pt ROC ,�wt• r 'ei i� Y?�,:. •:'3 q5p ., FF,q ,r, Ou ProfeSSienei ssrv'cee haw been Performed h accordance with generally ace wNk"dngprooduraeuder$WtordreumsWncse. Noodarwmrenty,espmt Is made as to the p i creat advise Indtd d In this repot trip pRrsdab to oppafedy to be or nrvke to you an this pmJeCL If you have Crura n$ COOMMIngi,Mda update MPod please do not hesfats a Contact the of to LODGE'S pOH �...;pROJECl' SITE ?V� Flo i_Fr�4,ft r ea - Ilk 7_ I VICINIITYEMAP(D NO SCAL EARTH WORK: CUT: 1,588; FILL: 1,254 GEOTECHNICAL ENGINEER'S ShATEMENT OF COMPLIANCE 1 THIS PLAN HAS BEEN REVIEWED BY AND DEEMED TO BE IN CONFORMANCE WI7F THE RECOMMENDATIONS IN OUR REPORT(S) DATED --------- PROJECT N0 --------- REVIEW - --_REVIEW WAS LIMITED TO THE GEOTECHNICAL. ASPECTS OF THE PLAN ONLY -WE VAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASURMENTS. CALCULATIONS, R G'E'OLOGIST: OR ANY PROTION OF THE DES)GN, REVIEW 9Y: RGE 1,10. DATE APPROVED BY: LEGAL DE CITY OF DIAMOND BAR OWNER: NAME TITLE DATE PLAN REVIEWED BY: SITE ADD! NAME N DATE PLAN APPROVED BY: ORN BY: MIKE DATE: RID rotip' i o Co ION: TRACT W 30091 LOT Yu Jin Jie / Ping Hu ?457 Country Club Or Glendora , CA 91741 GRADING PLAN In the City of Diamond Bar CHQ 9'': SCALE DRAWING NUMBER MIRE i"=,0' REVISED: JOB NO: P12122 A C) 2 r W LA 13. 0FS JOS 117.000 •140, 123.46 F5,' 18.00 TIV a S ` O 1,g0 ; J.4 5 119.`✓°IN— LA 121.Jil A •00 i FL 123.34 FL ,50 12 .88 F� .Jp t O LA G t '122 , 12B t" FS.•)6 C 125.50 C3 o' LA s i \ H •'oj 2 '1 t5D Fs y G 'v C• \ ^bob •; a W LA� '�D 1 G: W m n. m G O O 3 A•A r z W ABBREVIATIONS: LEGEND: AC ........... Asphalt Concrete po'emenl 100.36 ....... Design Elevation CR ...... Catch Basin Block Wall COW .......... C-areteand (100.10) Ev(ehnq Elevation — (9 .-.rEa. Cro.rd Contour Uns C@C .......... Cum d cotter �r�....... Sewer Une Cl}• ......,.... Chain Unked Fence CONC...... Concrete —R-- ...... Ridge Une D A ........... OHvewoy APpron EtlhangP.1. ... Prop. Flaw Une far Swale ... ....^��, ...... PraP• Sheat Flow — Ex. flow FF ............. Finish Floa, Elavotian FC ............. Flnleh Broad ElevaOon •••••• --X--X--....... Chain Unk Fare* FL ............. Flow Line Elaval(on FS ............. Flnieh Surface El—U.. ...... Ex. SU.at.ro FH ............. Fire Hydrant 3' NTN. (T1P.) GB ............. Grade Break Elevation GM ...........•. Go, Mata, Ex. St—tune TBR HL ............. House L.lellonral�ol(on ............ Straet U htt ~•••••••••••• g INV............ Invert Elevo LA ................Landscaping Aro. D—.......... Guywh. ON................OverHan9 PFL ............ Pipe Flow Line PROP ...........Propoeetl [ .... Tree. Diameter/Ortpline 0 R/W .......... flight of Way SAM .......... Sewer Manhole S/W .......... ffidewalk Ex. Tree, D;—t., IBR TO ... ......, Top of Berm Elevation _� THR ........... To Be Removatl TO ............. lop of Elavotian DATE TF .............. Top at FCumoatl; Elevation TO ............. Top of Grote Elevation 7W ............. TOP of Wall Elevation ®P.O.C....». Point of Connection UC ...............Under Ground VCP ............ .YMlletl MY Pipe ----- ............. PROPOSED REFAININBG WALL WF ............. Wooden Fs .a W.A ............Waley Meter Hv ............. net. Wall Yewed Height — _ — — — �— — —............. BUILDING SETBACK UNE TRW ........... Top of Relolning Wall Elevatlon P.L. ........... Properly Una B.S............ Building S.lbock Line ........... PROPERTY' UNE _ BACK FILL OF GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE BOK RELATIVE In the City .1 Diamond Be, COM ON (TYPICAL) CHKO BY: SCALE DRAWING NUMBER MIKE 8' THICK SOUO—GROLREp C.N.U. NAME TITLE DATE RETAINING WNL W/ /4 BARS THE RECOMMENDATIONS IN OUR REPORT(S) EACH WAY 024. O.C. b I ) 'e S' 4'-6' FINISH NISH GRADE 3' NTN. (T1P.) 1 1 4' DIAMETER PER 5i BONED. 40 PVDC OR '� FlNISH C. SOR-35 ABS DRAIN PIPE W/ MAX. 1/4' DRAIN HOLE FACING DOtVNSIDE. PIPE SHALT. BE SURROUNDED BY MIN. 2' GRAVEL. BED. (TYPICAL) GANG, FOOTING W/ /4 REBAR SPACED MIN. OTB' O.C. EACH WAY (TYPICAL) RETAINING WALL DETAIL. NOTE: all exposed portions of retaining walls will be Rniehed with o smooth .hu—ap icadon and materiel or ds.omtive .lone a er to mop h the Prop ... d exterior ..It Rnian of the house• Typical. A NTN. 1/3 SLOPE HEIGHT SETBACK (MIN. 5', MAX. 40' CONSTRUCTION NOTES• O1 CONSTRUCT 4' THICK PCC. PAVEMENT. 0 CONSTRUCT RETAINING WALL. DETAIL SEE HEREON, PER SEPARATE PERMIT. JO CONSTRUCT 4' PERFORATED PIPE O4 CONSTRUCT WEEP HOLE EACH 25' ON THE RELVNING WALL, DETAIL SEE SHT 3. SO CONSTRUCT FENCE, DETAIL SEE ARCHITECTURAL PLAN. ' © CONSTRUCT 4' PVC DRAINAGE PIPE O7 CONSTRUCT 12'X12' CATCH BASIN, DETAIL PER BROOKS PRODUCTS. OB CONSTRUCT REINFORCED CONC. STAIRWAY, DETAIL PER SPPWC SM. PLAN 640-3 WITH METAL HAND RAIL NOTE: THE AVERAGE SLOPE OF THE LOT IS S-0.45 (5.45X) ' GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE APPROVED BY: CRY OF DIAMOND GAIT In the City .1 Diamond Be, THIS PLAN HAS BEEN REVIEWED BY CHKO BY: SCALE DRAWING NUMBER MIKE AND DEEMED TO BE IN CONFORMANCE WITH NAME TITLE DATE REVISED: JOB NO: THE RECOMMENDATIONS IN OUR REPORT(S) PLAN REVIBXED BY: DATED PROJECT N0. REVIEW WAS UNITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY—WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASURMENTS, CALCULATIONS, OR ANY PROTION OF THE DESIGN. NAME d DATE PIAN APPROVED BY: REVIEW BY: RGE NO. DATE NATURAL GRADE 15 '3E 2 GRADING PLAN In the City .1 Diamond Be, GRIN BY: CHKO BY: SCALE DRAWING NUMBER MIKE MIKE 1'-10' DATE: REVISED: JOB NO: 15 '3E 2 135. 130, 125, 120, 115, 110. 95.00- PF PROPERTY LINE - 124.00 FF --- --L— _ _ SECTION A -A SECTION B -B BUILDING —PROPERTY LINE 35.00 30.00 25.00 120.00 15.00 SURFACE 110:00 05.00 00.00 SECTION C -C Pleas Prepared By: GUOXIN MIAO 02/04/13 OLO)3N MTo SCALE: Bate � , pgy.. DATE: Apple Engineeering Group Subdlvlaiva Engineering Dee)gn k Survey / CIVIL 8048 NTE, CA AVENUE, SUITE IIL EL HOBTE, CA 81731 SHEET 2 OF 3 iel: (825) 552-8018 BAIL evvicclnleemeitcvm SECTION D -D SECTION E -E GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PLAN HAS BEEN REVIEWED BY__________ AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORT(S) DATED --------- PROJECT NO ------------- REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY -WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASURMENTS, CALCULATIONS, OR ANY PROTION OF THE DESIGN. REVIEW BY: RGE. NO. DATE )VED BY: 135.00 BUILDING 130.00 ,-PROPERTY LINE /XISTING -125.00 SURFACE 120.00 .,-- -115.00 TITLE DATE 110.00 REVIEWED BY: 105.00 100.00 SECTION C -C Pleas Prepared By: GUOXIN MIAO 02/04/13 OLO)3N MTo SCALE: Bate � , pgy.. DATE: Apple Engineeering Group Subdlvlaiva Engineering Dee)gn k Survey / CIVIL 8048 NTE, CA AVENUE, SUITE IIL EL HOBTE, CA 81731 SHEET 2 OF 3 iel: (825) 552-8018 BAIL evvicclnleemeitcvm SECTION D -D SECTION E -E GEOTECHNICAL ENGINEER'S STATEMENT OF COMPLIANCE THIS PLAN HAS BEEN REVIEWED BY__________ AND DEEMED TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN OUR REPORT(S) DATED --------- PROJECT NO ------------- REVIEW WAS LIMITED TO THE GEOTECHNICAL ASPECTS OF THE PLAN ONLY -WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASURMENTS, CALCULATIONS, OR ANY PROTION OF THE DESIGN. REVIEW BY: RGE. NO. DATE )VED BY: LEGAL DESCRIPTION: CITY OF DIAMOND BAR TRACT NO 30091 LOT 97 OWNER: Yu Jin Jie / Ping Hu 2457 Country Club Or TITLE DATE Glendoro . CA 91741 REVIEWED BY: SITE ADDRESS: 1948 FLINT ROCK, DIAMOND 8A GRADING PLAN NAME # DATE In the Gly of Diamond Bor PLAN APPROVED BY: DRN BY: CHKD BY: SCALE DRAWING NUMBER MIKE HIKE 1"=10' DATE. REVISED: J09 NO: P12122 6 j@_FF -1 IS 0 A n JK Design & M R Acent-iofno III address: 20945 Delphine Drive walnut, callfornla 91789 let: 909-598-2877 ti fax: 1.888-880-9412 a email: jkda2002@gmall.rom 0 IS iumlect name Custom House 1948 Flint Street Diamond Bar California property owner drawing content conceptual landscape design revisions date dewing: JK checked: date: 02/07107 Job no: 12025 scale., 1"I non arrow L -pd sheet I of I .e OL PLANTING LEGEND %Isym.CITV BOTANICAL NAME SIZE COMMON NAME Rork .e .9 0 lute 140's Pollmo % 1,Lagerstr emia indica L 0240.0aMyrtle 'u... G",�Ilz bliob hot r Tree L 0 10 ArchontophoenixIcunninghornI 000 0 0 0 0°0 King Palm 000 00� 0, -0 oeo shrub 000 og 0"O..�O�q 0 -00 'Orange I . 0 0 00 74 90 goinvillea King' 5GcI lougoinvillea oeol u (00 -0 36 Helictatrichon sempervirens L Blue Out Gross a 0 4 0 0 0 5GOI arm um Tenox Morticio L 0 0 53al New Zealand Flax --------- 55 Pitlosporumt.'Tumer's Variegate c Dwarf _X 5GOI Tobirc 3101 knigozonthos &flovidus'Elood red' L _ UM 01 5 Gal Kangaroo pow --god 2*o.c Hemerocallis hybrid 'Stella DI L — 4606 lGal Day Lily —Lantana F-0-0-1 70—.c morI 'Gold Rush' — 9606 5 Gal Lantana l'o-c Peter alum Pell turn L 9606 IGol Ivy Geranium _001.6 F.;tuc. ,undin... L Tall Fescue Medallion sod _117066 PLANTING NOTES 901, 1, FS 1. DRAWING IS DIAGRAMMATIC: CONTRACTOR TO VERIFY ALL LOCATIONS AND 9 1,1� -------- Oe CONDITIONS ON SITE. COUNT ALL PLANT MATERIAL BEFORE BIDDING. 0666 ------2. ze CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS, 3, CONTRACTOR TO REPAIR AT HIS OWN EXPENSE ALL PROPERTY DAMAGE WHICH — — — — — DURING PROJECT INSTALLATION. — — - —OCCURS 4. NOTE ADDITIONAL REMARKS ON SPECIFIC PLANTS IN PLANT LIST. OZ66 CIP0 S. ALL EXISTING PLANT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN. Zet •-1 6. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL, FOR 90 DAYS FROM THE 0 DATE OF ACCEPTANCE BY OWNER. 92, o C-11 7. FINISH GRADE TO BE 1" BELOW ALL WALKS, CURBS, AND PAVING. Gel B. ALL PLANTED AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PER 1,000 SO. FT. OF SURFACE AREA. ROTO -TILL AMENDMENTS TO A DEPTH OF 6" e '150 LL 9t LBS. GRO-POWER *3 CU YDS NITROGENIZED, MINERALIZED FIR BARK OR REDWOOD SHAVINGS *ADD 8 LBS OF GRO-POWER CONTROLLED RELEASE 12-8-8 PER CU YD OF MIX. CP el 9. PLANT HOLE TO BE TWICE AS WOE AND DEEP AS THE PLANT ROOT BALL. 0 BACKFILL AND COMPACT TO 80% SOIL OF SITE AND 4121 FIR BARK, UNLESS OTHERWISE NOTED, PROVIDE GRO-POWER PLANT TABLETS AT THE FOLLOWING RATES: V I GAL 2 5 GAL 5 15 GAL 24" BOX AND UP 1104 .... PLACE RECOMMENDED TABLETS BETWEEN THE BOTTOM AND THE TOP OF THE ROOT rQ BALL BUT NO HIGHER THAN 1/3 OF THE WAY UP TO THE TOP OF THE ROOT BALL. SPACE TABLETS EQUALLY AROUND THE PERIMETER OF THE ROOT BALL APPROXIMATELY 2" FROM THE ROOT TIPS. -9e. lo."DEEP ROOT" BARRIERS ARE TO BE USED AROUND ALL TREES LOCATION WITHIN 5 FT. OF PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS, it. ALL PROPOSED SHRUBS AND GROUND COVER AREAS ARE TO BE TREATED WITH A PRE -EMERGENT WEED KILLER (EPTAM / RONSTAR). APPLY PER MANUFACTURER'S SPECIFICATIONS: A) IMMEDIATELY AFTER PLANTING, 8) AT THE BEGINNING OF THE MAINTENANCE PERIOD, AND C) AT THE END OF THE MAINTENANCE PERIOD, 12.CONTRACTOR TO INSTALL AND MAINTAIN LANSCAPE PLANTING IN ACCORDANCE WITH THE GOVERNING AGENCY'S GUIDELINES AND SPECIFICATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR ON THE PLANS. Note: All hardscape and structure and grading per owner or others 6 j@_FF -1 IS 0 A n JK Design & M R Acent-iofno III address: 20945 Delphine Drive walnut, callfornla 91789 let: 909-598-2877 ti fax: 1.888-880-9412 a email: jkda2002@gmall.rom 0 IS iumlect name Custom House 1948 Flint Street Diamond Bar California property owner drawing content conceptual landscape design revisions date dewing: JK checked: date: 02/07107 Job no: 12025 scale., 1"I non arrow L -pd sheet I of I I I J. I a O Q OWNER: MR. JUN YU ADDRESS: 1948 FLINT ROCK RD. DIAMOND BAR, CA z ROOF 0 MATERIAL:FLAT ROOF TILE - COLOR: LIGHT BROWN RANGg#4678 MFGR: EAGLE TILE (BEL AIR) u) cl) w STUCCO' COLOR:X-820 SILVERADO (BA$E 200) TEXTURE: SMOOTH cl) w MFGR: LA HABRAPROD. INC. >- a) > CD ALUMINUM PANEL 0 0 m MATERIAL: ALUMINUM 0 'Coo < COLOR: WOOD TEXTURE cc a) 0 MFGR: ALUCOBOND INC. < z co Z c: PAINT 0 E0 '5 ca *FACIA BOARD. < c\j — COLOR: DARK ASH 770E-5 0 cq MFG'R: BEHR Um oo .0 do - o — r 8 a r- r a. o U) m 0 0 CD a) oEn ani .2 cn 7a cj0 0 < a) co 05— U 0 cj 0 -0 a4 < x X 0 a) U) 0 r a) 0 0 0 >1 >%13 r r cn 73 C ca C13 a) cn w ca 0 U) W 0 D 0— cn (D U) cc 0 E ' 0 E c 0 Eo" �aEo"rvEwm�l w ca 00 7�5 0.0 CL > a) 0 L) a m W r- 16 0 ca NsE 0 c cl)or- 6 >Q (1) o' (5 (L co :E 0 < Q 0 = 2 0 to P<Z-w<Zm-lm 0 �o . .. STONE UNt VtNttK COLOR: LIGHT GREY PRODUCT: -FRENCH LIME STONE MFGR: CORONADO..STONE PRODUCTS INC. GARAGE'DQOR MODEL: AVI WITH INSULATED FROSTED TEMPERED GLASS FRAME COLOR: ANODIZED BLACK (ALUMINUM FRAME) MFGR: CLOPAY GARAGE. DOOR DRIVEWAY PAVING MATERIAL: STAMP CONCRETE COLOR:CREAM MPGR: HANDRAIL MATERIAL: STEEL COLOR: BLACK POWDERCOATED WINDOW t f v-,.iovO EXTERIOR COLOR: ANODIZED BLACK MATERIAL: ALUMINUM MFGR: Lu O w w SEP 20 2013 CITY OF DIAMOND BAR Fir,, I IT -11 20 1 DMATJ STATE OF CALIFORNIA COUNTY OF LOS ANGELES CITY OF DIAMOND BAR 1, Stella Marquez, declare as follows: On June 10, 2014, the Diamond Bar Planning Commission will hold a Regular Meeting at 7:00 p.m., at City Hall, Windmill Community Room, 21810 Copley Drive, Diamond Bar, California. I am employed by the City of Diamond Bar. On June 5, 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 10, 2014, at Diamond Bar, California. Stella Marquez Community Development Department CDAntella\affi day itposting.doc